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158 Magnolia Park Trl 03-1550 SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER t7 �M N SUBDIVISION C� _ cn En PERMIT #� DATE D R Horton PERMIT DESCRIPTION C\.. 6250 Hazeltine Nat'l Dr #102 OC Orlando, FL 32822 PERMIT VALUATION 01�J (407)857-9101 CBC 055300 SQUARE FOOTAGE PROPERTY OWNER PHONE NUMBER n ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR I� PLUMBING CONTRACTOR r MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 158 MAGNOLIA PARK TRL for which permit 03-00001550 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 DATE BUILDING: Finaled \\- ao-6 ZONING: Inspected UTILITIES: Subdivision Regulations Apply: Yes No rA3Scz•1fr_116 FIRE: Inspected Water Sewer Lines In -C, Lines In Meter Sewer Set Tap Reclaimed Water Street Drainage Z Paved Maintenance 1 Bond \ PUBLIC WORKS: Street Name treet Signs ghts 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 8/13/03 5/14/03 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 158 MAGNOLIA PARK TRL for which permit 03-00001550 has heretofore been issued on 4/15/03 has been completed according to plans and specifications filed in the office of the Bu z�ectrcicagj al prior to the issuance of said building permit, to wit as complies with all the building, plumbing, 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 13.83 01-ROAD IMPACT FEES 4/15/03 847.00 01-RECOVERY FD/CERT. PGM. 4/15/03 13.84 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 O IAL DATE • 'ter 1 i t i 1 t CERTIFCATE OF OCCUPANC15 REQUEST FOR FINAL INSPECT16 t **** SINGLE FAMILY RESIDENCE****�a I� } ��+�ywr DATE. L.. co 11 PERMIT #: c _ ADDRESS: CONTRACTOR: PHONE#: �+��-83a-y��8 4A.A i.lA W i tM1 Z. .a' 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. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. � Engineering � L tr ?� r Fire :] Public Works 7 Zoning 0 > lities :] Licensing (i CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r 5fzu, - Itto,4- �v/v 3��lyb CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION �• C.IQ.�{��i **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT # 1 0 ADDRESS: CONTRACTOR: i PHONE #: y(�`1 - - �A �c (�8 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 k I o" ublic Works I. J Y nm0)5 Zoning 1 Utilities Licensing o t` CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM .ELEVATION CERTIFICATE Read the instructions on pages I.7. O.M.B. No. 3067-0077 Expires December 31, 200t SECTION A - PROPERTY OWNER INFORMATION I Fa Insurance Company Use: D.R. HORTON HOMES BUILDING STREET ADDRESS Qncluding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I 1M MAGNOLIA PARK TRAIL CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 7, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##° - ##' - ##.##" or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME 133. STATE CITY OF SANFORD 120289 1 SEMINOLE FLORIDA 64. MAP AND PANEL B7, FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 135. SUFFIX 136. FIRM INDEX DATE EFFECTMJREASED DATE B8. FLOOD ZONE(S) (Zane AO, use depth of flooding) 1202890045 E 4117195 4/1A95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile Z FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): — B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C&-a� below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion caloulation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes Z No o a) Top of bottom floor (including basement or enclosure) o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery andlor equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) 0. 3 ft.(m) NIA. t(m) N/A. ft.(m) 42. 9 t(m) 42.6 ft(m) 41.8 ft.(m) o g) Highest adjacent (finished) grade (HAG) 42. 7 ft(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) ECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WIL.LIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 m J TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. S ADDRESS CITY STATE ZIP CODE 320 E. SOUTH T .180 ORLANDO FL 32803 SIGNATURE L j�� DATE TELEPHONE Nl C�7 ,N �, 11/11I03 (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, Suile, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. PoLy Number LARGO 158 MAGNOLIA PARK TRAIL CITY STATE ZIP CODE Compaq NAIC Number SANFORD FL 32N SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C ❑ 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 oompleted — see pages 6 and 7. 1 no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) sure) of the building is _ fL(m) _in.(crn) ❑ above or ❑ below (check one) the highest alment grade. (Use natural grade, I available). E3. For Building Diagrams 6-8 with openings (see page 4 the next higher flax or elevated floor (elevation b) of the building is _ t(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery ardor equipment servicing the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. Fa Zane AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or awrWs authorized representative who oompletes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, Q Q and Eare cared to the best of myknowfedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE 7JP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by law or ordinance to administer the oommunity's floodplan management ordinance can oormplete 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 brai law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or cornmunitymissued BFE) or Zone AO. G3. ❑ The following information (Items G4G9) is provided for community tloodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft (m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 7, 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 -----------� S89'31'41 "E 60.00'1-% °26 10' SCREEN WALL EASEMENT -----------'----------------' ,n LOT 7 - a ry 5.0 Arye .......,,, 22.2 COV jotEb - •PATIO-`" 1D P' 3' Q 2' n e- ONE STORY 0-cc) CONCRETE BLOCK CF)" N RESIDENCE FINISH FLOOR .•-- Q ' Q ELEVATION-43.33 000 LOT 6 Z COVERED to X4 Q LOT 8 ENTRY ""a 1" = 30' ( I GRAPHIC C S_LE ' "' 10.7' [;'1 0 15 30 A'` 20.1' N FIND 5/8" IRON ROD f�`r16.0'': NO 10. (11/10/03) 10' UTILITY EASEMENT'-,: N89'31'41"W ` 60.00'`3 mlp NI 1� 0 o pIN '7 Op N 4 PT 16�9317'41 'E 953.24' TRACT " A " CENTERLINE OF MAGNOLIA PARK TRAIL RIGHT OF WAY 50' RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA ELISEO BADILLO AND WANDA Y. BADILLO 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 11-10-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND 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 7 AS BEING S89'31'4VE PER PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM ASM40440 FOUNDATION/FINAL JOB N0. 11-10-03 CKB DRAWN BY: LpT PLAN 3-12-03 JML LEGEND — BUILDING SETBACK LINE - - CENTERLINE RIGHT OF WAY LINE 1 1 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASUREU FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBX639: 320 EAST SOUTH STREET. SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 FND 1/2" IRON ROD ® NO ID. (11/10/03) QFND NAIL AND DISC LB 16393 (11/10/03) 'FND 1/2"IRON ROD AND CAP O LB 16393 (11/10/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FlORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611517-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA li-"Iz 03 Wa, r\A-lAy'DoFIRMFOR THE WILLIAM R. MU CATELLO jr. PSM #49 I DATE Permit # ( ,)-3`� s� Job Address/ Description of Work: CITy OF SANFORD PERMIT APPLICATION VS, Historic District: Zoning: Value of Work: S '6.Z900 _ Ta Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI, Electrical: New Service — # of ,AMPS Addition/Alteration Change of Service Temporary Pole.,_,,,, Mechanicak! Residential Non -Residential Replacement New (Duct Layout & Energy CalS. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of WW Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential " Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for at[w titan X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: License N Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: Phone: Fax: Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conmienced prior to the issuance of a pen -nit 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 AFFIDAVff: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable 1 pws rej tdating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT ih Y01 JR )'A VING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, of fcdr, d agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of No(ary-State of Florida Date Owner/Agent is _ Penonalk -�noN%n to ,Me or Produced ID APPLICA1ION APPROVED BY: Bldg Zoning Initial & Date) .,nccial ('ondmons. of 110ber+ 3,? Vello Ali5s(--) P Contractor Agent's Name -�LA-- Signature of No_ -v-State of Florida Date Contractor/Ae:-::-- Personail. Known to Me or Produce.'.-,) (Initial & Date) 3 /43 FD:-- (Initial & Date) (Initial & Dat; MiRIN_DA C. TURNER MY C0MMISSI5N4DTM093 EXPIRES: June 14, 2007 BorWad Thru Notary Public UndOrwtners 114,VTR F& PROJECT. �QG4L2162AAK-LOT #7 DATE: JC. LY 02, 2003 SCALE . CALE. NTS ZM7,0 39yd 3r:0d9 NDISM Ski D IAGR 4. " �. LP; `awl wli'st� Z � A,B. MES14N G RC)UP, INC. 14M 4QUN1Y PW2^0 427 NGNa'r►�i t-��. Fw--&. 32740 PM., (407) "4—l1076 RAX, (407) "A-4070 8LaVVILLOb 00:EO E004Jz0!L0 5-Idb-203 7 : 09AtA F RUM Wdr"0`�►• ., •Ir.r.ng a�r•r+Vr'�Y:r H.,..��. U..��... . ,�•. .. ... ., ' � Permit u : -�5-0 �-_ Job Addrtss: Sr�' fi- CITY OF SANFORD PERMIT APPLICATION Date: S / z.1 neseription of Work: �+ t C. G- hi'liV�i pia{rlctl '7.nR1g11• Vvluc of Work: $ Permit Type. Building,_ _ Elcutrir-Al _ V Mechanical Plumbing Fire S VnnklerlAlarm Poolr — Electrical New Service -11 of AMPS Addition/Alteration Change of Service __ TempciAry POle _ Mecbanical: Residential Non -Residential Replacement New (Duct Luyout & Energy CA1c. Required) Plumbing/ New Commercial: a of Fixtures ff o1' water &Sewer Lines t of Gas lines — Plumbing/New Residential: M of Water Closets _ Plumbing Repair - Residential or Commercial Occupancy Type' Residential I` Commercial Industrial Total Square Footage: _ p of Stories Is of Dwelling Unite: Flood Zont' . (FEN1A form rtquirud fo Construction Type; other than x (Attach Proo(u(Ownership Q, ugal Description) r Parcel X S r' v Owncra Name & Addreaa ,.L= — W �O - J 7 ' r� r 3 Phnnr. Contractor ame & Address: L 0-"�S o ) -2_ U5 �4 r j S 7 q 6 _ ma[c License Numbtr j ui Lf - Contact Perron Yhono & Fax: Addreic mortgage Lender AdOress: , A rchitt�cVEngi titer'. Phone Fax Addr,esa: • Application is hereby made to obtain a Permit lu do the work and installations as indicated. I certify that no wink or installation hex comrnenced prior to the Issuance or a permit and that all work will be performed to meet sundards of all laws nOLS, fURNAC� 901LERSnHEATERS,)TANKS,a d t a sepa»tc permit must be secured for ELECTRICAL WORK PLUMBING, SIONS. WELLS. AIR CONDiTION'ERS, etc. nWNFR'S AFFiDAv IT: I eertity that all orthe foregoing information is accurate and that all wurk will be done in comphanet with all applicable laws regulating construction and zoning. WARNNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFiN7 MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE REC:URDINO YOUR NOTICE OF COMMENCEMENT NOTICE: in addition to uhc requirements of thin permit. that may he additional restrictions applicable to this propcM that may bt found in the public re401` s or this county, and there may be additional permits requirod from other governmental enntim such as water management dismcu, cute agencies, or tcderat agencies. Acceptance of permit is vcritication that I will notify the owner of the property of the rega (tmonts of Flo pcn ,FS71 Signature of Owner/Agent Ualt Signature of ConmJDale ClnfiA�e111 .... Print Cunn-3CIONAsenl's N4rrje,JJ Print Owner1AKenl'3 Nsnic jignatutc of Nuu,r; Smtr. of Finder Dais gn�arc of Nvla • laic of Floriva Uu:c i i /n tit a Yriiuno�w Knmvn iu My u, l'v,rlraclor/A �Cr,t a �Ycr:nr;,ly Knokm Iv Mc API'LI A I lO\ AI'PI(Ovf.i) lIy 111dP,: _ l in a: 4 I)�tc) tln.lial 1 Uv'.c (liiillsi & Owc).. r°1�r `G�r IVIARIE A. ZETTLEMOYER 'a c MY COMMiSSiON # CC 855100 � OiRd@� E.XP RE&Ju115,2003 1. M3-N07AFY Fla. hln ."Y seivice & Bonding Co. �aa mesxtia:.;a�. ♦u„�.. CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. 103^ T U Date: The undersigned hereby applies for permit to install the following plumbing: Owner's Name: . �- �� r A-, I.-) e- . Address of Job:"'�01, F ill c.,� -iy, lid'1� r`ol, ('a Ic -� r". VANTAGE PLUMBING, INC. Plumbing Contractor. AWPAPP•0• BOX 620027 (407) 366-3994 Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential New Residential: -One Water Closet T Additional Water Closet ' t Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: $10.00 TOTAL DUE: Z By Signing this application I am stating that I am in compliance with City of of lumbing Code. ADVANTAGE PLUMBING, INC. P.Q. BOX 620027 OVIEDO FLORIDA 32762.0027 (407) 366.3994 Applicant's tgnatureY 1'''\ Q.d► I C, C(= ( o-)J,-)9 Stale License Number THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton Inc. N 6250 Hazeltine ational Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NOTICE OF COMMENCEMENT (Prepare in duplicate) CLERK W CIRCUIT COURV BK 04775 PG 1598 CLERKIS Il 2003@59913 FENDED 04/10/2M 19s52s22 EMI RECORDING FEES 6.00 RECORDED BY N Nolden 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: Lot(s) 5, 6, 7, 8 & 9 Magnolia Park Phase Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor:D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by: o ert A. LawsM,Assistant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc.,^a Ise aware Corporation, on behalf o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid 4otargnature OFFICIAL,N"`t' R TtlP1L PATRI( cL ORIDA NOTARY PU4+'• conaMtS:-..:;; p ,` % nol34330 MY COMMISSION rXP. JUL 26 006 Notary Seal CiZIF1ED 100" M>�ilttt o N� CIRCUIT ct SEMINOLE COUNTYo no"sm tiRN CITY OF SANFORD PERMIT APPLICATION Permit No.: Date: Job Address: MA&NOL►A PNa IkAIL Permit Type: Building Electrical Mechanical Plumbing Fire AlarmilSprinkler 'Description of Work r.,,0►'1 ' +r U + 14 S F R_ 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) Plum bing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓Residential _Commercial _ Industrial Total Sq Ftg: t9 1I Value of Work: S I (OGO . 020, 60 Type of Construction: B LcDC-k Flood Zone: Number of Stories: I Number of Dwelling Units: _(„__ Parcel No.: 18 - 20 -3 / —900 — 00-70 OC10O (Attach Proof of Ownership & Legal Description) �vZsZU ffkzel State License Number: e�;602_5-5­10 Contact Person: C%ev dZQf2 P,a. I.G6 Phone & Fax Number. '10 f 7r�7- ft / Rj6 9 7--%--�' Title Holder (If other than Owner): NA Address: Bonding Company: A>A Address: Mortgage Lender: A)A Address: Architect/Engineer O OP Phone No.: 4b 7 — Address: ���' Fax No.: JV7 - 77 V - 4_1Z) 7— Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONRAENCEMENT MAY RESULT IN YOUR PAYING TWICE FOP, IMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N TI : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Accep=tis that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signs of OyfnerWent �.. Date rgnature of Contractor/Agent Date of vPATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 M, Owner/Agent is J Personally Known to Me or Produced ID 8, D Print Co or/ cnt's NaK S gnat of -State of Florida Date OI• 'IC.lA ' PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 MY COMMIS"I XP. ULY 26,2006 Contractor/Agent is Personally Knouv' to Me or Produced ID APPLICATION APPROVED BY: ;' Date: )'- Special Conditions: CZTX OF SANFORD B 'p]NG DIVISION SU BMITTAL gEQtJIREMEN TS FOR ENTIAL BMDZNG PERMIT ❑ I ion surveys showing setbacks Two (2) recent boundary and bu41d149 locat from all structures to property lines for permit for structures (not fences) ❑ 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: Provide side view deta s ❑ a. Foundation plan indicating footcr sizes for all bearing wails. Of these footers with reinforcement bar replacement. b. Floor plan indicating interior gall partitions androom sId ke l detector, room dimensions, door, window, and/or opening tocatlon(s),1 ntdvngs+Arc to bed stairs. Bathroom fixtures and distances from Note the State of Floridst requirements for bath door for compliance of Handfcappcd Code (F.S. 553, Part 5) ❑ east, west, north and south. Finish C. Elevations of all exterior erio' walls5ty Engineering Department or floor elevation height P er Cisubdivision plat. ❑ ions to be used in the structure. Bearing d. Crops sections of all wall sect non -bearing inter and exterior. Show all components of wall section. e, Framing plan for floor joists where conventionally framed. Plan to lndlcate span, size and species of materials to be used. ❑ f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. O g, Stair details with tread d riser r sdimensions, guastringer size, methods of attachment, placement of D h, Square footage table showing footagesi S.F. Garages/Carports S.F. Porch(s)/Entry(s) S.F. Patios) Conditioned structure S.F. Total (Gross Area) ❑ 3, Three (3) sets of completed Florida Energy �f soils appear ode Forms (Form to be unstable ❑ 4. Soil analysis and/or soil compaction rep or if structure to be built on r11, a report may be requested by the Building Official or his representative. ❑ 5, Other submittal Documents: and/or sewer system ❑ a. Utility letter or approval when +Ii4iwnter supply connection to be made. 1: t ❑ b. Septic tank permit to be obtaincijv �Seminole County Health anford, Fl (407) 665-3600 Department at: 400 W. Airport thec. Arbor permit when trees to bemoved from property. Contact City Engineer for details regardingle arbor ordinance and permit. 0 6. Application to be completed thorot hly and signatures provided by a IN licensed and insured contractor. OWNER/BUILDER DUST APPEAR PERSONS TO SIGNcontractor license numbeN AS rs mu0st beincluded on the A STATE STATUTE 489. Sub 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 I. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beatbas - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE (By Owner or Authorize gent) PE-=s'r- C O+NzTRO L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS 'Name :xddress> Cite/State/Zip�IA�A-D� Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount u>; (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address `OTIFICATION STICKER LOCATED: -- �-+a.r. �� City/State/Zip Phone & A . 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 G 0 VERN 'THE RELATIONSHIP OF THE PARTIES. .apex Representative Signature Date l26lttfmer or Agent -Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and a, during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for f er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the nren(s) balted 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 portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex In areas where any of the conditions described in 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 WARRANNTES 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. 4 lt Is the ity f all SENSITIVITY/PHYSICAL FAC�ORoCustoccupanter s to tot consult a physicianands And Agrees alf necessary regardinglAny oaffecta hieyProperty treatment guests, and/or other temporary o permanentrior rgy or may have and (2)it is their responsitr to otiify Apex n or other condition n tt may days p tedtortexacerbat d by regarding he products eand or sensitivity, concerning odors, , pollen, techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract an apply without exception. The Customer 1, DOWELAN cO OWNERSHIPS stem (Compon nts) aela d wi l remain to property of DowElanco. The Customer hits snohrights lto Anyofthe of the Sent y Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized 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 it different form of termite protection or discontinuing the relatlonship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)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 elects to discontinue the relationship, or If Apex cannot offer an effective different r or advise Dowprotection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (S)ret leve Elanco 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) Identifies! 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 termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or Animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located 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 It 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 nn effect. CHANGE IN LAW, In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the righti revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfillir Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuelJor materials, strike embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Ape Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteratior (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have be repaired by Customer's evidence of receipts. ARBITRATION, Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereund Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all provisions of the Uniform Arbitration Act as In force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg• 1 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 shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and relieved of any liability hereunder If Apex determines, In Its sole discretion, that it is unable to prevent or stop further damage to Prop. from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any 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 = transfer fee payable to Apex rvithi (thirty) days of the transfer of the treated Property. "Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapo►nt Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459-2847 407.858-0540 813.221-2847 800-929-2847 888-764-2847 877-459.2847 ,�.)l (ocP A P., D. R. HORTON 'HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # 4 SUBDIVISION: Pg&Z 0A PArk ADDRESS (fig ff7RG"QP I)Aek A/C SAN(rN�,�t ✓BUILDING APPLICATION v-fO WER OF ATTORNEY ✓ 2 SETS OF SEALED PLANS 2 PLOT PLANS ✓3 SETS OF ENERGY CALCS MANUAL 7/DUCT LAYOUT ATTACHED TO THE PLANS SETS OF SEALED TRZ,I�S PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT � APPE?C CONTRACT Dri V6 i Rrm Limited Power Of Attorney -DeS 4-e� I hearby name and appoint: Craig Coulton, L,�r jow each agents of DR 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: Richard B. Ladd And to sign my name and do all things that are necessary to this appointment. CBC055300 Contractor State Registration Number "462 Signature of Contractor This foregoing instrument was acknowledged before me this -tl day of , 2003 By. Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State Coun OFFICIAL, PA'T7,,IC1A AI�YSF�{L NOTARY P , ,, ATI ILTON L1S' .0 STAT1 OF FLORIDA CZ)�'v1:bfISSfON�'rJ. D17 34 MY C0;'V bf t' ON NXP. i 30 0 L 26.2006 ',-.kA x U1.4 SANFORD P.O. Box 2847 SANFORD, FL 32772 P1 IONI: 11 (407) 330-5630 FAX a (407) 328-7367 APPLICATION FOR 11'1'II,['I'Y SLIRVICi- Ac;COHN I (DULL NAME) NAN1111, 1z, �Aor-�o SC.IZvic t. ADDRESS %c7jk -MI- nv4r),n, A R7 n 11 1v1Al I .I Nc i ��Ul)1tI1 .Z50 !-� 71'1i=►r }' � �r-;yP ��o _ TURN ON DATE SINGLE FAMILY RESIDENCr / 6---A a-i ruv"L, itL;J 11JL'.lV l...t,; Owns,r( AG��- - COMMERCIAL ._ `i loC'4 L� &T 4=F. E �ovt�Q-G� at1�r L' cvl �vn WORK//4D-45G:T -cj l O� SOCIAL SECURITY# HOME# OWNER OF PROPERTY DR. }4or-}.{ r, 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 TRANS PROVIDE PROPER ID PAID AT THE TIME. WHEN TRANSFERRING ALL OUTSTANDING; cN SIGNED; EPOSIT TO ANOTHER. THE POSIT TO ANOTHER SER NEW APPLICANT MUST G CHARGES_MUST BE E ADDRESS. I MUST PAY DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $r OTHER FEES $ TOTAL CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR I)A'rr Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Magnolia Park This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No..0 �)-1 5 .. ) for the following work: Construction of a SFR on Lot 7, Magnolia Park Phase 1, 158 Magnolia Park Trail Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com e Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE (Owner) J,. Signatur Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31St day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is per onally known to me or who produced their Florida State Identification. il OFFICIAL IVY TAIRYSEAL III IJ PATRICIA Co LTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DDI3433o MYCOMMISSION EXP. ULY26,2OOG Notary Signature Notary Stamp 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228itz Please visit us at www.drhorton.com MW MIAMI-OADE NtiAtvlt-DADE COUNTY, FLORH • METRO-DADE FLAGLER BUILDI; BUILDING CODE COMPLIANCE OF'F14 Mr.-'TRO-DADE FI.nGt.r•.R BUILDR I40 wl:s'r rLACLCIt s'rttlxn%surn: IG MIAMI. FLORIDA 33130.1 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (3os)ns-z5 Premdor Entry Systems CONTRAc: Cott LICENSING SECTIS 911 E. Jcferson, P.O. Box 76 (303)373-2527 hAX(305)373 Pittsburgh ,KS 66762 c:0v'rtt,%c:r01t t:��rottrr:atr:,v r nn ISI pus) 37ss��cc r,�N (30s) 375-:• rttouuc: r co,t•rnot. owisi (303) 375.2h02 FAX (ins) 372-G Your application for Notice of Acceptance (NOA) of Entergy 6-8 S•W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miarni-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 OF11ce (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend t use of such product or material immediately. BCCO reserves the right to revoke this 1pproval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin- Cede, The expense of such testing will be incurred by the manufacturer. c'- ACCEPTANCE NO.: 01-0314.25 EXPIRES: 0.3/02/2006 Raw twariguez Chief Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER,%L CONDITIONS BUILDING CODER PRODUCT REVIEW C0NUMITTEE This application for Product Approval has been reviewed by the BCCO and approved by tite Buildi Code and Product Review Committee to be used in tyliami-Dade County, Florida under the conditions: forth above. APPROVED: 06,05/200 i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance 0111c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVEDJUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with ' omply-with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entcrgy 6-8 S-W/E lusiving Glazed Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-1, Sheets I through 6 of 6, titled "Prcmdor (Entcrgy Br. Double Door with Sidelitcs in Wood Frames with Bumper Threshold (Inswing)," prepare( 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. Si,iglc door units shall include all componcnts described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang'.e between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are desi�ncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection systcm (shutters): the installation of this unit will require a hurTi, pl otection systern. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIREINIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the componcnts selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co- (SFBC) in order to properiy evaluate the installation of this systcm. Ntanu I t crcz, P.E. Product Co ro E.-,,an-. Product Control Division AL 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 Acccptancc (approval) shall be considered after a renewal application has been fi and the original submitted documcntation, 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 acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initii submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddet or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. 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 6words Miami -Dade County, Florida, and followed by the expiration date may be 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 well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for ternination and removal Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEP" ANCE. Manu Perez, P.E., Product Con tr xam Produ 'ntrol Division Glazed Units FIBERGLASS DOORS 6'8" Height — Inswing 1 , COP-WL-MA0141-02 r.l r 02-0419.08 (Application Filed) (• , ,. , 52,0 NO Arrangement X Singles 1 ro" 2'6" 2'8" 2't0" 3'0" 3'6" Not Listed Not Listed — — X0, OX, OXO i I 2'8" + 1'0" COP-WL-MA0143-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 17 210" + 1'0" 210" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 17 COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 NO I I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + IT VT < 3'0" + 1'0" 1'2" + 2'10" + 17' 17" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 (Application Filed) 52.0 NO f 2'8" + 2'8" 2'10" - 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419,08 (Application Filed) 52.0 NO 2'8" , TV + TV + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + TV )Votes: 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 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and othe; slruch.res). National, slate or local boding 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, O ak raft AR 4 EK'" VII.VKCI.AtS kK1'KY OVO., N-A.—f—r—tnryry D•m, AD�� 79. 201)7 0„r commu.'9 DroD.mn of D•Dwfl "nD.o.Tmpn n%$ft S0001-0600s, ouq" 7no D•odun 0t1.Nl ;YI.ItU 10 ChIrV• w0oul nOce 7.tl. u."b .• Masonite International Corporation FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 1 t 2'0" 02-0418.03 2'6" X COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'8" 2'10" 3'0" _ TV Not Listed Not Listed - — 1 ,• ples Iwid1h)1 , Miami -Dade BCCO r• Rating ImpaciRated 2'8" + 1'0" 2'8" , 17' t 2 10" + 1'0" 02-0418.03 1 2'10" + IT, COP-WL-MA0163-02 (Application Filed) 55.0 NO 3'0" + 17' 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'O" X0, OX, OXO 17 + 2'8" + 17' 1'0" + 2'8" + IV' 1'0" + 3'0" + IT 02-0418.03 1'2" + 2'10" + 17 COP-WL-MAO164-02 (Applicalion Filed) 55.0 NO j i1'2" + 3'0" + 1'2" +I t 2,6", 216.. _ 2.6" j ! f 2'8" + TV + 2'8" 2' 10" + 2' 10" + 21W i I 3'0" + 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" + TO" XX, OXXO 2'6" + 21" + 2'6" + 2'6" 21" + 2'8" + 2'8" + 21" 02-0418.03 COP-WL-MAO165-02 (Application Filed) 55.0 NO 2'10" + 2'10" + 210" + 210" 3'0" + 3'0" + 3'0" + 3'0" Mote: 1. Occr arrangements using fewer panels than win! is shov:n in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masons a Wernstionat website (www.masonRe.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. Ac!ual design pressure requirement for a specific building design & geographic loc2bon is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes speclly 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, PA2O2 81 PA2O3. Cad, 'eft ARr9 `a i.INu.elr he" 1 .U_9 :1 A .. I A Y POOR" Wwp #d P4.r14" Foul O1.::: AD'I iI. No? Masonite international Corporatio!. Ow'4.11.114u10 Droplam 01 610ru0 mlfllo Ww"I makes sattere,GO"a. *'Sig, MO pr"1"ct 4"", 10 0M 91 . Wl nucr. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing , , ,., r 02-0423.01 COP-WL-MA0146-02 (Application Filed) rP 1EM= 40.0 NO 71' X i _ 2'6" 2'8" �— 2.10" 3'0" 3'6" Not Listed Not Listed — Arrangement X3 Ox, LXO Multiples ,th) 2'8" + 1'0" Masonife Internationalr COP-WL-MA0148-02 02-0423.01 (Application Filed) r•Rating 40.0 Impact1 NO I 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 1 37 + tT" 1'0„+2.8"+17 COP-WL-MAD149.02 02-0423.01 (Application Filed) 40.0 NO t 1'2+ 2'8" + 17' — 1'0"+2'8"+IT 1'0" + 3'0" + 1'T 1'2" + 2'10' + 1'2" 17' + 3'0" + 1'2" TV + 2.6" + 2r6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" I XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02.0423.01 (Application Filed) 40.0 NO TV + 2'8" 2'10" + 2' 10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 21" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" TV + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels Mar what is stlown in the above chart also comply under the product approvals shown. 2. Assembly delai!s are availab!e from. the Masorite International website (www.masonite.com) or from the technical center. 3. InsW13.1ion instrertio^s are available from the fdasonite Internaticnal website (www.masonile.com) or from the technical center. &ctuai cnien pressure requirament for a speci?ic cuild;ng design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or Kcal oulloing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O akcraft ARTEK" 1 1." �1..\{S I: N'1'MY D<I(3I:1 I.Y".ira"r".Oa.O•u [:Nr Dann • �RCJYr�n/n)�`��✓VI"� •//��/�//J/j %n�Ir.�'nN VVVV r:3r ['tl:�•.i.t 7rt� inl 01 Orpr�Ntt iR.(rrORrl(M �.ilp! Spt:Jl;;,;.r",. Ct3gr :'7 $.>:.:1 Maionite International Corporation Glazed Units COP-WL-MAOIOU-02 FIBERGLASS DOORS 8'0" Height — Outswing X Singles, 2'0" 1 1Miami-OadeOCCO COP-WL-MA0166-02 02-0423.03 (Application Filed) r• Rating 47.0 1• 1 NO TV 2Y 2'l0" 3'0" 3'6" Not Listed Not ListedMulliples — — X0, OX, OXO 1Masonite1 2'8" + 1'0" COP-WL-MA0168-02 rl' BCCO 02-0423.03 (Application Filed) r•Rating 47.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' TO" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'D" COP-WL-MA0169-02 02-0423.03 (Application Fled) 47.0 NO 1'D" + 2'10" + 1'0" 1'2" + 2'8" + 1 W 1'0" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: I. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonile International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 • PA2O2 & PA2O3. 0 Oakgraff Ak EK" ...I...a � T<.1ure•1 F11II.1;L ANS e: N',NY nOONti 1'M•wTun•.<!fi-Id-r^-1 �°.�. /�/� ❑ Awi 29. 700i Masonite International Corporation Our COMK ng gr wOam 01 wO01 o + pD mem makes SOKftali . o<Sgn aM WOW 0 144 50O 110 t0anye -MOu1 Oo1Ke. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing X Singles (width) 2'0" 01 COP-WL-MA0101-02 01-1031.01 76.0 a5mum NO 2'6" 2.8" 2'10" TO" 3'6" Not Listed Not Listed - - Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" Masonile International COP-WL-MA0103-02 1111111111161 Min CIF15117T. 02-0109.10 (Application Filed) UP Rating 55.0 Impact Rated NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 37 + 17 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO IT+2'10"+1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + IT 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oakcraff AR k EK'e IIMe:Mf LASS �'.rl'iMY 1JDDlti Ne".ie•W fMrEYuErof Dmn .. 0..•.:,e Dee.. ADl+7q. 20OZ Masonite International �OfpOrdtiOn al eonnnemp pl,,. of p,DdD mDlOvfineM DWtl spe(ilKalgni. Ori�gn allo Dl dD OelaJ sDDI 1 to eDaDge a hoUI nM1 t Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Outswing 1 COP-WL-MA0121-02 �., r 01-1031.02 r• 1 76.0 1. •, NO ,.Singles1 X 2.0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not ListedArran — — ,Multiples, X0, OX, OXO 2'8" + 1'0" ,17117MRIVITIMr.l' COP-WL-MA0123-02 r 02-0109.09 (Application Filed) r• , 55.0 ,. 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'D" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 81 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. Oak aft AR EK'- ..L lINF.MGI.A%S F:N-1'NY•DOORS .b+i...,nY llwiPu E_ Oev. apa 29. 2002 Our COn,.numD MOpram Of Drodun improve makes SWRiCa, j. dn3ign and WOdutl Oe14.1 SYDieC1 IO Cnanpe wi1nON "We ,.rr"•...la I..m Masonite International Corporation Opaque Units . COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing ,.Singles X ,•Multiples X0, OX, OXO (width) 2'0" IvIasonite Internationalr.r COP-WL-MA0106-02 r 02-0109.08 (Application Filed) r• Rating1 70.0 •, NO 2.6" 2'8" 2'10" 3'0" TV (widlh)e 2'8" + 1'0" Not Listed rnal COP-WL-MA0108-02 Not Listed Miami -Dade BCCO 02-0109.08 (Application Filed) — r• Rating 55.0 — r. 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 37 + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 37 + 1'2" 2'6" + TV + 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" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 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.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakc-raff AR EK'- r..l�Co Ap+ts.aoo: Masonite International rporaelorl ow COn"nu.n0 O."p OI WoO.el mO.Ove 1 .1keS SOeSO,eXl $ OeSpn +" U•COun Otled S+Oleel 10 eee.pe .0.0 n01Ke. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing ,•Singles X (width)I1 2.0" 174 COP-WL-MA0126-02 .,• 02-0109.07 (Application Filed) 1' , 70.0 ,. •, NO 2'6" 2.8" 2'10" 3'0" TV Not Listed Not Listed -jNe - , X0, OX, OXO 2'8" + 1'0" , , COP-WL-MA0128-02 02-0109.07 (Application Filed) 55.0 ,. 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 'IT 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: t. 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. Oak�,raff AR k EK'- em ..I.p.a n I .cd YI N1. Nfi1..1\.\ Y: N'1 NY OOONS Nprlue.M re.ryl,u FwY Ooen PRMn��Il AW+29. 2002 Masonite International Corporation 0. Com.Du,n Dr09,.. o1 prod-1 impro ea make SWiliUlgnl. DesgD iId OV06MI Delft SDDIeCI to C"../i1DOD1 ..k. X Unit 6' TYR I" UNIT 8'0" UNIT -15/16- 17-1/8' MAXIMUM ON CENTER TYR • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 114" SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA 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 08 and N10 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 properly to transfer loads to the structure. 0 av1i129.2002 Masonite international Corporation 0. con.~.9 p og— 01 01000e1 " 0,, eMfM MAC$ SM-1K)Ign5. oei,gn ind MOdOc1 0n,d $.b^110 (WQt w0.0 n01- R XO or OX ' "' ' Unit ' SINGLE DOOR WITH 1 SIDELITE 3- TYP. �PYR CL TYP. TYP. � TYP. 6'8" 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 r Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" I ♦ i t .7 t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and #10 wood screws or 3/16' Tapcons. Z. 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 property to transfer loads to the structure. PRfJN v' :'"L..// �:. � Zvi • Ajod29 )532 Masonite International Corporation ()�� i0.�1•�-', 11�"�".1 Ili WW 01)" >K 0", W01t( —NN, wA00t.1 n01.(t OX0 fl r l l l I . Unit ' SINGLE DOOR WITH 2 SIDELITES 1 "UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYR • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Ki APIA 29 2002 Masonite International Cofpora�io� Orrr (Onwr,r••rp :IrUVr Jrn VI Vr Wrr:' • nrCnl n41"S Slrlti�l•,JIUn�. Of)•yn inC Jryi7VC1 UCIJN SV4µ'CI 16 :r'.rnyf wA hw W., Unit I DOUBLE DOOR WITH 2 SIDELITES } 6• 1 TYR r6'8" UNIT 8.0" UNIT 13-15/16' 17.1/8" MAXIMUM ON CENTER TYP. CountMinimum Fastener Rough Opening 1 • 6 per vertical framing member Width of door unit plus 1/2" • 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) 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. Apnl2y 2002 Mafonite International Co,po,aiion QI, oonl-np o,oC,i,n of D,00•Cl -Wov ffo miles 5olC�I�(�Ignl. &"5 ino U' ooun OBi,I w0R ' w ".9t w t—, - K! XX Glazed Inswing Unit APPROVED ARRANGEMENT: 'fix^t: `+ O;' 0h � T + �F T Double Door Maximum unit size - 6'0' x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. COP-WL-MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r 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 speciy 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: com0o 00 go 00 00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ Ho a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA-, 23 R/L. 2e R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be uses in the following door style: Eyebrow 5-panel with scroll r_ Oak raff AR k EK'� Iwuodyra�n �rU IM(:L ASY LNI NI' VUON\ .a_T«-✓b rs..Nut.wr G°°^ April 29 2002 Masonite International Corporation (iw CoMmume pde,am of drodun ,"en, makes %W,1k,argn}_ dtsp'pn and OOW dead subrea W mane, -man .0 Ke XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FUL�La GLASS: a 404 Series e10 Series log Series 111, 'de 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: el TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME Ct1Y, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'- ,. ,_.., 'u�r.1M. nwn4.1,,.N t.M.rw trn DeerEl �n (4�Masonite April 29,2002 International Corporation Out toM-.-o D10e1em or D1o0un -0—e-1 mJk,, sm4ic~s. &mg- eye 01W,id 0e1L1 Wt ..11. ~Qe -0110N Mr1Ke XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 COP-WL-MA0143-02 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". Single Door with 1 Sidelite Mwamum unit site = 67 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. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeO followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: a o 00U 00 00 00 191 00 100 Series 03. 05 Series 136 Series 822 Series 1/2 GLASS: ❑ �0 �� 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/l. 23 R/l. 24 R/t 107 Series' 108 Series 304 Series Series' This glass it may also be used in the hollowing door Style: Eyebror, 5-oanel with scroll Oakcr� aff re.rn... AR q EK" ..•r.. �r I I It k—ol. ANN LNIKN 00—s w.q.v.ere.M.uE.—Dm.• { fM v':'%..//.,i:... Apt 29.2002 Masonite International Corporation Uu• coni•n,m; ,+�oV�wn or e•0u0 —wo—w, mares soecnrcnrons. oas on n.a >�pr,.0 oeuu-�,r:� rc cnanye «nnour nonce XO or OX Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-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). / W v /s� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK1e r., e,,.• r..., ..r ,nc',;,:,."a 4.-rwi `unurra r.w,.4.....a re..p"r.".,Dew. PREM✓ ��(.,//.. �;.. �o ❑ O�•� r Dee•, A01429 2002 Masonite international Corporation Our rW-_-p p1Opr2m DI p,00Dr1 a wo—e. rr Als swlkm4ns. Ots.en IN plod". )"I., s.D,rr. M rn,nee _"W N"C' OXO Glazed Inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size - 9'0- x 61' 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 lot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 �00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n ■ OU OU I ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 Rk 23 R7L. 24 RIL 107 Series' 108 Series 304 Series Series* This gtass kit may also be Used in the 1pltpwing door style: Eyebrow 5 panel wnh scroll OakVraff AR 4 EK" r•rl�i,.• , ,oT w,.b.w.ar.«�•-e��.o�.. �� ��n��� �_•- • PIUIN •InSS LN1N1' UUUµ> AD, 29.2002 Masonite International Corporation Ou, co ­nu g of rod Kj +Dmo.emele makes 1DKifKA*q S. DoswD a00 DiodW Otgd $.4M1K1 to tK a wnMw -.1- oxo 10ar , Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a �t a no on 404 Series 410 Series 109 Series 114, 120. 122 152 series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" IIUIMI�k •\11 it`ll Nl''UlIUM3 Np,.Te.dn•rle.abv kwrDeerr � .. o.• r oee.. April 29.2002 Masonite International Corporation Ou, ton4nwnp W09ram or Woovcl dnplovemenl makes SW6bC3U0n$. 4eWO an4 010MI 4ela.1 Suolea W C"r wilnoul no1Ke. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145.02 FIBERGLASS DOORS -s 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 resistard requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: a 0 n0 a0 00 00 D0� 00 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 11 0UU 0� 0 00 00 00 00 00 00 106 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 3W Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakraff AR k EK" t t • e I�Illlfl t:l •\ti.\ lM'tN\' UVVN\ NenT�.vr�d iswN.. [mrr Doo.. f t0 -. Ow• ♦Dee•. Ap,il2y 2002 Mason ite International Corporation Ou, com-nu•ng 0109, m W WOW-P,o+emenl mates sp d-cai*m Ocsv a-0 D,WW 0,,., SYDItI110 C�>ngt -,w nw- OXXO ' ' '' ' ' Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: k oa oa 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a o 1 129 Series 200 Series 12R. 12L. 23R. 23L. 450 Series 152 Series 149 Series 109 series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak�,raff AR EK" r . •. • . •m rn+c w,a,.,S LNIMI ,u��un. ..,.,.r,.wsr+..p.. t,.r o�.. �%(EM✓vi�6.J/..✓..... w April 29.2002 Masonite International Corporation Ow commwn9 D,oVam or prppuct -p.w ". ,N4s $M'1K41vnS. pesgn Onp product Oelag S.OKct to cnmee .0oul noble XX ' ' ' ' ' ' Glazed Inswing Unit ' 810" 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 We - 6'0- x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot 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-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: 00 404 Series 00 822 Series too Series O ak raft AR 4 EK" E..1�,:•.1, I'll/INf.LAN1 E:WTNI' UUVN) M..�R.wNfiW.Ehu E.w/Dew+ �xx�C., • + 0•. r oee.+ April 29. 2002 Masonite International Corporation Ow (om.wmp ;NDpUn+Of D1.0.11-010vemenr MACS SOe "C0Un/. 4et�pn y+0 WOOKI 0""' ^tc, to'hope rung.. "lKe. XX ' ' ' ' ' ' Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEK" ,..1�....,1.am r�,uc+t��.,,, LIn, N�,U., ,w.1 ..i.. .a 1a.. ul�w. Doo•. c�� � I�/�S April29.2002 Masonite International Corporation W C",rWno 9,99raM 01 91od.0 ^^DrpvtMlM M kes SpttAKM-5. (WSi9n iM 9"Od Cn W." wben 10 0.9e .4-0 1 n01- XO or OX 1 t a ' t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size - 6'0' x 8'0' Design Pressure +40.0/-40.0 UrrdW 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. stale or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 0333 0o 00 822 Series 1/2 GLASS: 00 404 Series 108 Series U Oak raft AR 4 EK" .•.1. r. r la r -d I�IIIIX1:1. �\[�I: V1 Nl''nr1r1M\ Wn.Tr.orN iy..ryr lnvl D.on /)l)Ca/MA�,��. ,�,r• /, �n Ap11129 2002 Masonite international Corporation our com,nvrnp D100ram DI D100vC1 $W-,KM..S 0[P0n an0 Dr0"vU 01".. SOW" W 009, ."0 v, n�l•f c XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). R ** IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff EK" E..IN...•I, I.a�T �_...1. ra w E..l..e.l 1'IUI Nl:LA [\ LN-rNl 1)1)IIMt _ART W�A.wN1.MEONEM Ooon C,,Mn' y/L a VV�• ApW 29, 2002 Ma3onite International Corporation 0., commuNq e)opram of oloovn xnW o,tm"t makes jvK I,Em�ns, oeve^ a1Nt orod.1 oeuN 10110 to C4.9, waoow �alar. Ox0 tljel Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Single Door with 2 Sidelites ma)drnum unit size - 9'0' z 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 3'0rr x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-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: 1/2 GLASS: n oa 04 Series Dm oa oa 822 Series 108 Series U 0akcraff AR k EK" ,•rl�...•r. tre- rN1U1r. t< p a : 1:vIMl'`lar )IIK1 Ne.r.T..wa{ie.NnE+r.T 0— April 29. 2002 Masonite International Corporation Our Wlnawrnp P102'an, 01 prw,a m1prOvemtn1 makes SOK"KA,ons. Otspu and product dtUd Sut K" 1 tranpe —h.ut n0utt. Ox0 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series $10 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). M N+ IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft ART EK" r.rl�. •.le 1ro- ....D r........ C.' e IULUCLAS\ ENTRY DOORS eeor-T...nvl ti"AD a.we O^^n i�Ur,Mn�„�I+�ni. • �� April29,2002 Masonite International Corporation OW CWI^nnp D.op.am of poduCt �p.ovemenl makes spKAKam om. Oes.pn aM proGW Feud sOW1 w enanpe wnnour nmKe. OXX0 I I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. O O L"', J d, Double Door with 2 Sidelites Maximum unit size . 12'0' x 8'0' Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-nalional. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 40e Series am 00 00 822 Series 108 Series O ak_�raff AR 4 EK'. MIULNGI.\ti\ ere.A•w.e ip•gYu rnvr Oaw. �C. ,✓���� �,. •• • /� S lr+-I'MlUUUµS April 29.2002 Masonite international Corporation Om tonunu,ne D•oeram or UroduC1 •no o Mery mri.es SMd—lroni. Des qn and D�oduU olgd suDiect to chq qt wuhoW Mv- OXXO ' ' ' ' Glazed Inswing Unit I 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: ;i 1 t 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 raft; AR O EK r �, • • eT rruc Nc�sss L%TMl' U•)11Ns No•rM.e.ne r,a.psu bwY oow. MA' V 0 PREM✓.. G..i/.rJ....• Apri129. 2002 MaSOnite Internalional COrpOral'On Ow comb n0 0.0go. 0: W00ut1 ^^D•OvrmMl nu4e11DKNKNg05. Oti�O� iM D•00001 MIN wcno w comp,. __ XX 1 ' ' 1 e 1 Glazed Outswing Unit r APPROVED ARRANGEMENT: ,.. ,, 0 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size - 6'0- x 6V Design Pressure +55.0/-55.0 Umiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location Is determined by ASCE 7•rlational, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 �[l8 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n M 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RA, 23 RA., 24 PA 107 Series' 108 Series 304 Series Series' this glass kit may also be used in the following door style: Eyebrow 5-panel with scroll — O akcraff ARkEK'. r.....:.•r. r.OT rn.[w :�.�•• cn'tuv `u. n�K> r•w..r.. o.w re..ry.. Owr Dww. �FJ:'r ����..//..✓.:.n � �iVVI/ e ., o:• roe... Atini2q 2002 Masonite International Corporation Ou. co--" "WlbO 01 p.DD.c. +�OrOrtmtnl mihfl SOH.IK>Igni. OtS�Qn xn0 W.C., a-., %...... 10 ~Q. w�IDDDI npl{t XX 1 ' ' 1 4 1 Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 01 00 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1� / &-X�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak AR 4 EK'� t•11�,..•1, r.^� ,raff .. `IUC1 r.1^,.r..v.arwp"r^r., Mn ❑ s 1 1:1l.\]1 Lq'1"1 uuu"., ' April29.2002 Masonite International Corporation 0" C.. ~Q 01",— 01 prpppn lnprpvtMlM rrWM SpN�Otilgni. 4l1rQn inp DrOp�Cl 014" 1.0111, W ~9' "rl w n014t ' XX 1 ' ' 1 e I Glazed Outswing Unit r APPROVED ARRANGEMENT: H. 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0- x 8'0' Design Pressure +47.0/-47.0 Umiled water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ao e0e Series 0� 822 Series 108 Series U O akcraff _AR 4 EK" om w,.,,,i.x,a�n r-10C96LASS LN-1'Ml0011-1 ❑ n' . • vRE/%%M0-1 cD. April 29.2002 Masonite International Corporation pur co^unw^e o,opram .1 wooucr +nwo+rm^m manes sottu¢nons. aes�e^ >^a oroeucl oeUd SuON(r r0 cn+npt w^rqul np1�t> I T N .k A•LM M Ili I ICI lri�iliifiiiill �1 I 2 I } REVISIONS DATE: ECN N0. APPVD: DESCRIPTION EIWW I OTY (1) WAS (2) FOR TRACK BOLT -20 G 1N1. f/0 STlt3 ATTAL1iD N DOOR HOIEZOHLL SWN MM PAIE2NrED TOG -I -IOC STSIFM DOOR (EOV. B07IOrN k CENTER): ICI \TLW b' IS G m STEEL RN• BR/BtET. EACH fASTERED ro -ow 4AATB MM LISTEDt (3) 5/le•.1_S LAG fs �,lK 0 ��«� m 00Ve1£ ris r� 14AOR00m 6 AVAki&f AS M oPTo Y(1M 'C• 00011 210pN} 1' 2" ULV. STEEL TRAcx, TRACK Otl(xNE55: W. St ee la« Tm POfs 1l© �1 T9. x_I,x•.Ix G GLV. $1FEL rRAO( 9WGKET. 1000C I£ (•I rt+A� ewc+cErs xR SIDE. N L REPORT#9606C'NR �A°' � s• • xo u u-BAaS. U-B46 N A 2-I-I-1 MO u-dVES W..YEe06�Ly®jg ow u-9Nt5 ON NOR SECIbM. ETC.) /laq/e• SHEET Ei'rAL 3CREIVS LOUII0IN di OPrgMq VELAR 4 op"DIVIE OUTSIDE KEYED LODI Po$IIION MA(. ooaa MOM . Ie•-o• a � o 1Ja'�I/a' vas tO2rt E. TAppWG SCREYVS. DOORS OVER r0 2'a CONSIST F ((4} Cr.S ((SHONN)). FRONT FRAME MM U.V. 119W.4 LAG SfAEYlS ON 19 C[MlOES. 1' O.o. WN. '-a l r��� `f le c ,HTFPasn:_It . �- OOQtS wER 2'- CONSIST Of (5) SECTgRS (NOT SnONIN}. OOATMNC OR OVI90E SIRKACE NESIIOI REOIRRFD. W: 4CDEL4 YAr BE OQRNTFRS{IIRT-$ $Tcw •C (BUT NOT REa11.aoJ TO PMVDE A TMNNN MDUFER IDAo. STOP MOULDING BY ODOR INSTALLER (TO SUIT) n SURFACE, IDrE20MAL .IAllfiS 00 ROT -I 2• TII('Jt 2.8 YAj•DIr PI{ iWB 20 G MIN. GALV. STEEL ENO STILE 1 MOLDED w510E 1/e �lM Ih Y%W 20 G GfLV. STEEL INTER. STYE 23 G uM. STEEL SE[ROl1 B-R SKIN COATED Yntt G-ao YM. l/rE /e.J/4' PAM NEAo SLTIEYY 12 G GKY. SIEA iINMTS arorxErs rAsrD4ED ro naao GALVAw.A & ED-O-ON PRIMER. (10 SCRflrS PER l2TC) S/B' lAo SC Ir LAND • aAKEo-aH PaYESTER 1 e •1 A21rilORs DIN 21 axrtxs (c-Eo 11^I DINE s/Ie•.1_ TOP COAT APPLIED TO BOTH BLACK) OR 24' CODERS ((2.00p PSI I/IL PO! MALK BRAOfEa. Ws 0< STEEL SLAW. 12 G CALv STEEL roP SIN= UTCM ENCxXS 1/4'Ks' TNI'OON SfK1r5 Q+ II-t/Y C7MERi poO� ONTO vERT1CAL TRACK. 19 1N. Dp1[g7E). r/Sf4R$ f/gjpEp 111I11 ]JIB' 1.0. ROUND rU}4f T RQ1ER IIRAptE'T. CACN OIIE SUW uZCN SIFFY£ ANE1R]25, 1 OA. YI/. IRESHER REQUIRED FASTENER (ONE PER ROLL(TI) `le G GALV. $TEA CEMER NHGE BRACI(ET ARACHfD M/(a) FACN 90E Di ODOR. NTill T+PCANs. AIKSIDRS WY oOU21IlFSUM( 2• f/LV. STE0. (TUCK fkSTENE9 TO Ia G GALV. STEEL ROIi[p WNLfy fA.S'TEH{D TO wlER SLUES R a) SMEr METAL INTER. STILE (BUT NOT REaMRD) ro PROVDE A EtV'9N IS G fILV. STEEL mACx BRACXETS FASTENED ro ENO S1N.E5 EACH w/(a) llaa'S/e" $ICEr MErK SCREWS. SHED LAP JOINTS. IIOWOIIrG SURFACE. /DMZONTAL JAMBS DO NOT TRIU( ArtACHFD ro FACN BRA(MT 11.5 e' $MEET u(TAL SCREWS 1Nb WRIOE KEYED IRIN3ER LOM. MM DIE I/4'.3/e' SOLI k NUi t4} Ifa'.J/a' SELF TAPPIIG SCDEIIS PER END IRNGE. NANOIE 1 OR TRI 1/4' OIk ANm. a G CNLv SRA END END END NMGE. EA N rASTENEO TO END �£ Sr" x• OU SHORT STEM, IO 841 STEEL RgiJR. $j49 cl •/(a) t1.3/e" MEN. JEf WRK NCSIERMID. Pi. I" IAIJ U-!Wt S4CR AL YY$ w' M.N0.L SrRL �EPdBeIXMf Df .IM.BS RY oMERS NQpM G_G RORMY PE. 'IELD. ZII G O 5 S10.L t (I) '/a'a3/a' SEU �� �_la'K NORTH CARD Y P.E.. /23W2 NH. rE.ED $IRENGM: 50 KS TAPPITNG SCAfN'S. SSiM lAT()♦ If1PK OPtY1H. LOU( BM ONACK O W L—j ( °'RODE 1 TRACK aR SWILL T E oEsa of ME s RPDRINa smuGTRAL EEE1+em DESIGN LOADS: +24 0 PSF & -24.5 PSF S• rAIL . 20 C.A. GLv, STEEL U-BMS fN0 wvNlE Or DOOR. SMELL' tR rllE RESPOMSDIRY Q< Tlq; INNrE5401U1 Qi I -TJe• W A 2-1-2-1 PN,rTEsw (VE, Tw0 u-ttMs sRE � �E$foR THE tIUEDRNG aR sTRLKnR+E rNo N AocoaDANCE TEST 'ODDS: +36.0 PSF do -37.0 PSF oN BOTTOM SECTgN, a.E V-flVt oR MO(r "To IERMAL THIS ORaNM I DW OOOES /dl ME WOOS LISTED ON W,�ML prAw4, .I� y y M aK T SEcr1aN - . CACH u-BM ATTACkED rwpL OIK AHyEa sTx (olarssl. PART NO.: - MM 1/a'y}l4• $Eli TAPP.NG $EREMS E0p( DM K IDEA L PER 3TRE LOCATION. orEOID4D OR. G,gy.,yy ry Vy� tMNas swwRAN OWr y4 JII IdM A Su(c te00 of 000a. i fR«mom . TOLERANCES R.. c Z—Z,. OR 432a2 Sttlettl A-. Icvr wr«I ww.4f M1VM`, 4«,IAv4ra.M4, .0 l.03 uEEa"a amnaft FAT fb i-51J- 62-4m �s u Tity. STEEL eortoM BRACKET i1pier41M N, 4.NMM. fP\N. a .00 . t.013 DESCRIPTION: L(OOEL 6RST W4 16-0 1 8-0: 24/-24.5 DESIGN LOAD rtAUNEp MM (1) 014-5/5' SHEET WaNL SCREWS . // abir tlw "0tl"'"Or I� " .00o . f.009 -- NLUTARIkI EXTRUSIONZ� ewa w .0000 - t.001 DRAWN 8Y: Bua GADWG. TE: s/16/00 SCALE: NTS k ­T. «CATNERSTRi �/1 Third le O q"" . t 1/Y CHECKED BY AIwW / PNOjedi_ - UP " Slaw Oth- DATE'. 4/18/00 SHEET I OF 1 SIZE B DIMENSIONS ARE W NCNES. DWG. NO.: IG2138 REV. NO, 1 4 3 ---- = 2 'i I r �I 3 iwnw E µRwck REV. 1 '1k '14 �0 C a WA 4 MOO6R T ( A ST ( SKIN) MODEL: 4RST (24 QA. STEEL SKIN 3 OPTIONAL OS8 GLASS OR LISTED 1 B' ACRYLIC UTES AVAILABLE ( SECTION 8-8) IN. ENO STILES ATTACHED TO DOOR PATENTED TOG-L-LOC SYSTEM TTOM & CENTER). .. �. �® a REPORT#9606C 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. E Mai OPILIONAL OVE s .— y A O OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR W10TH 9'0' ONE 3' TALL . 20 GA. U-BAR (50 KSI) PER DOOR SECTION. 01 ENO SLIDE BOLT STILE JW LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INa_OF C— -IOF BOOT LOCK OPTION NOTE 1: DOORS UP TO 7'-0' HIGH CONSIST OF ) DOORS OVER 7'-0- HIGH CONSIST OF (5�SECTIONSSECTIONS (NOT(SFKriSHOVN).WH). oil REVISIONS I) WAS (2) FOR TRACK BOLT 2' TACK 3TALL U-BAR 0 GALV. STEEL 1-7/8. IOOUB HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 G4 GALV. 14 a cAw STEM Tp STEEL FLAG BRACKET. ROLLER BRACKET. EACH BRACKET ATTACHM W/(3) EACH FASTENED TO WOOD JAMB WITH (3) 5/16'.1 -5/8' WOOD LAG SCREWS. 14.y ' SNFET METAL NQD:: DOUBLE TRACK -SNv LAP JOINTS. TRACK CONFIGURATION LOW HEADROOM 15 = AVAILABLE AS AN OPTION 14 GL GALV, STm END HI ,M EACH FASTENED TO (NO STX0 1W1E�7(4) I 6' SEAT AL $ E DOOR HEIGHT 6 -6 70 MI GALV. KNACK, 7 -0 76 MIN. TRACK ` 1/ 1 (APPI`i 'L' K THICKNESS: THICKNESS: .060' _ TAPPING SDtM. a 8 -0 88 J' TALL . 20 GA GALV. S 0 TYR 2-1/2'x12 CA. GALV. STEEL TRACK BRACKET, STEEL U-SAFL ONE U-W PER SECTION. EACH U-W ATTAO= b (4) TRACK BRACKETS PER SIDE, LWTN TWO I/{•.}/4- SELF TAPPING a SCRAMS PEA S1IE LOCATION. 0 LHR TOP BRACKET HORIZONTAL TDOUBLE FRONT FRAME COATING ON WITH U.v. OUTSIDE SURFACE LE TRACK 101 1NIFWC6 JAMB ATTACHMENT IJ GA V. STEEL BOROM 4Wffi0 FRSJE�8L4LT11NG5) BRACXETTrAONED WItN ivK) ^ LOW HEAr�ROOM OPTION I /4'.3/4' SELF I/2 s3 LAG SCREWS ON 24 CENTERS. I O.D. MIN. .1 LEET METAL SN77EWS. I I TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK 14 CALLAIIRIM EXTRLTSON 558 CLASS OR OPTION 10 a acw J_ NO HINGES (BUT NOT REQUTRED) TO PROVIDE A FLUSH MOUNTING E I8 GA. I RMEDLAtc ulNr.� t VINYL WEADIERSIRIP. 1/8' ACRYLIC LITE WINDOW LITE VIEW •B• y .C. SURFACE, HORIZONTAL JAM85 DO NOT TRANSFER LOAD. SECTION B-B SEc nON 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'.1-5/8' LAG SCREW PER TRACK BRACKET, 2- GALV STEEL TRACK FASTENED TO 2 CA GALV. STEEL TRACK BRACKETS, TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'.5/8' BOLT & NUT OR TWO 1/4- CIA. RIVETS. STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. GALV. STEEL ENO STILE 20 CA. CALV. STEEL INTER. STILE A -A Lau NEWT VFRTK_u .IA4B ATT '�-'M N' 18.3/4' PAN HEAD SCREW QQ�_PSI MIN C[MIT:RFTc rr4l " 1 MOLDED INSIDE (10 SCREWS PER LITE) LTi1���- END 3/8 K4 SLEEVE ANCHORS ON 24'�6rERS (BOTH LITE RETAINER F f STILE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR 1/4'.4' TAPCON SCREWS ON 24' CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, V O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE (BUT NOT REQUIRED) TO PROVIDE A FLUSH 1JOUNnNG SURFACE. HORIZONTAL JAMBS DO NOT TRANCLTG i nrn �- 18 GA. GALV. STEEL CENTER HINGE. FASTENED TO INTER. STILES W 4) 14 GA. GALV. STEEL ROLLER HINGES 1144/8' SHEET METAL SCREWS. FASTENED TO END STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4'.3/4' SELF TAPPING SCREWS PER ENO HINGE. PREPARATION OF JAMBS BY OTHERS, '--2' M. SHORT STEM, 10 BALL STEEL ROLLER, JAMB CONFIGURATION NOTE 2THE DESIGN SECTION C-r . OF THE SUPPORTING STRUCTURAL ELEMENTS j SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING COOES FOR THE LOADS LISTED ON MARK WESTERFIELD, P.E. TIIIS DRAWING. FLORIDA P.E. 148495 NORTH CAROLINA P.E. 123832 4 � 3 OUTSIDE KEYED HANDLE INTE SNAP LATCH ENGAGES STIL ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. ENO STILE OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. Q&1151QE KEYED IOCK w-�- INSIDE WWOLE LOCK BAR LOCKING OUTSIDE KEYFO LOCK DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH L K OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. a�u� Iwrws sIU(P P are M9D svI. PART NO.: - 5"t, IIII AlA4 312 11"t X w1. 1600 Co. TOLERANCES an, IDEAL c«K nnati. 0H 45202 Its ,0381-48W t.OJ WA/PII�CmAIi, fm Ib. I-513-762-SS I9 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD P4 e.`„.. nE,,,'A. u °°"" IRA wslNw aq rwlt w. .00 . t.015 .000 t.005 0000 - t.001 Oe9reea - t I/2'DWG. DRAWN BY: em I DATE: I A i/00 SCALE: NTS rh.d Angle 4 CHECKED BY: Mww DATE 4/18/00 SHEET I OF I SIZE B PxopcUon - 4.. UNSbe.d 01Nw.lsx gLrtH51OMS ARE IN worts, DWG. NO.:_ 102137 1REV. N0. I N C A Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xis Updated: 3/18/2002 PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX t MASTER FILE NUMBER 1- JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION I FLEX0022 11000 2- JINSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 11000 3 JINSTALLATION DETAIL WI#8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGURATION IFLEX0029 11000 INDEX MASTER FILE NUMBER 2 IFLEX002 0 11000 4 IiNSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX,.." 5 MASTER FILE NUMBERS JINSTALLATIONOETAIL SGL. HUNG FLANGE WINDOWS IFLEX0016 ji000,1500 3 2000 6 INSTALLATION DETAIL WAY8 SCREWS IFLEX0026 li000,1500 & 2000 INDEX 7 MASTER FILE NUMBER 4 INSTALLATION DETAIL WIONE BY BUCK FIXED FLANGE WINDOW FLEX0018 1000 3 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW IFLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW IFLEX0036 1000,1760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW IFLEX0036 1000,1760 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW IFLEX0037 1000,1750 & 2000 INDEX 12 . MASTER FILE NUMBER 5 - ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFL.EX0021 5001000 & 2000 13 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS IFLEX0027 1500,1000 & 2000 INDEX, 14 . MASTER FILE NUMBER B FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 11600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 / 1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 11600 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 JIVMFIN 11000 11500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFLG 1100011500 22 FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG 11000 11600 INDEX 23 ' MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 IFIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 1 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFLG 12000 Page 1 0(1 mdemasters.95 TEST REPORTS Q ALrrY WINDOWS BY rLORMA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE NCTL-210-2319-1A 53 1/8" X 72" NCTL-210-2327-1 72" X 72" DESCRIPTION SER. 1000 SINGLE HUNG 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 MASONRY OPENING BY OTHERS ONE BY WOOD BUCK 8Y OTHERS CAULK BETWEEN WINDOW FLANGE l WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) _ (SEE NOTES) VINDOV HEIGHT PERIMETER CAULK BY OTHERS ONE BY WOOD CONCRETE OR )u SOH47 OPENI) BUCK BY OTHER$ it OTHERS CAULK BETVEEN WOOD 1-Vr qM BUCK MLS'Y. OPENING BUCK WIDTH j x KxK7 BY OTHERS SHIM AS REO'D, 0. INSTALLATION ANCHOR FLANGE TYPE Iia• Max. 3i16' DIA. TAPCON WINDOW FRAME (S£E NOTES) SHOWN (S£E NOTE 9) JAMB INSTALLATION ANCHOR 346' DIA- TAPCON SHOWN (SEE NOTE 9) 7 C 1-1/4• MIN. EMBEDMENT )L I e "—I GLASS (TYP.) 1 (SEE NOTES) { o G CAULK BETWEEN / Jr, WINDOW FLANGE BUCK J t WOOD CK PERIMETER SHIN AS REO'D. CAULK I/a• MAX.8r OTHERS (SEE NOTES) WINDOW WIDTH I FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER WOO BUCK t SECTION B-B „AS'7. OPENING BY OTHERS BUCK HEIGHT WINDOW HGT. I K. FLANGE TYPE WINDOW FRAME SILL WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR C Q I SILL STOOL 8Y OTHERS O•f'"' CAULK BETWEEN � �• WINDOW FLANGE PRECAST SILL t PRECAST SILL By OTHERS ci vN HIS aOHESIVE CAULK Aj OR aPROVEDPROvEO fOl SECTION A -A C,' :mot% et�. v.\ A 7 212002 TAPCON LOCATION CHART CALL TIP TO Au NS A >•ILA J ATIC)NS IN JAMB :.►SF ��r P3F SIZE TIP so 1, TO TO 'C.0` 7 r 022 74 1 26 C.0 I 02! Ts X 38 3/8 C.D S.C.O.E IJ.K.I IJ.K.L 0,_a 7.X SO S/6 C.O 11 106 033 I IC8 1/. % 38 3/e i B.C.0 I 8.C.0': IJ.KJ• I IJ.K-L a las 1 Ya x so • 8.0 :.E 3 1 A..0 ::£.F 122 111 % a l.v _.. { IJ 723 111 x 36 3/9 B.G.C.£ x. :, E.F 1-J.K.L I iJ.K.L r A III x / B.t.O.E A=.t.O f F I,J,K.L I 'J. K M2 2% . .w z �... .L J, J. IJ.K,I M3 120 X >t 3/e B.C.C.E _ I. • 3 :.O.E.F 41.KI I IJ.N.L 1 % s e A-B.t.D.E.• A.3.C.o.E.F G.H LJ K: F i I.J K 6030 72 X 24 6030 72 X 38 C.D 3 .C.O,E u I IJK-1 a 7 a. C.� 3.CA.f IJ.K.I I,J K.l 7020 51X 24 7030 6+ X 38 B.C.0 I e.C.o.E IJ.KJ. 1. 70AC a (• 8.C..^..EI.J,K.L I.J,K.L 8020 96 X 24 6 X 36 C. COEs0 JKA U.K.I10 aA . C.B.C...F IJ..� , O„1JN• 9020 106 X 24 .w V.C. IJ.K, L 9030 1X 36 08 B.C.S.E I 3.C.O.E I.J.K.L IJ.K.L wlo C [ r A.B.0 ..f.F 1 K 10020 120 x 24 .. IJ IJ.K.L 10030 120 X 36 I 8.C.C..- 9.C.0. i I,J.K,I I.J.K.L 10040 120 X 48 8.C_C'.r A.9.C.O,E.F I,J.K.L NOTES; 1) SHIM AS REND. AT EACH INSTA-LATION ANCHOR. MAX. A:LOwA$LE SHIM STACK TO BE 1/4•. . 2) WINDOW FRAME WTERu_: ALL'M•NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFIC•'--NT LTH. TO ACHOEvE MW. EUSEDY£NT'OF 1-1/4" INTO MASONRY OR CCNCR-TE. a) USE SK.ICONZEO ACRr-rC CAULK BEHIND wm00w FLANGE AT HEAD A JAMBS. SILL MUST BE ATTACMEO TO THE SUBSTRATE WITH VULKEM 116 AONESNE CAULK OR A::ROVE7 EQUAL. H 5) USE SIUCONZED ACRYL:: CAULK FOR PERIMETER S£AL AROUND EXTERIOR --� OF WINDOW FLANGE. ' 6) IF EXACT WINDOW SIZE' IS MOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY USTEO WITH NEXT LARGER SIZE. FOR Tr.E APPROPRIATE C£SIC4 PRESSURE REO'0. ._J B 7) GLASS THICKNESS MAY vARY iER THE REOLKREMEN- S OF ASTM E1300 GLASS CHARTS. 6) LETTER CESIONATIW(S ON THE TAPCGN LOCATION C.MT WOICATE wHERE TAPCON ANCHORS ARE TO 6E R(STAL_ED WHEN US•NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT OESICMTED FOR TAPCON ANCHOR SHOULD BE FILLED W:-, IF S:REwS OF SUFFeOE" LTA. TO PROM -- MIN. 5/8 IN. EMBEDMENT IN% WOO.^, BUCK. 10) APPLICATION OF vULKE'l I I e A:roESNE CAULK AT -zAME SILL MUST COMPLY WITH SEALAN- MANIJFA:TUFE?'S RECOMMENDATIONS. 11) WHERE wWOOw IS R(S7 :LED M1 MASCNRY OPENING WITH A STRLICTUAL Two 8Y SUCK. USE i'0 SC=EWS OF SUFFICIENT ::NGTM TO ACHIEVE 1-3/d MIN. EMSFOU-J AT ate! INtTALLATION FAVENER LOCATIONS. EAa 07,60-0785 SHEATHING CAULK BETVEEN BY GTHERS WINDOW 6E �\ SHEATHING INSTALLATION ANCHOR all SCREV STUCCO OR SICZNG BY 07HERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTE 7) ^ WINDOW MEIGMT PERIMETER CAULK BY OTHERS NDa TWO BY WOOD DMEN Tr— /-" BY OTHERS INSTALLATION `I II ANCHCR R9 SCREV STUCCO OR SIDING BY OTHERS CAULK BETWEEN WINDOW FIN 1'N(N. t SHEATHING SHEATHS EMBE OMENT BY OTHERS SECTION A —A 1/a MAX. SHIM SPACE SHIM AS REO•D (SEE NOTES) FIN TYPE WINDOW FRAME HEADER WINDOW HEIGHT WINDOW VIOTN -may _, z• ac. I 11 MAX. <TYP.) EOUALLY SPACE ANCHORS (TYPO 7-7 —WINDOW WIDTH TWO BY WOOD IT OTHERS SHIM AS QEO'D. (SEE NOTES) 1/A' MAX. SHIN SPAC_ CAULK BETWEEN F"11400V FIN E SHEATHING GLAZING (TYPJ J (SEE NOTE 7) PERIMETER MAULER ' / •HEATHING /l it G'H£RS BY OTHERS FIN TYPE WINDOW FRAME JAN3 STUCCO GP $10m- BY INSTALLATION OTHERS ANCHOR ■3 SC SECTION 8-8 I' NI>L EM3EDw NT _f FIN TYPE 24• O.C. 6 MAX MAX (TYPJ r,�<TTPJ WINDOW FRAME 6' MAX. (TYPJ SILL LEVATION viEw 0 FROm EXTERIOR WARBLE SILL STOOL BY Oir£RS _ �. 1::.t•,-• Ll.r'�.:1sQ Nn. .':1.aF'. t) SMIY AS R.0 0 ADJACENT TO EACH 1rv57A;aTKm ANCHCP. MAX. ALLOwA2Lf SNM STACK TO ,gyp ,E ����-- p,C ����•T�•' a-.&CvV.:y�a :�t>iitiL: BE 1/t•• FRAME I 'AA H'�I D� EXiRUDCR�, 2) WwMw MATERIAL: ALUMUYUM ALLOY 6063. S) INSTALLATION ANCHOR MUST SE OF SUFFIC:ENT L7H. TC A_NEV£ MIN. EWSEOMENT OF 1' INTO w000 FRAME mNSER. 1 �l/a• 7{.) C^S•1Z+.�` Y� , A) USE SRJCONIZEO ACRYLIC CAULK BENNO w.N00w F:N A' H.EAO. SILL S JAMB$. 5) USE SILICONZEO ACRYLIC CAULK FOR PER:VETEA SEA, AFOVNO EXTERIOR OF ww00W FRAME. SHIM `T _ 6)CLASS THICKNESS MAY VARY PER THE RE:'JIR£V£NTi Cc AS7M E1300 CLASS CHARTS.. $PACE \ MAX. 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROU COFNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, W 7H AVCHCR SPACING AS STAT_O. IS 70.0 PSF FOR ALL AvAILABLE SIZES UP TO 73' X 71 • w u. SHIM AS REO'D. (SEE NOTre, TWO BY VOOD BY OTHERS ►MOARED BY PRODUCT L APPLICATION EA41NEERV4. HMG: Z30 INILRNAIIV.AL MVY.. WITE ?"S MLA--R7v. FL7:9A 3274a llaV •:, s -qjb) S SHEATHING r! CAULK BETWEEN By OTHERS VINOGW FIN L SHEA'.MING —\ INSTALLATION AWM STUCCO IT SI OTHERS --T PERIMETER / I CN1LK. BY OTHERS ..BLAZING <TOJ (SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK --� BY OTHERS INSTALLATION ANCHOR 98 SCREW STUCCO OR SIDING BY OTHERS CAULK BCTVEEN VINDOv FIN L SHEATHING TWO BY WOOD 1• Htn. yr OTHERS —IENSE3NENT[ III v 4 1/P MAX. r- SHIM SPACE `— SHIN AS REO'D. rim TYPE (SEE NOTES) WINDOW FRAME MEADER WINDOW HEIGHT FIN TYPE WINDOW FRAME SILL I E VINDOV VIDTH 2a• O.C. MAX. p (TYP.) �! t 1 I Iam—lei MARBLE SILL STOOL. By 2a• O.C. OTHERS MAX. (TYP.) 1/a• MAX. SHIM SPACE n I SHIM AS REO'D. (SEE NOTES) JI•�K _ _ SHCATHING J EMBEDMENT TWO BY WOOD BY OTHERS BY OTHERS SECTION A -A — WINDOW WIDTH TWO BY WOOD — BY OTHERS SHIM AS REO'D. (SEE NOTES) GLAZING (TYP-) —� (SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB -� EOUALLY SPACE ANCHORS (TYP.) 1/v MAX. SHIN SPACE PERIMETER J CAULK By OTHERS STUCCO OR SIDING BY OTHERS SECTION B-B CAULK KTvEEN WINDOW FIN L SHEATHING 1• HIM. EMBEDMENT i SHEATHING By OTHERS ■3 N00 5SHIM AS REO'D. ADJACENT TO .' EACH1) MAX. ALLO.ABL.E SMRu STACK To E.LAT10M ANCHOR. 1/a4 2) WW400W FRAME MATERIAL: ALUM Nu ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIM uN. EMBEDMENT OF I- INTO WOOD FRAME MEMBER. a) USE SILICONIZCO ACRYLIC CAULK BEMRA WINDOW FN AT NEAR. SILL 6: JAMBS. L VATIO N =) USE RIOR Of £0 AC — EXTERIOR FOR FEaIuETER SEAL AROUND wEW M X RIOR ExTER10a NI wwAC FLAME. 6) GLASS THICKNESS MAY VARY PER THE REO(KREMENTS OF ASTM E1300 GLASS CHARTS. rA7) INSTALL NSTALLciom FATEMERS AT 6" MAx. FROM CORNERS i.rLl .L1r►: v.r.�.�+% �'v't��• AND uAx. 24' O.C. 0£SIGN PRESSURE. CAPACITY OF .F�►tr- ♦ INSTALLATIONS wa�H ANCI- R SPACING AS STATED. IS 70.0 PSF LL:'w.i: ili►tJ.�C E FOR ALL A4w?tE SIZES UP TO t t9" x 49 5/8" wz. r�oRro v_R� REV DESCRIPTION DATE I FLORIDA EXTRUDERS INTERNATIONAL. o DFLORIDA TITLE:INS'ALLATION DETA'.L u/ x8 SCREWS HORZ. SLIDING FIN WINDOW xox CZINFIGURATIGN- SERIES 1000 DRAWN BY: BB I APPROVED BY: DATE: 12/ 17/O1 SCALE: N. T. S. DWG.: FLEXOO29 K PH04 .p7 tl(13-0365 tAa .t17 t:S-0765 ►RCOARCt tr. PgDDU(t A APVLlCATION [N,AKC,NG. INC.. tW INTERNATIONAL ►AVr- S:.)IC ZU. HCAT.Q3V.'_tFIDA 327 p JL6• MAx. (TYP.) 6• MAX.(TYPJ CONCRETE OR MASWY OPENING BY OTHERS ONE By WOOD BUCK BY OTHERS CAULK BETWEEN G WINDOW FLAN t WOOD BI4 1 STUCCO BY OTHERS PERIMETER CAULK W.Ha BY OTHERS (WINDOW HEIGHT) GLASS (TYP.) (SEE NOTES). PERIMETER CAULK BY OTHERS CAULK BETWEENOOD BUCK L MSS'OPENING INSTALLATION ANCHOR BY OTHERS 3/IS' DIA. TAPCON ENBEpN1fNT \ G I/•' $H1H SPACE MAX, i C ONE BY WOOD CONCxfiE OR MASONRT OPENING BUCK BY Q.MERS BY OTHERS B.V. 1-iis• MIN (BUCK WIDTH3 I £HMPEnr I/a• SHIM D FLANGE TYPE SPACE MAX. i WINDOW FRAME SHIM AS REO-O. JAMS (SEE ND'CS) INSTALLATION ANCHOR 3/16' DIA. TAPCON 0 RIG[0 VINYL GLAZING BEAD G ASS ITVP.I (SEE NOTED, 1 17/ O SHIM AS RZO'D. I (SEE NOTES) CAULK BETWEEN I.M.WINDOW FLANGE <BUCK a WOOD BUCK o FLANGE TYPE HEIGHT) V)NDOV FRAME HEADER PERIMETER RIGID VINYL GLAZING BEAD (TYP.) FLANGE TYPE WINDDW FRAME SILL CAULK BETWEEN G d WINDOW FLANGE Q t PRECAST SILL ADHESTVE CAULK PREBY OTHERS SILL -/SECTION A_A CR APROVEO EOL. w.w. A— A e c o W.H.,— B L I t I A ELEVATION yIEwEO FROM ERTERI CAULK STUCCO By OTHERS BY OTHERS W v. (WINDOW WIDTH) CAULK BETWEEN - p VDD? BUCK t SECTION B—CJ s S'Y OPENING NOTE: 1) SHIM AS REO'O. AT EACH INSTALLATION A.'(:MOR. MAX. A_LOWASLE SHIM STACK TO BE 1/4'. 2) WINOOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST Be OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. .) USE SILICOMIZEO ACRYLIC CAULK REMIND WINDOW FIANCE AT HEAD 6 JAMBS. SILL MUST SE AT•.ACHED TO THE SUBSTRATE WITH WILKEU 116 ADMESIVE CAULK OR APPROvED EOUAL. 5) USE SIIICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OVANT)TY LISTED WRH NEXT LARGER SIZE. FOP THE APPROPRIATE OESIGN PRESSURE REO'0. 7) GLASS THICKNESS MAY VARY PER THE ri:OUIREMENTS OF ASTM E1300 GLASS CHAPTS. 6) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES MOT DESIGNATED FOR TA:CON ANCHOR SHOULD BE FILLED WITH /a SCREWS OF SUFFICIENT LTA. TO PROVIDE MIN. 5/8 IN. EA(BEOMENT INTO WOOD SUCK. 10) APPLICATION OF WLKEM 116 AOH.ESIVE CAULK AT F-NAME S;LL MUST COMPLY VAIN SEALANT MANUFACTURER'S PECOMMENCAT:ONS. 1 1) ONE ADDITIONAL FIELD D ..iLLED k INSTALLEO ANCMOF IS R£O'D. IN EACH JAMS ON THE FOLLOWING SIZES' 'D25- (73 ) 62). '026' (73 X 71),-56M6OM- (65 x 71). &-6mm6OM- (71 x71). PLACE ANCHOR BETWEEN ANCHORS -C AND I' AND BETWEEN ANCHORS "M AND J OVER 55 PST ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONR" OPENING WITH A STRUCTUAL F TWO BY WOOD BUCK. US-- po SCREWS OF SUFFICIENT LENGTH TO ACHIE'JE 1-3/8- MIN. EMBEDMENT AT AL NSTALWICN FASTENER LOCATIONS. ON SIZES NOTED IN NOTE ('1 ADD A i;0 SCREW ANCHOR TO EACH JAMS FOR NOTED DESIGN PRESSURES. aRS PR[PAA£C 6r, iRODVT L •PPI.IWION C: CALL TIP TO wLM:It Y, ,IY --.0 t•. ,,.,,.J ,..,. . SIZE I TIP 30psr TO TO 5ea� TO aY ?0 J TO ea'J 0 txr r 7'. 2 7 1H2 2e 1/2 X 26 C C C G.H 0, G.H 1H3 26 1/2 x 36 3/8 C C C G.M GH G.H iHa 2e 1/2 x 50 5/8 C C C e.H G.H G.M."i I N.S 25 1/2 X 56 1/. C C C G H G.H G H,IJ INS 2e 1/2 X 63 C C C G.H G.HJ.J 1N6 26 1/1 X 72 C C I £ G.H GM.I.J GHJJ 2 37 x I H 23 37 x 38 )/a C C C 2• 37 X SO s/a C c c c.H cHJ.J c.�JJ 2a5 37 x 56 1/. C C C GH G.HJ.J G.N.'.J 25 37 x 63 C C C G. 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SLIDING FLANr)= WINDOW - SEP.IES 1000 DRAWN BY: B B APPROVED BY: ryvt� DATE. 10/23/O1 SCALE: NTS DWG.: FLEX0020 YSTE 25C. 4•(-Sv. rL-BA 37J6 a!NE 62ti5 :;- 6R5-63ii R;I;. INC. 25C INTEPAA'1^Y1L PV- 0 OK BY WOOD MK BY OTHERS CAULK BETWEEN vINDOv FLANGE - i WOOD BUCK STUCCO J BY OTHERS PERIMETER C.MK By OTHERS RIGID VINYL GLAZING BEAD (TYP3 CAULK BETWEEN B.v. CONCRETE CR WOOD SUCK i (DUCK WIDTH) MASDXRY OPENING NAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS 9r OTHERS ONE BY WOOD 3/16' DIAL TAPCON (� RUCK BY OTHERS 1 6' F 1-1/4' MIN. SHIM AS REO'D. �tt { EMBEDMENT 1/{' MAX. RIGID VINYL (SEE MOTES) N I�',�SIALLATIOM GLAZING BEAD ANCHOR(TrPJCIA SHIM AS REO'D� j/.' MAX. GLASS (SET_ NOTCSI (TYP.XSEE MOTES) y, N-1/.• MIN EMBEDMENT D STLK Ca By OTHERS v C FLANGE TYPE - FLANGE TYPE WINDOW FRAME WINDOW FRAME JAMB CAULK BETWEEN o MEADER WINDOW FLANGE pER1�TER i WOOD BUCK CAULK GBY OTHERS LASS V.V. aYP.) (SEE MOTES) (WINDOW WIDTH) 1 ' Bx (Bl1CK HEIGHT) CAULK BETWEEN WINDOW FLANGE i PRECAST SILL v✓ vULKEH 116 ADHESIVE SECTION B-B CAULK. OR APRV'D. EOL. FLANGE TYPE PERIMETER WINDOW FRANC CAULK SILL BY OTHERS PRECAST SILL - ♦ FA A By OTHERS B I C F SECTION A -A iNNOTES. AS REO'O. AT EACH INSTALLATION ANCHOR. uAx. ALLOWABLE D SH6w STAB( TO BE 1 /{ . 2) TNINDOw FRAIL£ MATERIAL' ALUMINUM ALLOY 6063. / r-- 3) R65TALtA7gNN A4010R MUST BE OF SUFFICIENT LTH. TO ACHIEVE ' 111N. EMBEOMENT OF 1-1/.- INTO WISONRY OR CONCRETE. .) USE SIUCONIZED ACRYLIC CAUL( BEHIND WINDOW FLANGE AT HEAD J ^ k JAMBS. SILL OUST BE ATTACHED TO THE SUBSTWE WITH [� VIILKEM 116 ADHESIVE CAULK OR APPROVED EOUAL S) USE SRICO IZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H. F EXTERIOR OF WINDOW FLANGE. 6) 1F EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUAMM LISTED WITH NEXT URGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS uAY VARY PER THE REOUIRENENTS OF ASTU E1300 GLASS CHARTS, 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE LH WHERE TAPCON ANCHORS ARE TO BE INSTALLED -_m USING THE EOEREOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SMOt O 8E•FILIED WITH /8 SCREWS OF SUFFICIENT LTH. A TO PROVIDE ARM. 5/8 IN. EMBEDMENT INTO WOOD r". 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS Pw ALSO APPLIES TO THE FLORIDA. EXTRUDERS 1500 AND 2000 SEFVAT I O N RIES SIGIMUNGS. .E 11) WHERE TRNOOW IS INSTALLED IN MASONRY OPENING WITH A STICIERLCTWIL TWO BY WOOD BUCK. USE !N0 SCREWS OF SUFFNT LENGTH TG ACHIEVE 1- 3/B- WIN. EMBEOMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. CAULK BETWEEN WOOD BUCK L MAST. OPENING BY OTHERS C-11+CRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30P67 TO •DPsf a1,sr TO 7OPSF 3C., TO {OPV .:.sr TO 7reY SIZE SIZE 12 16 H/6 : 25 B e r,c F•0 13 18 V5 1.37 3/6 B e F,G f,6 1. Ie 1/6 X 49 5/6 B B ►.G fF 1.5 I6 1/6 X 5$ 1/4 B B F.Gf,G IS 16 I/B X 62 8 B F.G - F•G 16 16 1/6 A 71 8 B F.G F.GrJ 17 is 1 1 53A i C,G.J.r 1H2 25 1/2 1 15 B B iH3 2$ 1/2 x 37 3/6 1n. 25 1/Z X •9 3/8 B B f,c F,G.HJ 1K45 23 1/2 1 SS 1/. g 9 F.G F,G.HJ IK5 25 1/2161 B B FA 1.6 25 1/2171 B 6 F.G IH7 25 1/1 1 83 8 B i.GJ.K O,GJ.K 30 1/3 . 26 29 1/2 1 15 B f,C FA 30 1/2 36 3/6 29 1/2 1 37 3/6 B B B F,G F.G.HJ 30 1/7 . 50 3/6 i9 7/2 : s9 S/6 8 B F.G F•GYJ 30 1/2 56 1/. 19 1/2 1 $5 1/. B B F.G F.Grj 30 1/2 • 63 29 1/2 1 62 29 1/2 1 71. B B F•CJL F.G.HJ 1077 ]0 1 2 6. 29 1/2 1 63 B B F.GJ.K F.CJ,K 23 36 X 25 36 1 37.3/e B B F.G F,G 24 36 1 .1 5/9 B B r.G F.G F,C,M) F,G.HJ 245 25 36 F Ss 1/4 B 8 f,CJHJ f,G.Hi 25 36 a 71 B 8 FF.H,I O.E.F.G HJ 7 36163 e B F.G.J.K r.GN.LJ.K 42 It 25 {1 X 25 8 B F.G F,G.HL 2 • 36 3/6 .1 A 37 3/6 B B F.G reJ+3 .1 . 50 5/8 at 1 .e 516 B B F.G.MJ F.G.MJ 42 56 1/4 41 1 35 1/4 41 x 62 B B F.cmI O.EJ.crJ 42 . 63 42 . 72 .1 x 71 B B f.G.X.1 O.EI.Gri .7 84{1 1 83 iGJ.K F.G.H)J•K .8 . 26 .7 X 23 B ALC A.0 FF F.GJ•J .d . >a 3/8 .7 x 3t ]/6 .9 S/6 B A.0 i,c F.G .HJ .8 . 56 5/3 .7 x .7 . S5 T/. B A.CF.GJ(J F.crJ .E 56 1/. .8 + 63 {7 1 61 B A.0 i.GJ(,1 OXYAi wJ 46 . 72 .7 X 71 B A.0 r.G.XJ O.E.f.GJt1K 67 1 63 0 A CF �• . 32 S1 va x IS B A.0 Fr f.c f,c f.c.M! 33 52 1/e x 31 3/6 a 8 A,C A.0 f.G!HJ F.G.M.- 34 345 32 1/6 1 .9 5/6 sl 1/91551/. 8 A.0 FF.NJ D.E.F.G*J 35 SI 1/6 x 67 B A.0 f,G.HJ O.E.F.Gr.1 36 52 1/0 X 71 8 A.0 F.c.MJ O.G.G.X,1 37 S1 1 /6 1 63 B A.0 K D.Ef.GJ.!IJ K • 37 SIZE MOT AVAILABLE IN 1000 OR ISOO SERE-S. RS INTERNATIONAL. INC FLUM A EXTRUDE SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 a ?OOC DRAWN BY: BB APPROVED BY: • x ' �' DATe:10/09/01 (SCALE: NTS DWG.: FLEX0016 ►REPAREO Or,: PROOVCT i APPUCA700m EMGNIERR,G. RC.. 250 wTERN,"Mv, PKr.. SATE 250. HEATMA1Qw, fLOROA 327.E PP04E 407 803-0365 ►" 407 SC5-0366 CAULK BETWEEN V{NDOV FIN t SHEATHING INSTALLATION ANCHOR to WOOD SCREW STUCCO BY OTHERS VINDOV HEIGHT PERIMETER CAULK By OTHERS i. MIN. CM3CDMENT SHEATHING 7V0 BY WOOD BY O\�' BY OTHERS SHIM AS REO•D. <SEC NOTES) GLAZING (TYP.) Me NOTES) PERIMETER CAULK By OTHERS INSTALLA71014 ANCHOR II a8 WOOD SCREW STUCCO ` BY OTMERS CAULKBETWEEN WINDOW FIN SHEATMING L SHEATHING IT OTHNERS SECTION A -A 1/.• MAX. IN SPACE FIN TYPE WINDOW FRAME HEADCR GLAZING <TYP.I (SEE NOTES) F(N iYPE V (NDOV FRAME S1►IARBLE SILL STOOL Br OTHERS TWO BY WOOD BY OTHERS EMBEDMENT VINDCV WIDTH 1i4• MAX. SHIM SPACE $HIM AS REO'D.. TWO BY WOOD (SEE NOTES) STUD BY OTHERS AC a A A-+� • I' MIN. EMBEDMENT _r GLAZING <T TPA FII..E (SEE NOTES) f SHEATHING BY OTHERS CAULK BETWEEN t-_vDV 1 V.D7MINO I A I 24, O.C. MAX. (TYP.) EOUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT •j- IL=4A A J J�-' )tYP. 6- MAX. (TYP.) ELEVATION v1EwE0 FROL1 EXTERIOR REVI DES 1-' rCN+ARC7 B• PROduCT a AWL', FIN TYPE WINDOW FIµ WINDOW FRAME t SHEATHING .IAMB PERIMETER INSTALLATION ANCHOR CALK a8 WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B-B NOTES. 1) Swu AS REO'0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4'. 2) w1NOOW FRAME MATERIAL: ALUMINUM ALLOY 6061ON :- 3) INSTALLATION ANCMOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF I' INTO wOOC BUCK. A) USE SILICONQEO ACRYLIC CAULK BEHIND WINDOW FM AT HEAD. SILL k JAMBS. S) USE SILICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wNOOw FRAME. 6) IF EXACT vANOOw SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUAaiITY LISTED WITH NEXT LARGER SIZE. 7) GLASS 7H7C)<NESc MAY VARY PER THE PEOUIREMENTS OF ASTM E1300 GLASS CHARTS. B) FLORIDA EXTRUDERS 10M SERIES SO4U HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA CTR DERS 15W AND 2000 SERIES SINGLE HUNG W*40DWS. ,._.. •_..._,...._� ..� ,... ,...rn...,,....• ...... r..,,r ,.. ._ . 1- . r. �.... ,z..a wv .n. mx_n,ca r.r .nY tea-euA CONCRETE OR MASOI�F(T OPENING BY OTHERS ONE BY WOOD BUCK BY OTNEAS CAULK BETWEEN WINDOW FLANCE B WOOD BUCK D STUCCO _J BY OTHERS PERIMETER CAULK BY OTA:RS GLASS (TYP.) (SEE NOTES) Wx WINDOW 'EIGMT> PERIMETER CAULK BY OTHERS a CAULK BETWEEN WINDOW FLANGE t PRECAST SILL V/VULKEN I16 ADHESIVE CAULK ..._OR'APRV•0. EOL. INSTALLATION ANCHCA r 3/16' OIA. TAPCON /CAULK BETWEEN vCOO BUCK KAS'Y. OPENING BY OTHERS GLASS (TYP) KIN (SEc NOTES) 6 EM3EDH_NT A� A SHIM AS REO'D. l/a• KAz. (SEE NOTES) FLANGE TYPE VINDOV FRAME W.W. RIDGED VINYL GLAZING BEAD B.M. (BUCK HEIGHT) WEIGH / 1 JB g $1100ED VINYL W.H. GLAZiNGBEAD AZ{- QE• WAIL (TYP.) FLANGE TYPE 6• MAX.KAX(T YP r l WINDOW FRAME Q 1 a PRECAST SILL BY OTWERS <,-FrTION A -A A---*-I ELEVATION VIEWED FROM EXTERIOR B. V �<BUCK WIDTH) SHIN AS REO'D. 1/{• MAX - (SEE NOTES) R17GED VIN GLAZING BE<D CONCRETE OR C+KyCMt NASCNRT GPENING BY aTHERS D INSTALLATION ANCHOR 3/16' CIA. TAPCON . v v `ONE BY WOOD BUCK BY OTHERS FLANGE TYPE p WINDOW FRANC CAULK 6ETVEE4 WINDOW FLANGE P£RICAU-K t WOOD BUCK CA(r K BY OT..ERS CAULK BETWEEN WOOD BUCK t W.V. MAST. OPENING (vINDCV VIVA) 1\— BY OTHERS STUCCO BY OTHERS SECTION e-B taim I) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MM. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DUL TAPCON 24STALLATON AMCNOP.S MUST BE OF sUfF1C1£NT LTH_ TO ACHIEVE MiN. EMBEDMENT OF 1-1/4' NATO MASONRY OR CONCRETE. 6) USE SIUCOHAZEO ACRYLIC CAULK BEHIND wAOOw FW4E AT HEAD PROYEO OVAL JAweS- SILL BE A -ACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR DUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRdiE O£SGN PREiS RE REO"0. 7) GLASS THICKNESS MAY VARY PER THE RECOREMENTS OF ASTM E1300 CLASS CHARTS. 6) WHERE SPACING BETWEEN TAPCON AMCMCP.S EXCEEDS 26 IN. O.C.. Is SCREWS�OF SUFFICIENT LTH. TO PROVIDE MIN. 5/6 NA. EmSEWEN `INTi WOOD BUCK SHOULD BE INSTALLT ALO PLIES TO THE 9) FLORIDA EXTRUDERS IOOC SERIFS FIXED wKDOW IS SHOWN. THIS FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. -- - 10) SEE BACK OF THIS SAT. FOR NASTL"N ANCHOR REOL(REMENTS. 11) APPLICATION OF VULKEM I16 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENCAMNS. 12) WHERE WINDOW IS INSTALLEO IN MASOMRY OPENING WITH MR( EMBEDMENT. STRUCTUAL TWO BY WOW BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6- 13) WINDOW UNITS CAN BE MUL.EO TO OTHER UNITS USING ALUMINUM TUBE MULUON. SEE MULLION INSTALLATION SHEETS FOR REOUiREMENTS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE:!NSTALLATiON D_TAIL W/ ONE BY BUCK FIXED FLANGE WINLOW -SERIES 1000 & 2000 DR�WV BY: BS APPROVED BY: P2i'62 DATE: 10/2Z/OI SCALE: NITS DWG.: PLEx0018 SHEET 1 a 2 /REPINEo Qt:'PROOVCr TECHNOLOGY CORP. 250 rlTEIaATIGMAt ►KWY, 3(MC ISO. �[ATMIYJN. fLduOA 327.6 PHOME .O7 605-0]65 FAX W7 6C5-:366 W. SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR all SCREW EXTERIOR FINISH BY OTHERS —\ P£RINCTER / CAULK BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR —� s8 WOOD SCREW EXTERIOR FINISH BY OTHERS —� `GLAZING (SEE NOTE 6) CAULK BETWEEN )•MIN. WINDOW FIN EN3EDN t SHEATHING SHEATHING BY OTHERS SECTION A -A I• MIN- iBEDMENT WINDOW WIDTH I� 1/4• MAX. VOOD SHIM SPACE rBYY O ME S {NG CAEIVTRAL FL010A B.O.A.F' SHIN AS REDO. A 1�� (s-E NOTES) �ur AL"T N y - U 1M4• MAX. F� SHIM SPACEXASTM iF GLAZ NOTE NG 6) (SEE NOTE 67 FIN TYP- WINDOW FRAME BUCK HEIGHT FIN TYPE WINDCV FRAME $HIM AS REO'D 1i4' MAX. (SEE NOTES) VOCID FRAMING BUCK BY OTHERS EXTEROR FIN TYPE WINDOW FRAME A --*I ELEVATION VIEWED FROM EXTERIOR V'COD FRAMING BY OTHERS SHEATHING 3Y OTHERS \-INSTALLATION ANCHOR s3 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B PERIHE TER EXTERIOR FINISH BY OTHERS CAULK BY OTHERS NOTES ANCHORTION 1) ITH LOAD BEARINGENu SI(IMACH 'MAX.E ALLOWAB L WITH SHIM STACK TO BE 1/4'. 2). WMCOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I. INTO WOOD FRAME_ OOQED ACRYLIC CAULK 4) LOSE SEAL AROUND EXTERIOR or WINDOW FRAME- 5) USE SRKONIZED ACRYLIC CAULK BENNO WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREM-NTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO OUµIFIEO. 7) FLMOA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS ISOO AND 1000 SERIES PICTURE WINDOW. B 8) SPACE IMSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' D.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. "T' ANCHOR SPACING AS STATED. IS 70.0 PSt FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63' X 95' OR 119' X 37-3/8 MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US:NG ALUMINUM ME MULLION. SEE MULLION INSTµt.TON SHEETS FOR REOREMENTS. DRAWN Bl DATE: BY: PROOtKT TEC+WOL= CORP.. 250 wTEIrMTKWAL PKVY, WEE MAR,, FLO.Md 337s6 PHONC -07 WS-0365 FAX 407 /0 CAULK BETWEEN VINDDV FLANGE L %itiM BUCK CCMCRETE OR MA3DNRT DPcNP4 BY CTMfRS EXTER:*A. FIniSN !Y DTrsRS PERIMETER CAULK By OTHERS VINDOv FRAME MEAD EXTERIOR VINCOV FRANC $CL PERIMETER CA,%K BY OTHERS rxTERIGR FINISH —� jY OTHERS CAULK •ETvEEN VINDOV FLANGE - t WOOD BUCK CW—K BETWEEN - WOOD BUCK L MASONRY OPENING BT OTHERS CAULK BETVEEN VOOD BUCK L MASONRY OPENING By OTMERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' 0:1. TAPCON 4I 1-1/;- MIN. EMBEDMENT r 1/4- MAX. SHIM SPACE SMIM AS REO.O RS:E NOTES) GLAZING (TTP. SEE NOTES) / 4 CONCRETE OR \ MASONRY BY G7 ERS <<CTION A —A INSTALLATION ANCHOR 3i16- CIA. TAPCON SHjH AS REO'DL (SEE NOTES) L1/4- MAX. —� SHIM SPACE NOTFS 1) SHIM AS REO'D AT EACH INS7ALLA-K3N ANCHOR WITH LOAD SEARING SHIM. &W ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. 3) 3//6- CIA. TAY_ON INSTALLATION ANCHOR MUST 6E OF SUFFICIENT LTM. TO ACN:CAE MIN. EM3EOM:NT OF 1-1/4- INTO MASONRY OR CONCRETE. PUCE TAPCjN ANt7NORS a- FROM CORNERS k 2•- 0. C. MAX. ALL FACTORY APPLIED HOLES NOT. DESIGNATED FOR TAPCON ANCHORS SHOULD B£ FILLED WITH /B SCREWS OF SUFV41EIYT Lori. TO PROVIDE MIM- S/t IN. EMBEDMENT INTO WOOD BUCK. A) W4r-AE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUPAL TWO BY BUCK. USE /10 SCREWS OF SUFFCIENT LENGTH TO ACMEVE 1-3/9- MAN. EMBEDMENT AT SAME SPACING STATr, IN NOTE 3. 5) US-- SILICOHIZ£D ACRYLIC C•vLK SE-X0 WTu3OW FLANGE A- HEAD. SILL JAMBS. 6) use SILICORRZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WTMDOW Fl-Awr' 7) GLASS THsCKNESS MAY VARY PER THE REOu1REM£N7S OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OwuFlEO. S) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY pTH£RS. BLNLD DOWN MUST at OF SUFFIECIENT S"3tft4TM TO ADEOUATELY TP& SFER LOAD FROM WINDOW TO THE S'RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINCCW SHOWN. THIS PRINT ALSO APPLIES TO FLORIOA EXTRUDERS )750 SERIES t 2000 SERIES. 10) ELEVA70NS S.� _OW COMMON CONF6WRAT&4. IT IS NOT INTENDED TO LIMIT USE OF TMA PRODUCT TO THESE TWO CCNFIGURA'.ioNS. THIS SHEET APPLIES TO ALL CONFIGURATIONS TrwT CAM 6E MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER rx'-o WINDOW FPJ"NG SYSTEMS. II) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US+NG ALUMINUM TUBE MULUON- SEE.MULL" INSTALLATION SHEETS FOR RfOUIR£M:NTS. A >= XTERIOR El EVATiON 3W iT —_ 1-1/A' MIN. 1i A• MAZ+L— EMft3M£N1 SMIM SPACE ONE BY WOOD SHIM AS REO'D BUCK BY GTMERS (SEE NOTES) INSTALLATION AMCMCR 311 Din. -APCON VINDDV FRAM"A d .' JAMB GLAZING (trP CAULK BETVEEN SEE NOTES) Vim; BUCK L IIAi-T OPENING at CTHERS C PERIMETER CAULK vt- PLANG"c BY OTHERS L V^_pD BUCK EXTERIOR FINISH CONCRETE By OTMERS OR MASI,`jIRY OPENING VINOOW VIOTH BY OTHERS SECTICv B-B WINDOW WIDTH A A EXTERIOR E! EVATION ` YnN00P ' MVGHT B B ERNATIONAL. IN 1-1/4- MIN.FLORIDA EXTRUDERS NFORD, FLORIDA Q EMBEDMENT la��'�iia+ �.��_� pA _* j` - ',•~ • ONE BY VOOD TITLE -!FLANGE INSTALLATION DETAIL CONGiTE HEADER V11 BY B✓CK RUCK By OTM€RS 3sB�a•AFa�' _ �VVf ��'" . DESIGNER PIKED WINDOW 1000, 1750, i 20ED SERIES DRAWN BY: BB APPROVED BY. Z�A =3'=� DATE:02i12i02 SCALE: NTS DWG.: FLEX0035 NOKrr[l N� h' [T RWGPG• O•. fM MK�r•tTa 4H. CTi Lft K.i•sfv. ItODY Y•M �O[ rs Q-gtf .r rI K:-OM ONE IT PUCK IN$TALLAT:EW AMC --CA co SCREW -� 1-3/6- M �EYBED4ENT BT OTHERS BUCK WIDTH 1 MAX. SMIM SPACE BUILD DOWN CALx.K BETVEEN CAULK jCTvEEN VINE-V BY OTHERS �. r.�TE_. TWO FR4NING TVC BY IVCK FLANGE L SYEATHING <ALSO APPLIES TO SILL) I) SHUM AS FEO'D. AT EACH INVALLA--i0% ANCHOR w1TH LOAD B=AR!NC SHIM. YA%. BT by OTHERS � L C3.CRETE /T GTNER: ALLOWABLE SHIM STACK TO BE 1/A . PLTVOOD F7'PJ— 2) WINOOW FRAME Ma.ER!AL' ALUMINUM ALLOT 6063. BY CTEERS \ wy. 3) Lx ON INSTALLATION ANCr:CRS AT Sri 1r ST BE OF SLw.4iENT LTN. TO AC:JEF S;.'N AS R<_C'D I rl-3/6" f EMBEDMENT um. EMBEDMENT OF i-1/� INTO MASONRY OR CONCRETE. 110 INSTALLATION <SEE NOTES) IN!TALLA-IZN ANC...CR SCREWS AT NERD h JAM3S MUST ?E OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6" co Scr. MIN. Sw8COMENT INTO w000 FPJAW.0 APO BUILD DOWN WHERE REOUtRED. Ell CRIOR FiWs"— INSTALLATION ANCHCRS fi: SCREWS TO BE PLACES 6 IN. FROM CORNERS 8 24 IN. Q BT 07NERS / O.C. MAX. W:NDoV FRAME CALLK BETVEEN a) USE SK.COIZED K2.rjC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL k JAMBS. JAMB V4NDOW FLANGE P) USE SILICOHRZEO ACRYLIC CAULK FOR PERwETER SEAL AROUND EXTERIOR OF L V ,D BUCK wwDOw FLANGE. GLAZING (TYP. ` MAx. 6) CLASS THICKNESS MAY VARY PER THE REOUMREYEMTS OF ASTM E13W CLASS SEE NOTE,H 1 SMKJ SPACE C.WITS. SINGLE GLAZING IS SNOwN. wSULATWG CLASS IS ALSO OUALIFIEO. d 7) SUILO DOWN AROUNC CVRVED PORTION Of ww=W FRAME TO BE ENGINEERED By OTHERS. SVLO DOWN MUST BE OF SU F"h'T STRENGTH TO ACEOUATELT TRANSFER LOAD FROM wlNOpw TO THE STRUCTURE. ` B) FL_•RWA EXTRUDERS 1000 SERIES DESIGNER WINCOW SHOWN, THIS PRINT ALSO ) ` APPLES TO FLORIDA E%TRvVCRS t7SO SERIES Be 2000 SERFS. I PER'HL TER CAv_K 9) ELAvATWNS SHOW COMMON CONFIWRATONS. IT I$ NOT INTENDED TO LIMIT USE OF r ow, IT CTMERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULKSHIN BT CTT`H I\\\— a� PEOD F C'N'fIGURA:ION$ TMAT CAN of MANI;Fh'TUR-D i?Ow THE T000. 17y0. 3 20C'O P+ OTHERSSERIES <SEE NOTE:H DESIGNER FIXED tnNDOw FRAMING SYSTEMS. io) wR.COW UNIT CAN ALSO BE uULLEO TO OTHER UWITS USING ALUMINUM TUBE WIN30V vt7'y WINDOW FRAME MULLION- SEE MULUW< wSTACLATION SHEETS FOR REOIAREuENTS. I HEAD E %TCR;CR fIN1$M SECTION B-B BY Dl:.Zs Iwomw HEX>rt E%TERICR CLAZ:NG <TTP. SEE NOTES) V:MWV FRAME SILL F7-IWTER CAULK SHIN AS REO'D - BY OTMERS E%-ER11.1E FS%ISH (SEE NOTES) 1• CTHERS CAIA.K BETWEEN d WINDOW .LANCE L, OIL BY WOOD TUCK �AIILK PET VEEN WOOD 37: K L KA:W I OPENING BT OTNE;S MAScE•L OR zEC'TION A -A IT OT.Eis SUCK HEIGHT 1/A- HIAA. $HIM S%A:E d - L-i-,1-wEXX-NTRAL FLORWA B.0.4-F. ' -OE BT WOOD MANUFACrURER NAME: �. 1 F' TUCK V OTHERS +�il�1A7 i4-i�Hil e� - ..T ., g, INSTAL ATION ANCK2 A Fuz r^rH / •, .' .H.� AKmWe� EXTERIOR ELEVATION — voso K w.OTH A 4. FXTEP.IC= E' .VATION .--a.. • �-.�c. nc,.ablc T 1! r.aw -F,r an. iJ¢ IiG K.Fib. NOS. L�.. a« .P K.-.YS Ir yr A^AA 7 1• !IN —J i 1/4• NA). t? INSTALLATION (xEDiNi SHIM SPACE ANCHOR SCREW (irc.) :�� CAULK BEHIND FIN tV0 t• FRAMING SHIN AS ES) By OTHERS gMEsTH:;i (Sff NOTES) IT -HE TWO tY BOTH pOvN HT OTHERS CAULK BEHIND FIN FIN FRANC JAMB I tB g4TALLATIGN SHIN AS REO'D. 1) SHtu AS R£0'0. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING AAtHOR SCREW ITTPJ I (SEE NOTES) SHIN, MAX. ALLOwA9SEE LE SHIM STACK TO BE 1/s'. EE NOTES) 7 2) WINDOW FRAME MAT":RIAL: ALUMINUM ALLOY 6063. SNTESS ) C ' 3) USE SlIXONIZED ACRYLIC CAULK BEHIND wvNOOW F.N AT HEAD. SILL & JAMBS. e L r ma WN NAX a) USE SUICONIIED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF GNfElCAI SPACEwIN00w FRAM;. jI / 5) GLASS KAR THICKNESS MAY WARY PER THE REOATINGG GLASS OF ASTu OLIAL CLASS CHARTS. SINGLE CANING K ILL AN• INSI Smo GLASS IS ALSO OLIOf SUFFICIENT ByCTNER - 6) SCREW ANCHORS At MEAD. SILL & JAMS SHOULD BE 18 SCREWS OF SUFFICIENT � By OTHERS I LTM. TO PROVICE MIN, 1 IN. MIN. EMBEDMENT INTO WOOO FRAME. PLACE 13 EXTERIOR FINISH SCREW ANCHORS 6' FROu CORNERS NO 24' O.C- MAX.. EXTERIOR IT OTHERS 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO SE ENGINEERED BT\—EXTEPIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY IT OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIHETER CAULK b) FLORIDA EXTRUDERS 1000 SERIES OESIGNER WINDOW SHOWN. THIS PRINT ALSO PERIMETER CAULK tr OTHERS APPLIES TO FLORID EXTRUDERS 1750 SERIES &. 2000 SERIES. --NADDv vIB'.N HT. OTHERS 9) ELEVATIONS SHOW COMMON CONFIGURATONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL rim FRAME HEADER CONFIGURATIONS THAT CAN SE MANUFACTURED FRCM THE 1000. 1750. & 2000 SERIES DESIGNER F190 WINDOW FRAMING SYSTEMSSECTION B-B 10) W,,OOW UNIT CAN ALSO B£ MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE uULLION INSTALLATION SHEETS FOR REOUIR;MEHTS. GLAZING P SEE NOTES) ' EXTERIOR PERIMETER CAJLK BY OTHERS EXTERIOR FINISH BY OTHERS NO INSTALLATION ANCHOR SCREv tTYPI SKATNTNG BT OTHERS •FIN FRAME SILL SHIM AS REO'D.- NEE NOTES) / i L V I' Mal LIIN SPACE III EXTERIOR ELEVATION iv0 iY FRAMING IT OTHERS t CAULK BEHIND FIN r y'"U�,sH �T� it N 0(DIEK1 _ . Te y SECTION [ N A -A FU 2002 7W NT EXTERIOR ELEVATNON TIONAL. INC FLORIDA EXTRUDERS I SANE D, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750. & 2000 SERIES DRAWN BY: B B APPROVED BY: DATE:02i14i02 SCALE: NTS DWG.: FLEX0037 NIL.HI(t F Itt.[H 4L.tLOV A tN t.Ntw.TtYa ttvt. 1eR t)t. K.HntP,. T104L RHµ tHp� M1 tgAMi Hu .H+ tef•aYi ERETE CR S!i:M AS RE'O'D INSTALLATION ANCHOR NASONRr OPENING (SEE NOTES) 3/16' CIA. TA;'CON s 1/4' MAX SHIN SPACE BY OTHERS ' 1 1/t' MIN. CONCRETE OR E%JLK BETWEEN INSTALLATION ANCHOR ! L� MASONRY OPENING? DO�NR FIAt•)GE RB SCREW <TYP. WHERE 1 f EMBEDMENT / L VOOD BUCK CAULK BETVEE'+ ONE BY vpJD TAP=0N5 At_ NOT RED'D.> i I br OTHERS WOOD BUCK t BUCK By OTHERS (]UC BY WOOD CAULK BETWEEN PERIMETER { INSTALLATION ANC £R MAST. CPENING BUCK Sr OTHERS WOOD BUCK t CAULK $Y 3/!6' D1A, TAPCON BY OTY.ERS 1 1/t' MIN. My OTHERS ,OPENING Oin£S ErBFDMCNT BY OTHERS SLIDING GLASS STUCCO Q {I DOOR FRAME �� t• a CAULK BETWEEN 8r•OTNERS If CAULK SCTVEEN SL',V,.NG GLASS COC? HOOK STRIP t I/ e �S G VGOD RUCK t HOOK STRIP - WOOD BUCK i I/a• Max. Q 1 r )� HAR'Y. OPENING p { C. SHINSFACE p BY OTHERS R c T INS SHIx AS R£0'D. I (SEE NOTES) 1-!/4' MIN. EMB:DMENT Q . I 4 INSTALLATIONT ANCHOR { . 3/16' DIA. TAPCOM TEMDEZ:O GLASS � CAULK BETWEEN (TYP.) DOOR FLANGE INSTALLATION ANCHOR t Wa3D BUCP. s8 SCREW (TYP. vHER£ j TAPCONS ARE NOT REO'DJ SLIDING GLASS PERIMETER ` ONE BY WOOD DOOR FRAME I BUCK BY OTHERS HEAD C OTHERS CONCRETE OR MASONRY "By SONRYOPENING STUCCO BY OTHERS , --�— S.G.D. v10TH i£nPfREO A B.Q.`J'{ TEMPERED GLASS GLASS (TYP.) 1 (TYP.) SECTION r A(.'�JRER �Tr +AM: SLIDING GEARS DOOR DOOR k , INTERLOCK H`'GHi MASTER FILE # HOOK STRIP DETAIL SLIDING GLASS I I ^ D,JOR FRAK SILL - I) DOOR NATLRIAL, ALUMINUM ALLOT tOd3. 21 TAPCON TYPE INSTALLATION ANCHORS "US, K Or SUfrICICMT LENGTH TO ACHIEVE MIN. (MSEDNENT OF 1-1/4' 9.10 NASOAIT OR CONCRETC. 3) ALTERNATE TAPCOM INSTALLATION ANCHORS FRONT TO SACK IN ALL FRAME NEKSCRS. .. A) OR TAPCON ANCHCHART ON SACK OF THIS SKCT. 53 USE SILICOMZED ACRTLIC CAULK KHIHO DOOR FLANGE At HEAD t JAMES. ... i) USC SILICOIZED ACRTLIC CAULK FOR PCR:NETER SEAL AROUND EXTERIOR Or'OOOI. 7) IF CXACT ODOR SIZE IS HOT LISTED IN ANCHOR CHART, USE ANCNOR OU—TITY.LISTCO V:TN NEXT I.AR.GCR SIZE, FIR THE APPROPRIATE DCSIFN PRESSURERCO`& " 0) FOR POCKET DOOR SIZCS USE CLOSEST !'PASS DOOR SIZE L CONfiGURATION TO rIMS)ED SEND[. PLACE TAPCOM L IN FRONT OF HOOK STR:P AS SHNM ' 91 GLASS THICKNESS MAT VARY PER REQUTRENENTS OF ASTM (1300 GLASS CHARTS. 101 ALL rACTORY APKI£D NOLCS HIT OCSIGNATED FOR TA►COM ANCHOR SHOULD K fILLCO vITN R0 SCREW OF SUrrICICHrt LENGTH t0 /ROvIDG MIM 5/0' CNSEOMENT INTO VOOD SUCK. U) DOOR WIT IS APPROVED USING TEMPERED GLASS 1N SINGLE GLAZED OR IN,ULATIKN GLASS. IZ JAMS / S1LL CORNERS ARC TO K SCALED v:TH A SMALL JOINT SEAM SCALER. - 13) SHIN AS PC" AT CA SET OF INSTALLATION AHCMGR'S NAX. ALLCVADL£ yKM STACK TO K VAC'. 1A) ALL INSTALLATION ANCHORS MUST K MAOr CORRC,IOM RESISTANT MATERIALS 15) .WHERE 'X' REPRESENTS MOVING PALL AH0 -0- REPRESENTS FIXED PANELAPPROVED HART ON SACK OF THIS SMELT ARE A. LISTED ON ANEMA„R C ANC ARE S)NO'+N ON THIS DRAWING. 1OVEKR INSTKLAtfO+ A ALL RE AS ALL LIONS 441 CONNS LISTED la> MOT EXTERIOR ELCVA-:ON SECTIONS 'A -A', TV L HOOK STRIP DETAIL APPLT TO INSTALLATION Or ALL APPROVED 1 ) { r.{ 3EDMENT O TONS. 2 PANEL DOOR S�-WN CONFIGURATIONS. {7) INSTALL ONE TAKO 1% EACH PAIR Of FACTORY APPLIED W TALlA11O M0.CS UNLESS MOTCD A !-1/t, N'N. Or1ERV!SE ON AMCNOX CHART. SEE LACK OF THIS SKET_. 10) FLORIDA CXTRUOCRS 1000 SERIES SLIDWG (LASS DOOR IS SNOVN THIS PR:MY ALSO APK!CS TO ._ .. 2000 SERIES AND 500 SERIES. ° ( REV DESCRIPTION DATE INI EXTRUDERS FLORIDA INT. INC. FL. LIBERALLY APP'.r SANFORD CAULKING UNDER SILL DR SET RILL IN BED �IN$TALLATICN ANCHE2 . TITLE: SLIDING GLASS DOOR OF CONCRETE 3n6 CIa iAPCON INSTALLATION WITH TAPCONS SECTION A -A nE DRAWN BY:3B APPROVED BY: ^ )^ c3C� DATE: 10/25/01 SCALE: NT$ DWG 1:FLEX002i R PlOgKT t APPLICATOR KS CKiRH4 IMC. rA MTCRHATIONAL ANv-_ SUITE -A, H.TNay. rL01: /. u7.:. A07-005 07A5 rAX -47_t"366 SHIN AS RE'0'0 INSTALLATION ANCHOR s8 SCREW SHEATHING (SEE NOTESI BY GTHERS CAULK BETWEEN DOOR FLAMM O WOOD BY t SHEATHING BY OTHERS II [Ix. I \ I' I F SHIM SPACE r DOOR WIDTH j F1/4' MAX. SHIN SPACE Tv0 BY WOOD f�1-I/8 MIN. BY GTHERS I EMBEDMENT SLID�1� GLASS 1 JAMS ME 1 eis — 11 1.1/D' N.IN. ENSEDNENT TEMPERED GLASS STUCCO (TYP.) OR SIDING BT OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS (TYP) r S� . , Ai'►n) •• • DOOR HEIGHT SECTION B-B =t o /D.4 u4DIERS f1....1•�1 �� T! SLIDING, GLASS, DOOR FRAME SILL D A SLIDING GLASS DOOR SHIM AS REO"0. HOOK STRIP (SEE NOTES) INSTALLATION ANCHOR t8 SCREW CAULK BETWEEN DOOR FLANGE 1, SHEATHING INSTALLATION ANCHE'IR a8 SCREW TWO BY WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING .IMBED' MIN... EMBEDMENT SHEATHING BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO (TYP.) STUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK G 1 _ 111 EnBEDHENT EXTERIOR, ELEVATION ° J i A , 1-1/4' MIN. 2 PANEL DOOR SHOWN ° REV DESC LIBERALLY APPLY CAULKIrNG EANI ER S'LL OR SET SILL IN BED 3 16uDaiCN TAPCON. OF CONCRETE SECTION A -A ,. F 12002 HOOK STRIP DETAIL .... .. I23 of INSTALLATION SCREW! ALLOY 6061 .. _. LI AD INSTALLATION SCREWS MUST DE Or STALLAT T ANCHOR TO ACWEVE NIN CgEtkENT DT tICtC INTO WOOD. TAPCOM"TTHI INSTAISA9- ANCHCtr s AT SAS I{NY R O S1fFIEIENi LENGTH TO ACHREvC HIM. [NiEbCi:' 7 I-L/a' DNTOwSOAM OR CiPCRETt ......... 3) INSTALLATION ANCHOR CHART ON NCK Or THIS SHEET. .. N) USE SAICONIZCD ACRYLIC CAULK DEHIHO DOOR rLANGC A HEAD t IAMIIS. 31 USE SILICONlZEO ACRYLIC CAULK rOR Katw-rCR SEAL ^a"D EXTERIOR Or 0001. Al IF EXACT DOOR SIZE 1S OCT LISTED IN ANCHOR CHART. USE -C.QRR QUANTITY LISTED WIT" KXT LARDER SIZE. FOR TIC APPROPRIATE DESIGN PRESSURE RE" 71 FOR POCKET DOOR SIZES USE CLOSEST DNASS DOOR Sur t CO IQot^TM to FINISHED OPENING PLACE INSTALLATION ANCHORS. IN FRONT Or IC3K STRIP AS SHOWN 03 GLASS TNICKKSS HAY VART PER REQUIREMENTS Or AS7N C1306 GLASS CHARTS .. )1 DOOR UNIT IS AP►ROVCD USING TEMPERED . GLASS IN SWIRL[ GLAZED OR INSULATING GLASS. 10) y1Np / SILL CORNERS ARE TO DE SEALCO VITM A SHALL JOINT. SCAN SCALER 111 SHIN AS REQ"0. AT CA SET OF INSTALLATION AN C-00S. MAX, W-LOVADLC SHIN STACK TO K 1/1•. SISTANT IT, WIERC .- REPRESENTS S tW NE ►AL AND '0' REPRESCN'SACriXED PANELARIALS APMVED COIIGRATIONS ARC AS LISTED ON ANCHOR CMAST OI BACK OF TNIS SKET. 141 NOT ALL COIIGRAT)ONS LISTED AIOVC ARE S'OvN ON THIS DRAWING. HOWEVER tNSTALLArION ION - SECTS •A -A', 'D-D' L ROOK STRIP DETAIL APALY TO INSTALLATION Or ALL APPR"D COW GRATIIDN& .. . 15) FLORIDA EXTRUDERS I= SERIES SLIDING GLASS Won IS SHOWN. THIS PRINT ALSO APPLIES TO .. 2000 SCIUCS AMD 300 SERIES. PTION DATE IN I EXTRUDERS , FLORID A INN. INC. SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #S SCREWS"' DRAWN BY: i6 JAPPPOVED BY: ATE: 12/17/01 !SCALE: NTS IDWC /FLEXD027 SHT I OF "�.."...., r...rrrAv. H✓ t IrItRrAlltlAr /AVl_ _It L3A..CATNRDW. FLOR:DA. S27N. 07-IDS-4313 rAA "1-003-43" ,� :t 1000 P.VJDESIGNER SILL (TYPJ 18 X 3/4 SELF TAPPING SMS r1X2X1/8 TUBE MULLION SEALANT BETWEEN WINWV FLANGES- L MEAAMN SEMI FLANGES ' B �—#8 X 3/4 SELF TAPPING SMS L "MAJON 1000HEAD PJ SEALANT BETWEEN vVQDWFLAMMS SECTION A -A (1) a MULLION 1000 P.VJDESIGMER SILL (TYPJ . 68 X 3/4 SELF TAPPING SMS r'1CU7 TUBE MULLION 1/8 SEALANT BETWEEN VINDDV FLANGES- L MULLION \-68 X 3/4 SELF LOW M TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A -A (3) v1NDOW FLANGES 11, MULLLO.1 !OW P.VJDESIGNER S BETWEEN r SILL (TYPJ WINDOWINDOW FLANGES & MULlfOr1 / 18 X 3/4 SELF \ TAPPING SMSI X 4 X 1/8 T TUBE MULLION \--68 X 3/4 SELF `--1000 S.H. TAPPING; SMS HEAD (TYPJ SECTION A -A (5) APPUES TO HEAD k SILL WHERE I' X 4' -10W P.VJDESIGNER do 2' X 4' TUBE MULLIONS ARE USED SILL (TYPJ AUXILIARY PLA DETAIL C •ffQt ADDITIONAL ANCHM. NEN REQUIRED) i8 X 3/4 SELF 0 TAPPING SMS SHEATHING 1X2X3/8 O__O TUBE MULLION INSTALLATION ANCHOR 08 WOOD SCREW (TYPJ 'Cf EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD X 3/4 SELF BUCK BY OTHERS A TPPING SMS —10W S!L TA , HEAD (TYPJ 1000 P.V✓DESIGNER SECTION A -A (2) SILL (TYPJ MULLION APPLIES TO HERO do SOU. WHERE I' X 2' -1000.P.WDESIGNER 68 X 3/4 SELF t I' X 2 7/16' TUBE MUU.IONS ARE USED SILL <TYPJ TAPPING SMS DETAIL B N8 X 3/4 SELF 2 X 4 X 3/8 TUBE MULLION TAPPING S14S 1%27/16X3/ TUBE MILLION R 1NSTALLATUII M/Ci(IR SEALANT BETWEEN 06 WOOD_ S(REV cTrvi WINDOW FLANGE \- .. - 4 MULLION NOR¢ aIP L1 1/8' MIN. ` l EMBEDMENT i I L I/V NIX EMBEDMENT 68 X 3/4 SELF —1000 S.H. TAPPING SMS HEAD (TYPJ 08 X 3/4 SELF TAPPING SMS SECTION A —A (4) 1000 S.H. HEAD (TYPJ 1000 P.V./DESIGNER SILL (TYPJ SECTION A -A (%) n'O TAPPING SM� T� y I X 4 x 3/8 y F�'�y TUBE MULLIONSWaSES b .'1AN�FA� 4` \-68 X 3/4 SELF `1000 S.H. TAPPING SMS MEAD (TYPJ sE ,ION A -A (6) DrTAll L-\ / k FLORIDA EXTRUDERS I, TIONAL INC DA SANFORD, FLORIDA TME: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 SCAIX:NTS DWG.: 1HMFINTR i i SEALANT BETWEEN I000 k 2' X 4' TUBEUBE WHERE 1X 4' P.V✓DESIGNER (APICAL V JAM TO O .MAiaB WINDOW FLANGES SILL (TYPJ (APPLIES TOO'ARE USED) a i MULLION 1000 P.V✓DESIGNER AMUWONS SILL (TYPJ N8 X 3/4 SELF I TAPPING SMS CONCRETE OR MASONRY TAPPING SMS- BY OTHERS i 1XaX1/8 1X2X3/8 TUBE MILLION TUBE K LUDN SEALANT BETWEEN ONE BY VOOD `LWIMMVKAJ_ FLANGESION CENT UL FLORIIDA B.O.A.F. arc BY OTHERS Q MAPUTTL MTDL ° %-N8 X 3/4 SELF IWO Sx TAPPING SMS HEAD (TYPJ BETWEEN . V DD FLANGES SECTION A —A ( t c Mu.LION IWO P.V./DESIGNER SILL (TYPJ \ t8 X 3/4 SELF TAPPING SMS /''1 X 2 7/16 X 1/8 t-1L7f 1 / TUBE MULLION SEALANT BETVEEI WINDOW FLANGES L MULLION `-#G X 3/4 SELF 3000 SR TAPPING SMS HEAD (TYPJ SEALANT BETWEENrSECTION A —A (3) WIKDaV 1. MILLION loco r P.V✓D£SIGNER SEALANT BETWEEN SILL (TYPJ WINDOW FLANGES I t8 X 3/4 SELF 6 MuLLIO TAPPING SMS I X 4 X v8 F TUBE MULLION NAIL: �LO/P/Lbt �!'r7PUD�Eh'S , L T SELF MASTIiR FII� # 6 1000S.M. MEAD (TYPJ SECTION A —A (2) .___ ^" ,,ASSIGNER 1000 P W./DESIGNER SILL (TYPJ a C 3/4 SELF i8 X 3/4 SELF 1ING SMS 1 X 2 7/16 X 3/8 TAPPING SMS II / TUBE MULLION 2 X 4 X 3/8 1 1/4' MIN (— D TUBE MULLION EMBEDMENT INSTALLATION A140CP 3/16' DIA. TAPCON SCREW AN04OR (TYPJ —EXTERNAL 1lLLION INSTALLATION CLIP SEALANT BETWEEN 4. KAI FLANGE MULD7r ° \-#8 X 3/4 SELF 100c SA TAPPING SMS MEAD ar. SECTION A —A (4) 1000 P.V✓DESIGNER r SILL CTYPJ / 88 X 3/4 SELF TAPPING SMS I X 4 X 3/8 L4 T TUBE MULLION t8 X 3/4 SELF M8 X 3/4 SELF TAPPING. SMS \_ .S.H. TAPPING SMS loco s(T MEAD tTYPJ 111� MEAD (TYP.) SECTION A -A (5i — - - _� _ SECTION A —A (6l `I:8 X 3/4 SELF TAPPING SMS - loco Si-L MEAD (TYPJ SECTION A —A (7) IETAIL B �-' A ( \ L� A VIEWED FROM EXTERIOR FLORIDA EXTRUDERS HmARFN, ','Tl° F oxmn mlz:SER. 1000/1500 FLANGE SHEET 1 OF.2 TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE <SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES _' DRAWN HY: MSH APPROVED BY.- - DATE:2/6/02 SCALE NTS :, DWG.: 1HMFLGTR /9 APPUES TO HEAD & SILL WHERE 1' X 4- P.W./DESIGNER LOGO P.W./DESIGNER . r SILL .(TYP.) LOGO P.W✓DESIGNER r SILL (TYP.) AILLARY pub & 2 X 4' TUBE AIUUJONS ARE USED OW ADDITIONAL MCHCRS. VW.N REOU 1 C (I i8 X 3/4 SELF ►1 i8 X 3/4 SELF DETAIL TAPPING SMS TAPPING SMS SHEATHING IX2X1/8 IX2X3/8 0. 0 TUBE MILLION TUBE MULLION - - _ - INSTALLATION ANCHOR ig WOOD SEALANT BETWEEN WINDOW FLANGES NUWON SCREW (TYPJ MULLION 0 EXTERNAL MULLION INSTALLATION CLIP -- TVO BY WOOD SEALANT BETWEEN i8 X 3/4 SEIf WINDOW FLANGES TAPPING SMS \_ �i8 X 3/4 SElix'j�� TAPPING SMS a. BV4KBY OTHERS f�L, - a MULLION 1000 S.H. (TYPJ 1000 SA HEAD (TYPJ 4>�+NUFACTURER NAM MANT UFACTURER MULLION _= BETWEEN WINDOW FLANGES SECTION A —A (1) SECTION A —A (2) a muLLION D�„a 1000 P.V✓DESIGNER �SILL (TYPJSILL 1000 P.V./DESIGNER �F`: # (TYPJ if // 88 X 3/4 SELF 1000 P.V✓DESIGNER `C > A i8 X 3/4 SELF TAPPING SMS SILL (TYPJ TAPPING SMS 1 X 2 7/16 X 1/8 MULLION 1 X 2 7/16 % 8 TUBE MULLION i8 X 3/4 SELF L_A J TUBE - _ . .. .. TAPPING SMS _ 2 X 4 X 3/8 TUBE MULLION: ANT BETWEEN LSEAL 1 1/8' MIN VINDOW FLANGES EMBEDMENT L MULLION FI NATION SEALANT BETWEEN MEWED FROM EXTERPOR . viNmv FLANGE ON .... DETAIL @ .-APPUES TO HEAD & SILL -NMERE V X 2' k I' X 2 7/16' TUBE MULUONS ARE USED 1000 S.H. TAPPING SMS i8 X 3/4 SELF LOGO SA TAPPING SMS _ WAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION A —A Q) SECTION A —A (4) 1-w s8 AUA o w WOOD sSCREW VU10fIV FLANGES A MULLION (TYP.) �_NORtz r1OW P.VJDESI13NER CANT BETWEEN 1 SILL (TYPJ WINDW FLANGES, a MULLION 1000 P.V✓DESIGNER r SILL (TYPJ + i8 x 3/4 SELF TAPPING SMS j 08 X 3/4 SELF i8 x 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION A —A 0 1 X 4 X 1/8 TUBE MULLION 1 X 4 X 3/8 TUBE MULLION HEAD (TYPJ I T FLORIDA EXTRUDERS sAmi IONAI, INC mA SANFORD, FLORIDA ..........u� 2~�=='�:SER. 1000/1500 FIN SHEET 1 OF 2 I N -HORIZONTAL MULLION SECTIONS ' - a j� SEE OTHER SIDE (,SHEET 2 OF 2) FOR X /4 s8 3 SELF i8 X 3/4 SELF '= i DESIGN_PRESSURE CAPACITIES -TAPPING.SMS S}I TAPPING SMS 1000 S.H. 1000 HEAD (TYP.> HEAD (TYPJ �:. F Z kill BY: MSH APPROVED BY: SECTION A —A (5) SECTION A —A (6) - •,'DAfE:2/6/02 SCAte:NTS Dec.: 1HMFINTGI /B SEA_*%T BVVE--ni V^lMV FI-MIES i KULLl3% 1::G =.V./3ESImVE4 t1I X 3/4 SE'_F //—TA?P.N-G SylS 1XcX T 7c:: N,Ia_Llri.N V.INwV fLahGE_� i MULLICN \-- k8 X 3/ 4 SELF 1700_STAPPING SMS -,vN a' F`r_ CTION A -A (1 ) cF s SAL:OV SILL (TYP.) I Kb X 3/4 SELF TAP?ING SMS I X 2 7/16 X 1/6 Y TUBE MULLION SEALANT 3£TVEEN V1.%mw FLAP%GES' i M:9_LICN LGi P.L',/nESIvNER ! .PICA,, !JCN MULTO CONCRETE G JAMB r— i(APPLIES TO .FVB WHERE i- X 4' I S'.! L (TYP.) i & 2' X z' TUH MULLIONS A £ USED) Q I XZ X 3/4 SELF i TAPPING SMS CG':CEOR MASL"iCY-� 3Y 0T :,ERS 1.3L .I C.Nr- 3 r 4ocD--t (�,rIT�AI4 FId3i� A �.O.Ag'`. ! BUCK _-OTHERS 4 i ` MANUACT1 NANX: I l i \�- ab X 3/4 SELF L0 et04 TA?GING SMSt,,�*t i Vi4 lion+ r I.NSTALLATION ANCFAIR 3/ie' DIA. TAPi•3, SCR=V A.N^F•.':.Q'<'YPJ /— EX. ERNAL IVJLLIGIG LNSTALLA'Iav CLI?. SECTION A -A (2) ; 1 C PA'./DES:GNER SILL (TYP.) GG9 �,W /:ES'G-s;ER r SILL (TYR.) X S_L% ! I a) �-%E 3/4 as x 3/4 SELr APPIrG SMS i X 2 7/16 X 3/8 TUEE ki1LLI:x: TAPPING SMS �{�7 2 11 4 X f-= Irw1 '- I T�UHE ??Lfi.!L,�. _ � I BE MIN. I• EMBt::i4c?:T SEAL4%T SETVEEN VINZGV FLANGE t M(P..L!ON \—;a X 3/4 SELF \-t8 X 3/4 SELF 7AP?ItG SMS low S.M. RPPINu SMS HEAD (TYPJ .CDC S.K OF -AD (TYP.) SEALANT 2CTVEEM SECTION A-P. (3 CT SEL .ION A -A (4 / Ism, FL!OGES • t MiILLI r-IOuO P.L'./DES:GNER SEALANT BED /E=h r Ai:C' F.V./DESIGNER I SILL (TYP.) VImWV FLANGFS -I ; SILL (TYP.) \ tb X 3/4 SELF t Mi-t'I 'APYING SMS `-1 X 4 X 1/8 I I k8 X 3/4 SELF TAPPING SMS I X 4 X 3/B ..in. Fi:iLLiui. y 1 fF \--tS X 3/4 SELF `— IOGD S.H. TAPPI.'+G SMS !!_AD (TYPJ SFC:T,7h A --A `-N6 X 3/4 SELF TAPPING SMS ::EAD (TYP.) S �QPON A_A 1F�_ a8 X 3/4 SELF TAPPING SMS HEAD,(? YiJ SECTION A -A (7) ELEVATi0N VIEWED FROM EXTERIOR f !Tmz= SEA.:. 10001 1500 FLANGE .SHEET i OF. (2- TWIN HORIZONTAL MULLION SECTIONS M I - --- SLL a +SLR J : Dr- � Si'ILC i 2 OF. 2i 0R DIESIGN PRESSURE CAPACITIES FEB 15 2W2 . 'DRAIIN BY. PASH APPROVED BY: DATE: 2/4/C-2 1 SCALE:paTS DWG.: 1HMFLGTW /7 1000 P.VJDESIGNER SILL (TYPJ B8 X 3/4 SELF TAPPING SMS Ix2X 1/8 TUBE MULLION .SEALANT BETWEEN WINDOW FLANGES- MULLION SEALANT BETWEEN•+ I \-88 WINDOW FLANGES a MULLION X 3/4 SELF 1D00 S.K TAPPING SMS SEALANT BETWEEHEAD, (TYPJ VINDOW FLANGES SECTION A —A (1) - L MULLION 1000 r P.V✓DESIGNER SILL (TYPJ / i8 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES' a MULLION 0 - `BB X 3/4 SELF \_1000 &K .TAPPING SMS HEAD (TYPJ SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES a M LLION 1000 P.WJDESIGNER SEALANT BETE SILL (TYPJ WINDOW FLANC a MULLION #8 X 3/4 SELF TAPPING SNS \ IX4X1/8 TUBE MULLION �B8 X 3/4 SELF 1000 5}{ TAPPING SMS HEAD (TYPJ SECTION ` A —A (5) 1000 P.W./DESIGNER uni ARY P A SILL (TYPJ 6Ot ADDITUtuL ANOCIM VwO REOUW-M 0 M8 X 3/4 SELF DETAIL TAPPING SMS O O Ix2X3/8 TUBE MULLION 0 CEMTRAL FLOITMA B.O.A,�',(HY OTHEF D BY WOOD 08 X 3/4 SELF —1000 Sit TAPPING SMS. KArffNACTUnR NAME: HEAD (TYPJ—oR/P4,tr7P SECTION A -A (2) -1000 P.W./DESIGNER Y-Aa ER ME SILL (TYPJ 48 X 3/4 SELF 1000 P.W./DESIGNER TAPPING SMS SILL (TYPJ 1 X 2 7/16 X 3/8 TUBE MILLION M8 X 3/4 SELF TAPPING SMS 2X4X3/8 SEALANT BETWEEN WINDOW FLANGE \ a MULLION.. 0 8 X 3/4 SELF I000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (4) r 1000 P.VJDESIGNER 1 SELL (TYPJ iii IS X 3/4 SELF TAPPING SNS1 X 4 X 3/8 //- TUBE MILLION ` BS X 3/4 SELF `1000 S_H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) APPLIES TO HEAO do SILL WHERE 1" X 4" k 2' X 4' TUBE MULLIONS ARE USEO SHEATHING INSTALLATION ANCHOR B8 WOOD' SCREW (TYPJ, EXTERNAL MULLION INSTALLATION CLIP '- MULLION 1 A / TUBE MILLION J L 1 1/8' MItLl — EMBEDMENTtl- VIEWED FROM EXTERIOR I DETAIL @ APPLIES TO MEAO & SILL W'KRE V X r t 1' X 2 7/16'TUIE MUUJONS ARE USED aunoc - .. -. .. .. _. ALLATION .ANCHOR �i8 �e voaD s=W (TYPJ Nam CUP X 3/4 SELF TAPPING SMS L-1000 S.H. SECTION A —A (7) HEAD (TYPJ I tie' MIK _ C14KOMCNT FLORIDA EXTRUDERS `NnmNAnONA" INC SANFORD, FLORIDA 'u:SER. 1000/1500 FIN SHEET 1 -OF.2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR _ DESIGN PRESSURE CAPACITIES DRAWN BY: MSH JAPPROVED BY: ,, .,";;.•''''. DATL2/6/02 I SCALE: NTS DwG.: IHMFIN 0 IC r !C00 P.V./DESIGNER Sl L <TYP) pe X 3/4 SELF TAFPitiu St'S IX P X:/P. 4 t Sck-mT 3_TVEEN `• v" =w FLANGES �—.e x 3/4 SE;_= L WJLLIC): sNS .-EAG.:t )'PJ SEAL+VT VET %d--ZN VINu3Y FLANGES SECT(Oti A -A (? i L ftllLii: r G00 P.'w./DESiGNER SILL <TYP.) se X 3/4 SELF TAPPING SHS X 1/8 l--lt}ri TUBE ML=LICN SEALANT BETVEE? VIND:'V FUMES L MULLION \--Me X 3/4 SELF 1nG0 S,H. TAPPING SMS HEAD (TYP.) SEALANT BETVSEN SECTION A —A Q WINDOW FLANGS t K:LLTDN rr!MO P.V✓DES.GNER SEALANT BETVEEN j SILL (TYPJ WINOn•✓ FLANGES - 06 X 3/1 SELF L kULLiAN i / TAPPING S4S / �IX4XI/e 1CCC P.W./2ES GNER I T"P;CAL MULLION TO CONCR-1= G JAMe r i (APRUES TO JAMS WHERE 1' X. 4" ; 1 SILL CTYP.7 I x jSED� � I _.. i1 r-*A X 3/4 SELF TAP-7;K; SMS ! ` CCNCR=TE OR MASONRY BY C7RErtS I� I I i x_ A 3iE t i t 1 }d: iY BcLt BY CTKRS Q i 1 ' 7 1 CENTRAL . FLOREDA S.O.A.F.�Ly' X �/A ` ! =C s- TAPP!N s4s MANUFACTURER.NAME: ! . TA' I _ IhS A_LATI.• A) WCA 3/i6' DIA. TAPCON AW-kCR <TY?.) Ex'ERNAL- KILLION INSTA_;_ATMA CLIP A:; (TIP.) f'�dR/DA SECT O;: A —A <<� K&,9U FUSE # r 100C I SILL (TYPJ I Q K9 X 3/4 SELF iC00L (TYPJ✓./DfS!uNE2 �l 7APPiN3 SMS I SIL 1 X 2 7/I6 X 3/8 i TUBE MULLION --4 i- - 1 1/4' Ill! N. rt E X 3/4 SELF i EMBi-Di'ENT 11 TAPPING SMS i SEALANT BET•.EEN VIMIlov FLANGE L MVLLJcai 6 X ::/A SE'_F _. ,---I000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (�) �-1000 F.W./DESIGNER SILL (TYPJ r-06 X 2/4 SELF TA.ZP:NG VS IX4X3/8 >! r—U-LM r Tus_ KjLi.Zm 08 X 3/4 SELF �- ys? X 3/4 SELF TAPPING SMS i APr i �2 S"tS i:CO 5.:: 'COO S i� HEAD ('YP.) HrEAD ( ) / vI C i'_}O�! A —A (5) S�r Ti�i."� A --A 4 r� ; 200i 2X4X3/8 TUBE MULLION dLTA!t F \-#6 x .3/4 SELF TAPPING SMS !arc s.h. SECTION A —A U7) INC I FLORIDA EXTRUDERS I SAN�NFORD, FLORIDA '=: SER. 1000/1_ 5OC' FLANGE SHEET 1 OF 2 i -rl%l SECTTH„ar7—nN�T L IONS .... i. f SEE LI I : it R SIDE l S",E C Or-- 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: N;SH APPROVED BY: ;DATE.2/..4/CJ2 SCALE:;1'TS. DWG.: IHMFI-G FVAT N VIEWED FROM EXTERIOR A /S 1000 S.M. I X 2 X 1/8 1000 SA JAMB (TYPJ TUBE MULLION JAMB (TYPJ c N8 X 1/2 SELF TAPPING SMS �L SEALANT BETWEEN WINDOW FRAME L MULLION 0 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) IX27/16X1/8 1000 SA TUBE MULLION 1000 S.H. JAMB (TYP.) ` JAMB CTYPJ H8 X I/2 SELF TAPPING SMS \,___L SEALANT BETWEEN .WINDOW FRAME i MULLION N8 X 1-U2 SELF TAPPING SMS SECTION A: --A (3) /- I X 4 X 1/8 / TUBE MILLION JAMB (TYPJ 1 II II JAMB( TYPJ s8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME t MULLION 0 8 x I-t/2 SELF - TAPPING SMS SECTION A -A U5) I X2X3/8 TUBE MULLION H8 X 1/2 SELF TAPPING SMS 2X4X3/8- SEAIANT BETWEEN TUBE MULLION VIMWV FRAME t MULLION `- N8 X 1-1/2 SELF TAPPING SMS SECTION A -A (2) -. 1000 S.M. 1 X 2 7/16 X 3/8 JAMB (TYPJ �. TUBE MILLION N8 X 1/2 SELF TAPPING SMS 1 1/8- MIN. EMBE}D'MEENNT 1 TWO BY WOOD BUCK BY OTHERS DETAIL C \ SHEATHING Lu INSTALLATION ANCHOR 08 WOOD SCREW (TYPJ EXTERNAL MILLION INSTALLATION CLIP MULLION APPLIES TO HEAD do SILL WHERE I' X 4' k 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD h SILL WHERE 1' X 2' do I- X 2 7/16- TUBE MULLIONS ARE USED f8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR H8 W000 SCREW DETAIL) L CTYP SILL CLIP I i8 X 1-1/2 SELF, \ / V WV BENSEALANT BETWEEN I L/81 MIN. W FRAME TAPPING SMS 4 MULLION EMBEDMENT 16 MULLION SECTION A -A M N8 X I-t/2 SELF.` TAPPING SMS DETAIL C SECTION A -A ('4) 1 X 4 X 3/8 �j,�• TUBE MULLMIN H8 X 1/2 SELF TAPPING SMS AUXILIARY- PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) M8 SELF TAPPING \ SMS CTYPJ ` DETAIL B MULLION VIEWED FROM EXTERIOR SEALANT BETWEEN ANE nnMMI &[MULLION 1 E 9 ZLvc 08 X_1r1/2 SELF .TAPPING' SMS SECTION A -A (6) FLORIDA EXTRUDERS � D, F ORIDA TrrLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2-OF 2) ' FOR DESIGN PRESSURE CAPACITIES DRAIN BY: M S H APPROVED BY:. - DATt.-2/6/02 SCALE: NTS DIG.: 1VMFIN iy I3:C cy _ /-. X 2 X i/Q JAMB (TY?.) i TUFZ MU'L'_3C;A, JA'!- (TY;;.) T :E X !/2 SELF TA=iNG SMS SEALANT a •MiiLLl.,N —iE X !-3/2 S:.r TAPPi\= SMS SL—CTiON A —A i r ; X c 7/,6 k :iE TU3�- ML'LLMN Mic SR - 1GL^ S.H. JAM? (TYPJ JAMB (TYPJ ;;6 x t/2 S' ;l mm') TAP?I.ti-C SMS SEALANT BETWEEN VINMV FLANGES a MULL ICN �— *8 X 1-1/2 SELF TAPPIK SMS SE•C110N A —A (.5' j 1 x4X1/E / TU7,E MULLMN tx2x3/8 A8 X tit Sc_F ;A?PiNG SMS T SEALA.1'. 9ETVEEn �- *E X ;-7/2 SELF x a x 3i is _ TAPPiti.: Sr+S Ujc RC�_i J'• SEC7+0r: A -A (2) /— l x c 7:15 X 3/0 t TUBE MUILiON JAMB (TYPJ a8 X 1/2 SELF TAPPING SMS ONE EY WOOD_ QE A! C BcLX BY rT�ERS _\ L C=":CRET_ C= MAKNRY BY GTFd= 4S 1 1/a• MIN. Q ` a . EME£ME?i Q ! kE X 1/2 SELF TA.PP:NGSUS G= x8 X 1-1/2 SELF, \GSEALANT BEETWEEN L SEALANT BETVsEN VIN20.d FLANGES TAPPING SMS WI.Nv+v FLANCrS L KL.LIGN LICN kB ,_,„ SECTION A —A (7; y SELF TAPPING 'SMS NAIL L' SECTION A -A (4) i X A X 3/6 TUBE MULLLIUN© �.O•�f! • y� .Its la 1:3II S Y.. !GF, S.N. F JAMB (TYP) JAMB (TYP.) . �tE X 1/2 SELF k8 x 1/3 SELF TAPPING SMS - TAPPING SMS 1 SEALANT BETWEEN SEALANT EETVEEN \ VINDQV rLANG_S - - ` W(NWIV CLAN - S L MULLION •\ ... a M'JL:.IDt, `-Is8 X 1-!/2 SELF •8 X 1-u2 SELF APPIKi SxS TAPPING. SMS S CTiON L E A J`: j=%TiyN A —A (0) t ♦STAL:ATI k AtiC,� �._,/3£' :iIA. NSA ` A I_•N L� _ TY r.J4_ 11t(;i G'V ?(; L.7N..Ki F $ HEA3 t(A�:UES T�j i4:AD k SILL W4_Rr- 1' X 2- XC ::SE M;JLL'C ARE Y Q-7A!t r- INS T AL L ATICIN ANCFCR q­q ) 3/XS' DLA. TAPC[N SCR E V ANC%4E ( TYP.) SILL C_IP �� r� Q EM3ct?4tNT - ?iE.f.A3T SILL BY•�THERS ? .. :!X !fApy Q AT} (ram. ADD TICNAL ANCHMS, W« N REDUIRED) �—I A I I A. 1 1 i� 1(2) - o SMS (TYPJ `- D£TA(L_ F 1 - • . Q _ _VIEWED FROM EXTERIOR FLORIDA EXTRUDERS- l n° FLORlN TrrLE: SER 1000/ i lCO: r LANGE SHEET 1 OF 2 Mt:�_L?L'ti SECTIONS SEE LITHE R SI17E ( SHEET"2''OF::-2) FQR DESIGN PRESSURE CAPACITIES FEB 15 fDRAWN BY: MSH APPRoyED By: iDATE: 2/1 / 0 2 1 SCALE: '.TS DWG.: 1 WIF LG ao tcG; S.; r 1 X 2 x I/e r.cc s.r.. qv , l a `•Y?, iii TUBE MTV N _AMa J 1 S ce X :/ SELF TAPP:N*SMS IX2x3/e T ;3_ Mu —ION M6xU::SELF X3/6 TAPPi4G SMS 2 X 4 _ %BE ML_L1"N TYPS:.AI TO HCR;ZCNTA: MULLION TO N:iLUC.N 1 .-%ZCv NE x 1-1/2 S-L- L ; a.xiNC SMS -- TP?PI!r3 S`!S ,� sa 6 A- ECT�QN A—li / ) S. rl ejtt _ t` t/.1 T � I i X 2 7/16 X! /e I X 2 711.E X 3/e Nampo TJB� MJ LIC.v , 12'?C S.H.—i / 1;43 S:ry ^ T:.aE MfJL=EJ: I JAMS 1-YP� SA!t�n��JA49 CTYP.: 1k8X 1-!/2 SriFWINGLLIUN t !D.JL_!ah TAPPING SMS SECTION' A —A (7) tie x t/2 SELF ♦6 X I/2 SELF TAPPING SMS I r_'—TAPPING SMS r— SEAt-ANT BETWEEN S=A.ANT BETWEEN WIh=d FLANGES viN£$V FLANGESae X 1-1/2ScLG L M1L.L04 L K;LLIGN TAPPI< SM!S TAPPING SMS C^l�jj.; A —A (4) SECT:ON A —A Q) T' aX 4x Ire 1X4x3/8 .. TU3E MJLIi'3N � TU'�LION' IDID ix04 f ACy D-t JAM? ;7vGl SAils k6 x i/c SELF *6 X 11/22�SlELF 7l r TAPPINC SMS TAPPING SMS SEALANT BETWEEN SEALANI BEnr_zN WINCOW FLANGES WI1iP.=V F_A%aS a8 x 1-1/2 sr; MULLION . _ ; 00_'_G7N TAP=INri Sys — r8 x 1-1/2 SELF TAPPING SMS ECTiON A —A (5) SECT;ON A —A /EJ i IX _R CX i A- I '_X CR =X MJL (Ty?.) i �INSTAL:ATI^r AVC!1::.4 i' i s/IY BIA. TA?C:N I; SCR£V AvC;LR i. `-SE.L CSP './4' B!K Q EMEi:CMENT �� t CETAi:S ' �P.Tc{asT SPy 3Y OTHERS A'JXIL!A - PLATt CF'.K A7SITIilriAl A•`Y'•i.^QS, Vh!EN F£O:JL4EL% j rIT i ''i1Ae I ' �8ra�ELcVA-i • vicN�C FR,:4 tX7ERICR LO-1 FLORIDA INTERNATIONAL, INC. EXTRUDERS SANFORD, FLORIDA Tnu:SER 10001I500 FLuNGE SHEET I OF..2 �( VERTICA` MU!_CION INTO HORIZONTAL SEE OTHER S I DE ( SHEET 2 OF 2) uR` DES I GN- PR_ESSUKE CAPACITIES FGB 15 L.' L? DRAxN BY: MSH " APPROVED BY: DATE:E%S/ 0P_ SCALE: N T S DWG.: 1 VMHMFLO SEALANT BETWEEN APPLIES TO HEAD & SILL WHERE I' X 4' vDNDOV FLANGES & 2' X 4' TUBE L(ULUONS ARE USED L MULLION AUXILIARY P a AI 2000 P.W./DESIGNER 2000 P.V✓DESIGNER *'M AD61TMML ANOGn. WHEN REWIRED) SILL (TYPJ SILL (TYPJ O 68 X 3/4 SELF 18 X 3/4 SELF SHEATHING TAPPING SMS TAPPING SMS 10 IX27/16x1/8 ///�''1x27/16X3/19 0 _O TUBE MULLION / TUBE MULLION INSTALLATION ANCHOR R8 WOOD SEALANT BETWEEN (TYPJ O - VINDDV FLANGES L MULLION EXTERNAL MULLION TVO BY WOOD INSTALLATION CLIP BUCK BY OTHERS \-118 X 3/4 SELF \— M8 X 3/4 SELF 1000 S.H TAPPING SMS 1000 S.H. TAPPING SMS HEAD (TYPJ HEAD (TYPJ 2OW P.V./DESIGNER SECTION A —A (1) SECTION A —A (2) SILL (TYPa M8 X 3/4 SELF / TAPPING SMS / 2 X 4 X 3/8 TUBE MULLION FLORMA� SEALANT BETWEEN p� WINDOW FLANGE a u 1— L MULLION U� � n SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L MULLION r2000 P.V./DESIGNER SILL (TYPJ r-!S X 3/4 SELF / TAPPING SMS /-1 X 4 X L8 / TUBE MULLION �-68 X 3/4 SELF TAPPING SMS 2000 P.V./DESIGNER EA S.H. H SILL (TYPJ HEAD (TYPJ M8 X 3/4 SELF SECTION A —A (S) PING SMS ! X 4 X 3/8 . —j T TUBE MULLION \�-68 X 3%4.SELF �68 X 3/4 SELF TAPPING SMS TAPPING SMS low SA 1000 SA HEAD (TYPJ _ HEAD (TYPJ SECTION A —A (3) SECTION A —A (4) DEIEII..L� MULLION APPLIES TO MEAD & SILL WHERE I' X 2' & I' X 2 7/16' TUBE f MUONS ARE USED DEraL e aunt 116TALLATIW ANC-fM 66 wm SCREW `Noaa. arP Ll 1/8' MIN. EMBEDMENT I I! VW I Na( h^EMB ENT U mi FLORIDA EXTRUDERS �R 00 ��a Beets: SER. 2000 FIN SHEET 1 OF 2 , - " TW I l t HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 ❑F:2) FOR DESIGN PRESSURE z-CAPAC IT IES, )RAVN BY: MSH APPROVED BY: )ATE:2/6/02 SCAU: NTS DWG.: 2HMF INTR TYPICAL MULLION TO CONCRETE .O JAM8 (APPLIES TO JAMB WHERE 1' X 4' DETAIL 8 do 2' X 4' TUBE MULLIONS ARE USED) a 2000 P.V./DESIGNER 2000 P.VJDESIGNER SILL (TYPJ SILL (TYPJ CONCRETE OR MASONRY- N8 X 3/4 SELF N8 X 3/4 SELF BY OTHERS TAPPING SMS TAPPING SMS I X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 INSTAALLLATI3N C 6W ` 13 J TUBE MULLION TUBE MULLION ANCHOR ONE BY WOOD EXTERNAL- MILLION INSTALLATION CLIP BUCK BY OTHERS SEAL T SEALANT .-a..' VWDOV FLS VD(DOV FLAItGES .. L MU1I�1 L MULLION 2000 P.VJDESIGNER MULLION f8 X 3/4 SELF 08 X 3/4 SELF SELL(TYPJ 2000 S.M. TAPPM SMS 20M S.N. TAPPING SMS HEAD (TYPJ HEAD (TYPJ N8 X 3/4 SELF SECTION A —A (1) SECTION A —A (2) TAPPING SMS 2X4X3/8IF Q TUBE MULLION �'lXw�� �•®•�Y • SEALANT BETWEEN L MULLION... �R NAME: tOiPw A 7 FILE # SEALANT BETWEEN WINDOW FLANGES L MULLMN 2000 P.V./DESIGNER SILL (TYPJ I18 X 3/4 SELF TAPPING SMS I X 4 X1/0 TUBE MULLION L1 /4' MIN. EMBEDMENT IV —A L—^ A TAPPING SMS _ - I X 4 X 3/8 ELEVATION ~ TUBE MULLION VIEWED FROM EXTERIOR J FLORIDA' EXTRUDERS Ati a SANFORD.Fa 1. MULLION 'r=: SER. ,:20p,0;.FLANGE SHEET- 1',0F 2 TRIPLE HORIZONTAL MULLION -SECTIONS II8 X 3/4 SELF t8 X 3/4 SELF �2000TAPPING SMS 2000 SA TAPPING SMS SEE OTHER SIDE (SHEET 2. OF .2) FOR MEAD (TYPJ HEAD (TYPJ DESIGW-PRESSURE-CAPACITIES SECTION A —A !3) SECTION A —A (4) 8 DRAWN BY. MSH AiWOVED: Ur 9 2LI02 �,,.�.,.� _•... ..-----:.. _.._._... ..�.._..a..r_ __ DaTE:2/6/02•--- scA[ENTS=_:�. DwG..:..2HMFLGTR--- _ N8 X 3/4 SELF T APPING SMS 2000 S.M. r 2000 P.V./DESIGNER HEAD (TYPJ $ILL .(TYPJ �8 X 3/4 SELF SECTION A -A (5) UK 2000 Sit t X 2 7/16 X 1/8 200a S.H. 1 X 2 7/16 X 3/8 JANB <TYPJ TUBE MULLION JAMB <TYPJ TUBE NULLMN #8 X t/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SNS 2 X 4_X 3/8 TUBE MULLMN� DETAIL C TYPICAL VERTICAL TO HORRONTAL MULLION TO MULLION INSTAL.LATIC INTERNAL CLIP _L 1X OR 2X MULL SEA LAKTSEALANT BETVEEN N8 X 1-1/2 SELF 2000 SR VLNWV ANGEs vtNDGv _ raPPtrG'SMs JAMB (TYP.) IX DR 2X MULL S •e X 1-1/2 SELF TAPPING SMS QETAJL i8 X 1/2 SELF SECTION A —A (11 SECTION A —A (2) TAPPING SMS �e �r � . - SCREV ANOM RYP.) I X 4 X 1/0 1 X 4 X 3/8 SILL CLIP TUBE MULLION TUBE MULLICIN Q 2000 SJi 2000 SJ{ SEALANT HETVEEN - C8 X 1-1/2 SELF I I/4 MIf1 VINDOV FLANGES TAPPING SMS Q JAMB <TYPJ JAMB <TYP.) EMBEDMENT � "� ,SECTION A —A '(51 PRECAST SILL BY OTHER AUXILIARY"PLATE 88 X 1/2 SELF #8 X 1/2 SELF � TOR AODITD3VAL ANCHORS. WEN REQUIRED) TAPPING SMS TAPPING SMS XT ':�SEAIJV<i ,BETVEEM SEALANT BETVEETI :8 X 1-1/2 SELF ..r ��... /// .Q'- VIt1GOV FIAIR;ES VINDOV FLANGES TAPPING SUS / --- 4. MULLION 118 X 1-1/2 SELF t MULLMN A A TAPPING SMS SECTION A —A (3) SECTION A —A (41 . 48 SELF TAPPING SMS RYPJ Ail B fl.EYAIlQy VIEWED FROM EXTERIOR .INTERNATIONAL INC FLOODC. FLORIDA EXTRUDERS 'SANFORD,--FLORIDA CE rg M NAO' Tnu:SER.. 2000 FLANGE SHEET /1�13F 2 blAffS VERTICAL -MULLION INTO HORIZONTAL oRl �j SEE OTHER SIDE (SHEET -2-'-OF 2) FOR:: FuX# DESIGN PRESSURECAPACITIES I 18 , � 1DRAwN BY: JBH I 'onom aY: w._. _.:..:.__...�_... _. _.. DaTE:2/2/02 scaIE:NTS,. nlTc.:;. 2VMHMFLG__- . APPLIES TO HEAD & SILL WHERE I" X 4" AUXILIARY& 2' X 4" TUBE MULLIONS ARE USED i #�• t1'. �i• a�a AectTmw� O . v DETAIL c M�UFAG 7j'• '� � rS SHEATHING "':�'tetpA Op SEALANT BETWEEN MAff L # 0 — vINDOv FLANGES INSTALLATION ANCHOR 08 WOOD i MULLION uilLmm SCREW (TYP.) 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYP.) SILL YTYPJ •8 X 3/4 SELF B8 X 3/4 SELF EXTERNAL MULLION TAPPING SMS TAPPING SMS TWO BY WOOD INSTALLATION CLIP BUCK BY OTHERS 1X27/16X V8 1X2.7/16X 3/8 TUBE HULL TUBE NULLION MULLION SEALANT BETWEEN WINDOW FLANGES - i MULLION 11FTAf1 ■ 2000 P.W./DESIGNER Tin r-- A SILL (TYP.)� 68 X 3/4 SELF R8 X 3/4 SELF 1000 S.H. TAPPING SMS 1000 Sx TAPPING SMS 88 X 3/4 SELF A / HEAD (TYP.) HEAD (TYPJ TAPPING SMS / 2x4X3/8 SECTION A —A 0) SECTION A —A (2) TUBE MULLION L 1 1/8' MIN EMBEDMEN ELEYd?!4tl SEALANT BETWEEN - ... VIEWED' FROM EXTERIOR VOtDOv FLANGE DETAIL APPLIES TO HEAD. d<SIU. WHERE I" x 2' i MULLION _ "@ I x 2 7/16"..TUBE MUWONS ARE USED SEALANT BETWEEN SEALANT BETWEEN _ - INSTALCATIOr ANOfOR VD(DOV FLANGES WINDOW FLANGES " VOOD SCREV L MULLION L MULLION - .. (TYPJ 200o P.V./DESIGNER r 2000 P.W./DESIGNER a8 x 3/4 SELF `-NORsz CLIP i/ SILL (YP.)' SILL <TYP.> TTAPPING SMS / 08 x 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS —1000 S.H. SECTION A —A (5) / I X 4 X 1/8 - I X 4 X 3/8 HEAD (TYPJ EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS INTERNATIONAL, 'Nc SANFORD. FLORIDA MMSER. 2000 FIN SHEET I OF 2 _ �, ��• TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR N8 X 3/4 SELF B8 X 3/4 SELF ' DESIGN PRESSURE CAPACITIES TAPPING SMS TAPPING SMS 1000 S.H. IDDD sx f EB 2W2 HEAD (TYP•) HEAD (TYP.) DRAWN BY: MSH APPROVED, BY::. SECTION A -A (3) SECTION A —A (4} DATE:2/6/02 SCALE: NTS 1. ID'fG.:, 2HMF INTW ILKA i 2000 P.VJDESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS IX27/16X1/6 TUBE MULLION! f BETVEl7i SEALANT �TVEEN FLANGES VIiDGV FLANGES- XIN L MULLION 48 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' QFrAlL k 2' X 4' TUBE MUWONS ARE USED) Q CONCRETE OR MASONRY fL - BY OTHERS r2000 P.VJDESIGNER SILL CTYPJ 48 X 3/4 SELF TAPPING �S 2 7/16 X 3/8 TUBE MULLION NtB X 3A SELF 000 2S.H. TAPPING SMS j HEAD (TYP.) SECTION A -A (2) SEALANT SETVEE VDCDOV FLANGEL L IILMN y 7�._ �G�RiD,a r-,t771 uD S SEALANT HETVEEN VUCDOV FLANGES L MULLION 2000 P.V./DESIGNER 2000 P.VJDESIGNER SILL CTYPJ r SILL CTYPJ 48 X 3/4 SELF I f8 X 3/4 SELF TAPPING SMS TAPPING SMS /'IX4X1/8 1X-4X3/8 / TUBE MULLION TTUB£ MULLION EN VMDOV LANCBETWES vD+nOv FLANGES L MULLION �-48 X 3/4 SELF Y 118 X 3/4 SELF 2000 S H TAPPING SNS TAPPING SMS 2EA HEAD CTYPJ (T HEAD <rYPJ _ SECTION A -A (3) = ' SECTION A -A (4i �- INSTALLATION AMONG 3/16' DIA TAPCON SCREV ANOCR CTYPJ EXTERNAL MULLION ONE BY VOOD' INSTALLATION CLIP BUCK BY OTHERS _... .:_ . .....NUL.LION 2000 P.V./DESIGNER SILL CTYPJ 48 X 3/4 SELF TAPPING SMS - 2X'4X3/8 TUBE MULLION Q L1 1/4' MIN. EMBEDMENT •. DETAIL B� A 48 X 3/4 SELF A TAPPING SMS HEAD CTYPJ SECTION A -A (5) ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS R .FORMA zmz: SER.; 2000 , FLANGE SHEET :1 OF..2 . TWIN HORIZONTAL MULLION''SECTIONS SEE OTHER SIDE (SHEET 2 OF -2> _ FOR DESIGN. PRESSURE- CAPACITIES: 1 F 62002 lunn uy:MSH _. AppBOVED:air ;:<< De'1'E 2/_4L02 SCAL r: NTS Dxc.' '2HMFL' GTW �6 SEALANT BETWEEN VINDOV FLANGES L NUL.LION SEALANT BETWEEN VINDOV FLANGES Ml1LLIDN AUXILIARY APPLIES TO HEAD k SILL WHERE I" X 4' rFCR AOIMMAL ANdH(M WHEN RE=RCD: dC 2' X 4' TUBE MULLIONS ARE USED CEI+ITI L FLORIDA B.O.A.F. SHEATHING MANWACTEIR NAM: IFF-mp _o fL oR� g�vpo-s - - V.A S M FILE # 7 may. INSTALLATION ANCHOR 68 VMD 7f O SCREW (TYPJ 2000 P,VJDESIGI(ER 2000 P.V✓DESIGNER SILL (TYPJ SILL (TYPJ EXTERNAL MULLION 68 X 3/4 SELF 08 X 3/4 SELF INSTALLATIOM CLIP TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X t/8 1 X 2 7/16 -X 3/8 TUBE MULLION TUBE MULLION MULLION SEALANT BETvEEH VINDOV FLANGES t MULL10N DErAt! - - 2000 P.V./DESIGNER P l 68 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYPJ SECTION A —A (1) SEALANT BETWEEN VINDOV FLANGES MULLION 2000 P.V./DESIGNER SILL (TYPJ R8 X 3/4 SELF TAPPING SMS /—IX4X1/8 1 --I / TUBE MULLION `-68 X 3/4 SELF TAPPING SMS 1000 SA HEAD (TYPJ 68 X 3/4 SELF SMS SILL<TY .1A L._ i N8 X 3/4 Setr— 1000 S}L TAPPING HEAD (TYPJ TAPPING SMS 2 X 4 % 3/8 SECTION A—/� (2) TUBE MULLION 1 1 1/8' MIN _ .. 444...--- EMBEDMENT ELEVATIO VIEWED FROM E%TERWR SEALANT BETWEEN VINUOV FLANGE DETAIL B APPUES TO HEAD t SILL MERE I' X 2' t NULLMN 6 V X 2 7/16- TUBE MULUO S ARE USED SWAnoa ALLATIDN ANCHOR SECTION A —A (5) .e Wooa ScKv crrP.: Hmm CLIP 2000 P.VJDESIGNER SILL (TYPJ 68 X 3/4 SELF TAPPING SMS 68 X 3/4 SELF TAPPING SMS — 1000 S.H t t/B' Nut I X 4 X 3/8 HEAD (TYPJ ENBEDNENT TUBE MULLION FLORIDA EXTRUDERS Ix�ANFO z�, NC FLONAL DA SANFORD, FLORIDA TTTLS: SER. 2000 FIN SHEET I 2 _ .OF HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 ❑F 2) FOR N8 X 3/4 SELF DESIGN PRESSURE CAPACITIES . - TAPPD4G SMS B 20a _ 1000 S.H. HEAD (TYPJ - DRAITN BY:MSH APPROVED _BY SECTION A -A (4) DATE:2/6/02 ISCALE.NTS D1TG.: -2HMF LN: - TYPICAL MUUJON TO CONCRETE O JAMB 'Al"AMB WHERE 1' X 4' oErAl� e 4, Z' % 4' TUBE MULLIONS ARE USED) Q SEALANT BETVEEN SEALANT BETVEEN VINDOV FLANGES %(MWV FLANGES L MULLION - MLLIDN 2000 P.V./DESIGNER r2000 P.V./DESIGNER SILL (TYPJ / SILL (TYPJ M8 X 3/4 SELF / 08 X 3/4 SELF tr TAPPING SMS TAPPING SMS IX27/16X3/8 1 X 2 7/16 X 1/8 TUBE MULLMN TUBE MULLION �a#8 X 3/4 SELF A8 X 3/4 SELF TAPPING SMS 2000 S.H. TAPPING SMS 2000 S.N. HEAD (TYPJ HEAD (TYPJ SECTION A -A (1) ACTION A -A (2) SEALANT BETVEEN VpmOV FLANGE n y� L MULLION 0 CENTOyVlMDaV FLANGES vimpaV FLANGES FLORA. L MU.LICN . & NU.LIIIN 2000 P.V✓DESIGNER 2000 P.W./DESIGNER SILL (TYP.) SILL (TYPJ #8 X 3/4 SELF 08 X 3/4 SELF ` TAPPING SMS TAPPING SMS ` TUBE MULLION `TUBE MULLION I18 % 3/4 SELF t8 X 3/4 SELF TAPPING SMS TAPPING SMS 2000 Sit _ . 2000 S.M. HEAD (TYPJ HEAD (TYPJ SECTION A -A (3) ,SECTION A -A (4) CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DIA TAPCaN SCREV ANCHOR CTYPJ LION ONE By VDOD E� g57 MiTALLATIEN CLIP BUCK BY OTHERS MU.LIDN 2000 P.V gESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS _ 2X4X3/8 " TUBE MULLION Q 1 1/4' HIM. EMBEDMENT DETArL '-a A R8 X 3/4 SELF A TAPPING SMS 2000 SR HEAD (TYPJ SECTION A -A (5) ELEVATION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS � "moxAt., .SANFORD, FZARmkIDA 'Inn: SER. 2000 - F•LANGE SHEET:'-1 HORIZONTAL MULLION SECTIONSVlt - SEE OTHER SIDE CSHEET 2 ❑F 2).; FOR DES IGN'PRESSURE'CAPACITIES�'- DRAWN BY:MSH ' _ wPimovo BY. „4- I DATE:2/4/02- scrilg•NTS.' '_ DWG.•-=2HMFLG..-- ay 2000 S.H. 2000 S.H. JAMB (TYPJ 1 X 2 7/16 X 1/8 JAMB (TYPJ TUBE MULLION 88 X V2 SELF TAPPM SIRS IX27/16X3/6 TUBE MULLION 2 X 4 X 3/8 TUBE MULLION 88 X 1/2 SELF TAPPING ,SMS 2D00 S.M. JAMB (TYPJ SEALANT BETWEEN VINDaV FRAME L MLLLIQN SEALA_ VWDANT BETWEEN FRAME 4 MULLION N8 X 1-112 SELF TAPPING SMS B8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) SECTION A --A (2) CENTRAL FLORIDA R.4. A. F. TWO BY WOOD — BUCK BY OTHERS 1 1/8, MIN. EMBEDMENT - SHEATHING INSTALLATION ANCHM 00 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION APPLIES TO HEAD &.SILL WHERE I" X 4" & 2' X 4' TUBE MULLIONS ARE USED B8 X 1/2 SELF APPLIES TO HEAD & SILL WHERE I" X 2' TAPPING SMS & I' X 2-7/16" TUBE MULLIONS ARE USED INSTALLATION ANCI-W DETAIL Its vtX1D SCREV 11 TYPJ (111 SILL CLIP SEALANT BETWEEN ���p� #8 X 1-1/2 SELF V1NDL1v FLANGES 1 Val MIK AdffTDV0 lL`E1>•=�+i`. TAPPING SMS t MULLMN EMBEDMENT DETAIL C LG,04 a4 fl��1+4J1,n�P5r7 IX4X1/8 1X4'X3/8 TUBE MULLION _TUBE MULLION 2000 S!t 2000 5x JAMB (TYPJ JAMB (TYP.) 08 X 1/2 SELF 171 k8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDaV FRAME WINDOW FRAME. L MULLMN .- ; L MULLION 88 X 1-1/2 SELF..::.. _ 171/2 SELF TAPPING. SMS 7_Ir8.X TAPPING SMS SECTION A —A (3) `= SECTION A —A (4) SECTION A —A (5) SM(AIHu.c DETAIL C _ vow FwMn+c B8 SELF 1 AUXILIARY- PLATE - (FOR ADDITIONAL=ANCHORS;`WHEN REOULRED) G 0 SMS C7YPa ` DETAIL B MULLION ELEVATION - Q VIEWED --ROM EXTERIOR z v INTERNATIONAL. INC �.. �.. - FLORIDA:EXTRUDERS sAxFORO, FLORTDA V �r TTlZE VERTICAL.0 FIN SHEET 1 OF 2 MULLION. SECTIONS' DESIGN SEE HPRESSURE:-CAPACITIESER SIDE (SHEET 2 O-2) `FOR DRAWN BY: MSH APPROVED'BY: " DATE:2/6/02 I scALE: NTS DWG.:. 2VMF IN 2000 2000 S.H. 1 X 2 7/16 X 1/8 .JAMB (TYPJ S.M. IH <TYPJ TUBE MULLION a8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW 14LLINON FLANGES k8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) 1X4X1/8 TUBE MULLION ONE BY VOOD DETAIL C 1 X 2 7/16 X 3/8 BUCK BY OTHERS CONCRETE OR MASONRY' TUBE MULLION • a � 1 1/4' MIN, BY OTHERS • 3 EMBEDMENT d 4 EN8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR 3/16' DIA - TAPCON SCREW ANCHOR (TYPJ EXTERNAL MULLION INSTALLATION CLIP 2 X 4 X 3/8 SEALANT BETWEEN TUBE MULLION WINDOW FLANGLAKESS TYPICAL MULLION TO CONCRETE O HEAO a MULLION •8 X 1-1/2 SELF aS.H. ( JAMBB (TYPJ MULLION (APPLIES TO . HFAO -& SILL WHERE I' X 4 . - TAPPING SMS _ _ & ..2*,X 4'.TUBE `MULLIONS ARE USED - ... ) SECTION A —A (2) DETAIL' N8 X 1/2 SELF B TAPPING SMS INSTALLATION ANCHOR ... 3/16' DIA. TAPCON _.. _... 1 X 4 X 3/8. _... -. . ;. SCREW ANCHOR (TYPJ TUBE MULLION - 2000 S.H. 2m S.H. JAMB (TYPJ JAMB (TYPJ *0 x 1/2 SELF TAPPING SMS 10 I ps A. SILL CLIP M8 X 1-1/2 SELF SEALANT=BETWEEN Q TAPPING.SMS WtNDOV-FLANGES a 1 1/4' MI MULLION MIN. SECTION A=A (5) — _ _ EMBEDMENT Q DETAIL C PRECAST-SD1 -HY-OTHERS ~ AUXILIARY °PLATE + $9 X 1/2 SELF TAPPING SMS ` VINDOV FL�ANGESS a MULLION ALANT BETWEEN WWIINDOW FLANGES a MULLION #8 X 1-1/2 SELF TAPPING SMS E8 X 1-1/2 SELF TAPPING SMS SECTION A —A 0) SECTION A -A (4) MAloUFACTURM Nth: �0 i _T #. _(FCR ADDITIONAL.ANCHaRS WHEN REQUIRED) SMS (TYPJ DETAIL MULLION ELEVATION 0 VIEWED FROM EXTERIOR FLORIDA.,,EXTRUDERS RD° kbmA- /� ,l TITLE: AN `: H . 1 _ . . V V VERTICAL MULLION SECTIONS SEE OTHER.; SIDE :SHEET,; 2 •OF 2) FOR 18 3 20 DESIGN PRESSURE-CAPACGI TIES IDRAWN BY: JBH -[APPROVED: BY .21ful DeTI; 2/2/02_..v. scatE N ,S Dire:` V 2MFCG T .: N8 SELF T . 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 850.06 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 THE NORTHWEST 1/4 OF THH E USE OF THE UNRECORDED / PROPOSED 60.00' NORTHEAST 1/4 OF SECTION PLAT THIS PLOT PLAN IS BASED ON. _ S89'31 ,41 „E °'0<7 11-2o-31 A N89'31 IT"_ 10' SCREEN WALL EASEMENT ^gyp/ 850.06' PROPOSED LOT 7 !' 3 DRAINATGE IYVE n POINT OF 5,0' u3' CovEREo'; zzo' S0 BE(,INNING 'iPORCH_�. e `1�' S 9 Z' n Ly J 50 00' PROPOSED Cn 2162 p n FINISHED FLOOR O PROPOSED �oNO EIEVATIONa43.30 6soo � � PROPOSED LOT 6 o COVEREDo = LOT 8 ," = 30' Z N 6.3' E A/ N GRAPHIC SCALE TRANCT01'' .0 15 30 20' 5.0 .-DRIVE II Vi V O 4F $p 10' UTILITY EASEMENT -- N89'31'41 "W 60, 00' � Jl p l <v qi VII 660.39' �"— - --- - "— - -- - -- - S89'31'41"E - -- - -`-- - -- - 953.24. - -- - '--- - -- PT MAGNOLIA PARK TRAIL CENTERLINE OF TRACT A RIGHT OF WAY OF PROPOSED MAGNOLIA PARK 50' RIGHT OF WAY LOT 7 CONTAINS 6900 SQUARE FEET t THIS STRUCTURE CONTAINS 2578 SQUARE FEET t TOTAL CONCRETE 718 SO. FT. t TOTAL SOD 3604 SQ. FT, 3 BUILDING SETBACKS FRONT: 25' REAR: 20' FLOOR SLAB ELEVATION CORNER: 15'�UST BE 16" ABOVE "SOWN OF ADJACENT ROAD UNLESS LEGEND _ BUILDING SETBACK LINE MLW CENTERLINE POD PREPARED FOR: OTHERWISE APPROVED- — — m<aTT DE wnr LINE - - POL FCC D.R. HORTON =%% PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW OR PD 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE o PLANS PROVIDED BY THE CLIENT. LO LAND SURVEYING BUSINESS L CB LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC IF, PER PLAT PT THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES (M) MEASURED TYP KNLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF (CALC) CALCULATED A/C THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION END FOUND WALK CBw LIST FOR CONSTRUCTION. S%w SIDEWALK RP ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA CP CONCRETE PAD CS FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES PH PGS PLAT BOOK PAGES C R/W ONLY. THIS IS NOT A SURVEY NG S0. ET. NATURAL GRADE $OUARf. FEET ORB 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 7 AS BEING S89'31'41"E PER PLAT. (FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM40440 DRAWN BY: 'LOT PLAN 3-12-03 J AMERICAN SURVEYING &MAPPING J CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 MINIMUM LOT WIOTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK I. 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. 1 NOT VALID MTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0 3 !¢ D3 T°E FIRM GALE N I<. FLL PS 1 N 2h DATE r, FGRM 60OA-2001 If FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2162. - Builder: DR. HORTON Address: P HQC hi." k t'uz. 0 Permitting Office: City, Stater t Permit Number: Owner: ,V<Xboo Jurisdiction Number: Climate Zone: < Central 1. New tonstruction 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: 13.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (112) 2161 ft2 c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 399.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tintlother SHGC - single pane 0.0 ft2 _ HSPF: 8.30 _ d. Tint/other SHGC - double pane 0.0 fl2 b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 252.0(p) ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.2, 1755.2 ft2 EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 242.0 ft2 - b. N/A c. N/A _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2227.0 ft2 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 It _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as -built points: 31776 PASS Total base points: 32003 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:��2 DATE: 0-5 0z I hereby certify that this building, as designed, is in compliance with the Flori0f Energy Cgde. OWNER/AG NT: DATE: 510 Review of the plans and 4� sT9T specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed c this building will be inspected for compliance with Section 553.908 oOD Florida Statutes. WE BUILDING OFFICIAL: DATE: AM S0OA-2001 • SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 2161.0 25.78 10027.9 Single, Clear E 1.0 7.0 28.0 59.31 0.98 1633.0 Single, Clear SE 1.0 7.0 14.0 56.64 0.99 781.1 Single, Clear NE 1.0 7.0 14.0 43.65 0.99 602.1 Single, Clear N 1.0 5.2 19.0 27.96 0.97 513.3 Single, Clear N 1.0 3.0 12.0 27.96 0.90 303.4 Single, Clear S 15.0 9.0 44.0 44.66 0.51 996.8 Single, Clear W 1.0 6.2 32.0 53.47 0.97 1665.9 Single, Clear W 1.0 9.0 64.0 53.47 0.99 3402.0 Single, Clear E 1.0 7.0 39.0 59.31 0.98 2274.5 Single, Clear E 6.0 13.0 20.0 59.31 0.76 904.4 Single, Clear E 6.0 15.0 7.0 59.31 0.81 334.5 Single, Clear E 6.0 8.0 4.0 59.31 0.61 143.7 Single, Clear NW 11.0 6.2 16.0 37.74 0.57 343.1 Single, Clear N 10.0 6.2 12.0 27.96 0.66 221.6 Single, Clear N 15.0 8.0 13.0 27.96 0.64 234.3 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear S 1.0 6.2 16.0 44.66 0.95 680.8 Single, Clear S 1.0 5.2 13.0 44.66 0.93 537.4 Single, Clear S 1.0 6.2 16.0 44.66 0.95 680.8 As -Built Total: 399.0 17085.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 242.0 0.70 169.4 Concrete, Int Insul, Exterior 4.2 1755.2 1.16 2036.0 Exterior 1755.2 1.90 3334.9 Frame, Wood, Adjacent 11.0 242.0 0.70 169.4 Base Total: 1997.2 3504.3 As -Built Total: 1997.2 2205.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 28.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2227.0 2.13 4743.5 Under Attic 19.0 2227.0 2.82 X 1.00 6280.1 Base Total: 2227.0 4743.5 1 As -Built Total: 2227.0 6280.1 EnergyGauge® 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 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab Raised Base Total: 252.0(p) -31.8 0.0 0.00 -8013.6 0.0 -8013.6 Slab -On -Grade Edge Insulation 0.0 252.0(p As -Built Total: 252.0 -31.90 -8038.8 -8038.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 2161.0 14.31 30923.9 2161.0 14.31 30923.9 Summer Base Points: 41214.8 Summer As -Built Points: 48485.4 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap X Duct X System X Ratio Multiplier Multiplier (DM x DSM x AHU) Credit Multiplier = Cooling Points 41214.8 0.4266 17582.2 48485.4 48485.4 1.000 (1.087 x 1.150 x 1.00) 0.262 1.00 1.250 0.262 0.950 0.950 15103.3 15103.3 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 RFM-60OA-2001 IV WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2161.0 5.86 2279.4 Single, Clear E 1.0 7.0 28.0 9.96 1.01 280.7 Single, Clear SE 1.0 7.0 14.0 8.34 1.01 118.5 Single, Clear NE 1.0 7.0 14.0 12.00 1.00 168.0 Single, Clear N 1.0 5.2 19.0 12.32 1.00 233.5 Single, Clear N 1.0 3.0 12.0 12.32 1.00 147.2 Single, Clear S 15.0 9.0 44.0 7.73 2.17 738.1 Single, Clear W 1.0 6.2 32.0 10.74 1.00 344A Single, Clear W 1.0 9.0 64.0 10.74 1.00 687.0 Single, Clear E 1.0 7.0 39.0 9.96 1.01 391.0 Single, Clear E 6.0 13.0 20.0 9.96 1.05 209.8 Single, Clear E 6.0 15.0 7.0 9.96 1.04 72.7 Single, Clear E 6.0 8.0 4.0 9.96 1.11 44.4 Single, Clear NW 11.0 6.2 16.0 12.23 0.99 193.7 Single, Clear N 10.0 6.2 12.0 12.32 0.99 145.9 Single, Clear N 15.0 8.0 13.0 12.32 0.99 157.9 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear S 1.0 6.2 16.0 7.73 1.01 124.4 Single, Clear S 1.0 5.2 13.0 7.73 1.02 102.2 Single, Clear S 1.0 6.2 16.0 7.73 1.01 124.4 As -Built Total: 399.0 4455.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 242.0 1.80 435.6 Concrete, Int Insul, Exterior 4.2 1755.2 3.26 5722.0 Exterior 1755.2 2.00 3510.4 Frame, Wood, Adjacent 11.0 242.0 1.80 435.6 Base Total: 1997.2 3946.0 As -Built Total: 1997.2 6157.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 72.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2227.0 0.64 1425.3 Under Attic 19.0 2227.0 0.87 X 1.00 1937.5 Base Total: 2227.0 1425.3 1 As -Built Total: 2227.0 1937.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM-60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 252.0(p) -1.9 Raised 0.0 0.00 Base Total: -478.8 0.0 -478.8 Slab -On -Grade Edge Insulation 0.0 252.0(p As -Built Total: 252.0 2.50 630.0 630.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2161.0 -0.28 -605.1 2161.0 -0.28 -605.1 Winter Base Points: 6638.8 Winter As -Built Points: 12647.8 Total Winter X Points System = Heating Multiplier Points Total X Component Cap X Duct X System X Credit Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) = Heating Points 6638.8 0.6274 4165.2 12647.8 12647.8 1.000 (1.078 x 1.160 x 1.00) 0.411 1.00 1.250 0.411 0.950 0.950 6178.4 6178.4 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATNG Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 17582 4165 10256 32003 15103 6178 10495 31776 PASS ?HE ST9T�o� � a (5D WG'&O EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge(D/FIaRES'2001 FLRCSB v3.2 F&M•600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 _ Air barrier on Perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 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. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.7 The higher the score, the more efficient the home. 1. New copstruction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family 1 - SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft=) 2161 ft2 c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 399.0 ftz _ 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: 8.30 _ d. Tint/other SHGC - double pane 0.0 ftz b. N/A _ 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R=0.0, 252.0(p) It _ 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, 1755.2 ftz _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 242.0 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, 2227.0 ft' _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage 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) Sr in this home before final inspection. Otherwise, a new EPL Display Card will be completed 04,tOE �ti based on installed Co ompliant features. ti � }_=.•,;,.•, .� Builder Signature: C Date: y Address of New Home: City/FL Zip: WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may gaalify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 tog COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Proiect Information For: DR. HORTON Notes: MODEL 2162-2163 Design• • Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 47111 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 47111 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2161 2161 20716 20716 0.70 0.40 242 138 Heating Equipment Summary Make TRANE Trade Efficiency 8.0 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1600 cfm Heating air flow factor 0.034 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 34243 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 35013 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 4081 Btuh Total latent equip. load 7673 Btuh Total equipment load 42686 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio BoldRtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.0 EER 32900 Btuh 14100 Btuh 47000 Btuh 1600 cfm 0.047 cfm/Btuh 82 % yy►C►� wnghtsoft Right -Suite R-WenOWa 5.0.64 RSR26016 2002 Feb28 19:34:49 /IC,C,P� E:\FIIestDR HORTON 2002\2163\2163.rsr Page 1 0 IV * RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2162-2163 8.31.01 MANUAL J: /tn td. 1 Name of room Entire House LIVING WIC MSTR. BTH 2 Length of exposed wall 252.0 ft 40.0 ft 7.0 ft 11.0 It 3 Room dimensions 12.0 x 16.0 ft 12.0 x 7.0 ft 13.0 x 11.0 It 4 Ceiings Condit. Opfion 9.6 It heat/cool d 9.4 fti heat/cool 9A ft heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft') Hip I Cig (ft') Mg Gig W) Htg I Clg (ft') Htg Clg 5 Gross a 148 4.6 2.1 2154 - - 376 "" "" 66 "" "" 103 "" "" Exposed b 13C 3.2 1.2 260 •"• "'• 0 •••, «,• 0 '"' •»• 0 '"' walls and c 12C 2.9 1.9 0 "" "" 0 "" "" 0 "" 0 partitions d 0.0 0.0 0 •,•• «., 0 ..« ,.« 0 .... .... 0 e 0.0 0.0 0 .... .... 0 ..,. .,,. 0 ..., .... 0 .... .... f 0.0 0.0 0 .... .«. 0 ..« ,.» 0 .... »., 0 «.. .«. 6 Windows and a 1C 37.0 " 258 9536 - 56 2070 •"' 0 0 "'• 19 702 "•' glass doors b 8C 37.0 '• 108 3992 "" 0 0 "" 0 0 .- 0 0 •"' Heating c 9C 38.7 33 1278 "" 0 0 "'• 0 0 "" 0 0 d 0.0 " 0 0."' 0 0 "" 0 0 "" 0 0 e 0.0 •• 0 0 ,,,• 0 0 •••• 0 0 '••, 0 0 •••• f 0.0 '• 0 0 "" 0 0 •"' 0 0 0 0 "•' 7 Windows and North 22.2 82 "" 1812 13 "" 269 0 "" 0 3 "" 58 glass doors NE/NW 39.4 201 "•' 7919 0 "" 0 0 •"' 0 0 "" 0 Cooling E/W 54.4 14 "" 762 14 "" 762 0 '•" 0 0 "" 0 SE/SW 51.6 99 "" 5099 25 "'• 1188 0 "`• 0 16 "" 766 South 30.4 4 "" 113 4 "" 113 0 "" 0 0 "" 0 Hors 0.0 0 "" 0 0 '•" 0 0 •"• 0 0 "" 0 8 Other doors a 11A 18.9 12.7 18 340 229 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1755 8088 3614 320 1475 659 66 303 135 84 389 174 exposed b 13C 3.2 1.2 242 762 283 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 &0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 01 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2227 3777 4957 192 326 427 84 142 187 143 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 252 6532 0 40 1037 0 7 181 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 6.6 4171 8524 27401 56 11451 368 01 0 0 19 388 125 13 Subtotal loss=6+8..+11+12 - 42829 "" "" 6052 `•" .... 627 "•' •»' 2007 Less external heating ••» 0 »•• •••• 0 "'• «•• 0 •••• «•• 0 •••• Less transfer •»• p «.. .». 0 .«. ..« 0 «« .... 0 ».. 14 Duct loss 10 4283 •"• 10 °/ 605 '•" 10 63 "" 10 % 201 15 Total loss = 13+14 "" 47111 "" "" 6657 "•' •"' 690 '«' "" 2" "'• 16 Int. gains: People @ 300 6 "" 1800 0 - 0 0 - 0 0 - 0 Appl. @ 1200 2 "'• 1800 0 "" 0 0 •••• 0 0 ... 0 17 Subtot RSH gain=7+8..+12+16 "" "" 31130 •"' "" 3787 '•" •"' 322 '•" "" 1441 Less external cooling •«. «« 0 .... .... 0 «« . 0 ..« »« 0 Less transfer •»• '«' 0 "" .'•' 0 »,• •••• 0 "" "" 0 18 Duct gain 10o/ "" 3113 10° "" 379 10°/ •"' 32 100/ ••" 144 19 Total RSH gain=(17+18)'PLF 1.00 '•" 34243 1.00 "" 4165 1.00 •'•' 355 1.00 "`• 1585 201 Air required (cfm) - 1600 1600 '•'• 226 195 "" 231 17 "" 751 74 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w"4� j "tsoflt Right -Suite Residential' 5.0.64 RSR26016 2002-Feb-28 19:34:49 .Z5'. E:\Files\DR HORTON 2002\2163\2163.rsr Page 1 • RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job:2162-2163 8.31.01 J: 7th Ed. 1 Name of room MSTR. BR FAMILY FOY/DIN UTIL. 14MANUAL 2 Length of exposed wall 46.0 ft 10.0 ft 28.0 ft 7.0 ft 3 Room dimensions 13.0 x 18.0 ft 14.0 x 20.0 ft 18.0 x 14.0 ft 7.0 x 12.0 ft Ceiings Condit. Option 9.4 ft heat/cool 9.4 fli heat/cool 11.0 ft 1heattcool 9.4 ft Iheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft') Htg I Clg (W) Htg Cig OF) Htg I CIg (W) Htg I Clg 5 Gross a 14B 4.6 2.1 432 "« "" 94 •'« '•" 264 "" '"• 0 "" Exposed b 13C 3.2 1.2 0 "" "•' 0 •"• "" 44 "" "" 66 "" "" walls and c 12C 2.9 1.9 0 "" '•" 0 "" "" 0 "" "« 0 "" "" partitions d 0.0 0.0 0 •,,, «•• 0 ... •••' 0 "" •••• 0 "" •••, e 0.0 0.0 0 .... ..,. 0 .... ..,. 0 .". ,... 0 .... ..., f 0.0 0.0 0 .... .,.. 0 .... ..,. 0 ,... .... 0 .... ,.., 6 Windows and a 1C 37.0 44 1626 "" 0 0 "" 50 1848 "" 0 0 •"' glass doors b 8C 37.0 44 1626 "" 64 2365 "" 0 0 "" 0 0 Heating c 9C 38.7 0 0 '«' 0 0 "" 20 774 "" 0 0 «" e 0.0 0 0 "" 0 0 "" 0 0 "" 0 0 f 0.0 0 0 «" 0 0 "" 0 0 «" 0 0 "" 7 Windows and North 22.2 4 "" 77 0 "" 0 21 "" 571 0 "" 0 glass doors NE/NW 39.4 76 "" 2994 64 '+�� 2522 0 '��� 0 0 "�+ 0 Cooling E/W 54.4 0 0 0 0 0 0 0« 0 SE/SW 51.6 8 "« 390 0 "" 0 49 "'• 2756 0 "" 0 South 30.4 0 "" 0 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "« 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 18 340 229 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 344 1587 709 30 138 62 194 894 399 0 0 0 exposed b 13C 3.2 1.2 0 0 0 0 0 0 44 139 51 48 151 56 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.7 2.2 234 397 521 280 475 623 316 536 703 84 142 187 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 46 1192 0 10 259 0 28 726 0 7 181 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.41 6.6 88 1799 5781 64 1308 421 70 1431 460 18 3681 118 13 Subtotal loss=6+8..+11+12 «" 8228 "" '«' 4546 '"' "« 6348 «" "" 1183 «" Less external heating •'•' 0 «'• '«' 0 ••'• "'• 0 •'•' "" 0 •"' Less transfer '«• 0 "" '«• 0 '«' "" 0 "" «« 0 14 Duct loss 10°/ 823 "" 10°/ 455 '«' 10 635 "" 10 OA 118 "" 15 Total loss = 13+14 "•' 9050 "" "« 5001 "'• "« 6982 '«' "" 1301 16 Int. gains: People @ 300 1 "" 300 4 "" 1200 1 "'• 300 0 "" 0 Appl. Q 1200 0 "" 0 0 •••• 0 0 •••• 0 1 "" 600 17 Subtot RSH gain=7+8..+12+16 «" «" 5569 "" «" 4827 "" "" 5242 "" «" 1191 Less external cooling •••• ••« 0 ••'• •••• 0 «" "" 0 '••• ••'• 0 Less transfer •«• •••• 0 •••• •••, 0 '"' "" 0 •«• •••• 0 18 Duct gain 10 "" 557 10°/ "" 483 10% '«' 524 10°/ "" 119 19 Total RSH gain=(17+18pPLF 1.00 "" 6126 1.00 '•'• 5310 1.00 75766 1.00 "" 1310 20 Air required (cfm) ""' 307 286 "" 170 248 "" 237 269 '«. 44 61 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C RlghtSuite ResidentialTM 5.0.64 RSR26016 2002-Feb•28 19:34:49 AM E:\FilestDR HORTON 2002\216312163.rsr Page 2 9 0 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 Job:2162-2163 8.31.01 MANUAL J: 7th Ed. 1 Name of room KITCHEN NOOK BTH3 BDRM2 2 Length of exposed wall 0.0 ft 12.0 ft 17.0 ft 27.0 It 3 Room dimensions 11.0 x 15.0 ft 14.0 x 8.0 It 10.0 x 7.0 It 12.0 x 13.0 It 4 Ceiings Condit. Option 9.4 It heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft) Htg I Cig OF) Htg Clg (ft') Htg I Clg (ft') Htg Gg 5 Gross a 14B 4.6 2.1 0 "" "" 113 "" "" 160 "" `"' 254 Exposed b 13C 3.2 1.2 0 "'• 0 •«' "•"• 0 "" '••• 0 «•• •••• walls and c 12C 2.9 1.9 0 "" '"'" 0 "" '•'" 0 "" "" 0 "" "" partitions d 0.0 0.0 0 "" »•' 0 »" •"• 0 "'• •�» 0 e 0.0 0.0 0 •••• ••,• 0 •»• »•• 0 •••• 0 ..+ i.e. f0.0 0.0 0 ,... ..« 0 ,... ,... 0 .... .... 0 ..., «.. 6 Windows and a 1C 37.0 •' 0 0 "" 28 1035 "" 0 0 "" 16 591 glass doors b 8C 37.0 0 0 "" 0 0 "" 0 0 .... 0 0 .... Heating c 9C 38.7 '• 0 0 0 0 13 503 0 0 d 0.0 0 0 "" 0 0 •"' 0 0 "`i 0 0' eie e 0.0 0 0""' 0 0 "" 0 0 "" 0 0 f 0.0 0 0 "•' 0 0 •"' 0 0 "" 0 0 7 Windows and North 22.2 0 "•' 0 28 "•' 571 13 "" 265 0 "" 0 glass doors NE/NW 39.4 0 "" 0 0 '��� 0 0 "'�� 0 16 '��� 630 Cooling E!W 54.4 0 0 0 0 0' 0 0 ' 0 SE/SW 51.6 0 0 0 0 0 0 0'e1i 0 South 30.4 0 "" 0 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 01 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 85 391 175 147 676 302 238 1096 490 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 165 280 367 112 190 249 70 119 156 156 265 347 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 12 311 0 17 441 0 27 700 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Q A eter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 rs 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) t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.41 6.6 01 0 01 28 5721 184 131 266 85 16 3271 105 13 Subtotal bss=6+8..+11+12 '"• 280 ••» '"' 2499 i.» 2005 •»• ••« 2979 »•• Less external heating •••• 0 ,••, «« 0 ..« «.. 0 «.. «.. 0 .... Less transfer • 0 ••« ..» 0 «« «» 0 »•, •••• 0 •••• 14 Duct loss 109 28 '•'• 10°/ 250 •"' 10°/ 200 '•" 10°/ 298 15 Total loss = 13+14 '••' 308 •"' "" 2749 '"" "" 2205 '«` "" 3277 16 Int. gains: People @ 300 0 •"' 0 0 '"" 0 0 ""•' 0 0 "" 0 Appl. @ 1200 1 ""' 1200 0 '""• 0 0 "'" 0 0 "•' 0 17 Subtot RSH gain=7+8..+12+16 "" "" 1567 ""` "" 1179 '«" "" 809 "'" •"' 1572 Less external cooling ,••, •••• 0 «» »» 0 •»• «.. 0 «.. .«. 0 Less transfer »•• •"' 0 "" "» 0 "" ""• 0 •"« "•,• 0 18 Duct gain 10 ""' 157 10% "" 118 10"/ "" 81 10"/ " ' 157 19 Total RSH gain=(17+18)'PLF 1.00 "" 1724 1.00 1297 1.00 890 1.00 •"• 1730 20 Air required (cfm) ""' 10 81 "" 93 61 "" 75 42 ...• 1 1111 81 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wr sghtsoiY Right-SuRe ResiderAial^ 5.0.64 RSR26016 2002-Feb-28 19:34:49 14M E:\Files\DR HORTON 20021216312163.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746 6206 Phone: (407) 831-2665 Job:2162-2163 8.31.01 MANUAL J: 7th Ed. 1 Name of room BORM3 BTH2 BDRM4 2 Length of exposed wall 12.0 It 6.0 ft 29.0 ft 3 Room dimensions 12.0 x 13.0 ft 11.0 x 6.0 It 13.0 x 13.0 ft 4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I CIg (W) Htg I Clg (W) Htg Clg (ft°) Hig I Cig Htg Clg 5 Gross a 14B 4.6 2.1 113 "" "" 56 "" "" 123 '""' "" "" «" Exposed b 13C 3.2 1.2 0 ,••. •••' 0 ,•« "" 150 "'" •"' "" •"• walls and c 12C 2.9 1.9 0 0 0 partitions d 0.0 0.0 0 '•« ,,•• 0 •••• •`•• p •••, •«. «.. .... e 0.0 0.0 0 .... ,,,. 0 .... .... 0 .,« .... .... .... f 0.0 0.0 0 ..,. ,... 0 «,. .... 0 6 Windows and a 1C 37.0 " 16 591 "'" 13 480 "" 16 591 "" glass doors b 8C 37.0 0 0 "" 0 0""' 0 0 "" Heating c 9C 38.7 0 0'"" 0 0 ""' 0 0 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 7 Windows and North 22.2 0 "" 0 0 "" 0 0 "" 0 glass doors NE/NW 39.4 16 "" 630 13 "" 512 16 "" 630 Cooling E/W 54.4 0 "" 0 0 "" 0 0 "" 0 SE/SW 51.6 0""' 0 0 "" 0 0 "" 0 South 30.4 0 "" 0 0 "" 0 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 97 446 199 43 200 89 107 493 220 exposed b 13C 3.2 1.2 0 0 0 0 0 0 150 473 176 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 66 112 147 169 287 376 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 12 311 0 6 156 0 29 752 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 6.6 16 327 1051 13 2661 85 161 327 105 13 Subtotal loss=6+8..+11+12 --- 1940 "" "" 1214 "" "" 2922 Less external heating "" 0 "" «,• 0 ••» »" 0 "`• •••• »" Less transfer •'•' 0 -* "'• 0 "» •»• 0 '••' «" »" 14 Duct loss 10 °/ 194 "" 10 °/ 121 "" 10 OA 292 "« 15 Total loss = 13+14 --- 2134 "" "« 1335 "" "" 3215 16 Int. gains: People @ 300 0 "" 0 0 "" 0 0 "" 0 Appl. Q 1200 0 •»• 0 0 "" 0 0 •••• 0 ••« 17 Subtot RSH gain=7+8..+12+16 "" '«' 1282 «.. .... 834 .». »,. 15M .... »« Less external cooling '••• •••• 0 «•• ,••• 0 "" •», 0 •»• «•• Less transfer '•" '••• 0 •••• •••` 0 ••» •••• 0 "•• ••» 18 Duct gain 10°/ "" 128 10a/ "« 83 10°/ "" 151 ° 19 Total RSH gain=(17+18pPLF 1.00 "" 1410 1.00 '»' 917 1.00 «" 1658 "" 20 Air required (cfm) '- 1 72 66 "" 45 43 - 1091 77 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residerrtial' 5.0.64 RSR26016 2002-Feb-28 19:34:49 A E:tFilestDR HORTON 200212163�2163.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2162-2163 8.31.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2%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 LIVING a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 28.0 2.9 a n w a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 54.4 14.0 0.0 a n s a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 30.4 14.0 10.3 a n se a c n 0 d 1 a n se a c n 0 d 1 a n ne a c n 0 d 1 b n nw a c n 0 d 1 b n ne a c n 0 d 1 a n sw a c n 0 d 1 a n sw a c n 0 n 1 a n sw a c n 0 n 1 c n sw a c n 0 n 1 a n e a c n 0 d 1 a n se a c n 0 d 1 c n se a c n 0 d 1 ILmlfl. MSTR. BTH 1 90 1.0 1.0 1.0 4.2 47.4 19.0 2.9 MSTR. BR 1 90 1.0 1.0 1.0 2.0 47.4 12.0 3.8 1 90 1.0 1.0 1.0 5.2 39.4 32.0 0.0 1 90 1.0 15.0 1.0 8.0 39.4 44.0 0.0 FAMILY 1 90 1.0 1.0 1.0 8.0 39.4 64.0 0.0 FOY/DIN 1 90 1.0 1.0 1.0 6.0 47.4 39.0 4.1 1 90 1.0 6.0 8.0 7.0 76.4 7.0 1.8 1 90 1.0 6.0 6.0 2.0 76.4 4.0 4.0 1 90 1.0 6.0 6.0 7.0 76.4 20.0 10.8 UTIL. KITCHEN NOOK 1 90 1.0 11.0 1.0 5.2 54.4 16.0 16.0 1 90 1.0 10.0 1.0 5.2 47.4 12.0 12.0 BTH3 1 90 1.0 15.0 1.0 7.0 47.4 13.0 13.0 t wrightsoft Right-SuRe Residential- 5.0.64 RSR26016 2002-Feb-28 19:34:49 E:\Files\DR HORTON 2002\2163\2163.rsr Page 1 i BDRM2 rb a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 16.0 0.0 BDRM3 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 16.0 0.0 BTH2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 4.2 39.4 13.0 0.0 BDRM4 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 16.0 0.0 wrightsoft RigMSuite ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 19:34:49 /m E:\Files\DR HORTON 200Z2163\2163.rsr Page 2 3' both duct to roof cnp� ./fan 42x42 A/C SLAB A BY BLDR MIN 2' FROM WALL .AN +A 1 0 r bath duct to roof cop ./fan 4' both duct to roof cop /F--apht NOTE: i.ELEV*A'-1H6—SH ELEV"B'-TH6-SH ARCHED TOP 2. ELE V"9 O "3366-SH ARCHED TOP [.awe -CKNT r ..0 yea eowts r-.• we SQ.FT. CALC.'S 1ST FLOOR 2161 % FT. GARAGE 418 SO' FT. ENTRY 34 SO. FT. C PORO4 154 SO. FT. TOTAL 2767 SO. FT. Must have a nininun clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. Rating N\ztn Z Z U� g Na Q - O Q�� g � S } N CO O_ > N > CD D: LU CD Q . 0 n1 z O ~ W _ o 0 Ce �,D F- Q CU Co > o } w > .. z z o w 3 J_ I--Q D J O O Q EC mELJ(n00 ENGINEERING PACKAGE BUILDER: PROJECT: MODEL/BUILDING: 1,.--- Va I OU S /4a r1ol � / REVISION DATE: alaw IU3- � NEW LOAD: �/01 CARPENTER CONTRACTORS OF AMERICA, INC. rr, 3900 AVENUE G. N.W. L11 WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 of 5D -rWis DebicP � THF- 1q97.6nwcWo .:'8Ji4niPC4 COM WD Iqq4 Gaff FLOPOA f!U1L01tJCt CAWe. WM4 MCC-? CDHFMNTARY 110 "Fm Pj1po.%fELocM f S-WadtuLA.x MOCIAIM 4 DAVID NORRIS ENGINEERING 112 COLMAN RD. MUTER HAVEN, FL 33880 2WI048 r/0,V ,q L 7 X ? 1-1.,qy BE NqlD W1 f'-3) /Zo Olt U'q ,Vq 1LF— .5 W/iV J �J 5�4 O f -'7�i �/�S /yAUER DETAIL- - 14.'r 5. -1-11 :5-1640 -jbFpA1L-j RzZa I# vZi66* TOE pAi t-43 70 IL MX OF 10 ' R1 U-sc SO VmjP pw -T C, t>L = l 5 p6s: PCjt'4.= 'BC... ILL 10 MP -TCyMt. C~l__,L. WEB(3��AC.1_, SUt3S'1'1'l'UFI'ION TUIS OF"I'AII, IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CI.B) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB T-BRACING: HRAc:ING METHOD IS DESIRED. APPLY TO EITHER SIDE OF WEB NARROW FACE 'r - HIiA(:F: ATI'ACII WITII IBd NAILS AT 8" O.C. NOT-:.i HRACL IS A MINIMUM (1O% OF WLH MLMHER LENGTH THIS DE.T4IL IN ONLY APPLICABLE FOR CHANGING THE SPECIFIED "A (1.11 SIIOWN ON SINGLE PLY SEALED DESIGNS 'PO T--BRACING OR SCAB IlUACING. AIL-ERNA'l'm BRACING SPECIFIED IN CIIART BELOW MAY BE CONSERVATIVE. FOR MINIMUM AIlLeRNATIVE BRACING, RE-RIJN DESIGN WITH APPROPRIATE HUMAN(. WF'H MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2XIi I ROW 2X4 1-2X6 2Xt1 2 ROWS 2X8 2-2X4(*) 2XII 1 ROW 2X6 1-2X8 2XII 2 ROWS 2X6 2-2X6(*) I'- BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR 1191111ER 'TITAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (4) CKISITER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACII FACE OF WEB. --WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, AND BRACING, REFER TO 1011-91 MANDLING INSTALLING AND BR ATE INSTITUTE, 503 D•IWIBRIIt DR. SUITE 200, HADISON. WI R1119 In PCT(fURHING flIE:SC FIDICTIIINS. UNLESS OTHERWISE II •RfIPERLY AITACIEO SfRl1ClURAL. PAIELS AND BOTTOM CHIKO $I EILNIG. r„NWfR1ANTtlr FURNISH a COPY OF THIS DESIGN ID ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPEMISIBLE IiESIGNi ANY FAILURE TO BUILD THE TRUSSES IH CONFORMANCE f • ARMING. SHIPPING, INSTALLING AND BRACING OF TRUSSES, D ROVISNINS IV NOS (NATIONAL DESIGN SPECIFICATION PANT ISiF �APCR ASSOCIATION) AND IPI. AIPINE CONNECIIMS ARE HARE ITT XCFPI AS IIOILD- APPLY LI INICIOIIS 10 EACU FACE TF TRUS i 111S RESIGN. POSITION CONNECIIIRS Pt:R DRAWINGS 160 A-i. fill ACCEPIANCE (W PR(1Ef-11HINA1 1'ftl:le.,LfP1uC. Pf'CPf "Qll, c,,, SCAB BRACING: APPLY SCABS) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. A'I"I'ACII WITH 10d NAILS AT 6- O.C. SCAll BRACE' IS A MINIMUM 110% OF' WEII MEMBER LENGTH 1 THIS DRAWING REPLACES DRAWING 579,640 IANDLING. S111PPING. INSTALLING :ING). PL1Rl-IS1E0 BY IPI (TRUSS TC 1.1. PSI_ Ia.f CIA SUI3S'I'. 1719) FOR SAFETY PRACIICLS P --------- IICAILU, fib' OBBSD MIMt HAVE tL.L IIAVE A PROPERLY AI IACHf D RIGID � A 1 L III. f�Sf -/ DA I F- _ (-6) 25199 LIE INSTALLATION CANIRACIOR FOR ANY DEVIATION FROM 1111S *1 AID -�": BC DI_ PSI- —_--_-. IIRvc 13RUBSUH0699 ITT TPli OR FABRICAIOIG, SIGH CONFORMS VITA APPLICABLE ;)k R BC I.I. PSF - '"-- LING M1.1I/KAIZ BY IIE AMERICAN NIREST AND e",A ASIN A653 46140 GAI V. SIITI. AND, NIkE IXAIIXf SEAI r" IIIIS UAVIN611111CAiES ' STATE OF f �c�'b`TQIVIAroI. 1111.I.Il. I'Sf - . - - .. FII lid: TRUSS UrkPTX(ENI 'OR D_l: ff AC. .._ _._.__...... ... __. -. . ANY PARIICtA.AR Stilt.Olti& I 1-1995 s L1 If SPACING ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a lx4 #3 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. 1 V Walter P. Finn, P.E. Senior Chief Engineer 08/25/1998 10:53 19412943329 CCA FILRM PAGE 92 OaVld.'Norris Engineedn • :g.. , En ' inegiring and Drafting Services ' 112.04aWas Road. Maw Hawn, FL 33880 ' Phu= (941)'299-2049 `-' TO A'8QM•'IT' �ONC • This' i. tiij is Uteaded to address the issue of def jiedtidn in - .roof trusses;: ,Bs. a unavoidable fast of physics;. roof ,'trusses 'are ailo4id'. to asf] eat up to a sFecified amount, whilO 'still iaee�t.ng: deflection • cr.tetia requirements. 'Although ,many.'•factors contribute to the amount of deflection ' s}' a speoific:.ress design, the 'difference in deflection• amqunts• .,Of trusses iftaiciagr'different .desimi conditions :may p6se. an �•, �, r aest6a#c'pi'ohle ' in the - ceiling and/or roof plane.' • ons ' p'rocedure that may minimize the appearance o.f ' notile ceab deflection .dLfferePce would be the installation of• .1 /2"' i .16 "­ b:J AP . CDX or OSB strop backs sta err ''throe hout •g11.•' A '•4 ) g 94 � 3. tha A RA'`Of`',M_ c�arri, prior to applying any dead load,:; The plymood'st obc�hacka•should be nailed to each truss with-(9). _ 1 Dd ;nails stacked throughout tho 16" . height of the stc�nghacic'. I11 lod,'troabacks, 2 x 82 Southern p#ne '..i_cu y st cngbacks may Sae ised or 2 x B 03 S.P. with no -knots or is►perriaot oas'. is that bottom surfaow.. The 2 x 8 &trongisackz :shou3.d: be' nailed .to'. each truss with (3) 16d nails 'into 'eadh ;Either chq� cm Af, .ntroitgbaaoka should tics the true ees . tog6t"r `and''•pi;ovide. a more bni.form deflection in the area.: of: tr'ansition:' The 'stron'gback bracing niaterial is in addition* tQ 'any- permanent bssilcl :ng bs*escisag„apegi'fIed by building deaigncs .and%or truss . .' mai tifaeturers . and, -will not • adversely of fact the performances or Ll ,z'cicYr `L il�ats5• ltY arty way. , `. If' you 2iave Aiiy. questions, plea*e feel iraG Lu u6uLnuL'. B6 . k,6haiiar.: at. Carpenter Contractors of America, Inc. .( 813 } 294 IS zy ING... CC Vol gQ 'David> .' Ngrris, : P.. . '• L' (A ;, . .FL: :� ' 321.6.E ' . • �• �• , R-95% 19412943329 08-25-98 11tOIAM P0012 #04 This Is A Dangerous Condition /-- 5huthkp ' 'r0 PRL•'VL:Nr 'rilIS FAILURE, ANCHOR corrWF«610rt verbs OR RESTRAIN TH E balwe and alto bucklirq. LATERAL. BRACING[ cunilnuout lateral blaclose USE METHOD SHOWN AT maintains spacln& but Q (9 & ©, OR ANOTHER permits lateral bucklirp STRUCTURALLY SOUND of all wabmambas at METHOD SPECIFIED BY the; tame alma. PROFESSIONAL. ENGINEER — seerinp Nor stusses OR ARCHITECT. 2 ANCHORAGE BY BUILDING DESIGNER (Other anchorage provisions for other types of walls). ,--- awei1dnl O O C= l= O t= O O O C3 C= O O C7 r G Cm cm I �ALPIN o 1� O C3 o TRUSS t� 0 1= o o C=) Anchasgs lby bulblkto rfasiarterI fills sand and waif—/ert/alst► lateral lrackp. ttulstly pssysniktil wets fluc"Ine. Continuous lateral boasting. canpression web G11111i ANCllORA(X OR RESTRAINT OF LATERAL BRACIW; Tite drawing below shows how to restrain the CLE1 Om ) needed in trusses (drwg. shows EXAMPLE TRUSSES as SCISSORS STYLE) when the adjacent trusties have a different configuration (FINK shown here.) The Lateral Brace restraining members are 2x4la the ends of which are attached to TOP & 11OrrOH chords. The diagonal brace may be attached to the CLB or the web opposite the CU. Use the same nailing shown in 3A. Alpine standard dewing 117 shows various types of anchorage of restraints for continuous tat" bracing. Among theta is a case where the web lateral bracatg is ambored by a diagonal brace at 45 degree holes a horizontal plane. A 5 degree deviation Is structurally acceptable. if the deviadea is greater than 5 degrees. a wond diagonal brace shall be provided such as a make an "x'. The CLB as well p R as both ends of (his diagonal brace shall be anchored with 2- 16d coatruoa nails. 3A D a R TRUSSES TRUSSES DIAGONAL BRACE: RESTRAINT (SCISSO WITHIN TIIE UNIT (3A & 311) STYLE) %4 1.agoaat trace say' traverse more than 1 trussed, depanding on truss height. N X I MPORTANTiiWLPI(E ENGINEERED PRGDUGTa. lWC SHALL 1101 OE AFSPOISIBLE FOR ANY DEVIATION FROM THIS DESIGN OR 11ESE SPECIFICATIONS, OR A14Y FAILURE TO BUILD THE I111106% IN COIFORHANCE WITH 06766 MY 1P1 ALPIHC COrWECF0115 ARE MADE GF 206A GALV. STEEL NEETIIO ASIR A446 CA a EXCEPT AS NOTED. APPLY CON1,1600115 TO EACH FACE Of TRIES &UD UIIESS OTHERWISE LOCATED Ors likes DESIGN. POSITION CpaECIORi PER DRAWINGS 930. 150 & IGOA-F. DESIGN STAHDAP45 C010`01114 W/APPLICADLE PROVISIOtd OF 1403 & TPI. AN EHOINEER'S SEAL al 11114 DRAWING APPLIES TO HIE COHP01E111 DEPICTED IERE 111 OILY. ARD GALL ION X PELItO UPg1 11t AW 011CR WAV. --IPI - ISMS PLATE ONs11TU1E. 105 - 1001 NAFIORAt_ OE' S1lasthbty cowiYreselon web-6101 or Vertical, at Meth needt"g bracing. co lllrwuus Iwlssal tree• 2rs 1] or it4d scar Alayo" brace nailed to opposite side of web prey lateral movrnatt and she tsa sopea(ed at sipwoalml 20 loot Intesysas.-- let t►ch with 12)-164 at each and to chat and to soda of web oontlnulsus lateral WARN I NI Hu55Ls 1Eaa1HE EripEHE CAN" IH lalm 111G. EC*C1 lou A11D eRACUG. set Ilse-01 UY IPI. SEE THIS DESIGN FOR AWIIIa11AL SPECIAL PEaNANEHT BRACING RE 011sREwins. uaess aromwise I1101CA190. TOP CHORD S11ALL BE LASERALLY e14AU0 Wit PAUP IT LY AITACHED PLTNOOD S/EAlI1HG. MOTION CHORD WITH PH"It.Y AIIAGLD RIG10 CEILIIAG -- BEE ALPI1E IEGXIIC►L HPIIAIE Il/1/911 fOR PROPER ORYWAt.I AI'fLICA11011. f1W1111111 A COPY OF TIIIS 0051GH la 11a 11UG!i IILC11191 COI1111ACHA. DATE 10/06/94 DRW 137 L Fl--ENG WLB- PAGE 26 111I3 DRAWING SPECIFTF.S REVAIRS FUR A TRUSS Willi CRACKF.O VERTICAL & DIAGONAL WEDS. (141) WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS OF 2X4 SIZE AND #3 SO. PINE GRADE. IN ADDITION. A MAXIMUM OF I CRACK PER WEB AND 2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. (B) = DAMAGED AREA, 0" MIN. to 12" MAX. LEI4GTH OF CRACK IN WEB. (S) = (2)-2X4 SO. PINE 03 SCABS. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 68" + LENGTH OF DAMAGED AREA (8). MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA or 2. 80% OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4" O.C. STAGGERED. REFER TO NAIL- SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. (10d NAILS: DOUBLE ROW, STAGGERE01 + - BACK FACE U.c. -I 0 - FRONT FACE i TPlca +i 3 �j .1 O + O + O + O jo vz• 1:4 o + O + O + O + --- ,- �• G.O. -i NAIL SPACING DETAIL (RI) 11/5/97 ABE ------------------------- U O (=1 l=3 �� O t7 O C 3 I� 1=3 E-.-:) O l=3 = L_] L=} L7 L7 ALPINE l� O O F-I C� TRUSS " G _ C� L— l�y t� ifK IMPORTANT)EB'LPHE EIIOINEETEPROOUCis. IM WALL ALL. 1IT1 BE fESPOHSIBLE FOR Aid OEYIATIDU FRO! IRIS DESIGN OR THESE SPECIFICATfOtS. OR ANY FAILURE TO BUILD IIE TRUSS III CCIFOr#WJCF THIN OS188 BY IN ALPIIE CaSECfORS ARE MADE OF 206A GALY. STEEL IEETHIG ASIA A446 GR B EXCEPT AS IIOIEO. APPLY CONECIlls TO EACH FACE OF TRUSS A1IT UFIESS 011ERNISE LOCATED Oil THIS DESIGK POSITION CONECIOLLS PER 13AAWIIIGS 130• 130 G ISOA-F. OESIGU STAIIOAROS COFOPN N/APPLICABLE (MIOYI51019 of IIOS G TPt, All EIIGIHEER'S SEAL ON THIS OAA9116 APPLIES i0 111E COIWIYIENI DEPICTED HERE IN OILY, 40 SHALL tGI BE RELIED UPON III Ntt OTHER NAY. WARNING`u s AEcul/E EXTREME CARE ID U HLIWIIT. ERECTIOLI AIIO BRACNIT. SEE ILLS-91 DY TPI.. SEE [HIS DESIGN FOR A10I11011AL SPECIAL 94MUCII BRAC.IHE LE OUILFl1EHTs, UtLESs UFMAIIISE IITICATEO. TOP OXNLO SULL BE LATERALLY BRACED 11110 PROPERtl' LY AIIAOED PLYN000 SIEAIHINII. Doll gTOb NITH PROPETL.Y ATIACKU RIGID CEILIIYI -- SEE ALP HE iECI►IICAL. L'PoATE 47/1/911 FOR PROPEP LARNALL APPLICAMUN. PUFIM)Stf A COPY OF THIS GESIGIN TO THE MISS ERECTI01 MIRACTOR. - - pR ,fIF `• ail/ 1/(1�� `V �` STATEOF JO -`f:„'•„yt?\ �%`- --- CrNAI -- - TC LL — PSF TC DL — PSF BC DL - PSF _ BC LL � - PSF TOT.LD. PSF CRACKED WEB DETAI DATE 09/02/94 _ PAW FIC25094073 /� f� FL-ENG QL L-/ DUR.FAC. SPACING 24 -A" A--1PI - TRUSS PLATE 116TTTUIE. TITS - 1991 UATIOUL DESIGN SPECIFICA71 I F Ca+ MUcTION PAGE 50 fOR LOADING, PLATES AND OTHER DATA NOT SHOWN HERE, SEE ALPINE DESIGN DRAWING USED IN CONJUNCTION WITH THIS DETAIL. NOTE: DETAIL FOR BEARING NOT LOCATED DIRECTLY UNDER VERTICAL WEB. (NOTE: THIS DETAIL APPLICABLE FOR LOAD BEARING SUPPORTS ONLY. DISTANCE REQUIREMENTS SHOWN DO NOT APPLY TO NON LOAD BEARING SUPPORTS. `NOTE: THIS DETAIL DOES NOT IMPLY THAT ALL LOAD"'1BEARIN4 SUPPORTS REQUIRE A VERTICAL WEB FOR LOAD TRANSFER. REFER TO THE TRUSS ENGINEERING SHEET FOR ALL SPECIFIC DESIGN INFORMATION. CENTER LINE OF VERTICAL WEB. I NOTE: DISTANCE "A" MUST NOT EXCEED THE DEPTH OF THE BOTTOM.CHORD. PLT TYP. TPI-95 Design Criteria: TPI STD A�VAwrIwiAA Tars [f l[arlr [ttt[N[ All[ r /Art CaTI/I, NAiatllt. fN1/►1s6. IrSTULING us rttClr6. t[FEt 1/ ra•lN plAet3I6 IISIAtIISO All 1IACIIrI, wNtls111a 1T I/t (14M ►tali II$IItIit. Sol /'ara►t16 aL , fait[ I.S. Kulsov. r1 13il). ISO Will ItACTICIf ►flat fa /CIFatN116 1NESS FrOCl toot. rNlss alMltrl0 tUICAIII. Ea► Clato SNuI NANt Ita/EttY AilACrtO s11t1ClrlAt PAIRS. "TIaN Gar SNAit NAIL A /40IE41T ATIACMEa tlila CEILING. ••IW"TA/TA• Frt11S1 A COPY OF III% DIS162 la IMF IOSIU441`1/1 CONISAClaA. Al►IlE 1I41011196 raaMYCIs. loc. Sratt let 19 itw"sNtE Fat AIT 61TIA119/ FAON 1911 MI M; ANY FAUNAL to allla THE TAossts IN CONFIANAIC[ rill IFIS IS FAIMAIING, 56104114. SNIPPIri. {ISIAllI1i A11 ALPINE MACIr6 1F IArfSIf. Ills Itslit "Atolls rill A►/IICASLF ►Aa1IS10af OF 1as INAIIIIAL 496161 S/CCIFICAIISI /WLISNCI a1 lit ANtl1CAI Fattfl Ara ►alto ASSOCIAllat) All III. WINE COSICC'846 All NAZI of 866A ASIN A611 6A4l 6AtI. SIE[t. ESCIPI aS III($. APPLY COINICIUS IS CACI FACE OF TINSS. All 1ot[Ss OINEIaISE IOCAIIt at 1115 0ESl6I. F051,10M CaMNECIOAS tEA $AAMI146 lal A.I. III SEAL as 111% 114116 IIIICAlts Acclf wct " ►AAFESSIONAL Er61MeuIMi Alpine f=ariurcmd PtoJucU, [no. AESFArst1It11Y SOL " Fat 141 ISO ns CON//t1r1 1191141 S"VI. fall sallatilllY AND 1S1 al Iris IlaNwsl'u , F1. I1Nti t,,ari41 ISO AMY ►AIIIEMIAa a/1111M6 IS lot 11SMASlrlilf� w fill rrllaIM4 oc "Gall. Fit Y ANSI/111 I loot Alcllat F ulr:lb �1wF R �. STATE OF fTOM CHORD DEPTH 0 REF R081--0 DATE 04/17/00 D RW HCUSROSI 00108236 HC-ENG /S8 SEON - 18603 _Y. ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 December 3, 1997 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Dave, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacings for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED TN DESIGN 2" O.C. 3 4 8 9 10 11 12 13 14 15 16 Please note that 2-ply girders need to be nailed from one face only. SPACING OF 0.128" X 3.0" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 10.8 11.7 12.5 13.3 Note: The nail spacing of 4" o.c. for web bracing to be the same for 16d common nails and for 0.128" x 3.0" pneumatic nails. Sincerely, ALPINE INEERED PRODUCTS, INC. W ter . Fmn, P.E. Senior Chief Engineer SrAR 1111I=-RIIAI-II: miff 55 PSF @ 1.33 OUR.FAC. OR 50 PSF @ 1.25 OUR.FAC. 47 PSF @ 1.33 171011.FAC. OR 37 PSF @ 1.25 Ot1R.FAC. 2X't IIAXImHI OVERt1AT(G LENGTH 2XG HRXltltltl OVERIIRIIG LENGTH 2X4 t1AX11ltfll OVERIIIIIIG I-EII(;Tll 2xti IIRXIIHIII AVERIM1141- I.EIIGIIt GRROE 2 PSF 10 PSF C,RROE 2 PSF 10 PSF CRIME 2 PSF 10 PSF SOFFIT GRROE 2 PSF SOFFIT 10 PSF SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT SOFFIT N2 fl 2-0-v` 2-0-0 Y2 If Y2 it 2-0-G 2-0-(aY2 11 N2 2-d-O 2-0-0 Y2 2••'►-J 2-u-•u N2 2-0-0 2-0--1: 62 Y2 Dfl 2-G•p 2-0.0 Y2 Otl 2`G••O L)-0-0 02 OIf 2-v-C 2-0`•J 112 fill 0 YI 11 2-0-c+ 2-0 -a. YI 11 Z-v'C 2-O YI If Z-J-t) 2-0••J YI 11 2-40-0 2-O`er NI 2-O 2-0. J NI Z-�7-�+ S2.iJ v NI 2 Li 2.0--u 01 YI Il11 2•l: .') 2•J^';� -ZT -0-.. NI Oil 2.�..p Q-J•a YI Otl `_L7.v ` 0-o RI 011 41-1 2`v'� --- --- ` — H. ss Z-:I-.� Z U :, I1. ss Z-�-o 2-O-c It. SS 2-0-� 2 3-:: it. ss 2.u_, 2•il Ss ,_J..J 2 v..J SS SS 2-u D '2•0-0 ,_ Ss Oil SS 2.0-0 '2-0,1 2 c-� 2-v..�; ss (ttt sS ON SS �-v' 2_;y d Off 2 J' J il•-u ----------- ----- THIS SCAB OVERHANG DETAIL MAY BE USED IN CONJUNCTION WITH ALPINE STANDARD DESIGNS IN COMPLIANCE WITH THE FOLLOWING BUILDING CODES: ASCE 1.43 AND 58CCI FOR MAX. OF 110 MPH WIND SPEED, 30 FT. MEAN ROOF HEIGHT, WIND MIN. TC DEAD - 5.0 PSF AND BC DEAD LOAD - 5.0 PSF, SEE APPROPRIATE ALPINE DESIGNS FOR LOADING, BLDG. CODE, WIND SPEED, UPLIFT, LUMBER, PLATES AND OTHER DATA NOT SHOWN HERE. NOTE: 200/ ADDITIONAL UPLIFT CONNECTION TO BE ADDED TO THE UPLIFT SPECIFIED ON THE APPROPRIATE ALPINE DESIGN. I ADD SCAB TO ONE FACE OF TOP CHORD WITH 160 (0.128'x3.0') GUN NAILS AT 2.0" O.C. STAGGERED. SCAB OVERHANG SIZE TO MATCH THE TOP CHORD SIZE, AND MUST BE OF SOUTHERN PINE THE GRADE BEING EQUAL TO OR BETTER THAN SPECIFIED ON THE ALPINE DESIGN. 12 SCAB I_E1.1011 2 TO 12 f�I ( 2 1-) EJ OVEr.HAlIG l_E1-4GTli(2�-01 MAX. 11D)I ■rWARNTN6r■ TRUSSES HEULiIHt:. txiHCit LAM In - i� og O C= i= ANO BRACING. REFER TO HIB-91 OtANOLING INSIALLING AND BAACINGI. I'UBLISIIEO BY TPI ((TRUSS AESICII CRIr: T f �I REF IZM q C q q[EstGN: ATE INSTITUTE. 683 D'ONOFRID DR. SU[1E 200. MADISON. WI. 53/191 FOA SAFETY PRACTICES IDA 10 PERFORMING THESE FUNCT[ON�. UNLESS 011ERNISE I110ICATEQ TOP CHORD SHALL HAVE [� P. W I-Ig o q OPERLY ATTACIEO STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID �1i��y'S1F "� IC LL nf1rE 1 2 ' [ L� pILING. ■rINPORTANTra FURMISH A COPY OF IIRS DESIGN TO TIIE INSTALLATIOM CONTRACTOR. l y PINE ENGINEEREO PAOOUCTS INC. SlIALL NOT BE RLSP014SIBLE FUA ANY DEVIATION FROM TiolS *: NG �* TC (IL Ylkllfi I I D I D [�g q q ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE Willi 1P1• OR FA6ATCAT[MG i �� p NOLItfG SHIPPING• INSTALLING AND BRACING OF TIfU5SES. AE51611 CONFORMS WITH APkICABLE �I; OC fit. Q•C]P=F II(�EIIC, VALP IN Vlfi[O1fS OF NOS (NATIONAL OE8TTGr1 SPECIFICATION PUGt TSiiED Br TffE AMERICAN FOREST ANDq QPEA ASSOCIA��T��IO��NI AND TPII...AALPIME CONNECTORS ARE MADE OF 20GA ASTR A663 GRAD GALV. STEEL �' IDT.I.O. SE:t AaOvEC1 T�U�S /� C`tPOElg(BNOTPD>.��IA{PPPLY CN,cTCOA9RPER JACCyH FACEBO ATAAt15TiiAE6EiLgryESTiT61�tRtAw[I L ICaTEI a i%o-Ftw-rl ��I L3 i= CEPTANCE bF PANESSIONAL ENOINEERINB RESPONSIOIi.TTY SOLELY FOR VE IiMiS5 COMPONENI /ANALOtIR.FitG.ui L=4 f—' o ca ofiTDy B110 N. THE SUITAO T ANO UGS OF TN 8 Cf1MPOaENT FOA ANY PARt CI11.AR ILD111G SP11CIfif, 2'f.O" TYPE SCRR H.fl. UEIA11. t►�E REi WITillux Waw- - --- DI8fi0EStfIfJ R PE_fl SNSILl f 1-1 "j I rrlH�uu i ON4, G��aa -- PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS IIIOICATED UPLIFT 155 PLF ORG.LOC (FT): OVER CONTINUOUS SUPPORT UPLIFT BRSED 014 10 PSF TOTAL OEAD LOAO. (SBC) 111N1) SPEED a 110 MPH. MEAN HEIGHT a UP TO 30 T. ENCLOSED. (RI) FOR VERTICAL LESS THAN 4'0": 1.5X3 ALPINE, 13 HOOOLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 UOOOLOC, * SPLICE, PEAK JOINT, RHO HEEL JOINT PLATES TO MATCH COMMON TRUSS. ALL CHORD GRADES TO MATCH COMMON TRUSS. GABLE EiID II I LL SUPPORT THE LOAO FROM '1' 6" OUTLOOKERS III TII 2'0' OVERHANG (DROPPED HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG, ( NOMINAL IIEEL GABLE). H0R120NTAL IIINO LOADS MUST BE TRANSFEREO INTO THE ROOF AND CEILING 01APIIRAGMS. CONNECTION RHO DESIGN OF THESE SYSTE115 ARE 1HE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR HALL DESIGN, CEILING AND ROOF SHEATHING OIAPHRAGM CONNECTIONS, RIIO ALL TRUSS TO IIALL CONNECTIONS. DvtauAl� +c utAli 1fICLUOfS 1NUSSES Al._Zs_�•�a�l fASCIA ' L_ __ • 7/IG' MINIMUM APA RAIEO SHEATI T/+"I(IN) I- —� INSTALIED Willi LONG LADDER NI TN _ DIMENSION STEPS P 2/' O.C. PERPENDICULAR TO k HAY..— CHORDS suPPOR15. 2X4 OR GREATER W/LADDER B2 \�J T 2X4 IIEBS -- REFER TO GRADE, SPACING, !✓ -} RHO BRAC I IIG I IIFORIIAT I QII END AL.T .-lefl1.F.�lleP�� ZONES rtMA I�'llcrNlkA ox STUQ SPACING / []RACING 2XII ' - ( I ) 2X4 ( 2) 2X'I ( I ) 2X6 ( 2) 2X6 SO. PIHE OEFLEC- ND "I" wL„. " L " "L" It TION BRACE BRACE BRACE BRACE BRACE STUD CRITERIA (A) (B) (C) (0) fiP�iTl� L/240 3' 10" 7' 7" 9' 6" 12, 31, 2/! N L/ 120 1' S" 7' 7" t 0' 3" 12' 3" 111161 L/2'10 4''1" 9, 2„ " t0' It" IGil L/ 120 5' 6" 9131, 12' 8" lilies I'l• 0" NOTE : L/2'I0 A STANORRO BUILDING CODE REOUIREMENT FOR BRITTLE FINISH (STUCCO). L/120 A STANDARD 811ILD111C CODE REQUIREMENT FOR FLEXIBLE FINISH (SIDIIIG). (A) (1) 2X4 13 SO. PINE "L" BRACE. ATTACH MITI; 0.128" DIAMETER X 3" NAILS 2" O.C. IN END ZONES; 'I" D.C. BETIIEEII Z0NES. (8) ( 2 ) 2XII 113 SO. PINE "L" BRACES. AT TACIT EACH II 1 I'll 0. 128" OIAMETER X 3" NAILS 3" O.C. IN Et10 ZONES; 6" O.C. BETIIEEN ZONES. (C) (1) 2X6 12 N SO. PINE "L" GRACE. ATTACH IllTll 0.128" DIAMETER X 3" NAILS 2" O.C. IN ENO ZONES; 'I" O.C. BETIIEEII ZONES. (H) (2) 2X6 12 N SIT. PINE "1-" GRACES. ATTACH EACH IIIT11 0.126" DIMMER X 3" NAILS 3" 0.r.. III ENO ZONES, 6" O.C. BETIIEEII ZONES. n u— u CONTINUOUS R3 BEARING 1 P1 T TYP - ALPINE NE «* I MPORTANT *,1AL/INE INCINiuf4 r400ucu. u1c' WARN I N 1.1.11 .t+uut GMolnc cA.s 0 0 [= 0 t= C twat] "at 11 assr"flsts (as As! Iw U-104. CSC4110w 0wo Q 0 Q O /Iv1a1l0N IAON Inl/ 1tI1GN as INE/t I►ECIIICAfIGU. OA ANT 4tACING. off 1111-/1 1T Vol. 1i1 INN MINIM 'CEP P F [= C= O C= (Altus[ g4 wits TIN lauls Is ce"(04""CC NIIw Was eT Ifl. 14N 44411141.11. /ecCIAL f4AnAM6MI I4AGIN4 AL y1P'f�yp11FI (_ ,--1 CI C= At fist C0N.1cl1a4 AAE IIAOt M FICA CAM Visit Militia Alin 4vlaiaings. -Miff OI"10NI4E 11M11CA1f4. IW ��e M0, C-1 p O O 41%6 CA / /accel at "OTCO. MILL COwNCGf441 10 CAW fact Of C"010 WALL It LAICAALLT a411Ce4 sign fa0fta R /Ili .� t= fILP I NE l= UWI AM WA.111 OI9E111119 LICAT/l ON INIA OCI10w. 0O61110H Lt AIIAC4114 PLYN10I INIAINIuG. $01104 N101/ 9l cU ccialf ft4 04AOIw0/ 114. 1a4 1 44144. OEIIOM 11A"OAA01 WIN ftWC4LT t11ACN14 AIG10 CEILING •- 1Ii t= C� 0' STATE OF .+ CMIfeAa N/NfL:C4" I PSOV111eM4 4f NO$ ► If1. AM /MCINi1A'4 ALf INi It G"MICAL W4AIC 11/1/111 fan fa0fil y '� MUSS 0 11AL M CHI/ 41AM1NG Mftl1i l4 IIAI COnf0"IMI Igf IGIta N14C 44TIALL MfLIGA110N. I11A111111 4 COfV W 1III/ tp1, �C.►�RI O In OKV, the (MALL Vol eI Attica was IN AM Gould PAT. O111GM TO INi Isu11 I49CIIOn COnIAACIOA, (—J C_.1 CI O O f7 ...TIT - TAUI4 FLAT; IHIf ITUTI. 11119 I 1161 IIAIIONAL O9910H 4►ICIf ICAT1011 ►0 it3 RFV Rz AP REv 12J2y,/96 RI Revise) AP 11/17/95 NOT TO SCRIE COnB11ATIONS/ICAAVl1Y)' 66 PSF 1.25 DArE 011/17/95 nRU GE-002 FL-EIIG I-INM JOB: WXCLGxx NOTE:- SEE APPROPRIATE At_PINE DRAWING FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN MERE. x GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES, SEE CHART FOR SPACING OF GABLE STUDS. (44) xx 2X4 SO. PINE 03 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL xx GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOENAILED TO GABLE STUD WITH 100 NAILS AT 4" O.C. PLUS A CLUSTER OF 160 TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. + PLATE AS REODUIREO ON APPROIATE ALPINE DRAWING. PLYWOOD SHEATHING TRUSS HAS BEEN DESIGNED FOR 110 MPH WINO SPEED, ENCLOSED BUILDING,. 30.0' MAXIMUM MEAN HEIGHT, STANDARD BUILDING CODE. SIDE 2X4 Alpine, or 24 WoodloC, VIEW or 3X6 Trulox TYPICAL (++) ALTERNATE LOADING: ** TC LL 20.0 PSF TC OL 20.0 PSF ** + - BC OL 10.0 PSF TOT.LO 50.0 PSF ** BUR. FAC. 1.25 SPACING 24.0" ** VARIES N ++ TRULOX NAILS: 0.1205"X1.375" TRULOX NAILS OR EQUAL. (4)- GABLE STUD SPACING NAILS PER MEMBER ARE REQUIRED ON EACH FACE OF EACH PLY. SEE Z'1•o.t. MAX. SEE ABOVE � DRWG.142 FOR TRULOX INFORMATION. ---- SPAN REQUIRED OF GABLE ---- _ X (STUD MUST BE ATTACHED TO TOP AND DOT CHORDS ONLY) _ = GABLE STUD SPACING HAXIMUM LENGTH = = 2X4 SO. PINE #3 24" O.C. 3'-11' _ = 2X4 SO. PINE #3 16" O.C. 4'-5" _ 2X4 SO. PINE #3 12" O.C. 4'-10' _ a aaaasacaasc�aaaaasaaaaccasaa=mccssacascsaccsaca=acccccaaac -- -------------------------------------------------------- = xx (STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL) _ "T" BRACE REQUIRED SPACING MAXIMUM LENGTH - = 2X4 SO. PINE 03 24" O.C. 5'11" a = 2X4 SO. PINE #3 16" O.C. 7'3" a B'-0" - = 2X4 = 2X6 SO. SO. PINE PINE N3 #2N 12" 24" O.C. O.C. f0'-3" - a 2X6 SO. PINE #2N 16" O.C. 11'-B" _ 12'-10" _ = 2X6 =ac a mmca= SO. aNac as PINE a csas 02N a asa as aaa 12" a s n O.C. aaa=c ssa ca CEILING AM 2 ( I-F ) lx3 AL�PIINNEE 1jITE OR 13 WOODLOC PLATES MAY RE USED FOR * STUDS 3'0" - TYPE ALPINE TP FURNISH A CO Y OF THIS DESIGN TO ERECTIO ALN•fNE ENGINEERED PNYNAHCTS, INC. 'IN AECUTAE E[TtEK CmX 0 o r= o a 1= iE I MPORT ANT * * SHALL NOT DE RESMWSIDLE FOR ANY WARNING 3N "AAA)LING, EAECTIOH me p C= _ C= [.3 DEVIATION FROM IKSE 6VECIFICAIIDN6 W A14Y DEYIATIOU f OHYCIN6.EFE 1419-9leuclw bvw lnwsEc 0 f= O C=3 THIS DE61614 OR ANY F►ILONE TO GOILO THE VIEW IM COW43964ANCE COMMENTARY AND 6EC{1*Ef/0AT10E-"TPlI. SEE C=1 f= C= I= WITH THE -ODALI IV 61AMDA{D OSTDO' BY TPI. ALPINE COMA:CTOR6 THIS OE61GN FOR AQI111ONAL SPECIAL PERMA- Q O NANNAiACIUEO FROM 29 6AVU 6ALVAKIIEO 61SEL ULES6 NENT BRACING fEDUIMIS"S. UAESB OTHERNI6E O p ARE 6HONR4 IEET7NG OW OEHENEHIS OF A61N A446 GRADE A. POWN, TOP CHQW WALL BE LATERALLY BRACED 0 A At_P I N o R►ERKANE APPLY CulEClORB To BOTH FACES AT SACK JOINT AND LOCATE AS HIM PFWEFLV ATTACKED PLY1100D SMATNIM6. C SHOWN. BEARING NIB:NB ARE 4` IEINIMAL DRLE0 OTHERWISE 6FDWN. BDTTOH UDRO WITH RIGID CEILING OR BRACING L= T RUSS � DESIGNSIAM"" CONFum Willi APPLIC►RLE 6T PROVIDHS OF ISPECIFIED ON DESIGN. DO HOT LEE THIS [� ARDS AND NTPI DKT1. DE616H WITH FIRE RETAAMANT TDE4IED LUDER. O= LO O 1-3 CM O N—TPl • TREM PLATE I141117V1E, Has_ - HATIOH AL DEDTDN SN;CIFIGTIOJ FOR Mow C1AATp1CTI0N (4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE 'OENAILS FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. NOTE: GABLE HAS BEEN DESIGNED TO SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN GABLE TO THE FLOOR & ROOF SHEATHING DIA- ?END PHRAMS. CONNECTIONS & DESIGN OF THESE TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE :BUILDING DESIGNER. (4) 16D 2x4 "T" BOTTOM 2x6 "T" TOENAILS C BRACE VIEW BRACE GABLE STUD 195TOENAILS(4)16D (4) 116D REV. WLB 10-6-94 TOENAILS TOY OR BOTTOM REV. CLR 12-8-93 CHORD OR GABLE REV.CLG10/10/ TRUSS REV. CLG 9/15/89 REV. CLR 5-3-96 REV. CLG 8/29/8T DESIGN GRIT TPI C a V.3/DV` STUDDED TC LL 30.0 PSF 'DATE 0B/O7/fl9 TC DL 15.0 PSF DRWG 876 BC DL 10.0 _ PSF HC-ENG CLG TOT.LD. 55_.0 PSF O/A LEN. V DUR.FAC. 1.33 PITCH VARIES SPACING SEE ABOVE TYPE COMMON_ ow AN SC .iut-1. dvc T- IX4 CONTINUOUS LATERAL BRACING WITH 2-BD NAILS, OR 2X4 WITH 2-16D NAILS, SPACING AS SPECIFIED ON ALPINE DRAWING, ATTACH AS SHOWN TO EACH TRUSS SUPPORTING PIGGYBACK. TOAAING SUITABLEIAL TO SUPPORTTEBYUERECTDIONryCCONTRACTOR.D ATTACHED AI.II BEERHS TO BE 13 TIEM-FIR OR BETTER. + 2X12 02 SPRUCE -PINE -FIR OR BETTER -PIGGYBACK. e ALTERNATE LOADING:TI TC LL 20.0 PSF TC OL 20.0 PSF BC OL 10.0 PSF TOT.LD50.0 PSF `.25 S4.0 &T&ANATF PEAK SCAB DETAIL_ 2- 0- 0 -� MAX. 2X4, 2X6, 2X8, 2X 10. 2X 12 -AS NEEDED. #2 SPRUCE-PINE-FIR,02 HEM -FIR OR 02 OR i2 PT SO.. PINE OR BETTER. ATTACH TO ONE FACE OF TRUSS WITH 160 (0.128'X3.0') GUN NAILS @ 4" O.C. THROUGHOUT WEBS AND CHORDS. R5 THIS DETAIL IS ONLY FOR THE PURPOSE OF ATTACHING PIGGYBACK TO ALPINE DESIGN DRWG. USED IN CONJUNCTION WITII THIS DETAIL PIGGYBACK AS PER DRAW[NG 634016. 634017 OFI A625376. ATTACK 1-0 TOP CHORD OF SUPPORTING TRUSS WITH 160 G11I1 HAILS (0.13S111-At'.) $M O.C. 0a AS SPECIFIED ON ALPINE_ DRAWING. + ALTERNATE LUMBER - 2X6 OR GREATER ?_ITEM FIR, SPRUCE -PINE -FIR, OR #2 SO. PINE OR BETTER GRADES. [R2j THIS DETAIL IS DESIGNED TO BE USED ON RN ENCLOSEb BUILDING USING THE STRNORRO BUILDING CODE, DESIGN HIND SPEED IS tie nPH AT 30-0-0 HERN HEIGHT. 1z+ 2X4, 2X6, 2X8, 2X 10. 2X 12-AS NEEDED 02 SPRUCE -PINE -FIR. /2 HEM -FIR OR 02 OR 02 PT SO. PINE OR BETTER SOLID BLOCK. ATTACH TO TOP CHORD OF TRUSS WITH t21-(O.128'X3.O') GUN NAILS TOENAILED @ 24- O.C., TYPICAL (NMI. R7 i 11-1/4' MAX. -1- ALTERNATE PEAK DETAIL 1YBACK -t- }i TING TRUSS---_r"r 97 A P REV 6130191 1; 6 V (5 R rI 31X 9 j R5 AP, REV 5%66 R-A AP hE✓. 21141g4 R2 REVISED VB 1/19/94 REV. FED I2/4/09 111 AP REV, 8 P T PT ciS 14315 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.3.0 SCALE - 0.0808 VLT _'Y SEON-- ALPTg Ef101NEENiO Pp0011CT3, IN1:. 11"SES moulpf EXTREME CANE DESIGN CRIT•TPI qS REF 52503-ROB 1 v o E� o C= o * *IMPORT ANT * X SUALL Will K RESPONS1OLE FOR ANT WARNING tot eurmNE. E1IECTION Am 111UEREI: .. TC LL - 30.0 PSF DATE 1 1 /30/89 c= o C=3 o r> Cl O C3 OEvlAlloN FI10N THESE iPECIFICA1I014 09 ANV 0E1I4110f FAR" 1161i 11Ei1W4 OR AffT FAILURE 10 809LU INS I*AS IN COWDf41At" SMCl/o.SEE 1118-g1MNaC114 M000 COWLN1/41Y 4/N1 11ECOfHFlw1a 110N4-.1P11 . SE[ P. F �.� U TC OL 15.0 PSF DRWG L� L7 C.1 f-� �� c3 wt inIIIE 'OUALt IV SIAMOmw 0S10w' 0T 1PI. ALPIUE COIBECIOR3 ARE W-MiFAC111AE0 FI101 e0 CAMOE o.LVAw11E11 BIEEL UNLESS 3UDW WEEIINIS AEOUIIki1(Ni5 Of ASIN A444 GAMY A. 1111S UE31GN FOR A0011101AL SPECIAL PEfNA,- 1KN1 01ACN/0 NEwTIE1.EN1S. ulLfii M1lHEllwliE 3111WL 100 CIRX111 *WL OE LAT[AALL1 BRACED �>� '* (TIp T�j R n(�SJ �%��j}��.. 8C OL j � . � PSF FL-ENG FEl3 1'n ALPTN J EACHOIIHENNIEE APPL1 COIPECIONS 10 0010 FACES AT EJUINI AND LOCALE AS Milli MIWlfl.1 ATIADE0 IiW1 SN %WOEATNINO. "-�� 'LOT LD. 55 . 0 PS, F O/A LE N . _ 0 o • ilfaw. eEARlla wtolfls ARE 4MWINAL 1NIEi11 011111tMIGE 51". WHIN APPI.ICAMLE P`MTVIi101S IW 00110N ORIN) Willi AIGIO CEILIHU 04 M1ACUN A3 i1tiClF1E11 tYi pi311+1. 111i1L/1 t1SE INIL —...t1�.�er . - DUfl.FAC - ---- :1 33 -- PITCI�I TRUSS —3 0[SISN ST.NnAIMS COW" WITH FIAL AEIAIUNII IIIEAIEO I'Mma. • VNT+'�� . — •— 1-1 C l CI t-] = tzm �1 A04i3 MR EIPI tPCll . OESIGII .� SPACING �nn �F V - BACK TYPE P . BACK SET •--IPI - IIEPJS PIAtE Millis 11119 - IILIIIRW. I SIM SPECIFIf#IIC11 Fill NIYNI I:13E111YN:1t1W1 " PIGGYBACK SPECIAL PLATE. ATTACH WOOOLOC PORTION OF PLATE TO PIGGYBACK AT TIME OF PIGGYBACK FABRICATION. ATTACH TO SUPPORTING TRUSS WITH (4) NAILS ON NEAR FACE. SAME NUMBER REQUIRED ON FAR FACE. USE 0.1205"X1.375" 11 GAUGE NAILS OR EQUAL. PIGGYBACK SPECIAL (*J O O O O O O �O Op p p O O O O O O � O O O OO O O O O 8k" EITHER ONE OF THESE PLATE LOCATIONS IS ACCEPTABLE • 2z4 13.11EH-FIR OR BETTER CONTINUOUS LATERAL. -BRACING AT 24Opt CENTERS HAXIHUH SPACING. ATTACH TO EACH TOP CHORD WITH (2) 160 NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOT11 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. RI PIGGYBACK SEE 634.017 - 634.016 OR A625.316 12 \�I VARIES PIGGYBACK SPECIAL PLATE IS TO BE ATTACHED TO BOTH FACES OF PIGGYBACK AT EACH VERTICAL. SPACING OF PLATES MUST. NOT EXCEED 4.0" ON CENTER, + KATt TYII - TPI-95 FURNMH A COPY Of THIS DIVON TO KRICTtON CONTRACTOR fzI Rev15e=I 1111z 5-8- 9s igu CRi7_ftffL_jLZL R ALVIIC LN611tcma IM100UCK, loc. musses IlEanne E11111E.ME CAPE �p --- FSf 8 20 86 if H IMPORTANT H M WIALL NOF BE RESP0841BIE FOR AIIY WARNING I., 1wflLli r, EN[CIIuN um y V' P !rj� TIC LLi 841 ,045 OEIIAIION f1WN this 11ESIWI on IIESE 6KCtFtCAIla6. 04 A/IY BOACNc, SEE NIB-91 BY 'el' SEE INK OESIC44 1�a-`�'Y TIC OL: --- PSF e fAfLUFE 10 BUtLO IIE cuss lot cafoww¢E off fit OsIBB BY Toil fall {OOIIIal1AL spEClAt pEANM41/I BnaC116 PE ; G No. rF :jf i KF CL G ALp11E CaOECI0AS JAC NAOE Of 20W GAtY. S1EEL ME9111IG ASIN ' QUIUENE/AS, IOEESS all-fr' E "'CAIEO,. lop � � BC DL: -- .. {AIA WI { efl'1 VI f5 IMIIeU. 41MM.Y C010[C1aiS 10 EAGI FACE of c101118 SINLL IV LAILNALIY Imuct" NJ III IMNVCN r ------ IIf/S5 MID Illnli5 O11E"N15E JOL{IEO ali hill BLSIW4 vUS111W1 lY tlt{DiU IM.YMINNI GI(4111N1G. WIlug Ct#aYc 9�Y;' STATES IiSPACING OT l P' ---- C�� .�(A l fN• TRUSS Ca""IB"5'Ln OHANIU43 IH ISO C I/AA-f. OKIGII StMAJA11IIS Nll/l AMM11itt.Y AIIADO't1 //I610 CEIL It6 -- SEE ------------- - - - - -- calf OnM K/tapt 1CABIE 1MIOYl SIar IY rO4 c Ir•i. Aii L#KI#ECn'y At VI#A: lft—ICu. IIIMM�If If/ MI fat 1•ntN'cn SEAL oN lilt$ 01iAfllp A—L1L5 10 tlic C1rf'afr11 INVtClfU 144C Il#itNALl AIMM.ICtilal i11Y115fi • Cal'Y Of Nn5 tl�/��1/1•Y:. .. 24` D.C. HAX TYPE: DETAIL Ill IBE. Y. Alsl WIML 1011 IN. III II 11 10MM1 III Alit U11NN KAY. MSIL41 IU IIM1 IIOE.S IIr 1:111Y1 civil"M:1101, •--IVI - 11,10i MAIL II4111t111, _ IEIS - 1'fll IIAIIWI{I IN"i hill gIM'#: 111ft I11111 fill# NIMNI I:iNfllm :1101 Il!r.IALR MIAIL - ITPILAL IIII'JALK/KINGJALK III 1!I I1W1t I'll 11'AllIII INIIII t. IMI'tl IIN IFit- IsI (I llAtl) 6 I, l nl I,a I.•n .s, �.. ur.t •.•.• ••• Ul TOP CHORD 2x4 SP Q2 N ',BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SBC UPLIFT CHART MEAN IIEIG_Ni WINDi SPEED_ 0EA0 LOAD LOCATION 0.0' 9.63' 30 100 10 3200 3701 30 100 15 5O# 270i_ 30 do 10 4809 5 OIL-- 30 110 1 15 1330A 3909 ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. ASCE_7-93 UPLIFT CIIART MEAN HEIGHT _30 EHCIOSEO I WIND DEAD LOAD LOCATION 1 0.0' 9.83' 600� 60b�_ _SPEED 110 10 BUILDING. I-1.05, EXP. - C PLT TYP. Wave TP ALPINE -- Alpine Engillec(cd Products, Inc. l tailtes Cily. Fl. 31944 IIIPJACK SUPPORTS 7. 0- 0 SETBACK JACKS WITH 110 WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. •` IN LIEU OF BEARING WALL, PROVIDE 3.160 TOENAILS OR PROVIDE A HANGER ON BOTTOM CHORD FOR 8190. Rl REFER TO DRAWINGS A104/R FOR OVERHANG DETAILS 1 '• TOP NAIL BEARING �:v BOTTOM NAIL BEARING W3X4(Al) a ALIERNAIL HEARING WAL1. 1---2.9. 15-- J i 9.10-1 '11 R-695 W-2.00' HINI1411M 95 Desi(In Criteria: TPHSTO ••WARMING•• II bill It Off I I( M111I NI CA11 IN fARIIC AI ION. NAI101 ING. Sr I►II Y4. IYs I At IIr4 AND AAACING. olllI 14 NIY NI (IIAYNl1YG INSIAII ING AYN NNAt1141, ►DYI iSNID Yi 1►1 IINYSS YI Nl iNsllltll/. fYl Is to AIO Y/., $11m too. NAOISON. NI SI1141. tUl SAlll# /RACIICI1 ►116I •o /I Rf WNIr4 Ir(it forC110Yi. VNItSl 01 NIANISI INOICAIIO. 100 CNOAD SIMI NA#E IR0►(RIV AIIACN(O 01SUCi NA At ►AlIM. Ao110N CrOAO S941I NAVI A IROIIAII AIIACNIO RIGID CI11166. ••IKP"IANI•• fGAYISN A CON Of Inks DIS164 10 141 I,g1AI1A110N CONISACIDA. AI IINI M116((ot0 IA00tlCIS.SNAII Y01 0l AI APA)"'All f0A Ail DUTAf10N LION IN1S Ot SIGN1. AYt IAltoat 10 AY 110 INE IIYSsIl IN [ONI 4lNAK1 NIIu 111: o/ #FAAIChI lkG. NAYOtiN4. SNIT►I64. INS#AIl1Y4 AYD /RACIY4 01 i/NSS11. INIS 0(114Y C.11111 I IIIIN 111.1CAQ ( 110VISIONS o1 601 (NAII61At Ot S14Y SPI CIf IC►II6Y toot llo(D YI lul ANU IC AN f6Al 11 ANO ►Alfa ASfDC NIIat1 AYU VI. N ►lYl C6NYICIMS NI MAD( tll JO(A ASIN A4S3 4l#0 GAI I. Sl111. Ilc(►I AS Ytlll o. A►Itt 16NYlC 10lf Itl (ACV (ACE 6( Io YSS. Abu oY11Sl Ylo(IVlsl IOCAltO OY INIS O(S1411, /DSIIION C0661CIDAS /(l Ol Aolkll 110 A 1. lot SIM NY full ORAo1NN IRDICAIIl Acct ►I NcI 41 ►ADI(Ss10Na1 lNG1Y11R1u4 tt traRSIA iI III S01111 IDA lot IR0S1 CoutON(YI Gilt&II SVONY. lot Son A1I1lit AYO NSE Of lets co"Sofill I" AS# ►AAIICNt AI Atltt OIYG 1l lot 995►0461819111 of lot 16149144 016166I8. _IIA ANSI/Itt 1.1091 SIC1194 t. R-819# W-2.00- MINIMUM 19.Oa9 FL/1O/3/-/-/R TC Li- 30 OR 20 PSF Pa lFI TC OL 15 OR 20 PSF BC OL 10 PSF R 200 BC L L 0 P S F LI3 STATEOF� TOT.I.D. 55 OR 50 PSF tt ZOFIW, DUR.FAC. 1.33 OR 1.25 $ R1 AP 11/18/99 1P Scale-.375e/ t. REF 11081--40960 DATE 03/17/99 DRW 11CIISR001 990/6001 IIC•ENG JWC/AP SEON - 16212 FROM SFP CHORD ?X•l SO. PINE 02 11 ('11611) I"X,I SO. PINE 02II f;l WELTS 2X4 SO. PINE_ 03 NO WANE, KNOTS. SKIPS 0(1 OTIIED DE- ECTS SHALL OCCUR IN 1IIE PLATE CONTACT AIIEA OR SCARFED AREA OI= WEB MEI.IHEAS. ALL PLATES ARE TO 131_ CENIERCD ON THE JOINT, LEFT TO RIGHT AND TOP'I'll BOTTOM, EXCEPT WHEN LOCATEI► BY CIRCLE OR DIMENSION. flf_L i1fIAW[NG 130 FOR "PLATE 1•171CA1 TONS ON TYPTCAL JOINTS." PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT 4801I 320I1 R2 8RG LOC 0-0-0 7-0-2 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED- 1 10 MPH. 14EAI-1 HT-30FT . ENCLOSED. (SBC) R6 ALTERNATE UPLIFT CONDITION PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : '5n d 25tw �rA� BRG LOC I ().Oil %.D- UPLIFT BASED ON 15 PSF TOTAL DEAD LOAD. WINO SPEED-t10 MPH. 14EAN HT-30FT. ENCLOSED. (SBCI RI3 N(-TEIANhTE0PwFT C_iDNi>t_n0l`-1 (10) I'ItOVIDI? 111/1_IFI'('ONNI?CI-IONS IVI'Ii13AI(IN(iS AS INDICATI3D. (Bll_Ber : e_96w 200It 11116 LOC: O. 0 7.0 lJill _IPI' RASED ON 10 PSF TOTAL DIED LOAD. WIND SPEED= HIO Mill I. MEAN I IEIGI [f=3ov I'. FNCI.OSED. (SIIC) fkB (I115) REV. AV RA3114 %KIN LIEU OF A BEARING WALL, PROVIDE 3-160 TOENAILS OR 3-160 (0.128'X3.0'1 GUN NAILS, RIL 3 X4 TC X <LOC L'-II: 0.29 6.72 BC X •LC)C L-R: 0.29 6.72 5II4GLE CUT WEB V-2 ENDS: i THIS IFITP JACK IS DESIGNED TO SUPPORT A CORNER SET WITH 5' SETBACK FROM BOTH SIDES. CORNEA 'JACKS HAVE NO WEBS. REFER TO DRAWINGS A104/,R FOR OVERIIAtIO,DETAII,, X SLOPE MAY VAIIY F(IIIN 2.J2112 TIDIOUGI 15.66/ 12 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 2000 2000 BAG LOC: 0.00 7.00 Rot 100 MPH WINO, 30.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG WIND TOTAL OL -15,0 PSF. ALTERNATE LOADING: TC LL 20.0 PSF TC DL 20.0 PSFBC OL . T.QT LQ__��Q .O s OUR. FTC. 1. 1z it R-10 AS 20✓ 5//1bf -l8 Rg Rcv FL -A to - 23- 97 ♦t% ILEV FLA 1.0 - I (a-g 7 R7 REV FLA 10-14-97 _ALTERNATE BEARING WALL K.4, A? jeg:1l 4-�j�:�, R2 REVISED FED 12/4/92 ' "" "'Ir-2" 14AX R1 REVISED WI_B 5/8/92 - ---- -- 7-0-2 OVER 2 SUPPORTS - i--- R S A P QEV. G1i0197 R-5951 W- 4.95' Ro3841 W- 3.60' REV. FED 1/5/9( olk� PI:T, 7YP,-ALPINE TPI-95 FURNISH A COPY OF THIS OESIGN TO ERECTION CONTRACTOR R6 AP t2ECV. 7IJ�l!'1 11.p111E i:uamcER1iR Willis, I/C. ii*IMPORTANT** faw.L Igor YE iifsp 118161E Far wMARNING "vismR fE.fU11iE EITREWE "Am u1 1uFllltar EREcnur ARM DESIGN CRIT:TPI REF �16965-R B TC LL 30.0 PSF DATE 10/ J 7/89 IEYIA1110I FWk I,LaE sw:1:lt ICAlllrRt OR AM WVIATIMA IrAM IYIAGiIlt.SEE j415-91 aYpc UG Wilau 1R11SSEg,. y�,.- p ' C.'1 l�ALPIN TU16 UE61W/ !:A MIT FAITWIL" 10 flUltu Ilri 11WA6 Iu CGtFCiYWC6 Willi 11E 'GIPALITY STAuiwdl astUu• UI ll•l. ALFIRE CCrfECTOW COIu<i11Al1Y ANU fECAIY.IAM Tsalu-Afell. SEEG7!� fill$ p 31611 Fir AVUIFICU46L SPECIAL MIKA- u �:Ntl. TC D1_ 15,0 PSF DRWG 1,157,931 f^-_: ARE WAIArACT1r1EU IIYrI LW GUIDE 1'HIYlultfu Y1EEL/I{A EfiG SION11. WM11S IYU1111gfulll6 Iq ASlit A44u Giwl' A. IYi/l1 IYLtUIf Itiu(111iCt/kiltY. Ul.tif u111E111fTfEi•�0flLflll# eLRA1 TUN CT1Yg1 WAR uE I.Alf"111 #ftACk6 mrAR ,�Y BC OL 10.0 PSF FL-EN(i FEDi::J _AFIYY O/A 1_04, 7-0-2 I:Uw+:Cll111 1U L411Aloe F 1XIA AI FI dUllil llfl SiL• AS WI1t1 P{IIYL-li'! A/:•�71EU It-YMNitI iIIAIWI/Ri, .. STASEOF TOT.LD.. 55,0 PSF -. 1+rrN. YtA/1t1Yi W161tGt AIE 41 IrWluu of Elio alllIWIEL 51111A1. A ft, 1LSItW1. `i1.wWY1] CUIr 111N Will$ AWy 11-AAY.E t'110VIS1a15 Rf Iwllll" gY11R Willi RIa1U CF11.1116 UY uRACl1Y: AS S/;CIFIEp RII l'EJI�:I. le Irlr LAE lllif !An � t.! -To. 1 _ i •WIS Ate atilt Rail. .. KUM WI 111 FUZE MAIdIAhI 11WAIER LIIWIER. � 'I•/I �DUR,FAC. J , 33 PI TC1 1 .A - LCI C..-1 f-'• C1 u I__1 +--TPr - IIYk,4 lYA1L' Urilllllli, IAL'i - ti#Tlfqul RE911Y1 4PEI7IFiCATIp! Fpr W(IM Cd111YCrruN SPACING SEE ABOVE T (y3 (5+ TYPE HIPJAU JOB: .LAMES H . JACK 7 ' TOP (:HOnP 2X4 SO. PINE 12 11 Olt 2x6 12 11 DOT CHoni.) 2X•l SO. PINE N2 11 R1 .NOTE: FOR 1'0' AND 3'0' JACK ALL LUMBER MAY BE 03 SO. PINE. R11 ALL PLATES ARE TO RE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO 10TTOM, EXCEPT WHEN LOCATED 13Y CIRCLE OR DIMENSION. SEE (IRAWIHG 134 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." ALL NAILS SPFI:IF IED ARE COM14ON WIRE NAILS. NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCAlIFEO AREA OF WEB MEMBERS. + PROVIDE (3) -160 TOE -NAILS OR (3) -160 (0. 128-X3.0") GUN NAILS AT TOP CHORD. ++PROVIDE (2) -160 TOENAILS OR (2) -160 (0. 128"X3.0") GUN R15 NAILS AT BOTTOM CHORD. I'ROVIDV t))'1.11 ('CONNriCI'ION.SA'r111 ARINGSAS INDr(.'Nf.ED lll'IJl'I' 42Dq 280ff 111W LOC: 0-•0-0 7-0-0 l IPI.11- i' 11ASED ON 10 PSt '1'C71'AI. DFAD LOAD. WIND SPEED= R5 lI0Mill 1. MIANIllsl(;Irr=w,r. I:N(a.OSlil) (Nil(:) Rio PROVIDE lll'1.1111' CONNIX71-IONS A'1' 111 WRINGS AS INDICA'IIA. UI'1•ll'r ' 300# 2509. 11110 LOC; R7 Ill LIVI' llAS /) ON 15 PSIS' O`rAL DEAD LOAD. WIN13 SPr?AD- 110 Mill 1. MIIAN i wHolir-30 rl'. [INCLOSED. SIIC) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 2-TIIRU 8.00� UPOLIFT: 250I 200/ RA / BAG LOC: 0.00 7.00 R 10 100 MPH WIND. 30.00 FT MEAN HGT. SBCCI. ENCLOSED SLOG WINO TOTAL OL -10.0 PSF. ��vv AA w =�� 4 PLT 'rYP W AV G 1= 17..3 G c_T r__J . _f I= C=] _ mI C=J 1___3 C: ] G� r-1 L= U O c :1 1= L-7 I=' ALPIN TRUSS I _t r _i . A r_:. C_1 NOTE: JACKS UP TO AND INCLUDING 4.0" SPAN MAY HAVE AN 8" CANTILEVER AT LEFT ENO. R8 NOTE: 2X4 /3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM 1110110 BRACING B 24' MAX. D.C. DEOUTRED . ATTACH W I TI I 2-16d NAILS BRACING IS NOT REQUIRED IF A rIIGIO CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SUPPOPT BY ERECTION CONTRACTOR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 200/ 200/ BAG LOC: 0.00 7.00 R 10 100 MPH WINO, 30.00 FT MEAN HGT, SBCCI. ENCLOSED BLDG WINO TOTAL OL -15.0 PSF. 5-0-7 1 � I2-O_O_ 1-0-0 1 THRU -w----- 7-0-0 ovEn Z sl.ir'rlorms --c- R-553x N• 21IMIN. R-3530 W- z11MiN. R 1) TPT - 95 (RQ. FURNISH A COPY OF THIS OE!7.1Gil TO ERECTION CONTRACTOR Q1) N.OINE I:0011AL N=n PNIN11c19. •Ic. 1144V2 19-EX01r LSINEW CAllf KxI MPORYANT1r x slW.l NIIf w ws issue Fan ANY WARNI NG IN�] twI1:11t. e,Kcrtal u1I ,ICVIAI IUN fi]N 11115E YtiCIFICAIIIYSi (ill AIIV IIEVIAT I111/ FIM W&C11G.FAe Hl8-% NYIAr I'A7 NIN11 1181issm- Mill 9*'IW1 On AIN FATI.tr1E 10 aHLD LIE IMJW IN CWta1N4UA.E C("Ma Af1T ALA/ IL',:wMlgaltlJ,C-A INII . SEE ��P Willi 1IIE 'QUALITY SIAINIAItl aSIUU' UY IPI. ALPINE CCIOCCIMS THIS OESIGN 1`011 ADUtf lalut st':IAL °:IwA- Alto NAIA/ACTUN:Q HAN1 20 UAIIGE QALVANI7E0 STEEL INCEN•N Il•IIT IYIACIIq fA:a1111iE/Yl11W. UAES1; 41t1i111.%f */ N0. 111111nmiue WOOL W.1111N1 Ilta11111NI111'a IN AUIfI A446 WUae A. So 91Yl fIY' p1N11 MWL lit tAllllElLY INUl t`'MAI? AIY'LT CIWAICtlar; TO t111111 FA13.S At EA131 .111 W11 A1111 tnCAIS AS Willi t71AL•IE.Y AIIA131% 11_t1hNA1 91Y'"Il11, P ta11N11. W.Aflll/; 1110f10 AIN.' .1' I"NtlloAl I141:2% U11N11N117i s4 INII IIY1I117NNN1 WI 111 111a111 1:1. 11.11N1 I.. So C116N1 1N4fI111 UI'IAIA1116 CIINFIYAI Willi APKIVAaE fMN1Yll:l lYli lIF A9 LPlCIF1f1! l31 IC 1U1 not Iql trAt 1NI6 �ty� SrATE OF .fNla AIO •IPI II'cll. IIf.91a1 WI lit IfiN IY.INPAItI lit All ItYNN 11. `i}Y(A • 101 • IINNNf 14 III' Hrlll11111 140I I11111NIA1 to NII11 U110111`411111 1111 thNYt tIY141IN NlIfY1 ALTERNATE LOADING: TC LL 20.0 PSF TC OL 20.0 PSF BC OL 10.0 PSF TOT . LD____50.0 PSF SPACING 24.0" R i4 AP %,5 K ej v 9> 3- I (- fZ q 8 R1'L Rea UG 2.26-99 Kit Rsu AV t,11-1117 C -5 It to R6U FL.A CO-i3-5'% E�(� R9 REV. 'fer 7�13/9h `,J �e a� R�✓ �141,4- CQ, J RL RP RE I' LljJ-/94- �� &5 Rpd1id IV,& 111'3011Z5 R4 REVISED TCE 4/12/93 9 R3 REVISED FED 12/4/92 it. 5/105 Rl REVISED FED 2/4/92 R2 REVISED WLB 12/3/92 REVISED tiff 1/11/9hn REV FEE) 12/7/90 IIEV 15.3.2 SCALE o 0.5000 DESIGN CRIT:TPI REF 57512-ROB! TC LL TC OL BC OL TOT.LD. 30.0 PSF 15.0 PSF 10.0 PSF 59.0 PSF DATE 01/04/90 DRWG t,150,677 _ FL-ENG FED O/A I_EN. 7-0-0 PITCH G.0 12 IYI,(. , ,SACK DUR.FAC. 1.33 SPACIMp P.I. 0' PEAK MODIFICATION OF STANDARD TRUSSES FOR HIP USE FLAT SECTION NOTE: Flat cut should not Interfere with peak plate location. Contact Alpine's Engineering office for special cases. 0 0 0 0 0 0 0 0 0 0 0 0 o c� o 0 o = o STRNDRRDC o C= o / ` o o cm �°ALPINE�= 0 V----�TR�USS o PITCH 12 MAX. FLAT SECTION X TOP 12X6 TOP 2.5 15" 21' 3.5 111119 .0 L 811 1311 7.0 7" 12" M-- RLPINE ENGINEERED PRODUCTS,INC. P.O. BOX 2225 POMPRNO BERCHIFLORIDR 33061 005-791-3333 P;r'' K DETAIL DWG..A/wi16 5/18/79 PAGE T-31 December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind speed • Residential construction • Enclosed building do meet the wind loading requirements of the Florida Building Code for: • 120 mph 3-second gust wind speed • Residential construction • Enclosed building • Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely, 12-1 -02 Walter P. Finn, PE Senior Chief Engineer WA43 0:z .`%� ��:•Gc�gl�ICq j: y�' No. 22839 S • STATE OF' ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001 JU111 .1111/ zit-u A 2x6 OR LAIIGER116. 41211 SOUTHERN PINE VALLEY RAFTER. 11 2X4 rlo. 43 SOUTIIERII PINE CRIPPLE. ` 2X4 110. 0 9 SOUTHERN PINE CRIPPLE. (1 R I DGF RAFTER SANE SIZE OR LARGER TITAN VALLEY RAFTER �(riE BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0" O.C. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-16d COMMON OR 5-0.1281lx3" GUN NAILS. VALLEY DETAIL VALLEY -_ TER SECT -!ON E-E RAF CONNECT END OF RAFTER TO RIDGE BOARD WITH 3-16d TOENAILS. E (2) 16d NAILS OR 3 GUN NAILS (TYP) THRU CRIPPLE INTO RIDGE BOARD. (31 16d COtu4CN OR (4) 0.128'x3' GUN NAILS CLINCHED. 4-0.0 _ _4-0-0_ — --'max: typical -- -- TYPICAL DETAIL Of VALLEY RAPIERS SLI Al 24" U.C. Hlell TYPICAL AITACIIMENIS AND SLIPPORI RE(p)IRENENIS _ I C01 MON TR SSE f r RI(GE AFT R E —� r—L,Lz! COMMON TRUSSES THIS TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING USING THE STANDARD BUILDING CODE. UPLIFT CONNECTION GOOD FOR UP TO 110 MPII WINO SPEED AT 15'0' MEAN HEIGHT. (2) 16d COMMON OR (3) 0.128'x3' GUN NAILS TYP. I t (3)16d toenails (3)16d ndiIs � � •lE �E 1 2�1 (3)16d toenails (2)16d toenails typical W=7"12(5.5"@45°) DECKING: CONFORMING WITH PS-2 SPECIFICATIONS '4X2X2'0' 03 OR BETTER So. PINE BLOCKING REOUIREO IF fC DOES NOT DEAII DIRECTLY ON A SUPPORTING TRUSS AS S11OWN, ATIACII DL.00KING TO DECKING WITII BDo9G0IJ),IAtL5(0)2"0.C. 114 toenails thru cripple Into Qlylannd ALTERNATE LOADING:' Lmax-75" NO BRACE REQUIRED ON CRIPPLES) . TC LL 20.0 PSF Rz Lnlax=J�" 2X4 T-BRACE OR SCAB BRACE REQUIRED ON CRIPPLES) TC OL 20.0 PSF SP C3, FULL LENGTH. FASTEN WITH 16d COMMON 0 4' 8C Dt. PSF O.C. OR 0.128'x3' GUN NAILS V 3' O.C. R7 TgT_L p_p A RS9!n!mI■m®1111111 TRIISS TOP CHOP I G 11101 SEC110N f-F RI REV. SE ) CLG R 5 A/ Af 1 1 /6 9O Q44 AP191(V ALL [.UrrNILTIONS SPtCIFIEO HEREIN ACCOUNT FOR BOTH OOWNwARO SP CIIN 24.0 / REV. CLG J�13/D[i K3 v(5 ke (6(IAVI (Y) AND UPLIFT (WINO) LOADS. (STRAPPING NOT REOU[f[ED) RT R7 APRF✓ jO[1141 v. SLO 6/3O/87 K2 AP REll.rrl PI-RTE TYPE--HLPINF'1PI-95 FURNISH R GDPY OF THIS DESIGN TD ERECTION CONTRRCTOR RlogPRE✓ !% 47 ' ►LPIlAf o1GIN1[REo PRTnlxts, 111C. 111101AEl lEOIIat EXTRUld CART DESIG '�_' ca C� c_1 cm � ■M IHPORTANTK■ afrL 1al EE R(IPIVr mi Ftw RN, WARNING is i Axuu, (a(cnow (via OCT imow FRon misE sr(clflcamw 0R no OEVIAtIOV PRun alRcnc.s(E �1 9`I �IORRc11a YOU) IAUS5631 S :? Rj 1 ::1 t--1 C::.:1 , •u Ilwl 0i11GN OR 1VIY fhITUIE 10 /O1L0 Ili IIUJI IN CNfORtriA:E CORIIENIMt 1[w Raurfw h(w11llMK•11P 11. fE[ y�QCI1F�.q��W [-7 C_I o a VITO TIE -01Rlti11 COIIIROL f"&AIL• In IP1. kPlac collNEcloAS (Ills O(IIGN Fal n10111O,SY. SFEclfll TW PEI- I� aft h it"fiCItAAa fWA 10 G"I GALVAN1110 Cliff. MITI R(N1 ORACI,a OEUVIIQ11tN11. IALISS OIIRRVU[ *� (x/��J ILPIN � onrtw,)[ E1", rAIIING REOUII(AIM11 of IGIR R1VI OAAOE A. E1INN, IVC11Rw1 EIYRt 0E thl(Rn.L1 lRIC(l) AM11 COH14CIORX TO 041w ,AC1R AT AACw AINf NO tOCRIN At n1a PAOP[RLY Af1,1c,40 PLYY000 11AAMING, 11w V4. DIMINO VIOIIIS ral: V 1441ml. IAAEp OfICINIIE RIOVN. 1011&1 01oR0 VI11I RIGID TAKING 04 hA11CING �S STATE Oj� TRUSS �. o M11CN R111larms calFWld VI11t IrftICROLE PRWIIIONE OF RR SP(CIFI(0 ON O(IICN. O01,0f 1131 hill �i`�;•'2ORVO!" uaR•01 TWO 4IPI•PI OR ICI•Iq. OEIIW lllll FIX[ R[INurill u(huo MINIMslOrjpa, c_1 T=1 1� ...IPI • IROSS Plait 011111w[, MI5 • 1n110h11L VISIGN VPECIFICA11011 TOO VWO C0,611NL11U1 I I �51 1 I n Lnil lr[--_ TC LL 30.0 PSF TG OL 15.0 PSF HC OL 10.0 PSF TOT. LO. 55.0 PSF DUR. FRO. 1.33 SPACING ' 211.0' 1lt:r 11I-II MITE 1QuOs DRUG 834,070 - TIC -ENG Si n 7CCII 01A LEN. 5-0-0 1-11TCH 3.0112 TYPE VALLEY OE 1 (11576-5H4 2162A - 841 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W4X6 ia W4X8=— 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. #1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LUAD. W2X4 4w T2 W2X4 o 6 r— --I 6 W3X8 = W4X4 = -� 9-4-0 W3X8(81) m W3X8(81) sm o 0 1-0-0 I_ 7-0-0 1_ 6-0-0 I 7-0-0 1 0-0-0 Over 2 Support R-1501 U-990 W-8" R-1501 I1-990 W-8" PLY TYP. Wave TPI-95\R Design Criteria: TPI(STD ALPINE --- Alpine Engineered Products Inc. ItaiMY-4c 1y F1. 11841 "WARNING.- TRUSSES REOUIRf fifREMf CARE IX fANRICATtDN, NAND(ING. SNIPPING. INSTAI.IING AND � BRACING. REf ER IU N1Y 9f INAYOL IY6 1YSIAIIIXG AND BRACING), PUBt ISHEO BY 1P1 (1YUSS PI ATE INS[ITWTE, 583 O'UXOfR10 ON., SUITE M. NAOISON, WI 53719), fall SAFETY PRACY#CLS PRIOR 10 PENf OR MI XG THESE fUNCT TOYS. UNt ESS O1X(RYISE INDICATED, TOP CHORD SHALL HAVE PROPERTY ATTACHED STN UCTaNILL PAREtS. R0110" CHORD SNAIL 11AIC A PROPENIY Al1AC410 R1610 CEIIIN6. -- IMPORyANi-" fURNISH A COPY Of THIS Of SI GN TO THE INS, At 1. A LION CONTR ACI ON, ALPINE 1HGIXEERIO PNWUC TS, IXC'. SM AI. I. qUf OE RES/OXSIRIE FUR ANY OEYIAF ION I. THIS Of SIGN; AMY IA1l uRE i0 tlU 110 IN IY A I' E US SfS IN COYI ORH N.L Y1111 (PI: ON 1"AtlRIC ATIMG, IUYDI ING, SX IPPING. IMSI All IYG ANO YR AC ING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICARtf PROVISIONS Of NOS (NAIIONAL DESIGN SPEM(CATION PUBLISHED Of JOE AMERICAN fORE51 AND PAPER ASSOCIATION) AND TPI. AI PINE CORNECI ORS ARE MADE Of 101A ASIM A6S3 GRAD A.I. S1111, I.CEPT AS NOTED. APPLY CONNLCIORS TO EACH fACE OF TRUSS. AND UNITSS OIHfRWISE LOCATED ON ]HIS Of SIGN. POSITION CORX(CIORS PER DRAWINGS 160 A-1. Iwo Sf At ON 1411 ORANING INOICAILS ACCEPTANCI Of PROfESSIONA1 fNGIN11NING RESPONSI6I111V Witty TUN INI INUSS COMPONINI DESIGN SHOWN. IIIE SOIIAUIIIIY AND UST III INIS C.OMPONf NI FOR ANY PANIICIIIAR 11011111YG IS IH1 NISPONS1Y11111 III INt Ou11O1Nf- OISIGNIR, PillANlf/TPI 119-JS S1IIfON ?. 19.Ob2 FL/1/-/-/E/-/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.25"/Ft. REF R081--57893 DATE 04/28/00 DRW IICUSRO8I 00119131 HC-ENG JWC/WPF SEQN - 10693 FROM JRH (11576-5H4 2162A - HITS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24,00. OC, ALL BC @ 24.00. OC. W4X6 ; W4X6 W04 (A2) = W4X4 (A2) em 1-0 0 .may 9-0- 0-0 i 20-0-0 Over 2 Support R-794 W-8' 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL — 5.0 PSF, WINO BC OL 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 9-4 0 1-0-0 9-0-0 R=794 W-8' PLT TYP. Wave TPI-95 R Desi n Criteria: TPI STO A Alpine E•,nRiluered Prodllcls, Itic. -__ i1HIMCNI'i1y, FI. 33fi•14 'WARY ING'• TRUSSES REQUIRE ETINCHE CARE IN fAURICATION, HAVEN ING. SHIPPING, ItSTAIIING AN0 NA AC ING. t(i(N 10 NJU 91 (HANIM ING INSIAIII JIG AN0 BN AC ING) . PUUI Ili0 BY TPI (THUSS Pt All INSTITUTE. $83 D'ONOFRIO OR.. SUITE 200. MADISON. IN 53119). fox SAC EIY PH ACTIC(S PRIOR 10 Pf RF ORMINL TtlESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNOt6 StlAtt NAPE PN OPENLY ATTACHED STRUCTURAL PANELS. 80TIOM CHORD SHALL HAY( A PROPfRLT ATTACHED 916IG CEILING. •IMPORTANT^ FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENLINEftfD PRODUCTS, INC. SMALL 101 BE ■E SPON5(BLE FOR ANY OEYIATION FROM THIS DESIGN; ART FAILURE TO BUILD IME TRUSSES IN COLIC on MARC( YI TN TP 1; UR FANR ICATING, NANOL INL, SNIPPING. INS fAI.I. ING AND BRACING Of INUSSES. TI115 DESIGN CONFORMS WITH APPLICABLE P. ISIONS 0f NOS (N AT ION At DESIGN SP(CIf ICAiION PUBLISHED BY THE ANERICAN FOREST AND PAPER ASSOCI A110N) AND TPI. AI PI NE CONNEC IORS ARE MAOf OF 20Fi.A ASTM A653 GRAD BAIY. SIf EI, EICEPT AS NOILO. APPLY CONNf CIONS TO E ACtl FACE Uf TtUSS, AND UNLESS OTHERWISE I.00AIfO ON THIS DESIGN, POSITION CUNNECIORS PER DRAWINGS 160 A-1. THE Sf AI. ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING NESPONS181lIEY S01(IT FOR IN( IBUSS COMPONENT 0(SIGN SHOWN. THE SUIIABIIIII AND USE Of IBIS COMPONf NT f" ANY FARIICUI AN UUIIDING IS 101 Nf SPONiIBII ITT Of IN( MILLING DI SIGNIN, PILL AN'.I/IPI i Im SILIIUN 7. 19.Ob2 FL/1/-/-/E/-/- TC LL 20,0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF OUR.FAC. 1.25 SPACING 24.00 Scale-.25H/Ft. REF R081--57892 OATE 04/28/00 DR W RCUSR081 00119130 HC-ENG JWC/WPF SEQN - 10688 FROM JRH (a7576-5114 2162A - 81) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00' OC W4X4= IIIIS 11146 111KIIARIII FROM COMPl11ER INPIII (10AOS S DIMENSIONS) SUOMITIEO OY TRUSS MFR. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL a 5.0 PSF, WIND BC DL v 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4 142X4 6 1-- —1 6 jk 9-4-0 1404 = W4X4 W4X4 (A2) _ W4X4 (A2) __ 1-0-o t-o-o 10-0-0 I 10-0-0 i 20-0-0 Over 2 Supports R-794 W-8' R-794 W-8' PLT TYP. Wave TPI-95\11 design Criteria: TPI(STO = Z4-3 Alpine Enguucred prfNlws, fire. 1IMIIIt�JC'lly, NI. 13N•14 " WARNI PIG . TRUSSES REQUIRE ELTREHE CARE 10 FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. OEM TO HI8 91 (MAYOIING INSTALLING AND DNACINGI. PUbt ISHED by (111 (TRUSS PI ATE 1N STITUIE, S83 D'ONOFRIO DN.. SUITE 100. MADISON. WI S3119). FOR SAFETY PRACTICES PRIOR 10 PE60NNIY4 THESE ftlUCT10M5. UNI.E SS OI.M.S1 INDICATEO. TOP CHORD SHALL HAVE PROFf All-ATIACBED STRUCTORAL PANELS, BOiION CNORO SHAlt NAYS A PROP(RLY AT IACHIU RIGID CEILING. I MPURTANi'• FURNI3N A COPi OF THIS UE SIGH TO THE INSI ALLAIIOH COMT0.ACIOR .. AI PI NE fNGI NEERED PH000C15, INC. SHALL NOt BE RESPONSIOI.I FOR ANY UE VIATION FROM IMIS OESIGU; ANY W1118E TO BUILD IN( IlU3iE3 IN C0NI ORNAUCE YIIU IPI; lIR IANR ICAl1YG, tlANUI IUG, SNIPPING, INSI AIIfYG AUO BRACING Of TRUSS($. THIS OESIGII COUf ORHS N11M APPLICABLE PROVISIONS Of N0S (NATIONAL UES101 SPECIFICATION PUBLISHED BY IN( AMERICAN FOR.f SI AND PAPER ASSOCIATION) ANU IPI. AIPINI CONNECTORS ARE NAOE Of ZOGA ASTH A653 G940 GAtV. STEEL, ETCEPT AS HOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED OH THIS DESIGN, POS1110N CONNECTORS PER ORAWIYGS 160 A.I. THE Sf AI ON THIS DRAWING INOICAIES ACCEPTANCE Of PRO(ESSIONA1. fIlGINEtRING RfSPON51U1111V 501fl1 104 r1f TRUSS CONPOIENI 0fSIG1 S1U11. INf SUl1A1111(it AND U5I LN IMIS '.0"PONf NI ION ANY PARt Will AN HNII OIY6 I3 lift WI SpOp SIN/l IIT lM lot Hull DING 11I 511;9I R, el It A RSIIIPI 1 IR/5 Af CI INN %. 19.Ob2 FL 1 E - TC LL 20.0 PSF P. 'c`flgts�G4r;� Jew* srK,hOF J+ , TC OL BC DL BC LL TOT.LD. 7.0 10,0 0.0 37.0 PSF PSF PSF PSF •.Ayts•�'r ss DUR.FAC. 1.25 SPACING, 24.0N I Scale—.25H/Ft. REF R081--57890 DATE 04/28/00 DRW HCUSR081 0011912S HC-ENG JWC/WPF SEON - 10670 FROM JRH (37576-5114 2162A - 82G) TOP CHORD 2x4 SP #2 N BOT CHORD 2x8 SP 2400f-2.OE WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC OL — 5.0 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC THIS GIRDER DESIGNED TO SUPPORT A 46- 8- 0 SPAN HIPSET WITH A 7- 0- 0 SETBACK SYMMETRIC #1 HIP FRAMING TO THE BOTTOM CHORD AT 7- 0- 0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2'0" SPLIT LOAD. W3X8 (A3) WJX8(AJ) e 3604# W6X8 - IIIIS 0146 I'MPARI1) FROM COMP111LR INP(IT (LOADS d DIMENSIONS) SUBMITTED BY 1RUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0,128x3.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 3" o.c. WEBS : I ROW @ 4" o.c. (ISE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS " IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. L< 10-0-0 I 10-0-0 20-0-0 Over 2 Supports R-5381 U-3490 W-8" PLT TYP. Wave TPI-95\R Desl n Criteria• TP1(STD = ZALPINE Alpine LngincctrAl Ptedtfcls,111c. I luilfey .11861 1 "'WARNING•' TRUSSES REQUIRE EXTREME CARE IN fABRICATION, HANOt ING. SNIPPING, INSTALLING AND BRACIN6. REf EN TO 111E 91 (HANDLING INSTALLING AND BRACING), PUBI ISIIED BY TPI (TRUSS PIATk INSTITUTE, 503 O'ONOFRIO OR., SUITE 200. MADISON. YI 53119). f0R SAFETY PRACIICES PRIOR 10 PERFORMING THESE FUNCIIONS. UNLESS OTHERWISE INDICATED, TOP CIIORO SHALL HAVE PROPERLY AITACHEO ST0.UCTURAt PANELS, BOI /ON CHORD SHALL HAVE A PROPERTY ATTACHED RIGID CEILING. IMPORTANT•• fU0.Ml SN A COPY Of TIIIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE f0A ANY OEV HAT I ON FROM THIS DESIGN: ANY FAILURE TO BUIto Iof IN05 SES IN CONFORMATICE YI 111 TY 1; UN FASRICATIN6, If IHG, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TH115 DESIGN CONf ORMS WITH APPIICABIE PROVISIONS Of NO$ (NATIONAL DESIGN SPECIFICATION PUBLISNEO BY IN[ ANI.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. AIPINE CONNEC100.5 ARE NAOE Of 20GA ASTN A653 GR4O GAIT. STEEL, EXCEPT AS RIOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS, AND UNIESS OTHERWISE LOCATED ON THIS OESIGN, POSITION CUNNLCTORS PER DRAWINGS 160 A 1. THE SEAL UN THIS DRAWING IWOICAfES ACCEPTANCE Of PR(H ESSIOMAI FNGINf ERING RESPQN51BIl[it WIRT fall Iff INUSS COMPONfNf OISIGN SHOWN. Ilif SUIIAIIII IIY AN IN (if IIIIS 1:11/11'IININI TOM ANY PANIIIANAN IIIIIIMIING 15 fill III%IIIIN11f111 IMY OI fill IIIIIIIIING IN 11611111, 1'1M AN:111P1 I luH4 %it 11111111 1. 19.0 %to ;A3) m *9-4-0 W3X8 (A3) CRT R-8409 U-5470 W-8' -FL/I/-/-/E/-/- TIC LL TIC DL BC OL BC LL TOT,LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF Scale -.375" Ft. REF R081--57891 DATE 04/28/00 DRW HCUSR081 00111J129 HC-ENG /JWC SEQN - 10685 DUR.FAC. 1,25 FROM JRH SPACINff 24,00 (37576-5H4 2162A - A9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :TI 2x4 SP #2 N: 2 Complete Trusses Required BOT CHORD 2x4 SP #I Dense WEBS 2x4 SP #3 NAILING SCHEDULE: (0.128x3.0_g_nalls) TOP CHORD: 1 ROW @ 12' o.c. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD: I ROW @ 12" o.c. ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO IN EACH ROW TO AVOID SPLITTING. " BRACE ALL FLAT TC @ 24.00' OC, ALL BC @ 24.00" OC. RIGHT END VERTICAL NOT EXPOSED TO WIND. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.63' DUE TO LIVE LOAD AND 0.54' DUE TO DEAD LOAD AT X = 23-4-0. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W5X8 = W4X4 - W6X6 = W2X4 III W6X6 - W6X6 = W3X8 = W5X8 W2X4 T1 6 r W4X8 (83) 3-10-3 W4X4 = HS512 = W4X4 = HS412 = W4X4 HS412 = W5X8 - 9-4-0 W4X4 Ill 1-0-0 �j 7-0-0 I 39-8-0 46-8-0 Over 2 Supports R-3623 U-2330 W-8" R-3712 U=2350 PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STO 19.Ob2 HI 1 E Scale=.1875" Ft. ALPINE "*YARNING— TRUSSES REQUIRE EXTREME CARE 111 FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H18 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0`ONOFR IO OR.. SUITE 200. MAOISON. Y[ 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fU:1110N S. UNLESS OIHERYISE INDICATED. TOP CHORD SHALL HA YE 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 [N CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE bF 20GA A5iM A653 6R�0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO DRAWINGSEACH 160 A0.155. AND IREU SEAL SONT THIS HERW DRAY NGLOCAT I NO RATESED ON SACCEPTANCE OFION PROFESSIONALS PER ENGINEERING ,� / ( �C(:.' S e At �{ j1V OF ' aOR l 6{A} TC L L T C D L BC DL BC LL T 0 T. L D. 20.0 PSF 7 . 0 PSF 10.0 PSF 0.0 PSF 3 7. 0 P S F R E F R 08 1 - - 7186 DATE 0 7 / 1 9 / 0 1 DRW HCUSROBI 01200220 HC-ENG VB/WPF S E Q N - 2016 0 U R F AC 1.2 5 FROM R A Alpine Engineered Products, Inc. P HEne City, FL oduct 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 AN511TPI 1 1995 SECTION 2. . . SPACING SEE ABOVE (31576-5114 2162A - A81 TIIIS DWG I'RIPARID FROM COHP(IIER INPUT (LOADS A OIHENSIONS) SUBMITIEO BY TRIISS HFR. TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 T2 2x4 SP 2400f-2.OE: (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL — 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W6X6 o W5X8 W2X4 AI W6X6 W4X4 W3X6 $ W5X5 s I - VI V A 111 0, a I FA - Imp\ILF A,— h VAA i. VA i PAr IPA Ar 1i W4X8 (B3) ;s W4X4 is W4X4 = W6X6 = W3X8 = W04 = W6X6 = W5X5 W2X4 N 1-0-0 1_ 9-0-0 _I_ 37-8-0 1 Ir. 46-8-0 Over 2 Support R-1792 U-1020 W=8" R-1715 U-990 1 4-10-3 *9-4-0 N_ in PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E - Scale —.125" Ft. ••YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. RE 10 H11 91 (HANULING INSYAIEING ANU tlRACI1IG). PUBLISHED BY TPI (TRUSS PLATE TC L L 20 .0 PSF REF R 0 8 1 - - 5 7 8 8 0 INSTITUTE. 1 8 3 O'ON0, R10 ON., SUI If 200, 8A.ISOM, YI 53719), FOR SAFETY PRACTICES PRIOR 10 Pf 0.F OAMI NG IIIE SE FUNCTIONS. UXI E55 OTHERY I SE IYDICATED, IOP CHORD SHAI1 MAYS PROPERLY ATTACHED P� TC DL 7.0 PSF DATE 04/28/00 SIRUCIUp AL PANEL S. tl0T10N CMORO SNALL HAVE A P0.0PERlY AI 'ACHED it 10 CEII LNG. 'ICJ', '•IMPORTANT'• fURNISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �i1FICgj.W BC OL 10.0 PSF DRW HCUSRO81 00119150 PRODUCTS. INC. SNALL 901 BE RE SPOMSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD 111E TRUSSES IN CONFORMANCE VITA TPI; OR FABRICATING, HANDLING. 5111PPING, INSTAII.ING AND B C L L 0. 0 P S F H C- E N G J W C/ W P F 7ALPINE i BRACING Of TRUSSf S. TIIIS DESIGN CUMF 00.N5 PITH Ap PI. ICAtlIf PROVISIOYS OF MOS (NATIONAL OF SIGN `p l�Qf✓{� SPECIEICAl1UN PUBLI5NE0 By TOE AMEMICAM FOREST ANO PAPER AS SOCIAIIOY) AYT1 TPI. ALPINE MN CONNECTORS ARE MADE Of 20GA AST" A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '; ° t TOT . L O . 37.0 PSF S E CIN - 10602 EACH FACE Uf TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE *f •� DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING A RESPONSIBILITY SOLfLY FOR THE TRUSS CUNPON(Nl DESIGN SHOWN. THE SUITABILITY AND USE Of THIS cQ5"y,.,�� D U R . F A C . 1.25 FROM J R H Alpine EngiETccrcdProducts, Inc. f.O11POMENI FOR ANY PARTICUTAR BUILDING IS IIIE MESPONSIBIIIIY Of TIIF HUIIIIING 1)(SIGMIN, PER RlIY�L IINiTn-sCily,FI. 31944 A11511fPl 11995 SICTION?. SPACING 24.0" 117F79-1;IfA 91t;9A - 17Y MIS DVIG PREPAR0 FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRIISS 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 ALL FLAT TC @ 24.00- OC, ALL BC @ 24.00" OC. W5X8 c W4X4 " W6X6 LAN W4X4 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 T6TAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. W5X8 e W4XB(B3) W2X4 III 1404 1.- W6X6 m W3X8 1= W6X6 = W4X4 sa W2X4 III +9-4-0 W4X8(B3) _ 1-0 0 1- 11-0-0 I_ 24-8-0 _I_ 11-0-0 _1 rc 46-8-0 Over 2 Supports R-1783 U-1020 W-8' R-1724 U-950 P� MEN PLT TYP. Wave TPI-95 R Design Criteria: TP[ STD 19.Ob2 FL 1 E - - Scale —.125" Ft. •-WARN ING " TRUSSES NEOUIRE ETTRENE CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND T C L L 20.0 P S F R E F R d8 1-- 5 7 8 7 7 BRACING. RE Ff0 IU IIIB-91 IHANUI IMG INSTAl11NG ANU URACINGI. PUULISOF UY 11'I (INUSS PLAY fNSTITUiE, 5AJ IT IT NtO ON., SUI If t00, MAOISUM, YI SJ)14). FOR SAID if PN AC Ii CIS PRIOR 10 PI Rf ORMING THESE. IUNCIIOMS. UNLESS DALE RYI$f. IN411CA)CD, TOP CHORD SHA1t IIAYI PNOPINIT AIIACNfO F31PR TC DL 1.0 PSF DATE 04/28/00 STRUCTUAAI PANELS, BOITON CHORD SMALL NAYI A PAOPERII AIIACNEO RIGIO CEIIIf1G. .. "IMPORTANT^ FURNISH A COPY Of THIS DESIGN FO IXE INSTALLATION CONTRACTOR. ALPINE ENGINCIRED S"^"7r• BC DL 1D.d PSF ORW NCLISR081 00119149 PNODUCIS, INC. SNAIL 90T BE RESPONSIBLE FOR ANY D(YIA1104 FROM fill$ DESIGN; ART FAILURE TO }( :C �* Sill 10 111E INUSSES fN C00011MANCf Ulf" TPI; 09 fAtlRICATING, IIA1011ING. SUIPPflIG, INSIAL.LING AND No BC LL d.0 PSF HC-ENG JWC/WPF ALPINE — — BRACING Of TRUSSf S. THIS OC SIGN CONIORMS WITH APPLICAUIL PRUYIStONS Of NOS (NAIIONAL DESIGN $PLC LF ICAI[ON PUBU SHfU tlY IOf AMER(CAM fURLSi ANO PAPER ASSOCIATION) AM) IP1. ALPIN( As CONN'Cl CIONS ARE MAOf DE Of 20GA ASIM A6S3 GRAD GAIY. STEEL, EXCEPT AS 00110. APPLY CONNECIONS TO E TOT . L D . 37.0 PSF S E O N - 10594 EACDRAMINGB I60 A,1. AND NE U SIAI SUNI TH ISSE ONAY MG11NDOCAIESS ACCEPTANC(0Of 1 IRUIESSIONAl ff;GINf ERING � ` �(14 % , N[S/ONSItlII.IIT SDIfly 16R INE INUSS CUMPDBIMI OISIGY SNOYN. {M( SUIIA81111Y AND US{ 0f ID1s �S7UAIAL DUR.FAC. 1.25 FROM JRH Alpine Engineered 0Iy,F Pr 3384 s, Inc. COMPONENT fOR ANY PAMFICUI AN tlUII OIRG IS INt N(SPON$IBII IIt Of illf BOIL DING Of SIGNIN, Pill p IIMiIIaCi(y, FI. 33fi44 ANSIIIPI 1 194� S(Cf10M 1. SPAC I NG 24.0 A/b/b-b114 Z16ZA - A6) IIIIS DWG PIII:PARID FROM COMP111EII INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :142, W9 2x4 SP #2 N: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24,00" OC. 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10,50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC OL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W6X6 o- W6X6 = W4X4 Rai W6X6 W4X8 B3 = W4X4 W6X6 = W4X4 = W6X6 re W4X4 = W4X8(B3) ►-0-0 I� 13-0-0 I 20-8-0 I 13-0-0 46-8-0 Over 2 Supports R-1783 U-1010 W-8" R-1724 U-940 +9-4-0 MW Mu PLT TYP, Wave TPI-95 R Design Criteria: TPI STO 19.Ob2 FL 1 - E Scale —,125" Ft. ^WARNING^ TRUSSES REQUIRE ESTRIN( CARE IN FABRICATION. HANDING. SNIPPING, INSFALI ING AND BRACING. NEf(N 10 IIIU 91 (UANDII96 INSTALLING ANTI BRACING), PUDLISNED BY TPI (TRUSS PLAY TC LL 20.0 PSF REF R081- -57873 INSIIIOIE, 503 O'OMOFRIO on., SUITE 200. MADISON, NI S3719), Fo4 SAftTY PRACTICES PRIOR 10 PE0.f04NING INfSE fUNC110N5. UNLESS OIIIERNISf MIMED. TOP CHORD SMALL HAVE PROPERLY ATTACHED F"F TC DL 7.0 PSF DATE 04/28/00 Sf0. UC IU0. AL PANEL S, FICTIONS CHONO SMALL NAY( A PROPERLY ATIACHIO RIGID CEILING. f•.....•(,� '•IMPUHTANT•• fURNISN A COPY OF Tql$ Of SIGN 70 THE INSFAlLAT104 CONTRACTOR. ALPINE ENGINEERED w'a B C D L 1 0.0 P S F DR W HCUSRO(11 001191�8 PRODUCTS, INC. SMALL NOT BE 0.f5PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOV F•• ALPINE BRACTItO THE TRUSSES IN CO THIS DESIGN YIIN TPI; OR FABRICATING. PROVISIONHANDLING. SHIPPING. ( )"STALLING AND *� BC LL 0.0 PSF HC-ENG JWC/WPF BR A[I NG Of TRUSSES. THIS [$ OE $IGR CONE 00.M5 PITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN CY�rlid( SP ECI(ICATION PUBLISHED Of THE AMERICAN fOR(Sf AND PAPER ASSOCIATION) AND TPI. ALPINE AR - CONNECFORS ANf HAOE Uf 'TOGA ASIN A663 GNAO GAIV. STEEL, fACEPF NOIto. APPLY fUNNtC10N$ TO TOT . L D . 37.0 P S F S E Q N 10590 EACH FACE OF FgUSS, AMU UNLESS 0 II(RN151 'a Alt ON IBIS Of SI......, S,110. CONNECIONS PER • S'[A1'� GRAN INGS 160 A 1. TIIt SEAL UN ]HIS GRAYING INUICATES ACCEPTANCE Of PNUFESSIONAI ENGINtf RING `.�t)R1�%'•0 AlpiucEngil►ccfcflPEElLlucts,lfic. RESPOYs19ulTr solEtY FOR 1HI 1NUSS COMPON(NI OtSIGN SHOWN. THE SITIIANIIIfI ANn uu at IBIS -So;T OUR.FAC. 1.2%F5TY FROM JRH IIUIIICMclly,ll. 3]R4a L'UMPONEMI H10. ANY PANIICUTA0. HUIIOING 15 LIT! NfSI'ONSIN111(Y Ilf TiltN F UIIUIFf. fIISIGN)It. PIN SPACING 2f�,11" _ 3/0/0'ST14 ZIOZA - A5 INIS UWG PREPARED ERUM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MtR. TOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, T3, T4 2x4 SP 2400f-2.OE: W4, W6, W8 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W4X8 (B3) 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL — 5.0 PSF. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W5X8la W6X6 = W5X8 _ nvnv = 9-4-0 V44AC3�13J) _ 1"0-0 a I_ 15-0-0 J _ 16-8-0 J _ 15-0-0 I =1783 U-1003 W=8" 6-8-0 Over 2 Support R-1724 U-935 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.9b2 HI 1 - E - Scale =.1875" Ft. WARN I "BRAG NG.G"REFERUTOEHI8E911RE EXTREME CARE (HANDLING INSTALLIINGBAND BRACING). PUBLISHEDIBYITPI IN( (TRUSS INSTALLING E TC LL 20.0 PSF REF R081- -7183 INSTITUTE. SB3 G'ONOFR"' OR.. SUITE 100. MADISON. AT 13111). FOR SAFETY PRACTICES PRIOR TO �p PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEO, TOP 'WORD SHALL HAVE PROPERLY ATTACHED p• P T C D L 7.0 P S F DATE 0 7/ 1 9/ 0 1 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED St" BC DL 10.0 PSF DRW HCU$RO81 01200219 PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I No, 22M BUILD NE iAUSSES IN CONFORMANCE MITN TPI: OR FABRICATING, MANOL ING. SHIPPING, INSTALLING AND *�`p ALPINE BRACING OF T0.USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN AR BC L L 0.0 PSF H C- E N G V B/ W P F SPECIFICATION PUBLISHED BY THE AMER CA FOREST AMD PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AST14 A653 GR{0 GAL Y. STEEL. E7(tEPT AS NOTED. APPLY CONNECTORS /0 � MTE 07 = TOT . L D . 37.0 PSF S E O N - 2011 EACH FACE OF TRUSS. AMO UNLESS OTHERWISE LOCATED OHJOIC TN[5 DESIGN, POSITION CONNECTORS PER .( .�taa�rlo ING RESPONSIBIDRAWINGS LITY SOLELYIFORSTHE TRUSSIC COMPONENT DESIGNISHOWNCEPTATHE SUITABILITYPROFESSIONAL AND USEIOFETHIS oI'lA�- D U R . F AC . 1.2S FROM RA Alpine Engineered Products, Inc. COMPONENT FOR ANY PARTICULAR BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Haines City, FL 33844 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0° (37576-5114 2162A - A4) (IIIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5, W6, W7, W8, W9 2x4 SP #2 N: (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE `WARNING' NOTE BELOW. 110 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG. NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRABE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W2Yd IN W6X6 ;r W4X4 im W6X6 --� W2X4 III W4X8 (B3) f= WZX4 IN W5X8 = W4X4 = W4X4 = 1,15X8 i W2X4 IN W4X8 (B3) ra t aD u t� 17-0-0 1 12-8-0 1 17-0-0 1 fE 46 8 0 Over 2 Supports R=1783 U=I000 W=8" R-1724 U-930 +9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E - Scale a.125" Ft. WARNING— TRUSSES REQUIRE E1TAE"f CARE IN FABRICATION. HANDI ING, SNIPPING. INSTAIJIN6 AND BR .:As lY6. AMR 10 H16 91 (MAMIMING INSIAIIIN6 AND BRACING), PUBl ISH(D BY IPI ()RUSS PIAlt TC LL 20.0 PSF REF R081--57867 INSTI)UIE, 5B3 O'UNO(R 1. DR., SUIIf 700, Is .,SO.. WI Will). (UR SAFETY PRACTICES PRIOR 10 Pf0.(ORNIN6 THESE fUNt 110M5. tlMt ESS O..IANISE INOICAHO. TOP CUUN.D SHAtl HAVE PROPERLY AI(ACH(O TIC O L 7 .0 PSF DATE 0 4 / 2 8 / 00 S10.0f ltlR AE PANEL S, BOTTOM CNORO Al( NAVE A PRT AT IACMfO RIG10 CE II IYG. _. P. "IMVON TA NT" FUNMI SM MAN( O...... S DESIGN 10.12f IMSI M.I. All OR CONTR ACI UN. AIPINE (NGIN(IREDcS�j� BC DL 10.0 PSF DRW HCUSR081 00119146 PRODUCTS. INC. SHAI.I YUI N( Rf SPUNSIBIE FOR ANY IIFYIATION FROM IIIIS DESIGN; ANY (AIIUYC TO C14-F BOIIO TNf IRNSS(5 IN Coat 04MANCt WITH TPI: 110. 1, NICA T it;. BAR III IMG• SHIPPING. INSIAl1 INF, AND 140, ALPINE GRACING OF TRBSsf S. 11115 01 SIGN CONIURMS WI Ill APPI ICABIE PROV1510N5 UI' YOS (NAIIUNAI DESIGN AR BC LL 0.0 PSF HC-ENG JWC/WPF SPECIFICATION PUBt.ISHEU B. THE AMENICAN fORESI AND PAPER ASSOCIATION) AND 1P1. AIPIN( CONNECIORS ARE MADE OF 70GA AST" A663 G940 GAtV. STEEL. IlC(PI AS NOTED, APPLY CUYNfCTURS TO TOT . L D . 37 .0 PSF S E 0 N - 10578 CACN FACE Of TRUSS, AND UNLESS OI"E0.MISE EIM:AIfD ON THIS DESIGN, PUSIIION COMN(CIOAS PfR g'T%.,T.�E.eE DRABINGS 160 A-1. THE SEAT UM THIS DRAWING INDICATES ACCEPTANCE Of PR01(SSIONAI fNGIN1IRING �.AM�r'" ` DUR,FAC, 2.25 FROM JRH R(SPOISIBIIIII S(ItIIY ION I"t INUSS CUNP11N1N1 DESIGN SN(11{N. 191 SUIIAKII III ANTI 0St (11 IRIS • Alpute EngllxxTc(i PT(k11tcIS, Inc. �_n IlatuLs Vily.H. 11&l4 C'OMhOMI N) fIW ANT PAYIYI:Ht AM H11111)I NG IS 1111 RI tiPIWSIR 1111T O1 1111 NIY II IIING III SII:N/N, PIN SPACING Zq,ON AySI/fP{ 1 1•Y•�5 SI I:I It1M 7. 1 '- (3,7576-5114 2162A - A3) IIIIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N :141, W2, W3, W11, W12, W13 2x4 SP #3: (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING" NOTE BELOW. W5X8 = W2X4 III W5X8 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL — 5.0 PSF. (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, GRXOE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0,1280" GUN NAILS @ 6' OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL 8C @ 24.00' OC. W08(83) WZX4 III W6X6 m W4X4 = W3X8 = W6X6 = W2X4 IN W4X8 (83) W4X4 = 1-0-0 k 19-0-0 _1_ 8-8-0 _1_ 19-0-0 _( 6-8-0 Over 2 Supports R-1783 U-990 W-8" R-1724 U-920 PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD 19.Ob2 _ "WARNING* • TRUSSES REOUIRE EYTRENE CARE IN FABRICATION. HANDLING, SNIPPING, INSTALLING AND BRACING. Rtf IN To 1111 91 (HAMOIING INSTALLING AN) BNACING), PUBLISHLU III III (1NUSS PIAIE IN 5tl7 D'ONOF0.I. OR SUITE 100, MAOISOM, YI 577191. i0q SAf ETY PR ACTT C'E$ PRIOR 10 PERf ORMING THESE FUNCTIONS. Uit ES OIIIE RYISE INOICA TED, TOP CHORD SNAIL "AYE PROP[RLY AiI ACHE �""pp STRUCTURAL PANELS, NOTION CHORD SNAIL IUVE A PROPERLY ATiACI1ED R161U CEILING. •(fJ� P. ••IN!'ORTANT•• FUNMI SN A COPY Of TN IS OE SIGH 10 THE IMST AI.I. AiiUN CONTRACTOR. ALPINE ENGINEERED o PRODUCTS, INC. SNAIL NOT RE RESPONSIBIE FOR ANY OEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE INusSES IN CONFORMANCE YIIN TPI; OR FABRICATIO6. HAROIING. SNIPPING, INSTALLING AND *i jlg A L PINE BRACT N6 OF TRUSSES. THIS OESI6N CONf ORMS WITH APPIICAUIE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBIISNEO a THE AMERICAN fOAE Sf AND PAPER ASSOCIATION) AND TPI. ALPINE R CONNECTORS ARE NAD£ Of 10GA AST" A653 GRfO GALV. STEEL, EICEPI AS NUIEO. APPLY CONNECTORS TO I EACH FACE OF TRUSS, ANO UNLESS O1ME0.Y1SE LOCATED ON THIS DESIGN, POSITION CONNECIORS PER STATIE DRAWINGS 160 A 1. THE SEAT ON THIS DRAWING INDICATES ACCEPTANCE Of PROfESS10NA1 ENGINEERING '. RFSPONSIBIIIIY SOIEIT FOR 111E TRUSS COMPONENT OtSIGN SHOWN. IIIE SUIIABIIITI AND USE OF 1111S Alpine Engincercd Products, Inc. 8S/ONAL 1TDII N•YCIly,I'1. 311144 COMPONENT TOR ANY PARfICUTAH BUIIIIIMF, 15 LOT NLSPIINSIDIIIIY Of IIIL UIIIIIIING 11(SIGNIR, PIN AN5111PI I1995 SICIIUN?. .-:<:._... W 9-4-0 CIN) FL 1 E - - Scale -.125" Ft. TC LL TC DL BC OL BC ILL TOT.LO. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--57863 DATE 04/28/00 DRW HCUSR081 00119145 HC-ENG JWC/WPF SEQN - 10573 DUR.FAC. 1.25 FROM JRH SPACING 24.0" T.1171O-DI14 ZIOZA - AZ II115 (IWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5, W6, W7, W8 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W6X6 Ta W 5 X 8 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL < 5.0 PSF, WIND BC DL m 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W4X9 83 WZA4 1N WbXb Es WJA6 _= W4X4 1= W 6 X 6 a WZX4 N ( j Ea W4X8(83) F. 1-0-0 21-0-0 _-)-4-8-0_1_ 21-0-0 r. 46-8-0 Over 2 Supports R-1781 Wa8" U-980 R-1761 Wa8' U-980 9-4-0 01F U PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD) 19.Ob2 FL 1 E - Scale -.125" Ft. '.•• WARM IMG' • TRUSSES NIGHT" ELTNf NE CARE IN FABRICATION, HANOI. ING,. SNIPPING, INSTAIIING AYU BRACING. REf(R TO NIS 91 (HANDLING INSTALLING AND &RACING), PUBLISHED by TPI (TRUSS PLATE TC L L 20 .0 PSF REF R 08 1 - - 5 7 8 5 5 tN51ITO[(,. $03 D'ONOFRIO D4.. SUITE 200. MADISON. NI 53719). FOR SAf EIT PRACTICES PRIOR TO 11:f ORHING THESE. FUNCTIONS UNLESS OTHERWISE IROICATf O, TOP CHORD SNAIL HAVE PROPERLY ATTACHED �p P T C D L 7.0 PSF DATE 04 / 2 8 / 00 STRUCTURAL PAYEES. BOlfO CHORD SMALL NAVE A PROPERLY ATTACKED 11610 CEILING. /.. woe SANI^ FURNI SN A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 't1FICg7..;b 8C DL 10.0 PSF DRW HCUSR081 00119143 PH VC] INC. SNAIL NOi BE RE SPUNStNI FOR ANY DEVIAFIOY FROM TNIS DESIGN; ANY FAILURE TO lM• SO THE T0.tlS5E5 IY CONfORNARCf &ITN TPI; 00. fAil AT, YG, HANDLING. SHIPPING. INSTALLING AND ALPINE BAAC IN6 AT T0.USSES. 1N lS DESIGN CONTOR S WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN *' p BC LL 0.0 PSF HC-ENG JWC/WPF SPECIFICATION PUBLISHED MY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE R CORRECTORS ARE HAOE Of 20GA ASIR A6S3 GIRD GAIX. STEEL, EYCEPF AS NOIEO. APPLY CONNECTORS TO TOT . L O . 37.0 P S F S E Q N - 10564 EACH FACE Of TRUSS. AND UNLESS Ol"ERWISE LOCATED ON IRIS DESIGN, POSITION CONNECTORS PER • 6TAi'E r• P gRAWINGS 160 A -I. THE SEAT. OY IRIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING 8` DUR.FAC, 1.25 FROM JRN AI Inc En inaxcd Products, Inc.InC. RISPONSIYII ITT SOLELY FOR TNT TRUSS COMPONENT Of SIGN SHOWN. THE S011A81111T AND 05E Of THIS a17pN C E 5 IIYines City, Fl. 11844 A115111PI FOR ANY PAAlISECTION WI AR tlU1101NG IS IRE YLSPUYSINIIIIr Of THE BUIIUING 0 SIGYIN, PfN S PAC I N G 2 A . 0 0 ANSI/TPI 11955 Sf CTIOY 1. - (37576-51­14 2162E - AIA) TOP CHORD 2x4 SP #2 N ;TI 2x4 SP #1 Dense: J5 2x8 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W4, W5, W6, W1, W8, W9 2x4 SP #2 N: :Rt Wedge 2106 SP #2 N: CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LOAD AND 0.22' DUE TO DEAD LOAD. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. (1) 2x8x 5- 6- 0 SP 2400f-2.OE SCAB AT RIGHT ENO. ATTACH SCAB TO FACE OF CHORD WITH: 0.128x3.0_g_naI1s @ 8" OC, PLUS ADDITIONAL NAIL CLUST(�P0 W. BRG.: (5), HEFI: fill I<t T r DAur1. .7, W3X6(A1) s W04 AI 1111S ONG PREPAREI) FROM COMPUTER INPUT (LOADS E DIMENSfONS) SUBMITTED BY TRUSS MFR. NEGATIVE REACTION(S) OF -746# MAX. (SEE BELOW) FROM A NON -WIND LOAD CASE REQUIRES UPLIFT CONNECTION. 110 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00 OC, ALL BC @ 24.00' OC, WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE W6X6 ; BELOW. —L v W4X4 a A) 10 W2X4 III W6X6 a W5X14 (82) T= W8X12 a --r-6-10-0---J 3-1I 1-14_I 21-0-0 4 8 0 17-0-2 35-0-0 (I( 5-8-2 46-8-0 Over 3 Supports I R-369/-747 U-160 W d,961 U-1510 W-8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD "MARKING•• TRUSSES REQUIRE (ITNENE CARE 1/ FABRICATION, WANGLING, SHIPPING, INSTALLING ANO BRACING, REf EN TU file 91 (NAMDLING INSIAIIING AND BRACING). PLEI. 1$0111 Of FPI (INUYS Y1.All INSTIiUIE. 663 O'ONOfR10 OR., 111T( ZOO, MADISON. WI 63719). FOR SAFETY 1'x ACfICE5 PRIOR 10 PERf ORNING YNESE fUMCI ION S. UNLESS UTHf RWISE INDICATED, TOP C11090 SNAIL NAYS PROPERLY ATTACHED S IRUCTURAI PAMEI S, BOiIOM CNORO SHALL MAYf A PROPERLY ATTACHED 91610 CEILING. •IHPOR.TANI•• FtlRNISH A COPY Of TI115 OE SIGN TO THE INSIAfi ATION CONTRACTOR. ALPINE fN61N(fREO ,PRODUCTS. INl'. SNAIL NOI BE llt Pfl staff FOR ANY BEYIATIUN FROM IRIS DESIGN; Alit FAILURE f0 ALPINE Btl ItD IHt IRUSSES IN CONfORNANCE YIIN FP 1: DM tABRiCAII NG, NAk11f ING. SNIPPING, INSIAIIING ARn BRACING Of TRUSSES. IRIS DESIGN COMf011NS WITH APPLICANI( Pgkol NG' Of NOS (NAIIUMAI DESIGN So IFICAIION aURIISwfO BY 1NE AMERICA% FOREST AND PAPER ASSOCIATION) AND TPI, A1P1Nf CONMCC' ORi ARt MADE Of 20GA A$IM A663 G410 GALY. SIEEI.. EICEPT AS Molt O. APPLY CONNECIORS 10 f ACH FACE Of TRUSS, AMO UNLESS OfIERMISE LOCATED ON THIS DESIGN. POSITION CONNECIORS Pfa DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROI(SSIONAI fNGINILRING Alpine EngitTCCTCEI PTOdaclS,Inc. RfSPOMSll 1N IUIIIIY SOIELT to* TRUSS CONFOIIENt UESICN SHOWN. THE SUIIANIIIIY AND USE Of Jill$ 114inds City, F1, 33844 [DNPDNf NY1 FOR ANr PARlStETfUNlItlI AN buff DING IS flit NI SPON$IM II I I T (it IHt 81111Hi kG lit tG it(NI R, PI _ AMSII(al f'f9h ?. 0-4-3 *9-4-0 R-1293 U-720 W-8" 19.Ob2 FL 1-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF 8C DL 10.0 PSF 8C LL 0.0 PSF TOT.LO. 37,0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale-.125"/Ft. REF R081--56844 DATE 04/28/00 DRW IICIISR081 00119160 HC-ENG JWC/WPF SEON - 10558 FROM JRH (61230-5U5 2162A - AIA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2, W4, W5, W6, W7, W8, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 3X( 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 6X6= 3X4 10 v�v v v — 5A0_= 0AII" _ 6X6_ 6X6= �1) 9-4-0 R=-158 U=180 W-8" R=1442 U=850 W=8" 100 1rr 6-10-0� 1 21-0-0 _1, 4-8-0 _1, 21-0-0 35 0 0 TzooT 5-0.0_ -rz0-0f 280 R-2277 U=1181 W=8" 46-8-0 Over 3 Supports PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=.1875" Ft. *WARNING*• TRUSSES REOUTRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND T C L L 20.0 P S F REF R O 8 1-- 9 7 8 93 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING)• PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OMOFRIO DR., SUITE 200,. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION 5. UNLESS OTHERWISE INDICATED,. TOP CMORO SHALL HAVE PROPERLY ATTACHED �p P. F TC DL 7.0 P S F DATE 0 2 / 2 6 / 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT' FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Slrti BC DL 10-0 PSF DRW HCUSR081. 03057422 PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OE VIATION FROM THIS DESIGN, ANY FAILURE 10 lMj* BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND • N0. ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN *' BC L L 0.0 PSF H C E N G V B/ W P F SPEC Tf IC ATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �{ e T 0 T . L D . 37.0 P S F S E 0 N - 1512 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `STAM O t\ DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ��',.✓� Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.2 5 FROM J R H _ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Certificate ofAuthorizaTiou#567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1SOM081_Z52 (61Z30-SU5 2162A - A1B) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2. W4- W5. W6. W7. T1 2x4 SP #1 Dense: 81 2x4 SP #1 Dense: W8, W9 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 3 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6 X 6 =_ 6X6= 3X4 M OAle s 5Xt3_ 5X8= 6X6= 9-4-0 R=616 U-419 W=8" R-1392 U=670 W=8" R=1554 U=894 W=8" T d E 7 9- 11 � 1-0-0 21-0-0 _(_ 4-8-0 _1_ 21-0-0 FE 35-0-0 13_o_o I_ 5-0-0 13.0-01 2-8-0' 46-8-0 Over 3 Supports J PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 0 8 1.- - 9 7 8 9 4 BRACING. REFER TO 4I0-9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE l ITST I TOTE. 583 O'ONOFRIO DR.. SUITE 200, MAOISON. WI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� P F T C 0 L 7.0 PSF DATE 0 2 / 2 6 / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y G� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1l'S'`'( ��% 8C DL 10.0 PSF DRW IICUSR081 03057423 PRODUCTS. INC. SHALL Nof BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `r(YL �:` 8U(LO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND Na ALPINE BRACING DF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN *�© B C L L O.O P S F H C E N G V B/ W P F SPECIE IC ATION PUBLISHED BY THE ANfRICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE E CONNECTORS ARE MADE OF ZOGA ASTM A653 GR00 GAIv. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T O T. L D. 37.0 P S F S E O N - 1518 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERA� DRAWINGS 160 A-Z. THE. SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING'.••�2C.. r D U R . F A C . 1.2 5 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISiprypL _ Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, I FLCertificate ofAuthorization #567 ANSI/TPI 1199S SECTION 2. SPACING 24.0n JREF 1SOM081_Z52 (61230-5U5 2162A - AIC) THIS DUG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W3, W5. W6, W7, W8, T1 2x4 SP #1 Dense: B1 2x4 SP #1 Dense: W9, 1410 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6' OC. (A) IX4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg. located anywhere in roof, wind TC OL = 5.0 psf, wind BC OL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. ' WARNING: furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 6X6= 6X6= 9-4-0 — —IN ,— 6X12; 6X6, 4X6= 6X6= 6 X 6 =_ _I 1V0F l 0-0 9-9-11 I21-0-0 _— 4-8-0 _- 21-0-0 _i Ic 35-0-0 1 2-o-D f 5-0-0 ) 2-o o 2-8-o f I` 46-8-0 Over 3 Supports _I R-2315 U-1176 W=8" R=86 U-180 W-8" R-1293 U-776 W-8" v PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 QTY:1 HI 1 E - Scale=.1875" Ft. "NARkiNG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20. 0 P S F REF R 0 8 1-- 9 7 89 5 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MA0150N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERViSE INDICATE., TOP CNORO SHALL HAVE PROPERLY ATTACHED TC D L 7.0 P S F DATE 0 2/ 2 6/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEII LNG. �..+..� ..IMPORTANT;,. ' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED SiFK;gp..� B C OL 1 0.0 P S F D R W HCUSR081 03057417 PRODUCTS. ISHALL 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 *� "0. BC L L 0. 0 PSF H C - E N G V B / W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIOMS OF NOS (NATIONAL DESIGN f�YW�1(NAE SPECIFICATION PUBLISHEDBY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND, TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 1 i T 0 T. L D. 37. 0 P S F S E O N - 1523 EA CH$TIITE i DRAWINGSFAC160 Aa ZSS. AND THEU5E ALSONOTHERWISE BRA N/NGT INDICATE STHIS ACCE PTANCE OFPOSITION PROFf SSIONALCONNECTORS ENGINEERING'.3+•,t.. �� Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SF10NA1 0 U R . F A C . 1.2 5 FROM J R H Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Certificate of Autborintion # 567 ANSI/TPI 1-1995 SECTION 2. - SPACING 24. 0" JREF - 1SOM0$1_Z52 (61230-5U5 2162A - A2A) THIS DWG PREPARED fRUM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MER. Top chord 2x4 SP #2 N 110 mph wind, 15.00 ft mean hgt, SBC. ENCLOSED bldg, located anywhere in Bot chord 2x4 SP #2 N :BI 2x4 SP #1 Dense: roof, wind TC DL = 5.0 psf, wind BC DL a 5.0 psf. Webs 2x4 SP #3 :W4, W5, W6, W7, W8 2x4 SP #2 N: In lieu of structural panels or rigid ceiling use purlins: to brace all - (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) flat TC @ 24" OC, all BC @ 24" OC. scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with Deflection meets L/360 live and L/240 total load. Creep increase factor 0.1280" gun nails @ 6" OC. for dead load is 1.00. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally WARNING: Furnish a copy of this DWG to the installation contractor. spaced. Attach with (2) 8d nails. Bracing material to be supplied and Special care must be taken during handling, shipping and installation of attached at both ends to a suitable support by erection contractor. trusses. See "WARNING" note below. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 6X6= 6X6= 3X8 * 3X4� A W W 6 r— (A) 6 X 6 (A) (A) 6 6 X 6 W (A} (A) (A) W6 W8 9-4-0 81 3X6(A1) = 2X4 HI 3X8= 3X4= 6X6= 6X6= 2X411171 3X6(A1) R-277 U=238 W=8" R=2121 U-1084 W=8" I MF 13-6-0 ,I R=1109 U=669 W�8" 1_ 21-0-0 _I_ 4-8-0 _1_ 21-0-0 _I VE 46-8-0 Over 3 Supports —1 PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=.1875" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANG BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0. 0 P S F R E F R 0 8 1-- 9 7 8 9 6 INSTITUTE. 183 D'ONOFRIO DR.. SUITE 260, MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '"IMPORTANT"ANFURNISH 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 �a P. \Iti F :� TC DL BC DL 7.0 P S F 1D.D PSF DATE 0 2/ 2 6/ 0 3 — DRW HCU$H08I 03051418 H G E N G V B/ W P F A L P I N E -- BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WI1H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByTHE AMFR ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AS TN A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 ►ID. *'ie AN B C L L T 0 T . L D . 0.0 PSF 37. 0 P S F S E O N - 1526 0 U R . F A C . 1.2 5 FROM J R H Alpine Engineered Products, Inc. HaiDeS City,FL 33844 FLCertificateofAutborization0567 DRAWINGS 160 A-2. THE. SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING(" RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. �COF1Ie'f S%A G SPACING 24. 0" JREF - 1SOM081_Z52 (t11Z3U-5U5 M3ZA - ASA) Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4, W5, W6, W7, W8, W16 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 6X6= T3 I MIJ UNU YKLYAMtu rKUM LVMrUItM IMYUI (LUAUJ 5 UIn[M.' rUM3) JUDnIIILU a INUJa nrK. 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC OL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. 6X6= 03A 17 1-3-5�13-4-0 5X8= 2-4-0 1 9-4-0 3X6(A1) 4X4= DAD= R=503 U=308 W=8" R-1671 U=865 W=8" R=1062 U-632 W=B" 1�a of 13-6-0 19-0-4 _I_ 8-8-0 _(_ 9-1-8 _�, 6-2-4 _1 1 43-0-0 Over 3 Supports _� Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=.1875" Ft. —WARNING`" TRUSSES REOUfRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0. 0 P S F R E F R O$ 1-- 9 7 8 9 7 8RACING. REFER TO HIB-91 (HANOIING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONor'TO DR.. SUITE 200, MAOI SUN, NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p TC OL 7. 0 P S F DATE 0 2/ 2 6/ 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.,.....•• -- "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO INC INSTALLATION CONTRACTOR. ALPINE ENGINEERED TiFIGgT+� BC DL 10.0 PSF DRW HCUSR081 03057419 PRODUCTS, INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i� F i* (�' 8U IL THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN (/JOIy/1�9EI B C L L 0.0 P S F H C- E N G V B/ W P F SPECIE IAT[ON PUBU SHED BY iMf AMfRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO�,STA�+ T 0 T. L D. 37.0 P S F S E Q N - 1529 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER gyp•• RCR4��'1 OR AWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � •.« D U R . F A C . 1.25 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISHaines City, FL 33844 FLCertifipltofAuthorizatOnNS67 ANSPOTPI 1-1995NSECTIONC2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24. 0" JREF - 1SOMO81_Z52 (61230-5U5 2162A - A4A) THIS DWG PREPARED FROM COMPIIILR INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 I:W4, W5, 146, W7, W8, W10 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be isame size, species, grade, and 80% length of web member. Attach with 0.1280 " gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 110 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL — 5.0 psf. Right end vertical not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TC @ 24" OC, all BC @ 24" OC. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. 5X8= 3X4= 6X6= T 2-3-7 f13-4-0 2-4-0 1 1= 9-4-0 1-4X4= DAD= 3X6(A1) R-488 U=272 W=8" R=1693 U-947 W=8" R-1056 U-657 W=8" I o�E 13-6-0 _I I 17-0-0 I 12-8-0 I 5-1-8 I 8-2-8 I 43-0-0 Over 3 Supports 05-1 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=.1875" Ft. •'WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20. 0 P S F R E F R 0 8 1 BRACING. REFER TO HI6-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200. MADISON. NI $3719), FOR SAFETY PRACTICES PRIOR TO PERf OR N ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7. 0 P S F DATE 0 2 / 2 6 / 0 3 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �P ..IMPORTANT;; " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Z1HCgTti BC OL 10.0 PSF DRW HCUSROBI 03057420 PRODUCTS, I. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTA1.tIHG AND B C L L 0.0 P S F H C - E N G V B / WP F 7ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE �(jjAR CONNECTORS AR.E. MADE Of 206A ASTk A653 GR00 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO y� T 0 T. L 0, 37.0 P J F S E 0 N - 10585 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STRT�f 2 DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM J R H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _JlQNA1_ Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCertifuateofAuthorizationt7567 ANSI/TPI 1 1995 SECTION 2. SPACING 24.0" JREF 1SOMO81_Z52 01LJU-5U5 CLbLA - At)A) IHIJ UWU YMLYAKLU rMun LUMrUILK IRrU1 tLUAUJ 6 UInLHJIUHJ) JUOnIIILU O1 InUJJ nrn. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W5, W7 2x4 SP #2 N: (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" OC. (A) 1X4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 6X6= 11.0 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. In lieu of structural panels or rigid ceiling use purlins: to brace all flat TIC @ 24" OC, all BC @ 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. NOTE: LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. 3X8= 6X6= i 1-2-3 13-4-0 2-4-0 i 1X6= 3X6(A1) = 6X6= R-335 U=269 W=8" R-1914 U-946 W=8" R=987 U=617 W=8" 1-0-0 13-6-0 1 _ 15-0-0 14-8- i C_ 43-0-0 Over 3 Supports Note: All Plates Are W2X4 Except As Shown 0�) - PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.13 OTY:1 HI 1 E - Scale=.1875" Ft - "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATND T C L L 20.0 P S F R E F R 0 8 1-- 9 7 8 9 9E INSTITUTE, 563 D'ONOf RIO DR., SUITE 200. MADISON. W) S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATE6, TOP CHORD SNALI. HAVE PROPERLY ATTACHED P. F T C D L 7. 0 P S F DATE 0 2/ 2 6/ 0 3 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y►y,"Q .+ `PROOUCMP TS. INC. SHALL NOTSH ABECOPY RES ONSIBLE FORGNANY T EVIATIOINSTALLATION THISCONTRACTOR. DESIGN; ALPINE FAILUREENGINEERED '(IRC,,,�Tti* BC DL 10.0 PSF DRW HCUSR081 03057421 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR. FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7ALPINE . BRACING DF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN ,�,1 BC L L 0.0 P S F H C- E N G U B/ W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IN . ALPINE AN CONNECTORS ARE MADE Of 2DGA ASTM A653 GR40 6ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T O T . L D . 37.0 P S F S E 0 N - 1535 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS vER^ e,j ---- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGp'�,,OA�"'' Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS AL OUR. F A C . 1.25 FROM J R H Haines City, FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER FLCcrtificateofAuthorizadonil567 I ANSI/TPI 1-1995 SECTION 1. SPACING 24.0" JREF 1SOMO81_Z52 (37576-5114 2162A - A7A) TOP CHORD 2x4 SP #2 N :T4 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00' OC, ALL BC @ 24.00" OC. 1111S OWG VREPARLD fROM COMPUTER INPUT (LOADS d DIHfNSIONS) SUOMITTED BY TRIISS HfR 110 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WINO TC OL = 5.0 PSF, WIND BC OL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X8 = W04 s W6X6 = W 4 X 4 = W5X8 s (6 T 2 9-4-0 W4X6 (A2) = WZX4 11 W4X4 im W6X6 in W3X8 W6X6 To W4X6 (R) M W2X4 IA to o i_ 11-0-0 I 24-8-0 I 7-4-0 I 43-0-0 Over 2 Supports R-1657 U-940 W-8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STO "WARNING-- TRUSSES REQUIRE EXINfME CARE IN FABRICATION, NAIR ING, SHIPPING, INSTALLING AND BAACING. Rf FER TO NIN 91 (WANDL.ING INSTAtl1NG ANU BRACING), PUBL1SgfU BY )PI ()NUSS PLAIE 11,$1 TU1f, so O'ON0f 110 BR., SUlif 200, "AOI SON, WI 63719). FOR SAFELY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OINENWISE INDICATEO, TOP CHORD SNAIL HAVE PROPLRI.V ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT" FURNISH A COPY Of IRIS DESIGN TO THE INSTALLATION CONTRACTOR. Al Plilf (NGINE(RED PRUIMIC 16- INC. 5MALl N01 tlE RE5PWR51R1A FOR ANY DEVIATION FROM IRIS Of SIGN; ANT IAIIURf TO BN IIU IN f 1RtlSSES IN .ONIORMAWCF WITH IPI; OR FABRICATING, HANOl1NG. SNIPPING, INSIAIII"G ANT) ALPINE BRACING OF IRU55f5. IN 15 DISIGN CONE URNS Willi APPTICABIE PROVISIONS OF ROS (MAIIUNA1 DESIGN SPf CIFICATION FINIL(SHED 81 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1. AT PINE CONNf CIORS ARE MADE OF 20GA ASTM A653 GRTO GAIT. SUIT. EXCEPT AS NOTED. APPLY CONNf CIORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION COANf C10RS PER DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROIESSIONAI. (NGINELRING Alpine FnR lueEcd {'(Exlucls,tllG. RfSPONSItlIIIIT SOLELY FOR IRE INbSS CO"PONfNI DESIGN SHOWN. (ITf Sul IANIIITT kNO tlS Of IRIS I Ia111Cei'il ed duct RESPONS16 1 ARV PANT It: uI AM IIU II 1/1 NG I5 Iiit N1 sPea.1111111Y UI 111 Hu 11111 NG Ill..lima, Pill AM=IIIP1 I I'i46 R-1579 U-870 19.Ob2 FL 1 -/E/-/- TC LL 20.0 PSF R. *r~* TAR TC OL BC OL BC LL 7.0 PSF 10.0 PSF 0.0 PSF STATES TOT.LD. 37.0 PSF OUR . FAC. 1.25 SPACING 24.0" PAP U Scale-.125"/Ft. REF R081--57887 DATE 04/28/00 DR W UCUSROat 0o119140 HC-ENG JWC/WPF SEQN - 10660 FROM JRN 17576-5114 2162A - ABA IIIIS OWG PRIAIARIO IROM COMP01I 1 INPUT (ROADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, 73 2x4 SP 2400f-2.OE: BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W3, W9 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB-S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3' GUN NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. W9Ya a W5X8 m 144X4 s W6X6 m 144X4 = 110 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC OL a 5.0 PSF. (A) IX4 #3 HEM-F[R OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X8 is I ICI 1 I W4X6(A2) as 4X4 (R) d/ 144X4 = 146X6 m W3X8 - 146X6 = W3X6 - W2X4 w 1-o-n 9-0-0 I 28-8-0 I 5-4-0 I f4 43-0-0 Over 2 Supports R-1657 W-8" R-1579 PLT TYP. Wave TPI-95\R Design Criteria: TPI(STD = ZALPINE Alpine Fminmed Products, Inc I IRill � E IIy I I. 13R I4 —WAR NING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATE ON, DANOt. ING, SHIPP116. INSTAIIING AND BRACING. REFER TO HIS 91 (NANUI.ING INSTALLING AND BRACING), PUdt ISHEO BT 1P1 IT BUSS Pt ATE I MSTiTU'lt. S83 O'OMOfRIO (H1U SUITE T00, MhO150M, MIFOR SAFETT PRACIIC(Z PRIOR TO INFORN{NG iNESE I C1toR5. UNtf SS Of NERW15f INWIC A TED. lop CNORO SNAII SAYE PRDIf RIY AiIACNfO SIRBCT URAt PAMfES, BOTTOM CHORD SNAII HAVE A PROPIRtY ATTACHED 91610 C(It ING. `A IIY'UM FAN I• - FURNISH A COPY Of THIS DIS16N IU INE INSf Al LAf1GM CONIAACION. AIPIRL (MGIMEINfO PNODUCIS, INC. SNAIL NOT UE RESPUMSIOt.E fog AMY OEYIAI ION FROM THIS DESIGN; ANY IAIIURf TO BUIIO IMF. iKUSSES IN CONFORMANCE WI TN TPI; OR fAUR(CAT I NG, HANOI IMG. $111PP I IIG. INSI Al l ING AND BRACING Of TRUSSES. iM IS DESIGN CONFUNMS YIIN APPLICAQIE PAOYISIORS Uf NOS (NA(IUMAt U(SIGN SPECIFICATION PUBLISHED BT TSE AMERICAN FORESY AMD PAPER ASSOCIATION) ANO TPI. AI PINE. CONNECTORS ARE MADE OF 10GA ASTN A653 GRAD GAIT. Sit((, t%CIPf AS Naito. APPLY CFINMtCIORS IU EACH FACE OF TRUSS, AND UNI(S5 OIHENYISE IOCAIfO OM INIS DESIGN, POSITION CIINMICIORS PIN DRAWINGS 160 A 1. EMI 5IAl UR INIS DRAPING INIIICAILS ACC(PIANCI Of PRIIIISSIUMAI IMGINII1(IN6 VRtSPDNSfBI111Y SO1lIT TUN ERt )RUSS (DYP"111 E)ISIGN SROWN IRE SUIIAHIIIII AND USI IN IRIS f.OMPOM(NI fI1N ANY ►ARIIY.MI AN HNII DING IS flit NI SPQR SIR LI IIT IH fill 110111IING IN NIFNIN PIN AN511IPI 1 LETS 51111114 19.Ob2 ( -P 11D STATES T 2* 3 9-4-0 FL/1/ TC LL TC DL BC OL BC LL TOT.LD. OUR. FAC SPACING 0 0 E - Scale -.125' Ft. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--57888 DATE 04/28/00 ORW IICIISR081 00119127 HC-ENG JWC/WPF SEQN - 10664 1.25 FROM JRH 24.ON (37576-5H4 2162A - A9A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T1, T5 2x4 SP #2 N: BOY CHORD 2x4 SP #2 N :82, B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC OL — 5.0 PSF. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00' OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W5X8 = W4X4 W6X6 a W2X4 m 2 Complete Trusses Required E NAILING SCHEDULE: (0.1280.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOY 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. RIGHT END VERTICAL NOT EXPOSED TO WIND. W6X6 ;m W4X4 = W5X8 =_ 0 ,qlibs, 44 &bS4, i i FAAr 070;0 ell, vp-j W4X4 = W6X6 W4X8(B3) 1-0-0 R-3329 U-2140 W-8" W4X4 = Isc HS412 = 83 W4X4 - IF:1911 4 X 6 a W6X6 = W3X6 = W2X4 N 3-0-0 Over 2 Supports R-3422 U-2170 2-2-3 _T__ l'�J PLT TYP. Hi h Stren th,Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 HI 1 E - Scale=.1875" Ft. "*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIG-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 08 1-- 7187 I NSTIfUTE, 583 O'OMOfRlO DR.. SUITE 200. HAD ISOM. NI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICAIED. TOP CHORD SHALL HAVE PROPERLY ATTACHED P,T C D L 7.0 P S F DATE 0 7/ 1 9/ 0 1 STRUCTURAL PANELS. BOTIOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED CGTS+�"��•""'���TTT�:` BC OL 10.0 PSF DRW HCUSROSI OIZOOZZI PROOUCIS. ItlC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO �, BUILD THE TR USSE5 IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDLING. SHIPPING. INSTALLIMG AND *: ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN BC L L 0.0 PSF H C- E N G V B/ W P F =z SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASIM A653 GR40 GALY. STEEL. E%fEPT AS NOiEO. APPLY CONNECTORS TO STKX TOT . L D . 37.0 P S F S E O N - 13607 EACH FACE Of TRUSS, AND UNLESS OF HERNISE LOCATED OM THIS DESIGN, POSITION CONNECTORS PER``R�: DRAWINGS 160 " . THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `'•� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS SroNi►�. D U R . F A C . 1.2 5 FROM R A Alp EngLncc[cd Pmducts, COMPONENT PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FOR ANY PARTI Haines City, FL 33844 ANSI 1TPI 1 1996 SECTION 2. SPACING SEE ABOVE (17576-5114 2162A - CIG) TOP CIIORO 2x4 SP #2 N BOT CHORD 2x8 SP 2400f-2.OE WEBS 2x4 SP #3 :W3 2x6 SP #2 N: 110 MPH WINO, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WINO TC OL — 5.0 PSF, WINO BC OL — 5.0 PSF. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W41I6(A1) s W4X12 = �3309# 6-6-0 _1_ 6-1-12 12-7-12 Over 2 Supports R-2116 U-1360 W-8" IIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) S118MITIED BY TRUSS MFR. 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_na11s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 3" o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. THIS GIRDER DESIGNED TO SUPPORT A 43- 0- 0 SPAN HIPSET WITH A 7- 0- 0 SETBACK SYMMETRIC #1 HIP FRAMING TO THE BOTTOM CHORD AT 7- 0- 0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2'0" SPLIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 0-6-5 +9-4-0 R-4893 U-3190 W-3.75" PLT TYP. Wave TPI-95 R le n Criteria: TPI STD •'MARK ING•' TRUSSES REQUIRE Et TN(ME CARE 1■ FABRICATION, NAY0I I."SNIPPING. INSTALLING AND BRACING. AEf ER TO RIB 91 (HANDLING INSTALLING AND BRACING), PUUIISUfD BY 1P1 (TRUSS PIAlt 10"""IE, 5U3 O'ONOf RIO IM., SUITE 100, HADISOM, MI "'T . FOR SAFETY PRACTICES PRIOR 10 PEAfORMtMG INE SE fUNCIIOMS. UNLESS OTNfRMISE IYOICAll.. TOP CNORO Sllkll UAVt YAOPENIT AIlAC11f0 51RUCIUA At PANELS. BOTTOM CHORO SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPURFAB T•• FURNISH A COPY Of THIS DESIGN IO THE INSIALI.ATION COMTRACIUA. AIPINI INGINCER(O PRUOUCIS, INC. SMALL NOT Of RESPONSIBit fag ANY O(YLAf10R FROM TNIS DESIGN; ANY fA11410E TO BU ILO IRE TRUSSES IN CONEORNANCE WITH IPI; UR 1AURICATING, NANOI.ING, SHIPPING, INSIAIIING AND 7 ALPINE BRACING Of TRUSSES. THIS DESIGN COMEVANS Wllll APPLICAUIE PROVISIONS Of NOS (NATIONAL DESIGN SPECI(ICATiON PUSS ISUEO Of TH( AMERICAN FOR(SI AND PAPER ASSOCIATION) AND TPI, ALPINE CUR RIC, 09S ARE MAOE Of 20GA ASIN A653 GR40 GALV. SIEEL, ttC(PF AS ROTCO. APPLY CONNECfORS IO EACH FACE Of TRUSS, AND UNLESS OIUERWISC LOCATED ON THIS DESIGN, VOSIIION CONRECIORS PER OAAWINGS 160 A 2. THE Sf AI DM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EMGIN(EMING AlpimEagi11CCEC(IPE(ILIttCIS,Inc NESPONS1BI111Y SO(ELY fON IIIE TNUSS COHPONENT o(S160 SHOWN. FOE SUIIAOIIITY Alto USE Of fRIS HNIIUNEIIy,I'I. IIRIQ COMPONfNI (ION ANY PANf11:OlAN MUTATING IS flitNI]PUNSIN11Ilf US 191 HI111111MG I1f4il:Nf9, PfN Ap;111P1 119�5 SII:IINN FL/1/-/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LO. 37.0 PSF OUR.FAC. 1.25 SPACING 24.Ow C\o O Scale—.375"/Ft. REF R081--57894 DATE 04/28/00 DR W HCOSR081 00119132 HC-ENG /JWC SEON - 10706 FROM JRH (17576-51-14 2162A - C2) 1111< nur. out v.Urn cim. r,wonTcn Yunui TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IIN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W4X4= 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WINO TC OL — 5.0 PSF, WIND BC DL ® 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W9A4 ttS 1) - L 6-6-0 I 6-1-12 i 12-7-12 Over 2 Supports R-529 W—B" R-460 W-3.75" PLT TYP, Wave TP[-95 R Design Criteria: TPI S1 "YARNING— TRUSSES IEOUIRf EITRENE CARE IN FABRICATION, HANOI. ING, SNIPPING, INSTAL I. ING AND BRAC IN6. REfIN TU Nitl-91 (NANDL ING INSIAIL ING AND ORACIN6). PUBt ISUfU BY 1P1 (IYUSS PI.AIE INSTI Itl 0 1140 R1 DR., SUITE 200. MADISON, YI 53119), FOR SAFETY PRACIICES PRIOR 10 PERFORM'" THESE fUYCIIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATIACWfO STRUCTURAL FARE I.S, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. " IMPORTANT-- fUR 0 1 SH A COPY Of THIS Of$16N TO THE INSIAtLAT1ON CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE R(SPOBSIBtf fag ANY DEVIATION film THIS DESIGN; ANY FAILURE r0 SO (I IXE !BUSSES IN CONFORMANCE MIT" TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING Of TBOSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIEICA110N PUBt ISHID BY THE AMERICAN FOREST AND PAPER ASSOCIA110N) AND TFi. ALPINE CONNECTORS ARE MADE Of 206A ASTN A653 GA40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF rROSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAYIN6S 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILIIY S01ELT 1`02 IN TROSS CONFORM DESIGN SHOW NE S911ABIIIIV AND USE OF THIS IIKIspas City, FL 33844 COHPONfYI FOR ANY PARItCUt" BUIIDING IS IN( RtSPO"SIBIIIIY of IKf 110101NG OESIGNtB, PER ANSI/TPI I I995 SECTION 2. 0-6-5 9-4-0 19.Ob2- FL/1/-/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF OUR.FAC. 1.25 SPACING 24.0" Scale—,375"/Ft. REF R081--57895 DATE 04/28/00 D R W HCUSR061 00119126 HC-ENG JWC/WPF SEON - 10709 FROM JRH 17576-51-14 2162A - 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS HFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL 8C @ 24.00' OC. W 6 X 6 W4X6 (R) III W6X6 3.9 r—W 0 6 (R ) 0 --1 3.9 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. w,4A'I (V 1 ) - U U-nj Lr 3-8-9 11 11 12 11 7 6 I 1 11 12 I 3-4-5 I 12-7-12 Over 2 Supports R-529 W-8- R-460 W-3.75' T 0-6-5 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPE STD 19.Ob2 —WARNING— TRUSSES REQUIRE EITHER( CARL IN FABRICATION, HANOLIRG, SNIPPING. INSTALLING AltoBRACING. At"A TO NIB 91 (HANDLING INSIAILING AND BRACING), PUU1.15HIb MY TPI (TRUSS PIATE TC L L 20 .0 P S F INSfITU Tf, SB3 O'ONOFAIO OR., SUITE 200. MADISON, 91 53119). FOA SAFETY PRACIICLS PRI WI IO P(RFOn"ING IN(SE fUYC110ES. UAL(SS OIHtAWISE I40ICAIIU, TOP CHORD SUAI.1 HAVE PRoPEAtT AIIACMLO �R P. F TC D L 7 .0 PSF SINOCIUAAL PANEIS. 80110N CNORO SRALL HAVE A PROPERLY AIIACNEtf RIGIU Cf It ING. ••IMPORTANT•' FURNISN A COPY Of TNIS OESIGM TO THE INSIALLATIUN CONTRACTOR. ALPINE ENGINEERED5'�^',•: B C OL 10 .0 P S F PNOOUCTS, INC. SNAIL NUT BE RESPONSIB/E FOR ANY OEVIAIION FROM THIS OESIGN; ANY FAILURE 10 j F S ALPINE --- ART IO I"( INUSSES IN CON(ORHANCf WIIN IPI; OR FABRICATING, MARCHING. SNIPPING, (NSHAIIING ANO B0. AC ING Of 1A"SSf S. THIS ULSIGN CON(GANS R1111 APPLICANIE PROVISIONS OT 10S (NA)IONAI. IIf SIGN .�Ay Al 'j1J� BC LL 0.0 PSF SP[CITICAIIUN PUBIISN 0 UY THE AKENICAN fORES1 AND PAPfR ASSOCiAIION) AND IPI. Al PINI � AN '•"KIrU� CONNECTORS ARE NAOf Of TOGA ASM A%3 G410 GAIV. Still, EXCEPT AS NOIEO. APPIV CONNECl11NS TO I' s„rA�r�. ,r TOT.LD. 37.0 PSF EACH FACE OF TRUSS, ANO UNIESS oTNEAN1Sf LOCAI10 ON lifts DESIGN, Position CONNf CIONS PER DRANINGs 160 A-1. IN( SEAL 0M THIS ORAWING IROICAIES ACCEPTANCE Of PROf ESSIONAL fNGIR/IA1NG •��.�C)A�i' Alpine Engineered ProdLlcts,live. (fONPONENBffORYASOftly MY PAA1loglenf"TRUSS CRMfPSOBNEfRt05PON5iHHOWMY OF flit SUIIUBNGIIILSIGNtUSEPOf THIS � � OUR. F A C . I .2 5 nH1TIC"cTIy,H1. 33R1a ANSI/IPI I t9,s slclitim SPACING 24.0" cI v Scale—.375"/Ft. REF R081--57896 DATE 04/28/00 DRW IICUSR081 00119133 HC-ENG JWC/WPF SEON - 10712 FROM JRH (37576-5H4 2162A - C4) Illl; IIFIC ILIAOAwn rims rnumIffD IUDnT 11AAnC H nIuCUCIAUC% CnfluITTCn a FIT IICC UCD TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 TIN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC, ALL BC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X6(R) S W4X6 = 0-4-3 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC OL — 5.0 PSF. GIRDER SUPPORTS 6- 0- 0 SPAN TO TC/BC SPLIT ONE FACE AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. C'� 0-5-9 9-4-0 W4X4 (A2) 1= W4X4(A1) _ 1— 4-7-6 I 3-9-4 I 4-3-2 I t 12-7-12 Over 2 Supports R-936 U=620 W-9.813' R=936 U-620 W-7.063' 0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 FL 1 E - Scale —.375" Ft. • AND 9A CRNGNG•REfIN TO Nltl 911R(HAYIAING INSTAIIIYGCARE 10 BAND BRAO14C). PUBLISHED BY TYI IN(IRUISSIPLAYL TC LL 20.0 PSF REF R081- -57897 IN5T ITUTE,. 593 D'ONOFRIO OR., SUITE 200. MADISON. WI 53719), FOIL SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP C110110 SHALL. HAVE PROPERTY AIIACRtO �p P �. T C 0 L 7, 0 P S F DATE 04128100 SIN BC T UN At PANELS, BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHED 9161D CEILING. '�F'• .. w. '•IIIYMITAMT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN(ERED GQ.t BC DL 10.0 PSF DRW 11CUSR081 00119134 PROOOC IS, INC. SMALL NOT Of RLSPOMS181f FOR ANT Of11AT10Y FROM THIS DESIGN; ANY FAILURE 10 f �•.* RN 1tD THE TRUSSES IN CONEONMAIIQ WIIN TPI; 06 fABRICATIIG. HANDLING, SNIPPING, INSIAtIlY6 AND ALPINE BRACING OF /RWSSE5' THIS OESIGO COMfORMS 91111 APPLICABLE PROVISIONS Of NOS (NAIIONAL DESIGN BC LL 0.0 PSF HC-ENG JWC/WPF SPECIFICATION IUNtISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AYO TPI. ALPINE AR CONNECTORS ARf MAOE Of 206A ASTM A653 GNAO GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T. L D. 3 7 .0 P S F S E Q N - 10727 EACH FACE OF TRUSS, AYD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION COYRECIORS PER $TA17: DRAVIN65 160 A-1. THE Sf AI ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ER61Nf ENI46 • R(3A� RESPONSIBILITY SOLELY TOR TILE TRUSS COMMENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN IS g& DUR,FAC. 1.25 FROM JRH Alpine Engineered Products , Inc. TONAL (� q ,t -`— If011L0Yf j1y,FT 31944 L'OM/OMfNT fbR ANY ►ARTICtlIAN OUIIOIMG IS IMF RfSPONSIB1111T Of 111E BUflDUG DFSIGNI9. PtN SPACING 24.0° ANTI/IPI 1 1995 SECTION Z. Attfb-hH4 Z162A - D1 THIS 0146 PRCPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W4X4 =— 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC OL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4 III 61� —j6 11 W2x4 13-4-0 W2X4 m W2X4(A1) = W2X4III W2X4 III W2X4(A1) 5a 1_-0 O-IE-3-12j I 1 :1 12_11 0 j L- 4-10-0 I_ 4-10-0 1 �Q 9-8-0 Over 2 Supports R-412 U-280 W-3.5" R-412 U-280 W-3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REFER TO MID 91 (NANOL I46 1951 ALI ING AND ON AC I816). PUMLISBtO BY IPI (1RU55 Pt Alt I115IIfulf, 503 O'OMO(RIO DR., SUITE 200. HADISUN, UI 53119). FOR SAFETY PRACIICES PRIOR IO PERfONMIN G IHE SE fUNClIONS. UNLESS Of%ERUI St INDICATED. TOP CHORD SMALL HAVE PNOPER,V AIIACUID 51RUCTUR AL PANELS. NOTION CHORD SMALL MAIE A PMOPERtY ATIACNED RIGID CEILING. •`IMPORTANT`• FtlNNISM A COPY Of THIS OE SIGN 10 THE. INSTAtLATION CONTRACTOR. AI PINE t461MEf RfO PRODUCTS, INC. SMALL N01 Bf RE SPOMSINLE FOlt ANY DEVIATION FROM IMIS DESIGN; ANY FAILURE TO Ntl ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7ALPINE BRACING OF TRUSSES. THIS DES164 CONFORMS MIT% APPLICABLE PROVISIONS Of 1105 (NATIONAL DESIGN SPECIE:CATION PUBLISHED BI IHE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE CONNE CI ORS ARf MADE Of YOGA ASIR A653 6240 GAIN. STEEL. EXCEPT AS NOTED. APPLY CONNECTURS TO EACH FACE OF IRif$$, AND UNLESS OTHERWISE LOCAIEO OM IRIS DESIGN, POSITION CONNECTORS PER ORAWINGS 160 A-1. THE SEAL ON THIS ORAMING INDICATES ACCEPTANCE Of PROf ESSIONAt ENGINE f RIN6 Alpine Engineered ProdlfcES,Ifie. AESPOMSIBIEIIY StIIELT FOR THE TRUSS CORPONfNI DESIGN SHORN. THE SUIIA611(TT AMO USE OF THIS IIRHI'L.Y(.11y,PI, 31844 COMPONENT FOX ANY PARIICUTAR 00110ING IS Inc RL5P0NSlB:I I1Y Lt IH( HutIOING 045tG11IN. 1'rR ANSI /TPI 11995 S!q fUN Y. 19.Ob P. �'CYS1�rP Harz 9Y gT/;iEl� �tiA!2yycra�. SvVTR�'� _ FL/1/-/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF OUR.FAC. 1.25 SPACING 24.0" -IQ\ Scale-.375"/Ft. REF R08I--57899 DATE 04/28/00 O R W HCOSR081 00119135 HC-ENG JWC/WPF SEQN - 10697 FROM JRH 17576-5114 2162A - D2) 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.—I.25 / PLATE OUR.FAC.—I.25) TC From 126 PLF at -1.00 to 128 PLF at 10.67 8C From 20 PLF at 0,00 to 20 PLF at 9.67 REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. W4X4 - 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL a 5.0 PSF, WINO BC OL — 5.0 PSF. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE ENO. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00' OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 6F— —16 .13-4-0 WM (A1) m 2X41A11 (� 0 O LEI 3 12�1 I j-3-12,1-0 OBI 1- 4-10-0 _I_ 4-10-0 9-8-0 Over 2 Supports R-843 U-440 W-3.5' R-843 U-440 W-3.5' Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD "WARNING— TRUSSES REDO IRE I FBI ME CARE IN FARR ICAT I ON, HANOI ING, SNIPPING, IN STAI.I ING AND NN ACI N4. REffR TU NIB 91 (...IN' INS . ING ANU NNACIN6), PUbITSIIID UY IPI LINN" PLAIT I NSF I TU11. S83 D-ONUfNtO DR.. SUITE 200. MADISON. Y1 53119). FOR SAFETY PRACIICIS PRIOR 10 I'MORMING THESE ftlNC110NS. UNLESS OIHERYISf INDICAIEO. IO► CHORD SHAH HAVE PRUPIRIY AIIACO(O SIRUCTN AI PAREI S. BOTTOM CHORD SN ALNAYf A PROPf RIY ATIACNfU RIGIU CEILING, IMPORTANT' ' fUYNISN A COPY Uf THIS UE SIGN 10 INE INSIAIIAIIDY CONIRACIUR. ALPINE tNGINklREU PRODUCTS. INC. SHALL 001 HE A[SPUNSI81k FOR ANY DEYIAIIOa PROM IHIS UESIGN; ANY IAIINNE 10 8UI10 INE TRUSSES IN CONf ORMANCL WITH 1PI; OR fAHNiCATING, HANDLING. SHIPPING, INSTAIIING AND ALPINE8RACING Of IRUSSE S. TMIS UE SIGN CUNT OHMS YIrN APPLICAUIf PROVISIONS UI NOS (NATIONAL DESIGN SP[C If ICAT ION PUBl1SNE0 BI INf AM(RICAN fLYtf it AND PAPER ASSOCIAiIOp ANU TPt. ALPINE CONNECTORS AYE MADE Of YOGA ASIM A653 GA40 GAIT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 7f ACM FACE Of TRUSS, ANO tlYLESS Urtl(RYISE LOCATED ON IIIIS DESIGN, POSITION CONNECIORS PER OR AYIM65 I60 A f, INL SE AI DM 1NI5 ON AN ING INOICAIIS ACC[PTANCE Of PNW E5SE(INAI ENGINEERING ,Inc. RfSP(INSIdti11Y SDl11T IOR Idf INU15 CUNPONtNI DTSIGN SNOYM. INL SHIIANIIIIV ANTI USI Of IHIS A)pilTcEnginccFCLIPralrlcls I Wiles E III Y, FI, .11844 CIINPUMI NI iOR ANY PAYIICIII AN Nll ll Ili MG IN IUI NI SP901411111 IIY 111 IIII NU IY III NI: III :IGNI N, FIX AM'.1/IPI 1 19'Ih SI CIIuN ?. 19.Ob2 FL 1 E TC LL 20.0 PSF ARP F FRS tiFlC.q ti�F */ Na Al STATE `JF TC DL BC O L BC LL TOT.LD- 7.0 10.0 0.0 37.0 PSF P S F PSF PSF DUR.FAC. 1.25 SPACING 24 . D" mg CLO) Scale-.375"/Ft. REF R081--57900 DATE 04/28/00 DRW IICUSR081 00119136 HC-ENG JWC/WPF SEON - 10701 FROM JRH (17576.5114 2162A - E37A IIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 1N LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W4X4 = ---1 6 1 0 0 1d9 _I 7-0-12 0 6-0 L< 6-6-0 I I !Q —7-0-0 Over 3 Supports—� R-331 U-200 W-8' 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 12-4-4 R=13 U-180 3-4-3 9-4-0 R-228 U-180 PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD 19.Ob2 FL 1 E - `•NARNING`• TRUSSES REON IRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTAI.f ING AND BRACING. III, III, TO H18 91 IHANOIING INSTAI{ING ANTI BRACING). YUtllISi11U UT )Pf (INUSS PI Ali T C L L 20.0 P S F I ASTI TUIE. . D'ONOF4IO DR., SO I II tGO, MADI SON. NI $3719). fO4 SAftIY PNACIICIS PRIOR (0 PERFORMING THESE IUNCIIONS. UNLESS OIMLRNISL INDICAKO, TOP CHARD SdAtt MAXI PNOP(NI.Y AIIACHkO P T C D L 7.0 P S F �...: S TRUC IURAI PANft S. BOfTOM CM00.0 SHAII HAVE A P0.0►ERIT ATTACHED 9I618 Cf II ING. " IMPORTAMY " FURNISH A COPT Of THIS DESIGN 10 INE INSTALLATION COMI0.ACIOR. ALPINE IlmNEERED �*y ;.t* BC O L 10.0 P S F PRODUCTS, INC. SHAI t. go BE RE SPANS161.E FDA ANY DEVIATION FROM THIS DESIGN; Atll fAIIU4E TO V ES IR CONf ORMANCI 91111 TPI; OR 1ABRICAI ING• NANO(ING, SHIPPING. INSIAII INC AND ALPINE BUI(O IN( TRUSS BRACING Of TRUSSES. THIS DESIGN CONPD4MS Nllif APPLICA8lE PROVISIONS Of NOS (NATIONAL DESIGN AR BC L L 0.0 P S F SPECIFICATION PUBMI ED BY TOE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of ?OGA ASIM A651 GRTO GAlV. STEEL, EXCEPT AS NOTED. APPtY CONNECIOR.S TO � ' STA7•E OF �. TOT . L D . 37.0 P S F E A[N fACE OF TRUSS, AND UNLESS )INERM ISE LUCAIEO ON THIS DESIGN, POSITION CONNECTORS PER Alpine EHgin(xrcd Products, lnc. ROMPO/NFNBIt[IVl FOR S01flYNY DISIGN HOVNIE0IA`Nf DUIINCE Of AOIIIDIpAND USNkt E Of THIS DUR.FAC. 1.25M IINII�tiCNy, PI. .1.7N#q ANSf,IPI I 1995 5LIa1,l,f , SPACING 24 , o 65�P Scale a.375"/Ft. REF 11081--57901 DATE 04/28/00 D R W HCUSR081 00119137 HC-ENG JWC/WPF SEQN - 10737 FROM JRH L e-"-1:JJJ u-J/f'1.1 V Mtjl.1 CITY OF SA�iNFORD ELECTRICAL. PERMIT APPLICATION Permit Number: 'G� Date: / �3 D The undersigned hereby applies for,,a��permit to install the following electrical: Owner's Name:;�Q, Address of Job: �S� �a Qr,4& r�i z�/ Electrical Contractor:iJ 4�2;06 Alle1z,46.1c Residential: Non -Residential: By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. licant'S 91nature State License Number