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156 Magnolia Park Trl 03-1540 SFRt`. PERMIT ADDRESS 1 �Q r. \\ri- CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'] Dr #102 Orlando, FL 32822 (407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR 4CZ 'p MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE t7 SUBDIVISION PERMIT #> L1 DATE PERMIT DESCRIPTION f-- PERMIT VALUATION�� =c C SQUARE FOOTAGE a 4'-11-4' 1 �y=) u : D I F'1.1 1' KUH CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: V�v Date: _ ` 03 The undersigned hereby applies fqr as permit to install the following electrical: Owner's Name: 7>r r lo' , e � Address of Job: �cS( Electrical Contractor/i/, Sor►,�i a� /`"moo Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. icant's Si ure -State License Number CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 156 MAGNOLIA PARK TRL for which permit 03-00001540 has heretofore been issued on 4 15 03 has been completed according to plans and specifications filed in the office of the Buildin Off�cial rior to the issuance of said building permit, to wit as AAcomplies with all the building, plumbing, electri 1, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: F i n a l e d ZONING: Inspected FIRE: Inspected UTILITIES: Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name < Street Signs ,S)'k ALights Storm Sewer Driveway Street Work FEES PAID DATE APPROVAL DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 5 16/03 20.00 01-APPLCTN FEE -ELECTRIC 6/04/03 20.00 01-APPLCTN FEE -BUILDING 4/15/03 10.00 01-APPLCTN FEE -MECHANIC 6/30/03 10.00 01-APPLCTN FEE -PLUMBING 5/13/03 10.00 02-ENGNG DEVLPMT FEES 4/15/03 10.00 01-FIRE IMPACT - RESIDENT 4/15/03 59.27 01-LIBRARY IMPACT FEE 4/15/03 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 156 MAGNOLIA PARK TRL for which permit 03-00001540 has heretofore been issued on 4/15/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-8CHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 4/15/03 279.61 4/15/03 91.93 4/15/03 21.00 4/15/03 847.00 4/15/03 21.00 4/15/03 1384.00 4/15/03 650.00 4/15/03 1700.00 OV=R BUILDING OFFICIAL DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: , 3 PERMIT #: 0 :L- VD'-i 0 ADDRESS: � CONTRACTOR: \) � �Q) C �0 PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. /ngineering -]Public Works Utilities Fire f� ]Zoning � � A.. Licensing Y-"� � oa, CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) r I? CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE_:. �0� - C)-'---� „ PERMIT #: Q-L• ADDRESS: CONTRACTOR: �l � �Q) (- �o PHONE #: yCDi - 8 a - 'A ��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 :] Public W CONDITI Fire r� I %� Zoning C\ Licensing fa, 7z' o(TO BE CNL� IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION y **** SINGLE FAMILY RESIDENCE**** DATE: i - U PERMIT #: Q�• IJy ADDRESS: \ Sk-f) CONTRACTOR: \ �k �Q)Aar-'- PHONE#: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering D Fire n I A C1 r ublic Worksi''"'� Zoning f,\1-00 1 i� :1 Utilities --j Licensing Y CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION-05RTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Inswrice Company Use: BUILDING OWNER'S NAME rorrcy rvumoer D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 156 MAGNOLIA PARK TRAIL I DRIVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 6, MAGNOLIA PARK BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, I necessary.) RESIDENTIAL IATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (type): ( W - ##' - ##.W or ##.####In ❑ NAD 1927 O NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 51. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE CITY OF SANFORD 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use of Aoodrmg) 120289OD45 E 4117195 4117195 X A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Cornnnmity Determined ❑ Other (Describe): 0— B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVO 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 Drawwinge ❑ Building Under Construction" ® Finished Construction 'A new Elevation Certificate will be required when const uction of the buidng is cornplete. 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 dagrarn accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO Complete Items C3.-a4 below a=dng to the b uildrig diagram specked in Rem C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ConversioniComments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (inducting basement or enclosure) 43. 4 ft.(m) m o b) Top of next higher floor 54, 4 fL(m) $ o c) Bottom of lowest horizontal structural member (V zones only) WA. Q.(m) o o d) Attached garage (top of slab) 43, 0 f4m) u e) Lowest elevation of machinery andlor equipment m servicing the building (Describe in a Comments area) 42.6 ft.(m) ' • ) Lowest adjacent (finished) grade (LAG) 43.6 ft.(m) CEO`� o g) Highest adjacent (finished) grade (HAG) 42. 6 ft.(m) o h) No, of permanent openings (flood vents) within 1 fL above adacent grade Q o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. _ M CERTIFIERS NAME: WIWAM R MUSCATELLO, JR LICENSE NUMBER: 4928 k� TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH THE E ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 9/29M (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 (Inducting Apt, Urit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 156 MAGNOLIA PARK TRAIL` CITY GTATt ZIP CODE I Company NAIL Numtw l SANFORD FL _-- SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT 0 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zane A (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 corroded. El. Building Diagram Number _(Select the building diagram most similar to the building for which this cwftte is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is _ ft.(m)—in.(Om) 0 above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ R(m) _in.(am) above the highest adacent grade. Complete items C3.h and C3.i on front of form. E4. The top d the platform of machinery ardor equipment servicing the txrilding is _ ft.(m) _in.(crn) 0 above or ❑ below (check One) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the botton floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local oWal must certify this infoma6on in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.1 only), and E for Zane A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are oared to the best of my krmowkdge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS [j Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's tbodpldin management ordinance can compete Sections A, B, C (or E), and G of this Elevation Certificate, Complete the applicable ttem(s) and sign below. G1. 0 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 a ftized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA4ssuW or co rnnninity4ssued BFE) or Zone AO. G3. 0 The fclowing information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: — LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF - SURVEY DESCRIPTION:` (AS FURNISHED) LOT 6 , 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). LOT 5 TRACT "E" MAINTENANCE & ACCESS 60.00' S89'31'41 "E 10' SCREEN WALL EASEMENT ---------------------- in v LOT 6 ^=COvERED,r e n ..:;PATIO..': •.,.^ O O O00 Ln 04 O O Z 6.0' - WALK IS 1.6' OFF TWO STORY CONCRETE BLOCK h WOOD FRAME �a RESIDENCE " FINISH FLOOR ELEVATION=43.43 N156 MAGNOLIA PARK TRAIL + a n 6.0' WALK IS 1.5' OFF LOT 7 1"=30' GRAPHIC SCALE 0 15 30 W. 60,00' N89'31'41"W mI , 81V1 N p1 �0 ".I Ax-232.85' / 1 _ _ 720.39' PT 589'31'41`E 953.24' PC CENTERLINE OF MAGNOLIA PARK TRAIL RIGHT OF WAY TRACT "A" CERTIFIED TO AND FOR THE 50' RIGHT OF WAY EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA C14 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 09-24-03, UNLESS OTHERWISE SHOWN. 3, THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R,M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17.195 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 6 AS BEING S89'31'41"E PER PLAT. (FIELD DATE:) 4/10/03 REVISED: SCALE: 1� = 30 FEET APPROVED BY: WRM ASM40157 INAL 9-24-03 CKB JOB NO, OUNDATION 5-28-03 CKB DRAWN BY: LOT PLAN 2-18-03 IML LEGEND — -- BUILDING SETBACK LINE CENTERLINE RIC14T OF WAY LINE =3} EXISTING ELEVATION C� CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W 'CONCRETE WALK 5 W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE ORLANDO. FLORIDA 32801- (407) 426-7979 ® NO ID (09/2 /03)D Q FND NAIL AND DISC LB N4671 (09/24/03) ®SET 1/2- IRON ROD AND CAP LB #6393 (09/24/03) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVA7URE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT O' REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OiU OVER14EAD UTILITY LINE 10 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 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA FOR THE FIRM WILLIAM R. M SCATELLO JR. PSM j/ 928 DATE CITY OF SANFORD PERMIT APPLICATION f :- c v Permit # : 63 l5 VC Date Job Address:_ / Description of Work: , Historic District: Zoning: �5Value of Work: $''C -- Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogl Electrical: New Service - # o AMPS Addition/Alteration Change of Service Temporbiy Pole Mechanical'. Residential Non -Residential Replacement New (Duct Layout & $nergy Calirs Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential,----' Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (,thu than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: v_.._.._...__..— Phone: Contractor Name & Address: TW.. A TR Ur A TM1117 I A TP 0f%Vn Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: L_icen-see'N"umber - _ � � Q. D U Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior io the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in tmpliance with sll applicable i:nu;: m),-olaring construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCVMENf #1AY RESULT IN YOU),,, )r/•. `,'ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CON LT WqH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. // NOTICE: In addition to the requirements of this permit, there may be additional restricti s applicable to , prope hat may be'fo din the public records of this county, and there may be additional permits required from other governmental e . es such as wa age t distncts;'state gencies, a fcdci- 1'agmcies. Acceptance of permit is verification that 1 still notify the owner of the property the require FS 71 UN SignatureofOwner/Agent Date Signatur Coneactor/Agent Date 1ZT G. DELLO R USS Print Owner/Agent's Name t Contractor Agent's N me J �� Signature of Notary -Slate of Fionda Date ignature of No��-State of Florida Date. Owner/Agent is ___ Persona)h Kno%kn to Me or Contractor/A�- Personaii Known to Me or Produced ID -- _ Product, APPLI(AI ION APPROVED BY: Bldg: Initial & Date) SpCoil i, onditions: (Initial & Date) (Initial & Date) Irw� I & Daic MIRI DA C. TURNER --------- '�::-MYCOMt�ItSS166tttBD2Y2893- s EXPIRES: June 14, 2007 ,J,t,R(a1y` Bor W Thru Notary PLW Underwriters 5-06-203 7:09AM ARUM war..p-re- •, . .quy,vwr^f•Mr•r;r+�.�•n . .�,.•,,:?. r:�.,..... CITY OF SANFORD PERMIT APPLICATION Permit x _ / � '-/ o Job Address: e5 � /'� 0 C P () �� Daft: cz� f��.� L Cf Description of Work: l,._k e-r-4 Alf` l C C- N jl{ypri( pielriatt Znpiq�: Value o1 work: S Permit Typci Building Elcutrical - V Mechanical Plumbing __ Fire Spnnkler/Alarm Pool ItItictrleal: New Service - It of AMPS j 0 Addition/Alteration Change of Service Temporkry Pole _ lMMschgnical: Residonti}i Non-Residcntilll Replacerntiant New (Duct Layout & Energy Ctilc. Required) Piumbing/ New Commercial: a of Fixtures x pf water & Sewer Linst R of Gas Liruas _ Plumbing/New Residential: k oWater Closets.. Pluwbliet Repair - Residential or Commercial f Occupancy Type- Residential _� C:ommercitil Industrial Total Square E"outagC Construction Type: x of Stories: Is of Dwelling Unitr Flood Zone: (FEMA form .equirod for other than x) Parcel a (Artath Proof of Ownership Q L.cgal Dtiscripilon) r Owncra Name & Address: t j . W 1 l v� Contractor Name & Address. �2. r _- \ r`r tC" _ I n n (�.% y Matt License Numhcr _ UCH 5-�4 *� Phone & Fax %' ' 1� I ` y (44 Contact Person:_3�g CU3c� Bonding Company ... — — - Addre.c Mortgage Lender. Address: ArckilccVEngiAter Phone �. Fax Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wink or installaoon has commenced prior to the issuance of a pemit and that all work will be performed to matt standards of all laws regulating comtruction in this jurisdiction. I undenmmntl that . separate Permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and A I R CONDITIONE R S, cte. OWNER'S AFFIDAV IT: I certify that all of the foregoing information h. accurate and that all writ mill be done in cormhanos with all aPPltcoble taws "Su"ng construction and zoning. WARNrNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEM ENT$ TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RbC;ORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition in the requirements of thin Permit, theft may he addihmal restrictions applicable to this Property flat may be found in the public rcA:txds of this county, and there nuty be additional permits requirod from other governmcnal c mnhm such as wotor rrAnogement dismctc, state agencies, or tcdcral aacnctes. Acceptance of permit is verirlcanon ih�i I will notify the owner of the property of the require of Flo Icy FS 713 Signature of Owner/Agent Date )Siirnaturt of ContractnriAgcttt Uatt 11 Ck -0 Print Owner/Agent's Name �11nntCuntranor/�,r",,'Y -rSignawrc of NuuvySratr. nr Flnndafaro tgnature of Nur:ua Uu;e t, -')CdAqunt ii ,— Ycttunpnv Knn,vn to Ma u: ('u„tractnr/A^,cn1 is _ Pvr:nna,ly Known w Mc u: YruduQQ0 11)-. Pr(iducvd II) ... ...— AITL.It"AII NAI'll KOVf.DIIY IIIAg: /unml;: .. I,;u'nm, -- aD - — IlniDal b I)atu) (but:ai B. Dutc) th"!'3... !i Uaic1 �pctt,i l ooduinn.-- [ —0% ........ �� '4Y ,10.;kRiF A. ZETTLEMOYER MY COMMISSION tr CC 855100 -floc � F_lP1RES. Jul 15.2003 J.SM�3.NC?^-qY Fla wvu)n, sf,"ce & Bonding Co. CITY OF SANFORD PERMIT APPLICATION t`3 Permit No.: Job Address: t 5Ce MAC ism Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkkr Description of Work ('.,D n3+r u E,+ G S' Vtii: S F ; - -- Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _ Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing(Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: ✓Residential _Commercial _ Industrial Total Sq Ftg: '4t'2 - Value of Work: S .250, 32b, 0) Type of Construction: B LDC-k- Flood Zone: Number of Stories: Number of Dwelling Un1ts: Parcel No.: I8 - ZO 3 / -900 - 6=70 02(20 (Attach Proof of Ownership & Legal Description) kla-t'A . Ar-:.1,4v -?t�7/Oa OrlaA7,6&, r-& Contractor/Address/Phone: hl- GhZ I ,'G! 0, -/ - �� State License Number:CO-�. Contact Person: Paja%6rJ2&e2I�,+l , ZoB Phone & Fax Number. �D9 Title Holder (If other than Owner): I)A - - - Address: Bonding Company: /JA Address: Mortgage Lender: N/A Address: Architect/Engineer O P Phone No.:�% Address: / Ai:Sz .4-g V . f k2m az) & � ri%� s Fax No.: 0 7 - 77 (1- qZ)Z,J Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE 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 entitxs such as water management districts, state agencies, or federal agencies. Accep of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Age-- Date�-S-iVkr=M �Contracto2r/AgW Date 0 Signature of Notary-Sibte of Florida Date ZisPersongaUy ��' � COULTONSTATE OF �,ORIDAN NO• DD 34330N EXP. ULY 2b,2006Owner/Agally Known to Me or Produced ID I Wof , AIDent'sry-State bMorida Date OFFICIALINRCYTTR7W L PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION P. ULY 2b,200b Contractor/Agent is V Personally Known to Me or Produced ID APPLICATION APPROVED BY: ✓c. Date: Special Conditions: (:,, i �'? \ -' n' 1 ==APEX P EST G 0NiTR0 t— Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS dame 3)3 .address,(12`z� City/State/Zip Phone & Ema INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:12x4 6072, Qaa a ®�, �t , Quarterly Payment Amount....... to a t (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System, Name Address City/State/Zip Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will %varrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. ",A Al� P apex Representative Signature Date Customer or Ageht 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 DowElancot 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and a, during those years, Inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for ''. per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any 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 paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAITETES 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, erstands and rees It Is the ity f aII Customer SENSITIVITY/PHYSICAL FACTOR* anent occupants to consult a physiclanaif necessary regardingllanyoaffectatheyProperty treatment guests, and/or other temporary or p days prior to treatment regarding any allergy or may have and (2)it Is their responsibility to notify Apex In writing not less than two (2) y p sensltiviry concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract an apply Nvithout exception. COMPONENTS: The 1, DO e SenNcO OWNERSHIP stm Components) Are And wi l remain�to property of DowElanco. The Customer thassnohrightslto Anyonents fthe of the Se 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 DowElnnco or Its representative are authorized by the Customer to other Components contained therein for appropriate disposition. retrieve from the Customer's premises the Stations and 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid barrier" method of termite control may not offer An effective Apex will: (1)so notify the Customer; 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)tf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;, (S)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identifled herein as of the date of the Initial 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 notI y 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 Nvork is performed except those damages resulting from gross negligence on the part of Apex. PAYMENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located it Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex ma; without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue a the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay ail costs and attorneys fees Incurred b Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement i held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force an effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right I revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfiller Its responsibilities under the terms of this Agreement by any reason of delays In transportatlon, shortages of fuevor materials, sttikc embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apc Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not responsible for; (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; (5)areas of existing damage unless areas have be repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereund Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et se I proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or designee. The arbitrator will have the complete power to determine ail Issues of fact And law, and any determination of the arbitrators be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual 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 c 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 writln The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer Ailows Apex Access to the Identi Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the inspection was reque by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After Initial 12 (twelve) month period, Customer may transfer or Assign this Agreement with a M transfer fee payable to Apex withl (thirty) days of the transfer of the treated Property. "Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Piumosa St. 7006 Stapolnt 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 CITx OF SA.NFORD B EN'�L DIVISION PERMIT SUBMITTAL REQUIREMEN TS FOR. recent boundary and building location surveys showing setbacks ❑ 1• Two (2) a lines for permit for structures (not fences) from all structures to property ❑ 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ �, Foundation plan indicating footer sizes for all bearing walls. provide side view details of these footers with reinforcement bar replacement. ❑ Ident b. Floor plan indicating interior do , and/or opening iz sions And msm smoke detector, room dimensions, door, locatlon(s), tnndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handlcnpped Code (F.S• 553, Part 5) ❑ C. floor elevation io all exterior ias walls, City Engineering Department o Finish floor elevation height P subdivision plat. ❑ d, - ter bearing in sections l l Wall sections to be used In the stru non -and exterior. Show all componentsf wallction. e, Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. ❑ {, Engineered true; tplan With o carry and suls of pport trussesEnglncercd beams for spacing opening ❑ g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h. Square footage table showing footages: Garages/Carports S.F. Porch (s)/Entry(s) Patios) S.F. Conditioned structure S.F. Total (Gross Area) (Form 600-A-97) ❑ 3. Three (3) sets of completed Florida Energy Code Forms ❑ 4. Soil analysis and/or soil compaction repot If Soilsappear o e unstable a or if structure to be built on fill, report e yrequested Building Official or his representative. ❑ 5. Other submittal Documents:' and/or sewer system ❑ n. Utility letter or approval when p+�b,li4iwater supply connection to be made. 1. ❑ b. Septic tank permit to be obta►ne r Seminole County Health Department at: 400 W. Airport i v ,' anford, Fl (a07) 66CS0600. hQ c. Arbor permit when trees to be r. moved from property. City Engineer for details regard ie arbor ordinance and permit. ❑ 6. Application to be completed thoro4w, and signatures provided by a APPEAR IN licensed and tnsuredIASS PER FLMUST STATE PERSONS TO SGN APPL CATION STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beaths - 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 Own or Autho Agent) k" I x UP SANFORD P.O. Box 2847 SANFORD, FL 32772 Pl IONI: it (407) 330-5630 APPLICATION FOR UTII,I'I'Y SERVICI: Ac:COHN 1 (FUI.I, NAME) N ; -D � \ tvi I -: A- r-IncL SI"IRVICF. ADDRF?SS I-AX Il (407) 328-7367 M A I I .I M) ADDRESS (� :' ram }' � l�;vP ��Z 'LII 3 I'UIZN ON DATE SINGLE FAMILY RESIDENCE .v/ / MULTI -FAMILY RESIDENCE �jwr(G- COMMERCIAL E Covt�aG� = �ai+�l �ul%►� WORKt14 l- 8G- -c1 IOl SOCIAL n SECURITY# . HOME# OWNER OF PROPERTY_ I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE AI3OVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE'PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE PAID _Al- THE TIME. WHEN TRANSFERRING MY DEF ALL OUTSTANDING CHARGES. IT TO ANOTHER SERVICE ADDRESS. I MUST PAY I UNDERSTAN6THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE n 1 SIGNED-, --\ (lG —DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR OATI: Limited Power Of Attorney I hearby name and appoint: Craig Coulton, I - 'i 1 each agents of D.R. Horton Inc. l 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 it Subdivision: MA-GNOUA Address: PAPI ' cL Richard B. Ladd And to sign my name and do all things that are necessary to this appointment. CBC055300 Contractor State Registration Number (, �(W, Signature of Contractor This foregoing instrument was acknowledged before me this day of rZ� , 2003 By. Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of County i PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY C011,410 ISSiON EXP. JULY 26,2Q Notary Seal =w-, W, • 09 ON D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # (p SUBDIVISION: /" j jg61l jd U, ADDRESS I5& 11'ROU0A 1*,.k T,QAIL. SA�ce:(-) I C'#j � �(flL (/Si --FBUILDING APPLICATION 210WER OF ATTORNEY /2'SETS OF SEALED PLANS PLOT PLANS A'SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT TTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS TTACHED TO THE PLANS — UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT Sri Ue,CtJ(e�,/ Rrm ,=�- J El UU111 I RIFO N 16udlet, S i n c e 19 7 8 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Magnolia Park This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the following work: Construction of a SFR on Lot 6, Magnolia Park Phase 1, 156 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. 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com r B101� No J/ B-B_ / Since ' • • 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: (Owner) Signature Signature Patricia Coulton Robert A. Lawson Printed/ Typed Name Printed / typed Name _j X,: 1. Assistant Secretary Signature Title Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 3151 day of March, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally known to me or who produced their Florida State Identification. �� OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 MY COMMISSION EXP. JULY 26 2006 Notary Signature Notary Stamp 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 m ' Please visit us at www.drhorton.com m 0 3 ! 5c(o THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NOTICE OF COMMENCEMENT (Prepare in duplicate) WYAME "M9 CLERK OF CIRCUIT COU01 SENIMU COUNTY 8K 04775 PG 1598 CLERK'S R a003059913 RECORDED 04/10/2003 1062s22 AN SINS 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. Lawsbff, Assistant Secretary (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2003 by Robcrt A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on behalf o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid 4otargnature OFFiCIAI.Iti'•i•:ARY3 -AL PATRK ONNOTARY PUts:�l OR11)ACOMMIS�r,;,+ r;U134330MY COMMISSION tULY 26 006 Notary Seal CERTIF19 COPY MARYANNE MOV" CLERK OF CIRCUIT COU" SEMINOLE COUNTY. FLORIM ow p�►UtY CLERK -� 7,41 - �-, I f CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. Date: The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: TrAddress of Job: ADVANTAGE PLUMBING, INC. Plumbing Contract& P.O. BOX 620027 00, FtORIDA 32762-00277 (407) 366.3994 Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: -One Water Closet Additional Water Closet 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: By Signing this application I am stating that I am in compliance with City of nford Plumbing Code. Applicant's Signature :S c, F - C /7 <_ _?_ State License Number ADVANTAGE PLUMBIW INIC, P.O. BOX OVIEDO, FLOrcl-, (407),:.:!-j994 R A 4KI 3 2 4R(2i GA STEEL SKIN) (S) wrzAMEwTE STILES FOR 16' IWE poet. REVISIONS ( AND AC f�� (µ�k Bpn) REV. NO. ZONE: DATE: ECN N0. APPVD: ' ornDRAL sse cuss OR A DESCRIPTION • ACRTLJG AVARABLE t 82 1 t/00 - NWW Ott N (Sff SEC110N B-8 (t) WAS 2) FOR TRACK BOLT H MMG MN. Do STILES =ACHED TO DOOR "O"ZONTAL �AOK SLIPGoRT ITT .wmH PATET/RD iOCi-lOC SYSTEM DOOR ILSTALIER (TO SLAT) E31 (TOP. eo„or k cENrtA). NDA b' IJ G GV.V MEL Elk BRACJLET. EACH fA5(ENED TO WOOD JAAD WITH ` LISTED (J) S/16'al _S/e' W000 LMG SCAElYS. tim muss TRACK GALV G �vK AVAILABLE AS AN OP110 v" 'C' g o � g HncNr 1• YIX TRACK IIAIpLNE55� .060' LACK POSITDN ttP, x-1 (2'.Ix G oALV. S1Ety igAf]I BRACKET. IQ1. FIND PaHr TAapin (.) rn cK eRACKErs PEn sZ REPORT#9606C UR TOP BRA( ET HBNE NOW2DXrAL ]' 20 G U-- U-BARS A 2-I-2-1 O[Krloic w D BBOTTONm E" CTI u-BARS IkW Ir DEHE U-BONNElff ILLS SECTION. ETC.) /IAA/e' SHEET METAL SCREWS LoaTaH a OPIDIAAL VOAS A OPTIONAL OUTSIDE KCYED LOCK POSITION INK. DOOR WIDTH 1tl510LE3LYe00tl5 ° o Tart 1/raJ/A' SELF . TM INC SCREWS. IA c_ rXn w IA r= w_TrHI_ DOORS O V 10 2'0' CH CONSIST F (( sCCTDNS ((SHOWN)) FRONT EOAYE WITH U.V. 1 x a] it'WE SCAEbS ON 19 CENTERS. I 0.0. LW. -g' �e, DOORS OVER )'-O' HICX CONSIST Of (S) SECTDXS (NOT SNOWN). COATING DTI OUTSIDE SURFACE TALPIFA REOWKD. lM: SfAEWS WY BE COU,Ip1y7An (BUT NOT REOUNED) 70 PTtONDE A fUN5E1 LtOUI/I111O STOP uOULDNG BY DOOR NSTALIER (TO SUIT) SIIRfACE MOPoiONTAL ,LAI18S DO NOT TRAIASTU l.OAO. 20 G INN. GALV. STEEL END STILE 2a8 YELLOW PALE JAYS -1 T'• Y iNl(S( OPRONu U rw — srzEL 1 SKIN CGTC0 .11 C-AO YIN. '.,. GALVAXItIrHG, II -ON PRo ER, AND A BALLED -OH POLYESTER j 10" COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIN UP JOINTS. III -ILNI 20 CA. LD S SILEL YIN. YEKD STR(RGTN. 50 KS 1� ' �— I-T/B' r SLCLVtl A -A (SIDE YVI) OR I/e ACA SUTE an 111E ____ MOLDED R INSIDE 20 G GLV. STEEL TINIER. SIRE � LATE REfAIKA SE[IIOIN B-B /eaJ/A' PAN READ SEFEW - 17 G H:ALV. SIE[L 7RAIX (IO SCREWS PEA LAq BRACKETS FASTUfD M W000 AS173Z eK4 AIaVM L xl CFMEAS (C_Ip 1M ONE S/Ie'PER TRACK RLMI SORE. BLOCK) OR 74 CQIiAS (i000 PSI Mn CORCAflE) OR PER 7MCJ( BRACKET. SNAP LATCH ENGAGES 1/4'a4' TENCR SOIERS ON 1)_I/Y CDRERS (2,001) I/IB' 1.0. ROUND W T II G G1LV. STEEL ip+ ONTO KATICAL TRACK. PST MI. WASHERS NGLIICED wBN \ ROLLER BRACILET. FACR ONE SNAP UTCN ON , 1' OD. M. WASHER REOUIM FASTENER (ONE PER ROLLER) ` 19 G CALv. STEEL CCMER WNGF BAOCKET ATTACEIED w/(4) EACH SIDE OF DOOR. WITH TA -CONS, ' WT BE COUNTERSUNK Z' OALv. STEEL TIACK fASiET1ED ro 1 A G GALV. STEEL RdyER HIXG[ f r0 wIFJi 51KE5 W�(4) I AAS/e' SKEET LICTAL LATER. 511tE (BUf NOt REOLTRED) M PROVIDE A RUSH Ix G CALV. STEP, iRACX BRACILEIS. FASTENED ro END STILES EACN W/�a) II•.S e' SNFET METAL SCREWS. MINTING RATSFER SURFACE. IIOPoZONTAL VAYBS 00 NOT IRApL ATTACI(y TO EACH BRACKET If.a3//B' ET YETN SCREWS kA TR,WSFER LOW. N111H ONE I/1'a5/B' BOLT t NUT i4) 1/4'aJ� SEtF TAPPING SCREWS PER END IagGE. OUTSIDE KEYED OR TWO 1/4' ON RIVETS. . G CALv SREt HANDLE END FRD NNDET fACX ENO fASTEIAED 10 ENO STNf 5111E 2' DOA $I10Rr 51EY, 10 BALL STEEL ROLLER. SIRES w�( =I,S e' INTER. SHEET YCTAL SCREWS N`qx HANDLE STRE PIIfPARA1KNN K BY 011—'_ MARK NCSTERFIELD. P.E. - - - ROMCA P.E. /AeA95 t (4) 1/4REWS. SELL -- - NORIU GAOUNA P.L. 023832 rMPwG SCREWS. TIb1 LENiLCEES n 2\ ouTvoE • N TRACK ON 2gg1; 7THE OESKn a THE SUPPORTING ELDAENTS DESIGN LOADS: +24.0 PSF & -24.5 PSF r iALL . m G fxv. srzELu-eARs FJW HANDLE EACH SIDE SILUL ME RESPOT,SIBERY of TIHE TEST LOADS: +36.0 PSF & -37.0 PSF w A 2-1-2-I PATTERN P.E. tb0 u-BARS SIRE SUOE BOIr Of DOOR. RECORD FOR IRE BURDwC DA SIAIICR,RE AND n OH BOTTOM SECTION. ONE U-BNt ON ALAS LOCK ENGGES � CUCURREN T BUILDING CODES MR THE LEADS LISTED ACCORDANCE twKKYt wA.N.s ARE 9rA11A W kIt RCORR ETC ). UCTH U-" ATTACHED INTO KRIY.AL =1 413/4• TAPPING SCREWS TRACK. ONE PER LDGr10N.SELF LOCX ON EACH SIDE or DOOR. weir uKY� inclL evrnN -IJ G GALV. STEEL BOTTOM BRACKET. AnACIGD WITH (2) IIAAs/e' SKEET METAL SCREWS. 11141001111 �*A M yLWEATI R. JI 3 d CLLPAY at",NG'PRODUCTSCo.' "'"RR s°L� ouw'w TOLERANCES wnN A IWAENOYCE-o TGl Lneoss>. PART NO.: - Sate 1600 IDEAE5' M AAKH4KW4 IIN.In ti AWX r on OH 45202 13-JBI-/BWD . 5:.03 OEBL�TIIEA CO 1l-)6x-l519 I4AmYM.R#KA Io.0o A wA AAIu I.uT ..KILT rn ' s.01s GOOD t.005w DESCRIPTION:T W4 16-0 K 8-0: 24/-2a.5 DESIGN LOAD Nr'0�' r0000 ±1D01DRAWN BY: BATE: a/I8/00 SCALE:NTSN. DWGThird A gle CHECKED BY:TE: 4/t8/oo SHEET t OF ) SIZE B PTOjN:TiOn - UM— S4A d Oth.r - DIMENSIONS ARE IN 9CNES. DWG. NO.: 102138 REV. NO. I 04RUA I'm IM C m H f n MQQEL7 6R T ( 5 QA. STFFI SKIN) MODEL: 4RST (4 GA STEEI SKIN) O 3 OPTIONAL OSS CLASS OR LISTED 1 6' ACRYLIC UTES AVAILABLE ( E SECTION B—B) 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM -A TOP. BOTTOM & CENTER). m X M �m W REPORT#96O6C 25 GA. MIN. GALV.- LOCK POSITION (BOTH SIDES) STEEL SKIN COATED WITH A '.'.AAED-ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. OPTIONAL VENTS .— A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 9'0' #14x5/8' SHEET METAL SCREWS END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. iNSt c I T LOCK OPTION O NOTE I: DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN)). DOORS OVER 7'-0- HIGH CONSIST OF (SS SECTIONS (NOT SHOWTI). O M REVISIONS {KGV. NO4 ZONE:I DATE: I ECN NO-1 APPVD•( DESCRIPTION I I { A4 { 11 [ MWw Dry (1) WAS (2) FOR TRACK BOLT 2' THICK 3' TALL U-BAR 20 GA GALV. STEEL. f= -d 3.r ! 1-7/8' TOP CADET. R E E ROLLER BRACKET. W/( BRACKET ATUC11f11 w/(3) 14x3/a' SHEET METAL P TAP JOINTS. 14 CA GALV. STEEL Ix END NNE. EACH �Qz d FAStEJKp TO END M/(4) 14d B' E sSTKES k (4) tM/E74µa/4" SEUr tAPPwO SCREWS. 1• O HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 G0. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16'xt-5/8' WOOD LAC SCREWS. LL M DOUBLE TRACK rg&Z� CONFI RATION LOW HEADROOM IS r AVAILABLE AS AN OPTION DOOR HEIGHT 'L" 2" CALV. STEEL TRACK, 6 -6 70 MIN, TRACK THICKNESS: .060' 7 -0 76 88 88 3" TAIL x 20 CA OALv. Z �- TYP. 2-1/2-.12 GA. CALV. STEEL TRACK BRACKET. � ONE � AW�� (4) TRACK BRACKETS PER 510E, 1tTM np t/4'il/4' SELF TAPPIID 0 SCREWS PEN STRE LOG rm. LAIR TOP BRACKET Li BLE HORIZONTAL TRACK FRONT FRAME WITH U.Y. COATING ON OUTSIDE SURFACE DOUBLE TR rK O VLT2 I 'B ATT CHI. NT OOD FRAM 1 NAGS) (' y�1� 13 CA CALY. STEEL BOTTOM 10OW HEADROOM OPTION 1/4'x3/4' SELF 1/2 x3 LAC SCREWS ON 24 CENTER$. I° O.D, MN. �"7� `,iBRACIET. SHEET EE � n. ^ AL SCREW& TAPPING SCREWS. WASHER REWIRED. LAG SCREWS WAY BE COUNTERSUNK l`-'{�\�J \\�L SSB GLASS OR� 14 .A Nn uiur;l-c 18 C.A_ INTERMEDIATEHIN (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING &L"Imm 10MWSION OPTlO AI 10 SCREW VIE N' � N� .C. SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD, A VINYL WEATHERSTRIP1/8' ACRYLIC LITE WINDOW LITF STOP MOULDING BY DOOR INSTALLER (TO SUIT 2x6 YELLOW PINE JAMB /- 20 GA MIN, GALV. STEEL ENO STILE 12 GA. GALV. STEEL TRACK —,- BRACKETS FASTENED TO WOOD JAMB-/ WITH ONE 5/16'x1-5/8' LAC SCREW i PER TRACK BRACKET, i 2 GALV, STEEL TRACK FASTENED t0 2 GA, CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8' BOLT & NUT OR TWO 1/4' DU, RIVETS. SECTION A -A (SIDEVIEW) SECTION B-B VFRTIC�� .uua ARACHM h^ ( QCK OR /8x3/4' PAN HEAD SCREW MOLDED INSIDE (10 SCREWS PER LITE) Fryp ) 3 8 x4 SLEEVE AIV�CF10R5 ON 24 CENTERS (BOTH UTE RETAINER I STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR INTER 1/4'x4' TAPCON SCREWS ON 24' CENTERS (2,000 /-SNAP LATCH ENGAGES STILE 20 C.A. GALV. STEEL INTER. STILE PSI MN' CONCRETE)- WASHERS INCLUDED WITH SLEEVE ANCHORS, I' O.D. MIN. WASHERS REWIRED YATH TAPCONS, ANCHORS MAY BE COUNTERSUNK INTER. STILE (8UT NOT REWIRED) TO PROVIDE A FLUSH NOUNTINC SURFACE. HORIZONTAL JAMBS DO NOT \ TRANSFER LOAD. OUTSIDE KEYED 18 Gil GALV. STEEL CENTER H14GF- HANDLE FASTENED TO INTER. STILES W 4) 14 CA. GALV. STEEL ROLLER HINGES ))14x5/8' SHEET META- SCREWS. FASTENED TO END STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) 1/4'x3/4' SELF TAPPING SCREWS PER ENO HINGE. OUTSIDE KFYFD In PREPARATION OF JAMBS BY pTH Rc L-2' OtA. SHORT STEM, 10 BALL STEEL ROLLER. KOHL JAMB CONFIGURATION 0 CLOP" DOLTS [tlt SECTION '/ b Wiwx M.b aM /py .ot NOS THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS /' " SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFELD, P.E. THIS DRAWING. - FLORIDA P.E. 48495 ---.—-__—.__ NORTH CAROLINA P.E. /23832 Tnlra Angle Projection - 4 3 -- 2 ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR, OUTSIDE HANDLE END STILE OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR IOCKNC two 51at40 OB,.rw" TOLERANCES e,e .0 t .03 .00 t,015 .000 t .005 0000 - t,001 Dagreq � t 1/2' bsx State ONerwie4 rotsloNs ARE w trKleS LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. j DESIGN LOADS +25,0 P.S.F. & -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. & -48.0 RS.F. � r o�.s rc w n n eue PART NO.: - DEA L `J 1tdnA u �.I MOD CinciWnnafiE qf° 45202 DC'.YCKIPTtON: MODEL 6RST W4 9-0 x 8--0: +25/-32 DESIGN LOAD DRAWN BY:BMW I DATE: 4/ 18/001 SCALE:NIS DWC. R CHECKED BY: Mww DATE: 4/18/0o SHEET 1 OF 1 SIZE 1J DWG. NO.: 102137 REV. NO. 1 IN C N A f MM ( oAO� N1[AM I-DADE COUNTY. FLORA: METRO-DADE FLAGLER BUlLD1► BUILDING 01)E COMPLIANCE OFFii METRO-DADE FLACLER BUiLDi, 140 wl?ST FLAGInt S'172tr. r. surn: IG MIAMI, FLORIDA 33130.1: PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (303)37s Premdor Entry Systems coN•rMcCott LICENSING SI.X •t1 911 E. Jeferson, P.O. Box 76 (303)373.2527 FAN(305)373 Pittsburgh,KS 66762 canu.wrottnivist, (3us) 373.21)" r•Ax (3as) 375-r ruouuc. r co, rruol. wVi,r (305) 375.2902 FAX (301) 372-6 Your application for Notice of Acceptance (NOA) of. Entergy 6-8 S-W/E Insiving Glazed Double %Y/sidelites Residential Steal Door under Chapter 8 of the Code of,vtia,ni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time front a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner. BCCO may revoke; modify, or suspend i use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor'. Building Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rim tcoanguez Chief Product Control Division 'THIS 1S THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL COiNDiTiONS BUILDING CODE &- PRODUCT REVI ENV CONIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions Forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 06105/200i ilullding Code Compliance 0111c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN O Jr 2009 EXPIRES April 02, 2006 ,NOTICE OF ACCEPTANCi:: S1'L'CIFIC 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. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns 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-!V/E Insivinb Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-ENV-I, Sheets 1 through 6 of 6, titled "Prcmdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami-Dadc County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITS\"PIONS 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 (lie ang!c between the edge of canopy or overhang to sill is' less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are desitncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shill be installcd in strict compliance wit the approved drawings. 4.2 Hurricane protection systeni (shutters): the installation of this unit will require a hur6 a; otection system. S. LABELING 5.1 Each unit shall bear n permanent label with the manufaeturcr's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved"'. 6. BUILDING I'ERMIT.REQUIRMNIENTS 6.1 Application for building pennit 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 components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflieial or the South Florida Building Co- (SFBC) in order to properly evaluate the install, Onor this system. Mane I Pcrcz, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 0I-03I4.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptance (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 scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddet or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the Filing of a revision application with appropriate fee) and granted by this orrice. - i. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words 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 displaycd', then it shall be done in its entirety. 7. A copy of this Acccptance as Nvell 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 termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TII1S ACCEP"ANCE Manu Pcrez, P.E.; Product Con tr :ram Prod u 'ntroI Division Glazed Units FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0141-02 02-0419.08 (Application Filed) 52.0 7 X 2'0" 2'6" 2'8" 2'10" _ 3'0" 3b" Not Listed Not Listed - - X0, OX, OXO I j i 1 1 2'8" + 1'0" 1 COP-WL-MA0143-02 t.l r 02-0419.08 (Application Filed) r• Rating 52.0 Impact Rated NO 2'8" + 1'2" 210" + 1'D" 210" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02.0419.08 (Application Filed) 52.0 NO I IV' + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'C" - 3'0" + 1'0" 17' + 2'10" + 17' 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO i 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 , NO I 2'8" + 2'8" 210" , 210" 3'0" +9'O" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2'8" , 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 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 [lie product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local bui'ding codes specify the edition required. Masonite Werna'onal structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. O al oft MTEK" .� 1'111YMC1.At5 .KT"Y 0009% fM14.1 G"r 0o �" O"• r 01"r, Apie 29?Ont 0Masonile International Corporation "1 rodbMV.n9 9109-11 of y� xVn mlow,rmnu ro)lee /peCPhC)t %0eipn ma 0•o0w 011.w11y14eu 10 MfVC W4101A Wive. FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing I 27 _ 02-0418.03 2'6" — X COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'8" 2'10" ` 3'0" 3'6" Not Listed Not Listed - - Arrangement, ,MasoniteI rrl' OCCO D•Rating impactRated 2'8" + 1'0" 2'8" + 17' jt-2-10" + 1'0" 02-0418.03 COP-WL-MA0163•02 (Application Filed) 55.0 NO TO" + 1'2" 17 + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0.OX, OXO 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 02-0418.03 17' + 2'10" + 1'2" COP-WL-MA0164.02 (Application Filed) 55.0 NO I 1'2" ; TO' + 1'2" 2.6" 2'6" - 2'6" I i f2,8" + 2,8" + 2,8- r 2' 16" + 2' 10" + 2' 1 V 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 COP-WL-MA0162-C2 (Application Filed) 55.0 NO 2'10" + 2'10" 3'0" + 37 XX. OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 COP-WL•MA0165-02 (Application Filed) 55.0 NO 2'10" + 2'10" + 210" + 2'10" TO" + 37 + 3'0" + 3'0" otcS-. 1. Cccr a: ringernenis using fewer panels than wits! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite wernstlonal 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 ocher 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 81 PA203. U to raft' K" t.11v,.el, IIeM 1 •l: ..w'1 ..mot A. sNY•C.00A{ N•"TwurNNrsl•„ U" C. PREMry»• �, .7 • 60H i7. M? Masonite international Corporatior. ow C+•`1 '0 o,op.a�n of WONO .'o'Wenum M342 spfahcm.om. Orsia, ano �103.0 4N, :"in; 10 GDlnV, ..11M4 POI-M. Glazed Units FIBERGLASS DOORS 8'0" Height — Inswing ArrangementSingles1 2'0" 2'6" X 2181, 2.10" 3'0" 3'6" OAFMot QIRPM. ,Miami-Dader COP-WL-MA0146.02 02-0423.01 (Application Filed) r•Rating 40.0 InipactRated NO i Not listed Not Listed — — ! X5 Ox, I'11;0 Multiples (width) 2'8" + 1'0" MasoniteArrangement 1Miami-Dade COP-WL-MA0148-02 r 02-0423.01 (Application Filed) 40.0 1. M., NO i 28"+12" 2'10" + 1'O" 2'10" + 17 1 COP-WL-MA0149-02 02-0423.01 (Application Fled) 40.0 NO I 1'0" . 2'10" + 1'0" --� 17 + 2'8" + 17' 1'0"+2'8"+IT — 17 + 37 + 1'0" 17' + 2'l0" + 1'2" 17 + TO" + 1'2" TV+2'6"+TV 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" ;i t;" + 3'0" + 10" XX, OXXO COP-WL-MA0147-02 02.0423.01 (Application Filed) 40.0 NO TV + 2'8" 2'10" + 210" _ TO" +'S'O" 2'6" + 2'8" + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + TV 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1, Door arrangements usicg fewer panels Char, what. is stlown in the above chart also comply under the product approvals shown. 2. Assembly detai!s are available from. the Masonite Inlernalional website (www.masonite.com) or from the technical center. 3. !r.sta:'a:ion ins%:0io:ls arc. available from the f,%asonile International website (www.masonite.com) or from the technical center. :. Actu2i cosign pressure requi;ameni for a spaci'ic cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builoirng codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. O ak r_aff MTEK" 1.1"..N .1. •\{S C.T.v 000111 N•wTwu.. /Vwp•u (.++r Dr.n A;.i 2 a. 20_n2 r:VT C 91ci'U'1 el pl"'" N.P104c'n(mt ]U.H . t..l"nrar/.en Masonite International Corporation Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing (width), , 2'0" 2'6" 2'8" COP-WL-MA0166-02 2'10" 3'0" r., r 02-0423.03 (Application Filed) r• 47.0 ,. , NO ,•Singles X 316" Not Listed Not Listed — Arrangement X0. OX, OXO Multiples , 2'8" + 1'0" ,nite International COP-WL-MA0168-02 Miaml-Dade 13CC0 02-0423.03 (Application Filed) OP Rating 47.0 Impact, NO 2'8" + 17 2'10" + 1'0" 2'10" + 17' 37 + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Fled) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 172" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 17 + 2'10" + 17 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 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" TO" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 • PA202 & PA203. 0 O aka aff AR EK'- I:N'INY UOONS No".b.�.n�/M.,b-f.".r Oawf Aa+79. 2OD2 MdSOnlle International Corpora lion Oa,'Offl 9 W'9j m o, produce + pf, o,eu, mries sDeodiCPvDns. desq„,"d produc, deu.i suoKte 10 ~9e .0" oo'Ke. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement X Singles (width)F 2'0" 1 rl' r COP-WL-MA0101-02 01-1031.01 r•Ra ing 76.0 fill 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed - - X0, OX, OXO 1 F 2'8" + 1'0" F 1 COP-WL-MA0103-02 IIIIIIIIIIIN r.l• r 02-0109.10 (Application Fled) r•Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 37 + 1'0" 1'2" + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'O" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 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 8CCO protocol PA201, PA202 & PA203. Q Oak ra_ff AR EK" tlMt:"f I.A�S Y. N'I'NY UOONS Nan-Ta•e„a0 fi-VYr Fa-t Oar. ❑ AD.t 79. 7007 Ma30nite International Corporation pu, tonunwny 0,00,am "1 M90u0 _VD M lm mAt$ fettiftal Ms. Otsgn .14 D1a7u0 0M.1 WD-1 to twot ..hoa nave Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing Arrangement1 2'0" 2'6" X 2'8" 2'10" TO" 3'6" 7COP-WL-MA0121-02 D.dt 01-1031.02 76.0 NO Not Listed Not Listed —JUU — 1 X0, OX, OXO 2'8" + 1'D" 1 1 COP-WL-MA0123-02 1. 02-0109.09 (Application Filed) 55.0 NO 2'8" + 17 2'l0" + 1'0" 2'10" + 17 3'0" + 1'0" 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 T 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 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" TV + 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. O akcraff AR k EK'" �..,�.....�m ...,....." ur.d N^+T�F6•'N••f^'n ❑ � 11MI:MG1...[( F:NI'KY D OONa Aw929. 2002 Masonite International Corporation Our Comma-9 oropram of wodua irnDro"MNN M*" $Wfikaln . Orsgn fno WOW aewu WWO 10 MA" WOW mace. Opaque Units COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing COP-WL-MA0106-02 r 02-0109.08 (Application Filed) UP Rating 70.0 impact, NO Arrangement X Singles (width)�., 2'0" 2'6" 2T 2'10" TO" 3'6" Not Listed Not Listed — Arrangement X0, OX, OXO Multiples 2'8" + 17 , COP-WL-MA0108.02 of T6174. r 02-0109.08 (Application Filed) i• Rating 55.0 Impact1 NO 2'8" + 17 2'10" + 17 2'10" + 1'2" 37 + 17 37 + 17 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" + 1'2" 1'0" + 2'8" + 17 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2.8" + 2'8- 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + TV + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 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 8CC0 protocol PA201. PA202 & PA203. 0 Oakcraff AR EK" r.rl"r...l.. ,IN1: l:I.AI<RN'I'MV 1)OONt Nun_V�.w,nl ip.ry"Fmr)Dm.. (�)C,, ❑ A ap,+29. 2002 + Or. Masonite International Corporation 0., CVn,n q V,0Q A. or Dlp0ucl mp—Menl .01S S0 OKa1 s OISp" a"0 D�INI"n 01W SO'ect 10 Chan a w00V1 nobCe Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X Singles (width) 2'0" Masonite International COP-WL-MA0126-02 Miarni-DadYBCCO 02-0109.07 (Application Filed) DP Rating 70.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed -Multiples - • X0.OX. OXO (width) 2'8" + 1'0" , , COP-WL-MA0128-02 1 ,• 1 02-0109.07 (Application Filed) 1• , 55.0 ff ,. •, NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17 TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 17 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 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" +,1'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National. state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air. water, forced entrylor impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakeraff AR k EK'- ells e."<i I.A[S h.N'IMY DOOMS ra...T-- r4e.alau a"��•� Apra 29. 2002 our to" .—n prooram of pr Wo l imorovemeM makes'Wdkal— peso" ark IX06u l Oelad Su01eC110 ClraOpe 1000 001Ke. Masonite International Corporation MID-WL•MA0001.02 Unit SINGLE .••- 6• TYP. A I" UNIT 8'0" UNIT -15/16' 17-1/8- MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" 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 At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and 010 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 ApW29.2007 Masonite international Corporation 0w Commy-ny 0,0914m of p�o0utt imp�p..tTlM pNSlt SDK�IKilgni, oe Ypn and plodutl 014.11.0^1 Id [nanpt witWN n01Kt XO or OX ' 11 t Unit ' SINGLE DOOR WITH 1 SIDELITE 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. t • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" r t r r ,t r t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. f�. PRF/%f vie(.// ✓.:... / o. Atua29 20-02 Masonite international Corporation qw can.n..^; „atom W nrooa, ••,,rs.r,nrm nU�n Surma„om 0r39n �nr )'�C�[I 0M,1 3uo,K1 ,0 rN,9r .4".. no,ae. OX0MID-WL-MA0004-02 Unit ' SINGLE DOOR WITH 2 SIDELITES s HT'y' TYP. • Cl TYP. TYP. i A & 1 / ! 6' TYP. I'll" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 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 i • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and /10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 AP.il 29 2002 Masonite International Corporation Ow u.',.&V noon nu.n wtt,r+.nog.•. oxxo Unit DOUBLE DOOR WITH 2 SIDELITES 5 CL TYP• TYP. TYP. TYP. 'Ty'l I II it 1 11 it 1 11 Il 1~ 13- _ t ► t / t t T T I I • - Minimum Fastener COUnt • 6 per vertical traming member • 16 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. UNIT 8'0' UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. Rough Opening • r • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others• must be anchored properly to transfer loads to the structure. AD, i129.2002 Masonite International Colvolation Oy o0•a.n0.00 NOW. 01 0.00•n-M''MeM manes SDKs;al*ns. 4,S•d0 a•d 0•od.n dena when 10 t+a0de-h.11.4- XX ' ' ' ' ' ' Glazed Inswing Unit ' FIBERGLASS DOORS APPROVED ARRANGEMENT: o0 Double Door Maximum unit size . 6'0" x 6.8" 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 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-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 na aon MM ® 00 00 00 101 00 100 Series 133. 135 Series 136 Series $22 Series 1/2 GLASS: o a 00 0o aEl 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA• 23 RA_ 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be useo in the following door style: Eyebrow 5-panel with scroll Oak raft ARTEK'" r le "•It •m wool. r• n 1.-.re•� d I ItlLP(iLASf lN7 Nl'UUUM� New.h.e•.N rier 4. 1m Dm.. EM I, i.�� i•rr • April2g Y002 •• O.er•.v "se•. Masonite international Corporation OW conon„mp wowam of orodun mates sMou mops. desrpn rnd drodocl &134 $0,1KI 10 chanet w4hW1 rqK, XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 00 b a e 40e 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). Orr State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'- 1.riNl..ela rIUINI:I.\\.\ 1:rv1N\,1. 11.N♦ NonT..w.N e.pr.rly t•.r,Dmn Iyslla �A .+ 0.• . Deep. April29,2002 Masonite International Corporation Ow COmmwne Dr0gr4m 01 Dr 00,1 mpr menr makes sMdet,1*ns. dKgn and Dr000Ct &UU 500R0 10 cnange w000 n01Ne 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 Maximum unit site - 6'0' x 6'8" Design Pressure +52.0/-52.0 Limited water urdess special 1lveshofd design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact (esislant requirements lot 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 beet) followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 coo 11 00 00 00 101 00 100 Seres 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ❑ n ° C� 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RIL. 23 R/L. 24 RA. 107 Series' 108 Series 304 Series Series' 'This 9145 .n may also be used in the following door style' Eyebrow, $.panel with scroll r_— Oak raft AR EK'" w_....r. ... , t ......r ❑ r urc rrcu..1,x LNl'M 1'•UQuµS ro•.a..w.a rn-p•.. o+.. Dao.. PREM v»(..//, �,:..• CZ�J�Q�J'lifi�t:''" Apu129.2002 Masonite tnternationat Corporation ou. C001•nr•n. 0.OY'dn. Or W duCI •n.p.Ovtnitnl .n,.CS )Dtt.'4ClIpnS. Otl•Yn >'�e :.'N.vCI a-., 1u4i10 rG --, .W4Ct XO or OX I ' I Glazed Inswing Unit . 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n u 0� DO 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 0 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). r� / &—X�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak riff AR k EK'• ✓v Apr429 2002 Masonite International Corporation Ow com—.0 wwl m or D,00w xnormamem maws sWJ,car . Oeveo 4M oroOuO jM., "".CO io cNrpc wnnour noun Ox0 11 ra l Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Q 1 }4k > .r •k%'i.-' Y Single Door with 2 Sidelites Maximum unit size . 9'0" x 6'6` Design Pressure +52.0/-52.0 limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant re0uirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specity the edition rebuired. 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 U 00 on 00 101 00 100 Series 133.135 Series 136 Series 622 Series 1/2 GLASS: 0 ❑ 00 ° 00 00 00 an 00 00 105 Series 106. 160 Series' 129 Series' 12 R71, 23 RA., 24 R7l 107 Series' 106 Series 304 Series series' T1bs glass kit n47y 3150 be useo in the following door style Eyebrow 5 panel will) sCroll - Oakcaraff AR k EK" IIUL NI:L /.\.\ Lr+tN 1" Ul)1)N1 w�•T�••r••o r+«N••t^�>000/r �f� �lA(,.;// h:.w � O. At) rr129.2002 Masonite International Corporation 0w ron11nvrn0 U.og­n or pjoauO mwovemem makes SPKdlUrronseea0n and oioeucr GKhi Su0rK110 :Wgr .0.0...- OXO Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: re Oo nn 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: Y . 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.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakcrF aff AEK'. -m ,.,a.... „ r ...r rrucrcLnss [rvirrr uuurrs rao,..ra.-..e ra..ar-[Mn Dmn • o-• roe,.. April29,2002 Masonite International Corporation N, (onimump program 01 eroouct implo,emem makes switKatons. ees�gn ane pro4utl oelau $01M to Chine! nilhour "'Ke. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145-02 FIBERGLASS DOORS y O� i Double Door with 2 Sidelites Maximum unit size . 12'0- x 6'8- Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location Is determined by ASCE 7-national, stale or local building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 an on 00 00 000 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ° 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 FA. 24 R/L 107 Series' 108 Series 30e Series Series' -This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O4, raff AR k EK'- V.IKKIM L,ISS LNINV Un()MS lromgva,..elbreYl•i"vl Dew• �%� — Ov . 0• April 29 2002 Masonite International Corporation ovr [OMKW.ne prOeOm 01 0r00u0-01.,Menl n k4 5VK-1K31*nS. des'dn And 0-OduU 0nad 10 Crunee - W n01K! OXXO Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series - 410 Series log Series 114. 120. 122 152 Series 149 Series 300 Senes Series APPROVED SIDELITE STYLES: y 0 129 Series 200 series 12R, 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, 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 eraff AR k EK" ,..r�...•ry rr.T r,nrc wrtn�. cnl"� `u ru". .e,...t..u,.ee ra.gr... bwrom rrSG/e"I ��.✓/.J..... e Aprf129,j002 Masonile International Corporation Our COm�nyMq pOpam 01 DrDDeCI •ngOvtmem mates SpeCrIH.NgnS. OeSgn arM DrOduCl 0ela.1 W01<CI 10 CW,le w h" n01.Ce XX ' ' ' ' ' ' Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 r' 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit sin • 67 x 8-0- Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific 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: 0o as 822 Series oa 404 Series 108 Series U Oak Taff ARkEK'� rit1�Y r1Y1rp I11MKr.L n 11 UOU 1�1IIL Nf'.lAi\ ci r'rlNl' UUVNa rbn.T..a..N ibrrlw fnvY Dew. /'n(/►I��.✓� �nr. • n Ow• Y 0..�. / Apr829.2002 Masonite International Corporation Ow 01 0100,1 -molwrmem makes spec.l.cm.". des.el aM o•ooucl 0,14" SuO�fU 10 [NMr ",00 -O,Ke. XX i ' 1 I I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'� �... n tNtuC GL.,]] bNt � uuu". r+w,.r..vwrawr•u [mrr Dwn N1ry S April 29.2002 Masonite international Corporation D., coM.nlnne woo— of gooutt -D'o —Ml -Wt$ 3Dtt'li M*"S. 6-tt" ano Pod"' oela" Suo,tcl to "Wet without noj_ XO or OX '' ' Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: a �. 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 Mabmum unit size = 6'0' x 8-0- Design Pressure +40.0/-40.0 limited water unless special threshold design I$ 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 tocation is determined by ASCE 7-113tional. state or local building codes SWRY 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 STYLE'S: 1/4 GLASS: cam oa 00 822 Series 1/2 GLASS: 0 00 e0e Series 108 Series ■r. O ak raft AR EK'" r..r..:.•r. r,,T P. r nun"r. r.s♦<r;vr"v n.,r,w. rb..a..,m ra..p,.. b.or ooe.. Mn' /, /J� o. npra29 2002 Masonite International Corporation Uw com�wmo ar000nr or moo=a Mrmoramrnr main soec�rcmons. ea�en ano mans oer+a sourer w rnmpe +.nnom �or.ea XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: COP-WL-MA0148-02 i 8'0" FIBERGLASS DOORS 0 300 Series y.a a e50 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround, Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CIiY, $iAiE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft ARTEK" E.r1e\..etel.eT .. d. 1'% t Ul: Mr:kA S\ I:N-1'N\' 1)1 )t>N< ❑ m ove . Dev ADr029,2002 Masonite International Corporation Out Eonlm ,N D•oDtam of DtodVa -D.o\ rr,mj makes SoKOKit— DtS'DD aye WOW Del)N s0l V 1. 0a.ge -M., WKe Ox0 ttjei Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: .r . O O �y,yy Single Door with 2 Sidelites Maximum unit size - 97 x 8'0- Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beer) followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 Series am 00 00 822 series 108 Series a Oakcraff AR O EK'� E..1�.,•.I.I.o- .'K(;L � KN K IIU1: Nr:l A.-.� l:.Y'1'Ml',1)1>IIK.' NpnT..wnO fyrrl... E+vT Dow. �����JIrJr.lr � Apr429.2002 Masonite International Corporation 001 cdUKl g ,,oe1Nn of WM0 C1 �n1010,enleM r kt$ SDKIIKAI n$. Oeign rn0 01000C1 Oelrll SuDKEI 10 IN11ge w�1hOu1 �OUEe OX0 COP-WL-MA0149-02 Glazed Inswing Unit P 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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 loam 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, RE. — License Number 56533 — Oak raft AR4x-1= —Lrffx11 • VOOMS ❑go oee April 29. 2002 Masonite International Corporation Ow cmimuino prWam or wmw immovernem makes sriwLions. design am vodw detail $01"110 Cnimot .4h.1 ml" OXX0 OPtI II Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 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 87. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES:, 1/4 GLASS: 1/2 GLASS: a 00 ooa Series 11m as oa 822 Series 108 Series Oakcraff r_ AROEK" ,.tl�r:•.I.rre� N'.. rr.l� leer Vr<.1 1T101M(;LA.\\ LNI My 01)1)M.S tle..T .ar.<Iarrlru tmrt Dear — Ou• IrY Oeerr Aprd29,2001 Masonite International Corporation 0.1 ConM1n 9 0,100ram 01 DIODVr1 m010vMM1 -14S 0"In MO D1o0VC1 Otw S01M 10 COanae wrlOgO "Ke OXXO ' ' '' ' ' Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: uih,"' 8t0 Series 300 Series APPROVED SIDELITE STYLES: t r 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 tilled 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 (r�. • r ..J. r. n Y IIIC NGL.\[1 EPl'Ml'`U�lI1N5 I.p...r.. u.•a rs«>o.. bwr Due•. Nit>' - e /ICJ t",alV �r.��v /.•. Ap, 29.2002 �+ 0..• . ,Dee• r Masonite International Corporation Uur fOnlrnY�nQ Droer>T 01 pr o0, +'�p•Ov .n m»t3 Spt(ili(>Ig03. Otsrpn >n0 v,o" XX Glazed Outswing Unit APPROVED ARRANGEMENT: 0 0 4e{ COP-WL-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size . 6'0' x 6'8' Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: °°°° - a0 °00 nn 00 00 101 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ 00 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 Nit may also be used in the following door style: Eyebrow 5-panel with scroll O akicraff ART EW Apri129.2002 Masonite International Corporation 0., (pnl�nu�ny prpe.im OI p.ppY(r ^^��pvtmtM mi4(S Spe(.1�(NUnS. efS�Ort rnp p.0ep(1 —, SO.", ro cns�p< wnmo �or.c< XX Glazed Outswing Unit COP-WL-MA0162.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa oo 104 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oa AR k EK'� . � —1 ,I"I:L.\1�1:Nr `II".< ❑ /L� IIUNI UU Ow t De April 29 2002 Masonite International Corporation Oa conl�nwn4 D12— a D,.d- mpovlmtM mMn 3pN�401OM. DeSro^ erne D.DDvtl otl>�I SeMtt110 1Dinot wnnnvl nO1Kt XX Glazed Outswing Unit APPROVED ARRANGEMENT: I 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size - 6'0- x 8'0- Design Pressure +47.0/-47.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geograptEk 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: Mil 00 0o 622 Series 00 e0e Series 108 Series O71 akcraff R T EK" ART I IIbURGLASS LN'1.1 001)NS .brvt..wntE E. D— Aprd29.2002 ++Ow sD. Masonite International Corporation Ow Co.,.n g Droaliln ,t p.00ua -wo—m m.Ets Sptt�IHT�On1. 0,9.." D.00uE, DEUd wnrca Eo ~Q, _r,-, 1q.." Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xis Updated: 311812002 AGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 11000 1 2 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW FLEX0028 1000 3 INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW XOX CONFIGURATION FLEX0029 1000 INDEX MASTER FILE NUMBER 2 IFLEX002 0 11000 4 JINSTALLATION DETAIL W/TAPCONS HORZ SLIDING FLANGE WINDOW INDEX • ;.' 5 MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0016 1000 1500 & 2000 B JINSTALLATION DETAIL W/#8 SCREWS FLEX0026 11000,1600 & 2000 INDEX 7 MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FL.EX0018 1000 3 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,W50 & 2000 INDEX 12 '. MASTER FILE NUMBER 6 ISLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 150,1000 & 2000 13 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS FLF-XO027 1500,1000 & 2000 INDEX, 14 MASTER FILE NUMBER 6 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000/1600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 15 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 11600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES JIVMFIN 1100011600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFLG 1000 / 1500 22 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG 1000/Iwo 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 I 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 2HMFLG 2000 12000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 31 FLANGE VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFLG 12000 Pape i of 1 mllemostem-XIS TEST REPORTS q ALTi7 VMNDDYVS BT FLORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1 /2" X 84 1 /2" SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317--1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. 80AFTEST CONCRETE OR MASONRY OPENING BY DTdRS ONE BY WOOD BLKK BY OTHERS CAULK BETWEEN VINDOW FLA - t WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) WINDDV MCIGHT PERIMETER CAULK By OTHERS 10 CAULK SETVEEN %/INDOv FLANGE L PRECAST SILL V/VULKEM Its ADHESIVE CAULK OR APROVED COL. CNE BY WOOD .— CONCRCTE OR —104RT OPENIN(I' BUCK BY OTHERS Br OTHERS CAULK BETWEEN WOOD 1. BUCK L NAS'Y. DPCNING BUCK VIDTX (.60 ., j c•Kay.T By OTHERS SHIM AS P.EO'D. D. INSTALLATION ANCHOR. 'LANGE TYPE I/t' MAx, 3/16' CIA. TAPCON WINDOW FRAME (SEE NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCXGR 3/16' DNA. TAPCON SAOVN (SEE NOTE 9) u r C 1-1/4• MIN. C EMBEDMENT GLASS (TYP.) (SEE NOTES) I. CAULK BETWEEN , �r WINDOV FLANGE t WOOD BACK PRINE TER SHIM AS REO'D. CAULK 1/4• MAILBY OTHERS l , (SEE NOTES) WINDOW WIDTH I FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK SCTVECN FADER SECTION B—BY. OPENING BY OTHERS BUCK HEIGMT WINDOW HGT. I K. FLANGE TYPE L_ WINDOW FRAME SILL G WINDOW WTH. ---�j ELEVATION viEWED FROM EXTERIOR i^ ` SILL STOOL • * _1` 8Y OTHERS PRECAST SILL ^`� _�`_• By OTHERS TT � SECTION A—A��cgv1y c�R�- AV 2 12002 TAPCON LOCATION CHART CALL TIP TO ILOCAT.ONS A HLA JLOCATIONS IN JAMB UP VpSt UP TD SIZE TIP `O 50 .S, 50ov I TO , , , 022 74 X 26 C.0 IJ I,J. 023 74 % 3f 3/8 C.v .C.01 I.J.K.L IJA I 024 7- x 50 5/8 C.0 C.D.E IJK.L 033 ICE I/. x 38 3/8 S.C.c 3 �.O.f IJKI a 1 I 1 /. % • 8.C•.s.C.^C . 1 J;K.L G.M f,J!(. I T22 It1 % o .I, :._ : ,J i IJ T23 "1 % Sa 3/5 B.C.L + �A.E.F U.KA I IJ.K,L i t III x B.C.G.E I ".C,D.'.F I,J.K,L 1 J K L M2 x . .Ii.L C.�. .L I,J, ,L I,J.K.I M3 120 X 32 3/3 B.C.C.. I • C.D.E.F IJ.KJ, I IJ.K,L 1 % / A,S C.C.E.= A 2.C,b.E,F lm G.J x 1 J K.L 6020 72 x 24•U I IJ 6030 72 It 36 C.0 iCA ° u 1 IJ.K.L 72 X 48 C.0 ?.C.D.E I,J.K,L IJ K.L 7020 84 % 2• 7b30 84 x 36 8.C"? I c.0,0.E IJ.K.L 1 IJ.K.L 70t0 t % AA a.C.:.t. C CAE I,J.K,L I I,J.K,L —3020 96 % 24 8030 96 x 16 B.C.C.E C.O.E IJ,K,L I,J.K.L s 99 X to S.0 ..E +.S.C.OEY IJ.K L G N I JK 9020 108 x 24 .� �. I IJ.K.L 9030 108 % 36 B.C.D.: 3.CA = IJ,K.L IJ.K,I t 1 • .C.C.' A.9.0 i E.r 1 K K 10020 120 x 2{ .� -..� IJ IJ.K,L 10030 120 % 76 C.C.. I ! E.C,D. F IJ.K,I /J.K,I 10040 120 x 48 B.C.E'.E 1 1 As.C.b,E.F LJ.K,L 4J.K.L NOTES . 1) SHIM AS AEO'D. AT EACH INSTA.[ATION ANCHOR. MAJ(. ALLOWABLE SH:M STACK TO BE 1/4. . 2) WINDOW FRAME WTERu..: ALLY NUu ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SWIG ENT LTK TO ACMJEVE MIN, EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. A) USE SwCONIZED ACRYLIC CAW( BEHIND WINDOW FIANCE AT MEAD & JAMBS. SILL MUST BE +TTACHE� TO TXE SUBSTRATE WITH VULKEM 116 ADNEWE CAULK OR APPROVE-) EOLAAL. H 5) USE SILICONIZED ACRYL: : CAULK FOR PERIMETER SEAL AROUND EXTERIOR -� OF WINDOW FLANDE. 6) IF ExACT WINDOW SIZE I$ NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY USTEO WITH. NExT LARGER SIZE. FOR Tr,-'- APPROPRIATE DESIGN PRESSURE REOA. .,J B 7) GLASS THICKNESS MAY vARY PER THE REOUIREMEN'S OF ASTM E1300 CLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCGN LOCATION CART INDICATE WHERE TAPCDN ANCMORS AR. TO EE INSTAL'_ED OMEN USING THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED H'ULES NOT DESIGNATED FOP TAPCON ANCHOR SMO(x,D BE FILLED W:•y JB STREWS OF SUFFIGENT LTN. TO PROVIDE MIN. 5/1 IN. EMSEOME',T tN7 WOO; BUCK. 10) APPLICATION DF VULKEV 11f A:HESN: CAULK AT =BANE SILL MUST COMPLY WITH SEALAN' MANuFA:TuP:?'S RECOMMENDATIONS. ' 11) WHERE WINDOW IS INSTALLED iN MASONRY OPENING WITH A STRVCTUAL TWO BY BUCK. USE %'O SC%:WS OF SUFrIC1ENT .:NGTM TO ACHIEVE 1-3/6MIN. EMSEOM:+vT A; 4_1 IN3:ALLATION FA:TENER LOCATIONS. SHEATHING CAULK BEYvEEM BY OTHERS WINDOW FIN L SHEATHING INSTALLATION ANCHOR #9 SCREW STUC'1J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TYP.) Wj (SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK By OTHERS I' MEN' TWO BY WOOD IK i3CDNTj— /_ BY OTHERS INSTALLATION ANCHOR f8 SCREV STUCCO OR SIDING IT 07MCRS CAULK BETWEEN I WINDOW FIN �J I•NIIN. L SHCATMNG SHEATHING EMBEDMCNT BY OTMERS SECTION A -A I/4• MAX. SHIM SPACE SHIM AS REO'D. (SEE NOTES) FIN TYPE WINDOW FRAME HEADER FIN TYPE VINDOV FRAME SILL VINDOV WIDTH y 24 O.C. MAX. P. IIIT A �T e WINDOW HEIGHT E PACES / ANCHORS (TY�P.) A 24' O.C. (TYPJ 116 MAX. (TYP.) 6' MAX. (TYP.1 ELEVATION vlEw M X RIOR MARBLE SILL STOOL BY !+�• _ OTHERS a+.GII�T:��Irs.:�H+� ik-uR isA, �.:3. A F. �'�T L(�R/DA EXTRuDc'RS _ A.:si..7 ♦� Flu � I �l/v SHiM ^ ----• SPACE MAX. SHIM AS REO'D. , (SEE NOTES) TWO BY WOOD,- REV DESCRIP' BY OTHERS I N1 n 212002 —WINDOW WIDTH TWO BY WOOD By OTHERS SHIM AS REO'D._,__1 (SEE NOTES) 1/4' MAX. SH!M SPACE CAULK BETVEEN WIMDOW FIN F F L SHEATHING I' Mill EMBED--=v �f GLAZING (TYPE J (SEE NOTE 7) pERIME7ER J LAULR / / •HHEATHING 6r G AUK 8Y OTHERS FIN TYPE WINDOW STUCCO OR FRAME JAM3 SIDING BY INSTALLATION OTHERS ANCHOR 43 SCREW SECTION B-B S I) SWM AS REO'0. A014CENT TO. EACH INSTALLATION A..CHCP. MAX. ALLOWABLE SHIM STACK TO SE 1/4. 2) Wv4D0w FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) IINSTALLATION ANCHOR MUST BE OF SUFFC'tiNT LTH, TO A.MIEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME MEMBER., 4) USE SK)CONIZED ACRYLIC CAULK "NO w!NOOw F;N A' HEAD. SILL t JAMBS. S) USE SIUCONaZ£D ACRYLIC CAULK FOR PER:MCTER SEA: A:ROUNO EXTERIOR OF ww00W FRAME. 6) GLASS THICKNESS MAY VARY PER THE RE:AREMENTS 01 ASTM E1300 GLASS CHARTS., 7) INSTALL INSTALLATION FASTENERS AT 6' MAX• FROM COF.vERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. W7" A.VCHCR SPACING AS STATED. IS 70.0 PSF FOR ALL AvNLLBLE SIZES UP TO 73' X 71' MAX. ►REPARED BT PRODUCT t APPLICATION EwANURING, INC: Z7D INIE4MAi A7Nl PKWT.. :U)TE VA. HSA-.-P2v, FLJH:DA 2Z74s n4c 4:1 Waa Jn7 H.A •a� aIn-Waal s _ I• MIN SHEATHING I.M5E91ENT CAUL DE T UEiC► by OTHERS G SHEATHING I INSTALLATION ANCHOR 88 SCREW STUCCO OR / .SIDINGO7HE11 R' iH ►ERINETER CAULK D+ OTHERS TWO by WOOD yr OTHERS 1/a' MAX. SHIN SPACE �— SHIM AS REO'D. rim TYPE (SEE NOTES) WINDOW FRAME NCADCR GLAZING SEE MOTE T) VINDOV HEIGHT FIN TYPE WINDOW FRAME SILL MARBLE SILL STOOL By OTHERS PERIMETER CAULK I BY DTHCRS SF INSTALLATION II ' ANCHOR !8 SCREW SHIM A; STUCCO OR (SEE NE SIDING By OTHERS CAULK BLTWEEN WINDOW FIN L SMEATMIMG SHEATHING 'I 1'MIN EMBEDMENT TWO by WOOD BY OTHERS By CI RS SECTION A -A I/A' MAX. CAULK BET VEEN VINDOV WIDTH SHIM SPACE WINDOW FIN L SHEATHING TWO BY WOOD BY OTHERS SHIN AS I v I (SEE NOTES) ES> 1' MIN. EMBEDMENT _f 0� —� SECTION B—B EOUALLY SPACE ANCHORS (TYP.) N 11e. T) SMTM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. A 6 MAx. MAx. ALLOWABLE SHIM STACK TO SE 1/4•. 24' O.C. (TYP.) 2) wNOOw FRAME wTERWL: ALUMINUu ALLOY $061 MAX. (TYP.) 3) NSTALLAT*x ANCHOR MUST BE OF SUFFICIENT LM. TO 6' MAX (TYP ACTiM MN. EMBEDMENT OF I' INTO WOOD FRAME MEMBER. A) USE SRJCONIZED ACRrx CAULK BEHIND WINDOW FIN AT MEAD. SILL k JAMBS. L VATQ N =) USE SrUCOrAZED ACRr.JC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. ' MAX. VIEW OM X RIOR 6) GLASS THICKNESS MAY VA3Y PER THE REO(XR£uENTS OF ASTM SPACE 0300 CLASS CHARTS. F.4* �� t•!r••.�^. A f� T 7) INSTALL INSTALLC*N FATENERS AT 6" MAX. FROM CORNERS i.�l .s» v`..i 1f-: Ia. •mil. Ab. AND MAX. 24' G.C. DESIGN PRESSURE. CAPACITY OF �,,F.� u� INSTALLATIONS wt-n ANCY7R SPACING AS STATED. IS 70.0 PSF FOR ALL AVARA?:E SIZES UP TO 119' X 49 5/8' MAX. r%R,oA �V_Q0 tEO'D. a. / .S) yusma' E U # REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATtoNAL. INC. SANFORD. FLORIDA TITLE: INSTALLATION DETALL �/ a8 SCREWS HORT SLIDING FIN WINDOV xOx CONFIGURATION- SERIE, 1000 DRAWN BY: BB APPROVED BY: r •." j `41z ul DATE:12/17/01 SCALE: N. T. S. DWG.: FLEX0029 '►REfA;CD 11. ARODIX:T L AP►LICATOTN ENWNCCl/NG. INC, 2S0 )NTCRNATwN.I KV+., S�lTC t50. H[ATMY'JV. •.D►.iDA Jt7K PHONE Ap7 !OS-07iS Fu �07 !I".-0760 GLAZING (TYP:) SwEATHING (SEE NOTE 7) WINDOW WIDTH B+ OTHERS PfR;METER 2A' O.C. FIN TYPE WINDOW CA(ILK FRAME JAMB BY OTHERS INSTALLATION TIDN TV. A STUCCO IR ANcNa) .a sctt£v II <TYPJ SIDING 8Y T RS WINDOW HEIGHT / e LE OBE BY WOOD CONCRETE OR TAPCON LOCATION CHART CONCRETE OR CAULK BETWEEN DOD INSTALLATION ANCHOR BUCK B7 OTHER$ MA'ONR7 OPENING MASONRY OPENING BUCK t na$-r. OPENING 3/tS' DIA. TAPCON Br�"j;'S CALL TIP TO L A.I N IN HLA LOCATIONS IN JAMB BT OTHERS BY OTHERS H-W. ' I-li.• MIN SIZE TIP To �To 70 J I oaf ONE B7 WOOD (BUCK WIDTH) E.x1«EHIT TO TO TO TO TO TO 1/•� SMSH I Sat X-sr ( 7 w BUCK BY OTHERS SPACE MAX. I Ih2 26 t/2 x 26 C C C CM G,M CM 1-4/4' MIN. FLANGE TYPE 26 1/2 1 38 3/e C C C G.N G.. G.H CAULK BETWEEN 4 En9EDNENT WINDOW FRAME $HIM AS NOTES) tMs 26 +/i x 50 5/e C C C GMJJ WINDOW FLANGE G JAMB (SEE NOTES) I 1M.5 26 1/? x 56 1/4 C C C G.H GM G.n.I.J L WOOD B —•1 tH5 26. /2 x III C C C GM G.HJ.J t IN$'ALLA,I,7N ANCHOP, t+ H6 26 +/2 X 72 C C C C.H c.M)•) cl,!.J }\ ( 3/16' DIAL TAPCON 0 2 X M M ITS 23 37 x 38 5/6 C C C cM .-J G. SPACE Max. 24 37 X SO s/e C G C G.n G.H).J G-.!J R Z!N N.EAD 295 37 X 56 1/4 C C C G.n GM),J C !,J C-LAZING BEAD 25 37 % 63 C C I C C.H GM),J C.-J,J GLASS (TTP.) 2b 37 1 72 C C C GH.I.J G.H)J Ei.GM.LJ U. IEEE NOTES) $ X x 5 .-J p 33 53 1/e x 38 3/9 C e.0 e.0 I G.H G.H cMJ.J 3. ss ,/e X 50 s/e c e.c =c c.H GM!J cMJJ STUCCO 3•5 53 1/3 x 56 1/4 C B.0 '.0 GM.IJ GMJJ E.F; +m. J By OTHERS 35 5J I/e X 63 C 8•C 2.0 G.H,IJ GMJJ E.F.G.ti!•J $HIM AS REO'D. 3 ,/ x 7 C e.0 I 6.0 GMJJ ET,GM!.J E,F,GM.0 PERIMETER (SEE NOTES) 2 I .,.n CAULK CAULK BETWEEN C23 74 x 35 3/3 B.0 B.0 A.3.C.0 C.H GMJJ GH)J By OTHERS B.M WINDOW ruANCE D2s R x SO 5/e B.0 S.0 I A,-.0 0 G.n I.J GMJJ E,F.G.H.0 VM. (BJCK L VODD BUCK v 0241 74 X 56 1/4 B.0 B.0 A.9.c GHJ,J E.F.GMJJ E F.G.M.I,J FLANGE TTPE HEIGHT) r A.?.C.D GMJJ E.F.G,nJJ E.F.G.six (WIMMW D25 74 x 63 e._ B.0 HEIGHT) WINDOW FRAME > 74 x 72 8..c e.0 I A•-C.0 CJ(,U: E.F,GM!.J U.GMJ�. HEADER PERIMETER G1 GLASS <TTP.> CAULK STUCCO 220M 4 % • . (SEE NOTES> By OTHERS By OTHERS 20U40M 24 x a8 C C I C G.n GM I G.H V.V. 20M464 24 X 54 C C C GM GM G,nJ,J (WINDOW WIDTH) CAULK BETWEEN 20W50. 24 X 60 C C C G,H G.H G.M.I,J p WOOD BUCK L > 4 . X 7 C C C G.M. G.M J »IJ SECTION B — fJ naS r OPENING 3oM204 36 % 24 ,M M » HO+tc: 'Y OTHERS 30430M 36 x 36 C C C G.H GM -GM RIGID VINYL 1) SHM AS REO'O. AT EACH INSTALLATION x4CHOR. MAX. A_LOWABLE 30M404 36 X 48 C C C G.H G,H).J GMJJ GLAZING BEAD 3OW46M 36 X 54 C C C G,H c,HJJ CMJ.J jHIM STACK TO BE 1/4'. [TTP.) 304504 36 x 60 C C C C.H GMJ.J GMJJ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 606J. 30Y604 36 X 72 C C C G.H!J G.N)J E.F,G.M!.J 3) INSTALLATION ANCHOR MUST 9E OF SUFFICIENT LTH. TO ACHIEVE MIN. 4 M V. PERIMETER FLANGE TYPE EMBEDMENT OF t-1/i INTO MASONRY OR CONCRETE. 404304 48 x 36 C C I 9.0 G.H G.M G,n,1A CAULK WINDOW FRAME 4) USE SUCONrZED ACRYLIC CAULK BEHIND w-,NOOw FLANGE AT HEAD ✓< 4OM40u •H x +E C C 6C G.n GMJJ CMJ,J B7 OTHERS SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 4OM46M •8 X 54 C C 9.0 GM G:HJJ G:n!i 116 AOHESVE CAULK OR APPROVED EQUAL. 4OW50M 48 x 60 C C 3.0 G,r.J.J GMJJ E.F.G^u 5) USE SILICOwZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND .0460M 48 x 72 C C 9.0 G.n J,J E.F C;HJ J F H I EXTERIOR OF WINDOW FLANGE. D.t ,n .H M v 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CMART, USE 4SM40M 54 x 36 C 8.0 I 9.0 GM G.H GMJJ ANCHOR OVANTITY LISTED WITH NEXT LARGER SIZE. FOP. THE .6M40M 54 X 46 C e.0 B.0 GM GMJJ G,HJJ APPROPRIATE DESIGN PRESSURE REO•D. 46M46M 54 X ss C B.0 B.0 G.M,LJ G,M)J E.F,G.H,LJ 46M5OM 54 x 60 C B.0 B.0 G.HJJ GMJJ E.f,G.HJJ 7) GLASS THICKNESS MAY VARY PER THE REOLUREMENTS OF ASTM E1300 . 4 S• x 7 r -.0 Ht f I CLASS CHARTS. .AME 4 B.0 G M GM G.H CAULK BETWEEN C G 8) LETTER DES*MT9)N5 ON THE TAPCON Uor-ATKN4 CHART INDICATE 5OM3OM 60 x 36 C S.0 B.0 GM I GM GMJJ WINDOW FLANGE V WHERE TAPCON ANCHORS ARE TO SE INSTALLED wHEM USING THE SOMaM( 60 x 48 C e.0 e.0 CM G.HJJ GMJJ L PRECAST SILL EXTERIOR ELEVATION AS A KEY. 50MA6M 6C X 54 C BC S.0 G,HJ,J GMJJ E.F.G M,1,J V/VULKEM 716 PRECAST SILL SECTION A —A 9) All FACTORY APPLIED HOLES NOT DESIGNATED FOR TA:CON ANCHOR 5pM5pM 60 x 60 C B.0 e.0 C.H!.J G.nJJ E.F,G.M.0 ADHESIVE CAULK BY OTHERS SHOULD 3E FILLED WITH /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE SO460M 60 x 72 C B.0 -.0 G.H.I. E.F.G.N!J EF.G.m.0 DR APPOOED EOL. MIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK. 56WOM 66 % 36 e.c B C a,3.C.: 0.11 G.H G.H)J W.W. — IC) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT F;iAME Ski. MUST 56M•DM 66 X AS B : eC A?;C.O G.H GH)J G.HJ. COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 56M464 66 x 54 B.0 B,C Alc : IJ c,M.GM).J A 71:) OE,f,G.MJJ NE ADOITK)NAL FIELD OP.14LED 8: INSTAL,EO ANCMOF i$ REO'D. IN 55LIsOM 66 X 60 E.0 B.t A.3.C.Z G.n!.J E.F.CM!.J E.F,G.n.),J A 6 C p EACH JAMB ON THE FOLLOWING SIZES: -D25- (73 7 62). 'D26' 56M6G+ 66 X 72 e.0 6.0 A -.C.. C.HJJ E.F.GM,+.J E F.G.H ),J- 73 x7t 56M60Wi 65 x 7t h-60M60Y (71 X71). PLACE O4- ,H ( ) ( )• 72 x 36 e`C B.c A.?.C.: G.H G:M GMJJ ANCHOR BETWEEN ANCHORS 'C AND I AND BETWEEN ANCHORS 'H6OW4> 72 % •S 6C B.0 A.3.C:: G.n G.N),J G.H!.J / HE J OVER ss v5r ONLY. 60446M 72 x s• eC B.0 A.?.C.: c.H!,J c.H).J E.r.c:HJ.J I _ 12) INHERE w)t�pw IS INSTAL! -0 w wiONP." �ENwG wITr1 A STRUCTUAI gpMsOM 72 X 6G °C B.0 A.:.C.: G,M,I J E,F.GMJ.J E.F,SM).J F TWO BY WOOD BUCK. USE I10 SCREWS OF SUFFICIENT LENGTH TO 72 x 72 ' C B.0 A,?.C.: G H I J I E.F GM!.J F r H I ACtnEh t-3/8' INN. NOTED T 11. wDD AATK7N FASTENER r- r ACMVLOCATIONS. 3/ SIZES NOTED IN NOTE et+ ADO A 1:D SCREW ■ADD.I IONAL AN_i,JRS RE�—D. S=E NOTE It G ' H , ANCHOR I TO EACH JAMB FOP NOTED DESIGN PRESSURES. - INTERNATIONAL, INC ! 1 a FLONIDA L 19U DENS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/ TAPCONS MANUFAC'� f HORZ. SLIDINE FLANG-- WINDOW - SERIES 1000 VAT I O N ME DRAWN BY: BB f APPP.OVED BY: "ROM EXTERIOR • <(. Nur. DATE: 10/23/01 scALE: NTS DWG.: FLEX0020 psF_PAxr: ir. PA!06v:1 L A►PL}UTIOHI E.Y,IHa- 4:r.:. }rIE. 250 U.TERN'L^ PaWI_ :J:TE 250. AE.)-:7w. r:55A 32746 :mW 6:7 BOS•07e5 Faa .7" 305-03s4 FA ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAM BY OTHERS RIGID VINYL GLAZING ICAD (TYPJ CONCRETE OR r MASONRY OPENING BY OTMEPS D a CAULK BETWEEN WOOD BUCK t (RUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA. TAPCON Mx BY OTHERS ---_ 1-1/6' MIN. EMBEDMENT INSTALLATION AA ON ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D.. - 1/. MAX. (SEE NOTCS) FLANGE TYPE - WINDOW FRAME HEADER F'-ASS (TYP.) (SEE NOTES) SHIM AS REO'D. RIGIa V:NYL 1/•• MAX. GLAZING BEAD (SEE NOTES) (TYP.) GLASS (TYP.xSEE NOTES) y 1-I/•' MIN EMSE pMCNT. D St 0 By THCRS v O FLANGE TYPE -� WINDOW FRANC JAMB , CAULK BETWEEN p VINDOW FLAMGE PERIMETER L WOOD BUCK CAUL. aY D-MERS W.V. (WINDOW WIDTH) I • , B.H. (BUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL v/ VULKEM 116 ADHESIVE SECTION p-p CAW(. OR APRv'D. EOL. U O FLANGE TYPE PERIMETER vINDOv FRAME CAULK SILL BY OTHERS CAULK BETWEEN WOOD BUCK L MAST. OPENING BY OTHERS CONCRETE OR MASONRY DPENING By OTHERS ° W.W. PRECAST TILL ° ° ~ 9Y OTHERS -- FA A B CNOTES. SECTION A-Aq 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D E SN6M STACX to BE 1/4-. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. r- -� 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE ' MIN. EMBEDMEMT OF 1-1/.- INTO MASONRY OR CONCRETE. 6) USE SwCOmZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J D K B %1 k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRA--L WITH y WLXEM 116 ADHESIVE CAULK OR APPROVED EOUAL S) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER Sall AROUND W.H. F G .r EXTERIOR OF WINDOW FLANGE. . 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE Aa ANCHOR CUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE ` (� APPROPRIATE OE9GN PRESSURE REO"D. 4 7) GLASS THIOXNESS MAY VARY PER THE REOU,REMENTS OF ASTM E1300 CLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I O L TARCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAMS -1019 TO aDPSY .t,sr TO 70PSr 3C.V TO 60W 6;PV TO 7>V SIZE SIZE 12 t! 1/0 X 25 B B F,G F.G t6 U 1/8 X 49 5/1 B B F.G F.G 115 18 7/3 1 $5 1/4 B B F.G F.G 1s 16 1/9 A 62 B B F.G F,G 16 16 1/8 X 11 B B F.G F.G.MJ 17 1 1 4 X 3 Fc F.G. + lm2 23 1/ F. 1H3 25 1/2 a 37 s/s B 8 r,c F,G 1M4 25 1/2 X .9 5/8 B B F,G F,C.h) 1H45 25 1/2 X 55 1/. B B F.G F.CMJ INS Z5 t/i 1 62 , B , B F.G F,G.HJ 1M6 25 1/2 X 71 B B F,G F.G.Mj )H7 25 112 1 83. e 8 i.CAA F,CJ.x 30 1/2 . i6 M f/i 1 25 B B F,C F. 30 1/2 . >e 3/8 29 1/2 X 31 3/11 X 49 5/3 B B F.G F.G.HJ 30 1/2 . 50 5/8 29 1/2 1/2 X 55 1/1 B B F.0 F,C xi 30 1/2 . 56 1/4 29 29 1/2 X 62 B B F.G F.GM.; 30 1/2 . 63 30 ,/2 . 72 29 1/2 X 7t. B B F,G.HJ r.G.H) 30 , 2 . 8• 29 111 X 83 D B F.G.J.K F.CJ.K 36 31 25 36 X 37 /8 B B F.0 F. F.G F.4 F.CMJ 24 245 36 a 19 /e 36 X 35 1/4 e B 8 B F.G F.G,hJ 25 36 X u B B F.GMJ F.G.HJ 26 36 1 71 B 8 F.G.H.I D.E.F.G,�J 7 36 X 83 B 8 F.C,JJ( F.G.H,,J.t A X 26 .2 . 38 3/3 61 X 25 .1 X 37 3/8 8 B F.G FA r.G MJ ►.C.MJ .2 . 50 5/3 .1 X 49 5/8 B B B B F.G.M., F.C,HJ 12 s 56 l/. 62 , 63 .t X 53 1/4 At x 62 B B F.GJLI D.E.F.GrJ 62: 72 { A .1 17' 41 X 83 B B F,cMJ F c .K O.E.rArJ F.C.HJJ.X 68 . 26 A7 x 23 B B A. A.0 F,G r,GM) .8 . 38 3/3 .7 X 37 3/8 B A,C f,C i,GYJ b . s0 5/3 6 f/. .8 5.6613 A x .9 S/8 47 X 55 1/4 B A.0 F.C.MJ F,C.r.J .0 . 63 :i 71 a tic F.G.M,1 r.G mi D.E.F.Gt-) D.EFAJ`J .6 . 72 X 47 1 63 F - - K 32 33 52 1/3 X 25 52 1/0 X 37 3/8 a B A.0 A.0 F.G F.G F.G r•GMJ 3. 52 1/3 X .9 5/8 1/. 8 tiC A.0 F.G.M.1 F.O.HJ F,CMJ MF.G.HJ 3.5 35 52 1/8 X 55 51 1/8 X 62 B - e A.0 r,G.N.1 D.E.FAAf 36 52 1/8 X 71 B A.0 F.C.Hi O.EF.GM! . 31 52 1/8 X 83 B AC F.G.J.X D.EF.GJ.K.J.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE INTERNATIONAL. INC PC EXTERIOR ELEVATION AS A W. .J N1y 91 ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAON _ FLORIDA EXTRUDERS SANFORD, FLORIDA ANCHOR SHOuLO SE, FRLED WITH /8 SCREWS OF SUFFICIENT LTH. A TO PROwDE MIN• 5/3 IN. EMBEDMENT INTO WOOD BUCK. "' FLORIDA ES '�FLORIDATINE`� T IN T20 E L E VAT I O N PRINT ALSO APPLIES i0 T/1E ILOEXTRUDERS 1500 AND 2000 SERFS SINGLE MUNGS. 11) WHERE 3YIMDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK' USE nD SCAM OF VIEWED FROM EXTERIOR SUFFICIENT LENGTH TO ACWEVE 1-3/B- MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE uINDOWS - SERIES 1000 , 1500 L 2000 DRAWN BY: BB APPROVED BY: DATE: 10/09/01 SCALE: NTS DWG.: FLEXOOI6 PREPAREO 11"; PR00.CT A APPUCI:KIM TAGXIEEA•K:. 1MC_ Z50 WTERNATX)%k PKY... SU n 250. MEATHRDM, rUORIy 727.E ►etOMC 407 005-0365 1-407 0.3 )366 a CAULK BETVCEN SHEATHING B7 OTHERS WINDOW FIN L $HEAT14ING INSTALLATION ANCHOR II 29 V'GOD SCREW STUCCO BY OTHERS PERIMETER CAULK By OTHERS WINDOW HEIGHT GLAZING (TYP.) (SCE NOTES) PERIMETER CAULK BY OTHERS 1' MIN, EMaEDMCNT WINDOW WIDTH 1/4' MAX. TWO BY WOOD SHIM SPACE BY OTHER; TWO By WOOD SHIM AS REO'D. STUD BY OTHERS (SEE M07E5> SHIM AS REO'D. / (SEE NO ES) r �r�.tA+r• C,N'>i t-AL 1C .��j �'y�Lgp7� / �•7 16 1`L1+`�� r I' MIN. EM3EDr.:NT 1/4' MAX. ) ,{� GLAZING (i TP.) qa �jj" SHIM SPACE FIB # cSEE NOTES) t $M[ATHING. BY OTHERS FIN TYPE WINDOW FRAME CAULK BETWEEN HEADER F;N TYPE VINDCv FIN GLAZING (TYP.) WINDOW FRAME i SHEATHING (SEE NOTES) WINDOW JAMB PERIMETER VDTN CAULK •S WOOD TS RED A BY CTHERS STUCCO BY GTHCRS SECTION B-B 2A' D.C. MAX. (TYP.> EOUALLY SPACE ANCHORS (TYP.) WINDOW )EIGHT �$: 1) MAX.AS REO-DALLOWABLE Al EACH INSTALLATION 1 ANCHOR. AX. ALLOWABLE ATE S7ACALA MI BE ALLOY . 2) WINDOW �FRAME MATERIAL ALUMINUM ALLOY 60E1. ,. 3) INACHIEVE ANCHOR Ha,St 8E OF INTO WOOD BUCK. 70 A:,M(EVE WN. EuBEDI,EM OF 1' INTO WOOL` BUCx. A MAX. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN (iTP.) AT HEAD. SILL h JAM?S. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIuCTR SEAL L&' ' MAX. (TYP.) AROUND EXTERIOR OF W NDOw FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN AMC) --.OR CHART. USE ANCHOR ObV1:ITY LISTED WITH NEXT LARGER SIZE. F!M T7PC T) GLASS TH"NESS MAY VARY PER THE P.EOUIREvENTS OF ELEVATION vlNmv FaA,E ASTM E1}00 GLASS CHARTS. SI►(ARBLE SILL H) FLORIDA EXTRUDERS IDDO SERIES SINGLE HUNG IS SHOWN. ST�1, VIEWED FROM EXTERIOR THIS PRINT ALSO APPLIES 70 THE FLORIDA EXRR)DERS 1500 HY OTHERS AND 2000 SERIES SING: HUNG WINDOWS. INSTALLA-10, ANCHOR I ` TWO BY WOOD , gB WDDD SCREW BY OTHERS STUCCO BY OTHERS REV] DESCRIPTION DATE INI FLORIDA EXTRUDER, INTERNATIONAL. INC CAULKBETWEEN1 SANFORD, FLORIDA WINDOW FIN SHEATHING L SHEATHINGBT OTHERS I'MIN. TITLE: INSTALLATI=N :,:TAI_ W/a8 SCREWS EMBEDMENT - SECTION A -A SIN5-E HUNG FIN WINDOW - SERIES 1000, 1500, 8 2000 DRAWN BY: BB APPROVED BY: DATE:12/13/01 ;SCALE: N. 7 S DWG":FLEX0026 SHT 1 OF 2 ____ ___ _ _�__- _ _Y..__.._.. _...._�.e.... ...• a, n.rre....,r..-. ...... r.•.r �.. �..-1-. r..,..r.. •.-.c sru .ne AlI4_nY4 r•t •eY An.e7ce 7 CONCRETE OR MASONRY OPENING Br OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN ` WINDOWFLAME- ILVC ► WOOD BUCK stucco J BY OTHERS PERIMETER CAULK Br CTHERS GLASS (TYPJ (SEE NOTES) vx WINDOW -kCIGHT) PERIMETER CAULK BY OTHERS a CAULK BETWEEN WINDOW FLANGE a PRECAST SILL V/VULKEN 116 ADHESIVE CAULK OR APRV-D. EOL. n INSTALLATION ANCHOR r 3/16' DIA. TAPCON / CAULK BETVEEN ;BUCK a oY. OPENING BY OTHERS GLASS (TYPA 1-I/4' MIN (SEE WES) - C EmXomENT O•A•F' A SHIM AS REO'D. cSEE NOTES) FLANGE TYPE WINDOW FRAME `✓.W. RIDGED VINYL GLAZING BEAD Sit/I (BUCKHEIGHT)iB RIDGED VINYL W.H. GLAZINGREAD �7T I //1 24' O.C. AX. (TYP-) FLANGE TYPE f- WINDOW FRAME 6' MAX. (TYP.) a a PRECAST SILL BY OT)(ERS SECTION A=A A —t' ELEVATION VIEWED FROM EXTERIOR B.V. -(BUCKWIDTH) SHIM AS REO'D. 1/t' MAX. (SEE NOTES) RIDGED VINYL GLAZING BEAD INN CONCRETE OR CwM;'YCwI MASONRY GPENLNG BY OTHER; C> INSTALLATION ANCHOR 3/16' CIA. TAPCON v O v OHE 9Y VOCD BUCK BY OTHERS FLANGE TYPE / v CAULK BETWEEN WINDOW FRAME CAULK BETWEEN PERI:.£TER WINDOW FLANGE CA TER a WOOD BUCK BY GT.ER$ WOOD BUCK a V.W. PtAS'Y. OPCNING �--�•--(V(NDaV WIDTH) � BY OTHERS STUCCO BY OTHERS SECTION B—B NOT S t) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX_ ALLOWABLE SHW STACK TO BE 1/4. 2) VANDOw FRAM- MATERIAL: ALUMINUM ALLOY 6063, 3) 3/16' DIA TAPCON wSTALLATtON ANCHORS MUST BE OF SUFFOENT LTH. TO ACHIEVE WIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE StUCONZED ACRYLIC CAUL( BEHIND w110OW FLANGE AT HEAD & ,wN85.. SILL MAST 9E ATTACHED TO THE SUBSTRATE wRH WLKEM 116 ADHESAF_ CAULK OR APPROVED EOUAL.. FOR PER:METER SEAL AROUND EXTERIOR OF VANDOw FLANGE. 5) USE SILICOHIZEO ACRYLIC CAULK 6) IF EXACT vANDOw SIZE IS NOT LISTED IN ANCHOR CHIARi, USE ANCHOR DUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRUTE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOLnREMENTS OF ASTM E13DO CLASS CHARM B) wHERE SPACING BETWEEN TAPCOn ANCHORS EXCEEDS 24 IN. O.C.. f6 SCREwSor SUFFICIENT LTH. TO PROVIDE MIN. 5/8 w. EMBEDMEN ` INTO WOOD SUCK SHOULD BE WSTALLED APPLIES TO THE 9) RORtDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. HIS ALSO FLORSOA EXTRUDERS 2000 SERIES FIXED WINDOWS. - 10) SEE BACK OF THIS SHT• FOR *6%*N ANC•IOR REOuIR£MENTS. Y WHIN SEALANT 11) APPLICATION OF VUU(EM 116 ADHESIVE CAUtX AT FRAME SILL MUST COMPL MANUFACTURER'S RECOMMENC:ATK)NS.. 12) w++ERE VANDOw IS WALED IN MASONRY OPENING WITH A STRUCTUAL Two BY WOOD BUCK. u$E /t0 SCREwS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/3' MIN. EMBEDMENT. 13) wwDOw UNITS CAN BE MULLED TO 07HEO UNITS USING ALUM94UU TUBE MULUON. SEE MVLLION INSTALLATION SHEETS FOR P.EOUIREMENTS. INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE:INSTALLATION DETAIL V/ ONE BY BUCK *FIXED FLANGE WINDOW - SERIES 1000 & 2000 V BY:Ba�ISCALE:NTS APPROVED BY: 21 2 02 :10/22/01 DwG.: FLE%0018 S+iEET 10: 2 PRC mw ST:'Paaa,cl Tccmmxoc• CDRP.. 250 klERNAt0-L Pwwr- TMA£ :so. R.T Row. nwcA s=Yts YHO)(C w7 BDS-osas FAx t07 !:5-:346 m SHEATHING BY GTHERS CAULK BETvEEN WINDOW, FIN I SHEATHING INSTALLATION ANCHOR Se SCREW, FXTER'3Y OTIHERS —` PERIMETER / CAULK — BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER TER CAULK By OTHERS INSTALLATION ANCHOR —` 09 WOOD SCREW EXTERIOR FINISH BY OTHERS r GLAZIN( cSEE NOTE 6 I• MIN. BCDHENT W,OOD FRAMING By OTHERS CENTRAL FL©FWA $•®•A-F• SHIN AS ES) • 1,fL (SEE NOTES) . _.�,t,ii�+T`1�H�au+ I,. MAX. SHIM SPKc GLAZING (SEE NOTE 6) CAULK BETWEEN J j•N1N. WINDOW FIN EMBEDMENT I SHEATHING SHEATHING BY OTHERS SECTION A- HEIGHT FIN TYPE WINDCv FRAME —SHIM AS REO'D. I/A' MAX - (SEE NOTES) WOOD FRAMING BUCK BY OTHERS HEIGHT EXTERIOR FIN TYPE WINDOW FRAME A - *J ELEVATION VIEWED FROM EXTERIOR 1 ^ n TPARFD Br: PROOuCT TECMNOLOC/ vInDOv WIDTH I� SHAM MAX. SHIM SPACE V--D FRAMING By OTHERS _ SHEATHING BY OTHERS 1NSTALLAilON ANCHOR •? SCREU • CAULK BETWEEN WINDOW FIN i SHEATHING SECTION e-B EXTERIOR FINISH PERIMETER Br OTHERS CAULK BY OTHERS 1) SHIM AS R'c0'D. AT EACH INSTALLATION ANCHDP. 1) S HI W17H LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 . p). WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACMUEVE MIN. EMBEDMENT OF I - INTO WOOD FRAME. 4) USE SRICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUMD EXTERIOR OF WINDOW FRAME. S) USE SIICONRZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO OLALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE —"/ WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO ,r THE FLORIDA EXTRUDERS 15W AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24. O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, YRT� ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AvAKABLE SIZES UP TO 73' X 71' OR 63' X 95' OR I19' x 37-3/? MAX. 9) WINDOW LOUT CAN BE MULLED TO OTHER UNITS VS:NG ALUMINUM TU°_E MULLION. SEE MULLION . INSTALLATION SHEETS FOR RECAEMENTS. DATE: 1 / 1 j/Ucf ISCALE: N. 1. �>.IDwU T50 WTERNA7KWAL PKw'T, SJI:E 750. tAxC may, FLOWA 3:74I PHONE IN ■ CAULK BETWEEN VINDOV FLANGE i VOOD BUCK CONCRETE OR MA;Iwy W. NING BY OTHERS EXTER9y'. FiMISM "BY aTHERs PERIMETER CAULK BY OTHERS VINDOv FRAME MEAD EXTERIOR viNODw FRAME --� SELL PERIMETER CA"K BY OTHERS EXTERIOR FINISH —� 3Y OTHERS CAULK BETVEEN V3NDDV FLANGE L VOOD BUCK CASK BETVEEN - WOM BUCK L MASONRY �ENING Br OTERS CAULK BETVEEN VOOD BUCK L MASONRY OPENING BY OTNERS ONE BY vCGD DISK BY OTHERS INSTALLATION ANCHOR 3/t5' D:A. TAPCON CI 1-1/4' MIN. Q Q EMBEDMENT 1 1/4' MAX. S)KM SPACE SHIN AS REO'D (SEE NOTES) GLAZING (TYP. SEE NOTES) 4 CONCRETE DR MASONRY BY OTHERS 4FCTION A —A INSTALLATION ANCHOR 3/I6' MA. TAPCON $HIM AS REO'D. (SEE NOTES) T i— L 1/4- MAX. SHIM SPACE NOTES 1) SHIM AS REO*D AT EACH INSTALLATION ANCHOR WITH LOAD SEARING SHIM. MAX. AL.OwABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16- DIA. TAPCON INSTALLATION ANCHOR MUST 5E OF SUFFICIENT LIM. TO ACHIEVE INN. EMBEDMENT OF 1-1/4• INTO MASONRY OR CONCRETE. PUCE TAPCON ANCHORS 6- FROM CORNERS k 24' 0. L. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITM jB SCREWS OF SUMCI£471 LT". TO PROVIDE MIN. S/6 IN. EMBEDMENT INTO WOOD BUCK. t) wME>~E WINDOW 15 INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIE'iE 1-3/=- MIN. EMBEDMENT AT SAME SPACING STAT IN NOTE 3. S) USE S)uCD•dZE3 ACRYLIC CAULK 5EyND WIDOW FJ(MGE AT MEAD. SILL JAMBS. 6) USE SIUCOw:EO ACR .IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLAW- 7) GLASS THICKNESS MAY VARY PER THE REgAREMEN-S OF ASTM E1300 CLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSLPUTINC CLASS IS ALSO OUAUFIED. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. EUILD DOWN KIUST BE OF SUFFIECIENT STRENGTH TO ADEOUATELY TRANSFER L04 FROM WINDOW TO THE STRUCTURE. D) FLORIDA EXTRUDERS 100E SERIES DESIGNER WtNOOw SHOWN THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS t750 SERIES k 2000 SERIES. 10) E.EvATWNS S+3W COMMON CONFIGURATIONS. IT IS AOT INTENDED TO UMIT USE OF THIS PRODUCT TO Th£SE TWO CCNFIGURATIONS. TI-IS SKEET APPLIES TO ALL CONFIGURATIONS THAT CAN 5E MANUFACTURED FROM THE IODO. 1750. & 2000 SERIES DESIGNER FtxED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER VNIS US-NG ALUMINUM TUBE MULLION. SEE.MULLION INSTALLATION SHEETS FOR REWIREMENTS. EXTERIOR ELEVATION t/a• MAx +t L— SHIM SPACE SHIM AS RCO'D (SEE NOTES) VINDOV FRAME JAMB GLAZING (TYP, SEE NOTES) PERIMETER CAULK BY OTHERS / EXTERi72 FINISH J BY OTHERS VINDOV VIDTM• /U t-1/a' MIN. EHyCOMENT �- ONE BY vCOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON 9 CAULK BETVEEN vx7 BUCK L w(SY DPCN:NG Of CTMERS �II` CAULK BETWEEN I VIN30v FLANGE i WOOD BUCK CONCRETE OR MASONRY OPENING BY DINERS SECTION 6— WINDOW WIDTH A A EXTERIOR ELEVATION 4LERNATIONAL, IN 1Em EDmEM. A FLORIDA EXTRUDERS's NFORD, FLORIDA ONE BY WOOD?6a2z—, TITLETLANGE INSTA:LATI7N DETAIL CONCF.cTE N!EADER V/1 BT P:;CK BUCK BY OTERSDESIGNER CixfDWINDOW 1000, 1750, E 2000 SERIES �(� DRAWN BY: BB APPROVED BY. -%'3'222 DATE:02i12i02 SCALE: NTS D1iG.: FlEx0035 MK•r(f F�)u() KO�OD6' [?•. tM MH(�..fE},r A.H. L"( 21N. KN,l,Y, IWnM xn.s nNK yf rn•aN Hr 1H Nr,•oM ONE BY DUCK DY CTHERS CAULK DETvEEN WIND_- - rLANGE t S�EAT.:ING PLYv00D (-'FJ— DY CTMERS \ EXTERIOR riNISH —i BY OTHERS PER MCICR CAULK BY OTHERS vtNDDv FRANC —� HEAD wINDOw HEIGHT EXTER:CIR v:mWv rRAME - S:LL PEiIMETER CAULK BY OTHERS Ex'ER:CR r INISM B+ ETHERS SHIM A• REO'D (SEE NCTES) GLAZ:MG (TTP. SEE NOTES SM1M AS REO'D (SEE NCTES) CAULK DETVCEN d VINDOv FLANGE IRE BY VOOD CAULK BETWEEN VOOD &. K t MASO)R• �OPCNIK IT OTH eS CDNC;tE-,.- OR SECTION A —A NASOW BY OTM:GS -- INSTALLA :ON ANC r;0 SCREW BUILD DOvN if OTHERS (ALSO APPLIES h0„- 10 SILL) 1) SfvM AS PEO'D. AT EACr iNSTALLA:ION ANCHOR ?ATM LOAD 8EARING SHIN, MAX. A.LCWABLE bmJ SFACX TO BE 1/4'. 2) w.NDDw FRAME ALUAKNUM ALLCY 60E3, MIN. 3) TAPCON INS ALLATIOh AhCHCRS AT Sr- MUST BE OF SuFrFICIENT LTH. TD AC.- Ef r I EMBEDMENT WN. EMBEDMENT OF i /A- INTO MASONRY OR CONCRETE. 110 INSTALLATION r S;iywS AT NERD h JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6' I} MIN. EMBEDMENT m?O WOOD r..AMnG ANSI 3URti DOWN WHERE REOUIRED. INSTALLATION ANCHCRS & SCREWS TO BE PLACED 6 IN. FROM CORNERS @ 2- IN. O.C. MAX. A) USE SRKCA424D ACRrJC CAULK 8EHIN0 WW40OW FLANGE AT HEAD. SILL @ JAMBS. 1 S) LSE SRJCONZED ACRYLIC CAULK FOR PERIMETER SEAL AR06NO EXTERJOR OF WINDOW FLANGE. 1/A' MAX. 6) GtSS THICKNESS MAY VARY PER T,E REOuIREMENTS OF ASTu E1300 GLASS SHIM SPACE CHARTS. SINGLE GLAZING IS SNOWN• INSUUTING MASS IS ALSO OUALIFIED. 7) BJRD DOWN AROUND CURVED PORTION OF wINDOW FRAME TO BE ,ENGINEERED BY OTHERS. BUILD DOwq MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINOOW TO THE STRUCTURE. D) FLMDA EXTRUDERS )000 SERIES DESIGNER WINCOW SHOWN. THIS PRINT ALSO APPLES 70 FLORIDA ExTWiDERS 17SO SERIES k 2000 SERIES. S) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIM' USE OF THIS PRODUCT TO THESE TWO COn+FICUWPDNS. THIS SHEET APPLIES TO ALL CCNfIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000, 1750. B: 20LO SIRES DESIGNER FIXED w:NDOw FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER VISITS USING ALUMINUM TUBE uuLUON, SEE MULuON INSTALLATION SHEETS FOR REONREuENTS. SUCK HEIGHT SHIM s.7!:-:E EXTERIOR ELEVATION ° i —�,EMS-CEiVIEDUEN �TrRAL FLORIDA B. ©. A. F. ` \--ONE IT VCOD * .� � •• (1 BuCX BY OTHERS - `IMSIA-LATION ANCM� FA..r.- 3i16' DfA. TAPCON BUCX VIDTH Tv0 BY r;z"iw, -� DT OTHERS SHEE AS NO NO6, (SEE TES y EMBEDMENT 1/4' MAX, SHIM SPACE C Autx BETvEEN TvC BY DUCK t CONCRETE By CTNERS IhE TALL A-13N ANC.•VR co S:.RE: v:NDDV FRANC '\ X II a CAVLX DEIVEEN JAMB VIN10V FLANGE ` t v_'iD BUCK GLAZING (TYP.7 SEE NOTES) a 1 ` CONCRETE DR PERIMETER CAULK BYSCTHAS BY OTHERS I WINDOW v10TH � EXTER:C7 rIN1SH pp SECTION G—B BY CTM`_zS YANATK 11s0TM A wmG / 9 HEIGHTMT e FXTFRIrz E_FVA.TION w-�. r �.9-c� N[wp.; T n rN+•aaN ars. }Aa{ i)f. .(.f.yy, Iva:Y M'N •O[ N1 K.•.%: Iu yf �1AN I• K{x _.J I/V AA.. A3 INSTALLATION SHIA SPACE ANCHOR SCREV 47YFJ rv!EDHiN CAULK BEHIND FIN TVO 27 FRAMING SHIM AS REO'D. 17 OTHERS 7 HCs: MiNG TVD BY BUILD (SEE NOTES) B7 HCRS C DOVN BT OTHERS _ CAULK REMIND FIN FIN FRAME JAMB I .9 :mSTALLATIOM SHIM AS REO'a NOTES) N 1�) SASM AS REO'D. ADJACENT 10 EACH wSTAL1ATON A.NCMOR "IM LOAD BEARING TO cLA2ING (TTP.� ANCHOR $CREV (T 7PJ ($E£ SHIM. IIA%. ALLOWABLE 5wY STACK BE 1�t-. SEE NOTES) y) WINDOW FRAME MATERIAL: ALUMIAM. ALLOY 6063. �J-. L rat 3) uSE SE1COwZED ACRYLIC CAuU(. BEHIND WNDOW F.N AT HEAD. SILL k JAMBS. EKIC!(KI UN. PAC ���� W) USE SILICONIZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND EXTEfiOR OF WINDOW FRAME. e f 1 11L 5) GLASS wY WARY PER THE RfOUIREMECLS OF ASTM GLASS . SNICES$ OUA CHARTS. SINGLE GLAZING K SHOW7N, INSW(TWG GLASS A ALSO OUALSIEO. SHE•iniNi B7 CTHCRS 6) SCREW ANCHORS AT MEAD. SILL f: JAMBS SHOULD BE 16 SCREWS OF SUFFICIENT tin. 70 PROv10E MIN. 1 IN. YIN. EMBEDMENT INTO WOOD FRAME. PLACE /B \—EXTEPI7R CxiFaIOR f1wSM. 1 SCREW ANCHORS 6" FROM CORNERS AND 24' O.C. MAX ExiERtOR BY OTHERS a 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY FINISH OTHERS. 9MD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATEL7 BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PCRINETER CAULK 6) FLORIDA EXTRUDERS IOOD SERIES DESIGNER WINDOW' SHOWN. THIS PRINT ALSO PERIMETER CAULK BY OTHERS A?PLCS TO FLORIDA EXITRDERS 1750 SERIES &.2000 SERIES. .+—VINDOV vIBTM—�. B7. OTHERS 9) ELEvAT10HS SHOW COMMON CONFIGURATIONS. IT IS N07 INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE Two CONnGuRATIONS. THIS SHEET APPLIES TO ALL FIN FRANC HEADER CONFIGURATIONS 71-AT CAN BE MAMUFACTURED FROM THE 1000. 1750. 6: 2000 SERIES DESIGNER MED WINDOW FRAMING SYSTEMS. - SEMON B-Q 10) WINDOW LIMIT CAN ALSO BC MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING 11YP. SEE NOTES) vIxww EXTERIOR PERINfTER CAULK BY OTHERS EXTERIOR FINISH — BT OTHERS •B INSTALLATION ANCHOR SCREV (I SHEATHING BY OTHERS -FIN FRANC SILL WIN AS REO'D.- (SEC NOTES) / I L vI we Snits VIC, �flll TVO 57 FRAMING EXTERIOR ELEVATION B7 OTHERS i i• A CAULK BEHIND FIN r co l l�+ri" • '' Ti ,� 1 < < !YLDI(Nt _ �YyTBi 1ARyA�"1'�lla V cFr_TtoN A -a FFy,E EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL, R, RIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/14/02 SCALE: NTS DWG.: FLEX0037 ..(...(I N• ne•o Nn. op (a. ru Y.KW+, —6. It M. K.r . "I7WY R,.N wNK ..H .nal ....n s7•+N: CONCRETE OR SMSM AS 2E'0'0 INSTALLATION ANCHOR MASONRY 13PEN1NG (SEE NOTES) 3/16' DIA. TAPCON _� f 1/4• MAX. SMIH SPACE BY OTHERS DOOR BETWEEN DCk:R FLANGE VOOD BUCK CAULK BETWEEN INSTALLATION aNCFf02 R8 SCREW (TYP. WHERE 0-D.) TAP:ONS ar NOT RE-0-D.) ONE 3T WOOD I ' i 1 1/A' MIN. EMBEDMENT CONCRETE OR MASONRY OPENING BY OTHERS 7 L PERIMETER WOOD HULK L OPENING BUCK BY OTHERS I ! ONE BY WOOD BUCK BY OTHERS INSTALLATION ANC root 3/36' DIA. TAPCON CAULK BETWEEN WOOD BUCK L CAULK BY MAST. BY OTHERS 1 1/A' MiN. MAS"Y..OPCNING BY OTHERS DTMc?S �E1+.3EDMCNT STUCWOOD Br OTHERS V �) Nt C SLIDING GLASS DOOR FRAME �\ 1/.' MAX. JAMB BETWEEN Q VGCD RUCK L r• D SIIJHNG GLASS CM"R HOOK STRIP \ Q CAULK BETWEEN MODAL STRIP L WOOD BUCK i S41M SPACE MAS'Y. OPENING C p �t C BY OTHERS / r sm:M As REO'D. Q ' I 1 (SEE NOTES) 1-1/4' MIN EMS DNENi � C INSTALLATION ANCHOR T 3/•16' DIA. TAPCON INSTALLATION ANCHOR TEMPERED GLASS . (TYP> p CAULK BETWEEN DOOR FLANGE t WOOD BUCK, fB SCREW (TYP. WHERE TAPCO•S ARE NOT REO'DJ SLIDING GLASS DOOR FRAME HEaD PERIMETER C OTHERS � ` p CONCRETE OR MASONRY OPENING BY OTHERS ONE BY VDOD BUCK BY OTHERS STUCCO BY OTHERS —+— SG.D. WIDTH TEMPERED GLASS (TYP.) SECTION U CO B.O.AJ.TEMPERED GLASS (TYP.) r 3 ANU�AG7,U�RERNAh9E • SLlD1NG GLASS DOORDOOR — 5r, s cie r INTERLOCK i MEIG"T MASTER FILE # HOOK STRIP DETAIL A r . N DOOR MATERIAL, ALUMINUM ALLOT tftl SLIDING GLASS DM2 FRAME SILL I p Z) TAPCON TYPE INSTALLATION ANCMD2S MVST K Of hfFiCJCNT LENGTH TO ACHIEVE MIN. CMy-DNCMT Of 1-I/4' INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCOM 114TALLATMN ANCHORS FRONT TO MCA IN ALL FRANC MEMDERS .. .) TAPCON MOOR CHART ON MCK Or THIS SHEET. S, USE SiLICOMZCD ACRYLIC CAULK KMIND DOOR FLANGE .T HEAD t JAMDS. _ t) USE SILICOtUZED ACRYLIC CAULK rqR PEA!NCTER SEAL ANX MD EXTERIOR Or'%=. .. .. 7) W CXACT MW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR DUANTITT,LISTCD V!TN NEXT LARGER S1ZC. FOR TNC APPROMIATC DESIGN PRESSURE RCVD f) foot POCKET DOOR SIZES USE CLOSEST !'PASS DOOR SIZE t CDMIGAATIOH TO FINISHED OPENING PLACC'TA►Co)2. IN fROHT Of MOOR STRIP AS SHOvN - !) GLASS TMCKNESS MAY VARY PER REOU)RE)ENTS OF ASTM E13DG GLASS CHARTS 10) ALL FACTORY APPLIED HOLES HOT DESIGNATED rot TAPCON ANCHOR SHOULD BE FILED WITH .f SCRCV: Or SUfrICIENT LENGTH TO PROVIDE MIN S/D CMDEDHENT INTO WOOD SUCK - DOOR WIT IS APPROVED USING TEMPERED LASS IN SINGLE GLAZCD OR INSULATING GLASS. la) JAM1 / SILL CORNERS ARE TO DE SCALED v3TH A SMALL ,01Ni SCAM SEALER. 13, SHIM AS RC(rD. At EA SET Or WSTALLA.ION ANCHORS MAX. ALLOWADL£ SMIM STACK 70 fC 1/4. i., ALL INSTALLATION ANCHORS MUST fC MADE Or CORR0:104 RESISTANT MATERIALS. IS) WHERE 'X' REPRESENTS MOVING PANEL AHD '0' REPRESENTS FIXED PANEL APPROVED A GAF CO.'I ALL ja I ARE AS LISTED ON ABOVE A CHART ON THIS Or iHAS SHEET It> NOT ALL TTQNS RE AS LISTED ANC ARE ART ON THIS DRAWING. HOWEVER INSTALLATION EXTERIOR ELEvt-:DN SECTIONS, ^-Ai.'fo, a HOOK STRIP DETAIL AP►LT To IMSIALLATION Or ALL APPROVED �1 I c.; 2 PANEL DOOR $�3Vh .. 3EDMENT 17> iOWI ONC TAPCOH IN CACM I.1R Of !RETORT APPLIED IM.TALLAitON ,HOLES UNLESS HC7CD M:K OTHERWISE ON ANCHOR CHART. SEE I/ACK OF THIS SHEET . A d Bf) rLOIDA CXTRUDCRS I= SERIES SLIDDK GLASS DOOR IS SMOVN THIS ►R:NT ALSO APPLIES TO ZDW SCRICS AND !DD'SERtE& d A D A D LIBERALLY APP.Y CAULKING UNDER SILL L CONCRETE INSTALLATION ANCr.E? OF OR RETE LL IN BED 3/16' CIA. TAPCON - SECTION A -A T- I I I DATE:10/25/01 ISCALE: NIS IDWG g: FLEX0021 —.w. a, H.®UKT L .VRKATtam OfiAEEmW, NC. ESA fNTCANATtpHL . ,-. INTO :le. rc.twtw. FLOR: J. w-4..07-m-o%3 TAX A97-4'S-Rif6 /3 SHIM AS RE'0'D INSTALLATION ANCHOR (SEE NGTES> R8 SCREW SHEATHING By GTMERS CAULK BETWEEN DOOR FLANGE O WOOD BY L SHEATHING BY OTHERS SHIM SPACE �— DOOR V107H j�—I/a• iwx. SHIM SPACE TWO BY WOOD 1-1/8 MIN BY GTMERS En3EDMIENT SLIDING GLASS DOOR FRAME JAMS , E'.'S' ENT TEMPERED GLASS STUCCO (TYP.> OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PERIMETER CAULK BY OTHERS TEMPERED GLASS (TYP) DOM tT2 JIA.� r HEIGHT SECTION B-B lu ITS • �� "s �.e.. #�. SLIDING GLASS. DOOR TRAYS SILL nF SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP (SEE NOTES) INSTALLATION ANCHOR RB SCREW CAULK BETWEEN DOOR Dt70R FLANGE L SHEATHING ;7 INSTALLATION ANCHOR- R9 SCREW TWO Br WOOD By OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING MIN. I EMBEDNENT SHEATHING 8T OTHERS ZI SHEATHING BY OTHERS TEMPERED GLASS STUCCO (TYPa UCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK - - HOOK STRIP DETAIL_ I�+�DOOJR mTER1AL: ALWRAP! ALLOY 6061 ILL MIN E-B[D(Ni ._. D) RB INSTALLATION SCREWS MUST DE OFS1fr=41 LENGT- iA / Or 1-1/0'. INTO VD. JAACON_TTPC INSTALLUTIOM AMCrGRS AT SILL MUST DE OF OO SUFFICIENT LENGTH TO ACHIEVE MIN E"KW97 Or I-1/s'' INTO MASONRY OR CONCRETE. b INSTALLATION ANCHOR CHART ON SACK Or THIS SHEET �> uSt SR.ICONIttD ACRYLIC CmA.K BEHIND DOOR FLANGE AT HEAD L JAMBS. SN USE SILICOMEED ACRYLIC CAULK roe PERIMETER $CAL AROUND EKTCRIOR Or UM ' {I IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CART. LKf ANCHOR QUANTITY LISTED WIT. NEXT LARGER SIZE, FOR THE APPR"IATE DESIGN TESA/K RED'0. 71 FOR POCKET DOOR SIZCS VSE CLOSEST Br►ASS DOOR SIZE I CDlICTRATION TO riMSHCD OCNING RACE INSTALLATION ANCHORS. IN SRONT Or POK STRIP AS SHOWN w GLASS TNICKNESS MAY V.AY PER REQUIREMENTS Or AST- C13W CLASS CHARTS !r -DOOR UNIT IS APPROVED USING TEWERED. GLASS 1. SINGLE GLAZED Or INSULATtK GLASS 10) JANA / SILL CORNERS ARE TO SE SEALED WITH A SMLI JODNT. SCAN SCALER 111 $NTH AS REO'D AT CA, SET OF INSTALL ATIDN ANCAUM NAY. ALLOVADLE S-TM STACK TO K i/A•. IZN ALL INSTALLATION ANC✓_RS MUST BE MCC Or CORROSION RCSISTAM NATER1ALS _ 1)N vmERC 'V RCPRESCNTS N.NDNG PANEL —0 '0' tEPRCSEN'S rIKCD PANEL APPRi.VED CD VA$RATIDNS ARC AS LISTED ON AACHOR CHAT ON SACK Or THIS $MEET. 1 EXTERIOR ELEVATION HOT ALL COr GURATPONNS LISTED ABOVE ARE $,/SWN ON THIS DRAWING. HOWEVER INSTALLATION EMBEDMENT SECTIONS'MA'. 'D-B' L HOO( STRIP OCTAIL APALRO T TO INSTALLATION O' ALL AIPvCD A 1 A 1-1/A' MIN. 2 PANEL DOOR SMOVN IS> FLORIDA CRS 1000 SERIES AIDING GLASS DOOR li SNOVNL TNIi ►R!M ALSO APPLIES TO - 20o0 SERIESES AND S00 SERIES A D LIBERALLY APPLY CAULKVIG UNDER S:IL OR SET SILL 1N BE " INSTALLATION ANCHOR 1r CON --BETE 3/16' DOA. TAPCON, SECTIEJN A -A F 12002 A Nf �CRIPTION DATE INN EXTRUDERS FLOPIDA \ INT. INC. $ANFORD FL TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS`"" DRAWN BY: ?B APPP.OVED BY: ATE: 12/17/01 !SCALE: NIS IDWG /£LEDD027 SHT I Of ._ .-._.... .,�...,.N. —r— N Pea NNYCRNATIDAA. I[VT_ =TC Rw. MC.Tw. w. rLOR:DA. )ZTAL. A07-"5$ 36$ ru A07-003-01( a� APPLIES TO HEAD & SILL WHERE I' X 4' 1000 P.VJDESIGNER SILL (TYPJ 1000 P.V✓DESIGNER SILL (TYPJ AUXILIARY PLA DETAILC & 2' X 4' TUBE MULLIONS ARE USED . •0-M ADDR1auL ANCHM. VKN REQUIRED) 08 x 3/4 SELF Ii8 X 3/4 SELF O TAPPING SMS TAPPING S SHEATHING I x 2 x 1/8 1 X 2 x 3/8 10 TUBE MULLION TUBE MULLION SEALANT BETVEEN INSTALLATION ANCHOR 08 WOOD v �� SCREV (TYPJ VFLANGES 0 EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD SCALANT SWOON f1.�5 08 X 3/4 SELF 1000 Sx TAPPING S 08 X 3/4 SELF 1000 &K TAPPING SMS BUCK BY OTHERS t MULLION HEAD (TYPJ HEAD (TYPJ' 1000 P.V✓DESIGNER van o n-AMZS"ES SECTION A -A (1) SECTION A -A (2) SILL cTYs'� MULLION L MIAA" APPUES TO HEAD k SILL MMERE I' X 2" 1000 P.VJDESIGNER 1000.P.V✓DESIGNER 08 X 3/4 SELF t I• X 2 7/16' TUBE MULLIONS ARE USED SILL (TYPJ r SILL (TYPJ r TAPPING SMS 2 X 4 X 3/8 TAJL 8 08 X 3/4 SELF 08 X 3/4 SELF TUBE MULLION �n" TAPPING SMS IX27/16X1/8 TAPPING S 1 X27/16X3/ TUBE MULLION TUBE MULLION n INSTALLATION ANUpR SEALANT HETV£EN to %=.SCREV CTYPJ D4DOV FLANGE �� � Haig CLIP EN SEALANT DETVEFLANMS L MULLION iL1 1/8' MIN. EMBEDMENT �1 1/H. KIN ENHEDMENT \-IS X 3/4 SELF �1000 Sx TAPPING SMS BEAD (TYPJ.. SEALANT HETVEEN SECTION A -A (3) VINDW FLANGES L MULLION 1000 P.VJDESIGNER SEALANT SET" r SILL (TYPJ �ON / 08 X 3/4 SELF \ TAPPD4G S/M-S /1 X 4 X 1/8 F�LY1 TUBE MULLION \--08 X 3/4 SELF IWO SA TAPPING S HEAD (TYPJ SECTION A -A (5) 08 X 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYPJ 08 X 3/4 SELF TAPPING SMS SECTION A —A (4) Ioo4 sx HEAD (TYPJ . IWO P.VJDESiGNER SECTION A —A (7) 1 SILL (TYPJ SELF TAPPING S �•O• qr jj'' 1 x 4 x a/s ,�,,� / TUBE MJLLIjo ` av�+w+'�F 6 I� ` 08 X 3/4 SELF `IDOD S.H. TAPPING S MEAD (TYP.) SECTION A —A (61 � UI 7rTAtI ., / FLORIDA EXTRUDERS INTERNA , INC SANFORD. FFLLORIDA T=: 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 SCAU:NTS Dxc: 1HMFINTR SEALANT 1rETVEEN LOGO P.V./DESIGNER KCAL MUWON TO CONCR*E O JAMB SEALAN (APPLIES TO JAMB WHERE I- X 4- IQ FLANGES SILL CTYPJ W B t MULLION 1000 P.V./DESIGNER do 2' X 4' TUBE MUONS ARE USED) SILL CTYPJ M8 X 3/4 SELF / TAX 3/4 SELF TAPPING SMS TAPPING SMS CONCRETE OR MASONRY BY OTHERS INSTALLATION ANCHOR 3/16' DIA. i X 2 X 1/8 1 X 2 X 3/8 TAPCON SCREV ANCHOR CTYPJ TUBE MULLION TUBE MULLION SEALANT SETVEEN ONE BY VODD 7TALLAT�1P L MULLIOta.MGEs CO AAL FWRMA B.O.A.F'. BUCK BY OTHERS . EXTERNAL Q . MA MACTUM NAM: 7`GoRiA4 E.h-RUDFJQS ` T8 X 3 SMS LOGO S H LF TAPPING SMS 'STD F MULLION1# 6 1— LOGO S.K HEAD HEAD CTYPJ CTYP vINDDv FLANGES SECTION A —A (1) SECTION ArA (2) . t MAAJMN 1000 P.V./DESIGNER LOGO P.TYP.) NER 0// VDESIGNER SILL CTYP) � SILL CTYPJ Q 3/4 SELF 88 X 3/4 SELF #8 X 3/4 SELF NG SMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS 1X27/16X1/8 2.X 4X3/8 _ TUBE MULLION TUBE MULLION 1 BED MIN. TUBE MULLION EMBEDMENT SEALANT VINDaVFL GES SEALANT DETVEEN L MULLION VINDOV FLANGE L MILLION \--*8 X `3/4 SELF i000 S.H. TAPPING SMS HEAD CTYPJ SEALANT BETvEEN vINDav Fs SF[ TION A —A (3) L MULLION 1000 P.VJDESIGNER .SEALANT 9ETvEEN SILL CTYPJ VINDOV FLANGES t8 X 3/4 SELF L MULLION TAPPING SMS 1X4X1/8. TUBE MUL.L113N \—BB X 3/4 SELF — 1000.Sit TAPPING SMS HEAD CTYPJ SFCTION A —A (4) 1000 P.V✓DESIGNER _ SILL CTYPJ r8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 YY 11 `TUBE MALIGN '--48 X 3/4 SELF TAPPING SMS �-1000 S.M. HEAD CTYPJ ,SECTION A —A (7) 0 8 X 3/4 SELF 0 8 X 3/4 SELF loco SJ.L TAPPING. SMS 1000 S TAPPING SMS , 20 HEAD CTYPJ HEAD CTYPJ [�� SECTION A —A ::; SECTION- :A —A (61 IETAIL B .. A f LrA__ _ _ ... ELEVAPON '' 3 VIEWED FROM EXTERIOR FLORIDA EXTRUDERS SA Rn° F).l-` mn rME: SER. 1000/ 1500 FLANGE SHEET 1- OF. 2 TRIPLE HORIZONTAL MULLION SECTIONS. SEE OTHER SIDE SHEET '2 OF 2) TOR DESIGN. PRESSURE CAPACITIES- DRAIIN BY: MSH . APPROVW BY~ DATs:2/6/02 SCAMNTS m.: ` iHMFLGTR /9 1000 P.V✓DESIGNER 1000 P.V✓DESIGNER APPLIES TO HEAD & SILL WHERE 1" X 4" r SILL.<TYPJ SILL <TYP.) AUXILIARY PLATE & 2� X 4" TUBE MULLIONS ARE USED " ADDITl� #AOQ . vxEH acautr mDETAI 48 X 3/4 SELF e8 X 3/4 SELF 0 TAPPING SMS TAPPING SMS SHEATHING Ix2x1/B 1X2X3/8 O O TUBE MULLION TUBE MULLION — — — INSTALLATION ANCHOR 08 WOOD -SEALANT BETWEEN MULSCREW (TYP .)WINDOW FLANGES= i MLLION EXTERNAL MULLION INSTALLATION CLIP -- TVO BY WOOD SEALANT BETWEEN �/'���]'� K BY OTHERS L18 x 3/s SE WwLAN FLANGES •8 X 3/4 SELF WY -NM L F�Al.11iJ.A.F. _ i MULLION �1000 S.H. TAPPING SMS �1000 SiLTAPPIN� SMS SEALANT BETWEEN HEAD (TYP.) HEAD (TYP.) 4AtMi9GraAC.1i1RER NAM MULLION = W#SX3/4 ION A —A (i) SECTION A —A (2)� v ER5 — yETAn IGNER 1000 P.V./DESIGNER � � # 6 - SILL CTYPJ if... /4 SELF 08 X 3/4 SELF 1000 P.V./DESIGNERSA G SMS TAPPING SMS SILL (TYPJ1 X 2 7/16 X 1/8 1 X 2 7/16 X 3 8 ATUBE MULLION TUBE MULLION #8 X 3/4 SELFTAPPING SMS 2X4X3/8 TUBE MILLIONSEALANT BETWEEN I I 1/8' MINVINIXIV FLANGES IIL1��--- i MULLION EMHEDa FVAncN SEALANT BETWEEN VIEWED FROM EXTERIORWINDOW FLANGE _ _... - APPLIES TO HEAD Jc $tt.L`tUX 1' E Si MILLION ��'1' x 2 7/14' 1U8E MU(LX1N5 ARE USED 8 X 3/4 SELF 08 X 3/4 SELF- �Igpp �{ TAPPING SMS �1000 SA TAPPING SMS HEAD (TYP.) HEAD (TYP.) _ SEALANT BETWEEN SECTION .A —A (3) SECTION A —A (4) MlAnOH ANCHOR WINDOW FLANGES to v00D St'REW i ML1111@1 RYPJ . 1D00 P.W✓DESIGNER �^"T BETWEEN 1000 P.WJDESIGNER ryp.) tta r SILL (TYPJ vIMDOv FLANGES. SILL (TYP.) 08 X 3/4 SELF I i M1LLtum TAPPM SMS 88 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H. SECTION A —A (71 I I/W HIM I X 4 X 1/8 1 X 4 X 3/6 HEAD (TYP.) EMBEDMENT TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS I ERNAnONAJi Ixc SANFORD, FWPMA v' YMY— ER, 1000/ 1500 FIN SHEET 1 OF 2 %TWIN -HORIZONTAL MULLION SECTIONS s • _SEE OTHER SIDE ( SHEET 2 OF 2) FOR sax 3/4 SELF 118 X 3/4 SELF i DESIGN . PRES SURE CAPACITIES i000 S}L- TAPPING. SMS 1000 S.H.TAPPING SMS r HEAD (TYP.) HEAD (TYP.)i:8 r _ R�wN BY:MSH JAPPROVED BY: SECTION A —A (5) SECTION A —A (6) DerE:2/6/02 scAte:NTS DWG: 1HMFINTW SEA. ,N%T BE7,;EE : vyl,av FLAwES L M:T_L:D~ 1720 F Ai./3ESIGI ER I S.TL;_ (TYP.) t8 X 3/4 SELF TAPPING SYS .x2xl/s SEALANT vtNwv i N'AIiC �•-k8 X 3/4 SELF — :4r^ s TAPPING SMS ,CTSElr_4hT °CTb.•N ION A —A (1 ) r 10v: P•v./DESICNER SILL (TYP-) 1 t8 X 3/4 SELF TAPPING SMS % i X 2 7/36 X 1/6\ f—ifN 1 / TUBE M:N_LION SEALANT BETWEEN VLN,J %ANGES L M9_LIGN I - PICA- MULLION TO CONCR TE C JAIAB r iCCC P,`l./DESIwNER i (APPLIES TO .AM? WHERE 1' X 4' i SILL (TYP > j 2' X 4' TL 8E MULLIONS ARE USED) It i I yS i MCRETE OR MASZNRY — 1 I BY CTHERS \ ' . (1 X2X3/^J i I ONr By vrrL•—._� CENTRAL FLOEMI! �•O.A.g'. 5_aT3,E�S Q �i I 1/4 1C7 S 4 TArF1�C SMS ILIA Q7V.R lri3+►+ IAA "p LNS'ALLATIOAN ANgiu.R 3/i5. O'A. TAPZOr S_R=v A.r.,.r'�'(74.; EX%RNAL M'JLLICA LNS ALLA'ION C .P S; C , i0h A —A (2) ! I 20ci P.b'./DEsiCNER r SILL (TYP.) oco P.v /3ESIGNEw' SILL (TYP.) i 46 X 3/4 S_L% TAPPING SNS T X 2 7/15 X 3/o { TUBE MULLIORN ' I S X 3/4 SELf TA?PING SMS ��'{�-� 2 X 4 X 3/8 I "- I UBE MLLL.ZN I I/4' MIN. i- EmBF :^iEN; SE4L4%T BETWEEN (.'VZD7 FLA.ZE - L ML'.LIoq \---#e X 3/4 SELF `!2 X 3/4 SELF `10W S.M. TAPPING SMS �iC00 S.H TAPPING SMS HEAD (TYP.) er-AD (TYP.) SEALANT BETvzEN S_CTION A -A (3) SECTION A —A (4; vINLOW FLANaS L MULLION IOW P.Y./DES:aNERSEALANT BET`/£=N r I000 P.V./DESIGNER SILL (TYP.) VINM-/ FLANG-Zi 7 ; S (TYP.) I 6 X 2/4 SELF L MI.LLTCK / M8 X 3/4 SELF TAPPING S14S TA?PING SMS \ !-1 x 4 x 1/9 �1vxr4 X 3/8 iq '--48 x 3/4 SELF `-- IdGO s:Ll. TAPPING SNS.. 14_A9 (TYPJ c-FnT, ' \-M8 X 3/4 SELF TAPPING SMS OOC S.N. mEAD (TYP.) ncTAi' R L s8 X 3/4 SELF TAPPING SMS HEAD + TYP.) SECTION A —A (7 ) � MULLTL'N Q -E VAT;ON MEWED FROM EXTERIOR f jMz: SER. 100C / 1500 FLANGE .SHEET 1 OF' c Y II TWIN' HOR I ZONTAL MULLION SECTIONS - -- i S:.0 "v,t ^CK J: jC SHEET 2 L7F. C) FOR ul DESIGN PRESSURE CAPACITIES ; F E$ 5 ZV.iG j DRAWNT BY: M S H APPROVED BY- FEBI SCALE: NTS DWG.: 1 HMFL GTb' /7 1000 P.VJDESIGNER SILL (TYP.) - u8 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION .SEALANT I WINDOW FI L MULLION SEALANT BETWCENJWIN FLANGES MULit N B BB X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT WINDOW F A�NGES SECTION A —A (1) L MULLION IWO r P.V✓DESIGNER SILL (TYPJ I 08 X 3/4 SELF TAPPING SMS /� I X 2 7/16 x 1/8 / TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MILLION `88 X 3/4 SELF \_1000 Sjt .TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLION 1000 P.VJDESIGNER SEALANT BETWEEN J SILL (TYPJ WINDOW FLANGES L MULLION j 08 X 3/4 SELF TAPPING SMS \ IX4X1/8 TUBE MULLION . �B8 X 3/4 SELF 1000 SJ4 TAPP" SMS HEAD (TYPJ SECTIONA—A (5) 1000 P.VJDESIGNER SILL (TYP.) /-08 X 3/4 SELF / TAPPING SMS IX2X3/8 TUBE MILLION AUXILIARY PIATE (FOR ADDITIONAL ANCHO . VNCN Iii . 1_. CENTRAL FLOWDA FB.O.A 'o BY WOOD N8 X 3/4 SELF I I , K BY OTHEF 1000 S H. TAPPING SMS . F'ACT�, R NAME: HEAD (TYP.)' OR/P4 Phjc SECTION A -A (2) 1000 P.V./DESIGNER M-43TE`I£ ME r SILL (TYP.) / B8 X 3/4 SELF 1000 P.VJDESIGNER TAPPING SMS SILL (TYP.) IX27/16X3/8 TUBE MILLION 08 X 3/4 SELF TAPPING SMS 2X4X3/8 C $ R SEALANT BETWEEN J_WINDOW FLANGE L MULLION 08 X 3/4 SELF — IODO SR TAPPING SMS HEAD (TYP.) SECTION A —A (4) -1000 P.VJDESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION 1 08 X 3/4 SELF \_1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (6) APPLIES TO HEAD & SILL WHERE I' X 4' & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR 118 WOOD SCREW (TYP.). EXTERNAL MULLION INSTALLATION CLIP _ MULLION oil DETAW CiMtL:7 J TUBE MULLION JL 1 1/8' MIN. EMBEDMENT VIEWED FROM EXTERIOR _ DETAIL B APPLIES TO HEAD do SILL.Iiii /' X 2' B. I' x 2 7/16'TUBE -WLLIONS ARE USED - scAnoc ALLATION ANCHOR .. ls'voOD SCREW IT NORIZ. CLIP 118 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) HEAD (TYP.)BE EMDNEKT - FLORIDA EXTRUDERS R 00 � oA =:SER. 1000/1500 FIN SHEET 1 OF.2 ;' HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES - '' N ..,, DRAWN BY. MSH APPROVED . ;, • '' DATE:2/6/02 jSCAIZ.NTS DWG.: 1 HMF I N IG :000 F.V./BESIGNCR !000 P:V./DESIGNCR T PiCAL MULLION TO CONCR_ _X 0 JAMiJ B A r -a:LL <TY?.) f L .. (EPPL'ES TO JAMS WHERE 1" Y-4' �TAi�_� j S: L (i =.i r & 2' X 4' TU9Z MULLIONS A.?- 'S:rmI i-+!8 X 314 SELF �tA X 3/4 SEI.F / TAPPING SN,S TAPPING SMS ! r i i CONCRETE OR MASONRY �L.� MULL.=•�< $i:AJC1 3ETWE'.� Wiv, FLANvES- C M.a..I7N SEALANT BETWED; ND'uW F.ANGES `-TA % 3/� SCL VI l M1ILLICN �-•-::.9 S.ti Tape iN: 5!1S NEAL.',IYK SEALA:+T BETJ _N WIN87V FLAN ES SECD N A —A ( ? .t M•JLLi:ti+ COG P.W./DESIGNER SILL (TYP.) ( Oe X 3/4 SELF TA'FING SHS r 1 x 2 7/15 X 1/8 ; TUBE MULLION SEALANT RETVEEN W1ND_V FLAN@ES- L MULLION N.-*8 X 3/4 SELF 10LG S.M. TAPPING SMS HEAD CTYP.) SEALANT BETWEEN SECTiON A —A Q WINDOW FLAN(•ES i K:LLION r I= F.W./DESIGNER SEALANT BETVEEN SILL (TYP.) VINDOV FLANGES T 06 x 3/z SELF S MULLION TAPPING SM/- I X 4 X t/e f—ltll l / lWiL M LLWN ' `08 X 3/4 SELF TAPPING SMS 1000 &K ..HEAD CTYP.) r EY OT..ERS % 3i5 r s i _ !FSTS ATl.l. ANCHG-- 3/IS' D;A. I TAPCG.1 S_2EV ANCHOR (TYO.) EXTERNAL KJLLI9N ' ONE.:Y VOCD_/ ! i INSTA:LAT.i:N CLIF El OTHERS r � T UNTR.AI.. FLORMA . B.O.A.F. TAPPIN_ SMS MANUFAC �Ji1JCR NAM: �fEAB (T YP.) f� IPA 6rT-R, u2gas I SF CT'nid A —A 2� _ . ,, � FYLV; # 6 I r 1000 P.V./LCSE i:ER j Slr_L (TYP.; f Q I I ro % 3i4 SELF 1^_:!0 P.V./DESIGNER TAPPiti_ SMS I S- r 1 % 2 7!15 % 3/e L (TYP.) I } lvvF/ TUBE MULLION 1 1 _..I i-.- I 1/4' MIN. > e X 3/4 SELF TAPPING SMS EH=CD!,ENT i %� ( 1 ! TUBE4 MILLION SEALANT BETWEEN VINDOV FLANGE a M:JLItG�: L—Pe x ./a Sc F R---1000 S.M. TAPPING SMS HEAD (TYP.) SECTION A —A (4 1000 RV./DESIGNER rr SILL (TYP.) I i-66 X 3/4 SELF rAFF,NG SMS I X 4 X 3/8 !I—U1f1 Tuc_ KLLLlw, FyF+'i1� SMS 'COO sii. HEAD (TY?.) SFCT;n0N A n (E\ rL� �-- #6 X .3/4 SEL% TAPPING SMS SECTION A—P. (7) r - A A } I E_LNATi4N VIEWEG FROM EXTERIOR IT=:SER. 1000/150C! FLANGE SHEET I OF ? I HCR I ZUNTA` ii(.Li_ 11 SECT IONS SEE 0IH R S.DE (SHEET C OF 2) FOR DESIGN PRESSURE CAPACITIES IDRAWN BY: NSH APPROVED BY- ' i J 2L�02 - DATE:2 4102 SCALE: 1 T$ DWG.: 1 NM,Ft_G IS 1000 S.H. 1 X 2 X 1/8 1000 S.H. JAMB (TYPJ TUBE MULLION JAMB (TYPJ 88 X 1/2 SELF TAPPING SMS SEALANT BETWEEN VINMIV FRAME i MULLION N8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) 1 X 2 7/16 X 1/8 1000 S.I.I. � TUBE MULLION 1000 S.H. JAMB (TYP.) (�'� JAMB (TYPJ 1000 SA JAMB (TYPJ 08 X I/2 SELF TAPPING SMS SEALANT BETWEEN VINDOV FRAME i MULLION �NB X 1-1/2 SELF TAPPING SMS SECTION A -A (3) IX4X1/8 TUBE MULLION 1000 S.H. JAMB (TYPJ s8 X 1/2 SELF TAPPING SMS \_� SEALANT BETWEEN VINDOV FRAME i MULLION 08 X 1-1/2 SELF - TAPPING SMS SECTION A —A W I X2X3/8 TUBE MULLION 0 IS X 1/2 SELF TAPPING SMS 2X 4x3/8- SEALANT BETWEEN TUBE MULLION . VINwV FRAME \ t MLL LMN 1t8 X 1-1/2 SELF TAPPING SMS SECTION A —A (2)- 1D00 SA X 2 7/16 X 3/8 JAMB (TYPJ �1 TUBE MULLION M8 X 1/2 SELF TAPPING SMS 1 1/8, MIN. EMBEDMENT I TWO BY WOOD DETAIL C BUCK BY OTHERS SHEATHING Lu INSTALLATION ANCFDR i8 WOOD SCREW CTTPJ EXTERNAL MILLION INSTALLATION CLIP MULLION APPLIES TO HEAD & SILL WHERE 1' X 4' & 2' X 4' TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1' X 2' & 1' X 2 7/16' TUBE MULLIONS ARE USED IS X 1/2 SELF TAPPING SNS INSTALLATION ANCHOR QFTAIL R 88 WOOD SCREW (TYPJ SILL CLIP \/T EN 08 X 1-1/2 SELFA VANM VDYDOv FRAME SETVEEN TAPPING SMS - i MULLION 1 1/8' MIN. EMBEDMENT &MULLION SECTION A —A (71 s�EArND+c —(— 08 X 1-1/2 SELF. TAPPING SMS DETAIL C SECTION A —A ('4) era Wmo J 4X3/8E MULLIONIDA # AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 1 A A _ 0 0 N8 SELF TAPPING SMS (TYPJ r� DETAIL B MULLION 18 X 1/2 SELF ELEVATION 0 TAPPING SMS VIEWED FROM EXTERIOR LL \N_J_ SEALANT BETWEEN WINDOW FRAME i MULLION 1 08 X,Irl/2 SELF .TAPPM SMS SECTIONA—A (6) FLORIDA EXTRUDERS � n°�I�A Tr=:SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS 2002 SEE OTHER SIDE ( SHEET 2-OF 2)FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY: - DATE:2/6/02 SCALE:NTS DWG.: IVMFIN -- /y i'Y.• S.N X 2 X lie — ! 14DC S.H. JAMc CTY=.) j �JP_ M __:uh. .iA.!2 CTYFJ 1 xs X '_/2 SELF TA. Z NG SMS S`=ALANT B=Try-: : •NULIGN ANC C TA?PIN_ SECTiON A —A 'I } r A 4 7/,6 X :/s TUBE ML'LL:ON JAM? (TYP.) .jAM3 (TYP.) —E mwp� 17 -s X 1/2 SL'✓' TAF?Lti_Z SMS SEALANT BETVCEN VINMV FLANGES L MLILLICN L - #8 X 1-1/2 SELF TAPPING SMS Si•C110N A —A s S; j 1 X 4 X 1/6 / TU2E MULLION !x2x3/9 TUB: MVLLIDN A % 112 SELF iA?r1tiG $N$ T SEALAlt BETWEEN Y N_ 4 .Ati cS ii 4 X 3:s `- NC X i-3/G SELF 2 T i x c 7ii5 x 3/s TUBE MV•Liuh JAMB (TYP.) ONE BY WOOD_ i 3::OK BY u 7 HERS EMBE MEl. Q �j DETAIL C CONC.RET: yy MAS NRY O BY TH.:KS Q . . Ai- ATI_�N AN::C:z ..3/ts' D!A. T�?CAN SCRs V"ANCr E.i CTYF.) -"-ERNAL MLiLLIJN .. -Y AA i ON TO CONCRETE 0 HEAD (A�:JES �•vi-EAJ do SILL WHERE 1 X �L i' x 4 _EE 1vty. 'C"S ..SE vsMi r-TA � ELTAPP11115 X I/e SELF F-INSTaLLAT:ON ANC1iO 5H % :/2 SEtf S+S ( +? j j 3! E' DI, TAPrRti TAPPING SMS J SCREV f..W_H . C V.). i SILL CLIP SEALANT B=TV_EN �_� Q __ ._... i k8 X .-I/2 SELF vINOW FL4N[_s SEALANT 'aETVcEN TAPPING SMS L MULLION EMBEidL'\; VINDQV FLANGES L MULLION i'- i N A—ACr j' 43 X :-!.'2 SELF — I ?RECAST SILL BY,OTMERS ! TAPPING 'SMS DETAIL C -\ CE N i Y� lXi!_1LRY Q.,GTi i . 1 :.'C•R- AVD TWSAL A.NCWAS, V N REDUIRED) �X 4X3/s A ! TUBE MULLION c�•------T ; + - I, _ UAL FLOP !_oC $ w. 0 S.H.-. I JAMB (TYR)� :4^ JAMB CTYPJ .itt t #e X 1/2 SELF AS X 1/2 SELF TAPPING SMS I A?P*r4G SMS $EALRYT Bchv__EEN ,\ SEALA.4T B•=TVEEN \ . VIN�L_V rl4N_s VIN'Jt)'r' FLANaS L NJ LTi$1 L W.�.• CY+ `-!, X 1-!/2 SELF •6 x I-112 SVIF ?APPINv S„S _ TAPPING _SMS SECTION N Jc i0-N A— AA ii .y I I IL !I O O SMS CTYP.) j D=T4h_ B 1 N.4T 10 ! 1 VIEWED FROM EXTER'sOR FLORIDA EXTRUDERS s�nrp;NA'O AL mn =L:E: SER. 1 OG0/ i 5u-0 . F LANCE SHEET 1. O: 2 `/EK ; . Cy_ Mv_>..: h SECT 1,0 NS SEE. OTHER SIDE (SHEET 2OF 2) FZfR DESIGN PRESSURE, CAPACITIES—`- FEB 15 2M2- 1 DRANN BY: M S APPROVED BY: i DATE:2 / 1/ 0 c 1 SCALE: N T S DWG.: 1 v"F L G `- I X 2 X 1 /8 Sh I X c" x 3/8 IGCti S.c / TUBE M'_�I9* DAME ,TY?) .1 _AKe .TYP.; 1 .:ic MUL_IQty #S X 1:2 SELF- #8 x 1/2 SELF 2 X 4 X 3/6 p�-. M TAPPiNG SMS T A. S..S TLAE :l:4L�W ,L4�S ._' � L•I wJ t.A4 c �- R„ t w'Li.ION S:LF 'A? M SNS o X27/16X VS IX2711E x3/e / TUB'= MU:Lw;: S. • ^ TUBE M,'J :EL N JA,43 CTYP.: JAMB (_ YP.) ' 1 88 x 1/2 SELF >8 x 1/2 SELF TAPPING SMS Ll TAPPING SMS TYPrA., vrP-;^,u TO 'r.0R2CIJAL Y,ULUO!' TO IJULL'C'N SEALANT FLANGE VINLDv FLAME S N �—/ \— #B X 1-1/2 SELF l !'' iL_ION TAPPING SMS SECT:QN A (7) ?. TFR A_ CLIP --- IX OR '?X MJLL CTY?.) 1 T—INSTAL:ATI--N ANC 4'R 4/IY DLO. i AizC:.� SCREV AVC:cQ ;TYPJ. 1 I SILL iL:r • •. 1 !/4' MIX Q EK27-D ENT �PR<C!ST SELL3Y OTNER� WINDOW FLANGES WI;-jtCW F; ANGES 42 X 1-1/2 SELF CF2%c A3T.ITIIIItAL P.`C:-I.RRS. V!•iSN tEQU1REi: 't M1k1U].R L !!l:�LI�+ TAPP!< SMS I � � --! 1 f0 X! /2 S__ O —i TAPPSNS ; �T: N A -A (,)ING SECTiQN A -A (4) i l---J tx<x!/e lX4X3/e ''�A TUPE MULLION TU"' ' LION O�(' .=1 c Td?iPipltG I �Mw_.7vJ Q i:��yj� 8r�y+dF ElE'J-;ioN f lace S-4 -1 ,Nlocc, v L i ,'���K V; 'v FNE;; Fr%^Im EX-=RiCR # 6 FLORIDA EXTRUDERS �R''"''oNAL INc •6 x i/c SELF s8 X X 11/2 /2 SELF SANFORD, FWRIDA TAPPING SMS TAFFiNG SMS ITS.E:SE►2 1000/ I SG% t I 4NGE SHEET. I Or'-2 SEALANT BETWEEN 1 \ SEALANT BETV---EN WINCGW FLANS WLti.'i.'IW F_U AES :.i' #8 x 1-!12 S L ist�LIRN _ t " ION DOFFING S�!S �-#a x 1-112 SELF TAPPING, SMS ccCTtQN A -A (5) SECT;ON' A -A trJ ^ j VERTICAL MU!_LiCNNTO HORIZONTA_ SEE OTHER SI%- (SHEET 2 OF 2) OR LEES I Giv; PRESSURE CA.PAC I,T I ES FG0 15 ?S0 DRAWN BY:MSH JAPPROVED BY: DATE: 2%G% 012i I SCALE: NT S DWG.: I VMHMi= LG ao 3/ SEALANT BETvEEN APPLIES TO HEAD & SILL WHERE 1' X 4' VDNDOV FLANGES AUXILIARY PLA DETAIL & 2' X 4' TUBE MULLIONS ARE USED L MULLIOM 2000P.V./DESIGNER 2000 P.V./DESIGNER soTADDUMNAL ANCH=..V1(N ItCVJ ED) � SILL (TYP.) SILL (TYP.) O 68 X 3/4 SELF 68 X 3/4 SELF SHEATHING TAPPING SMS TAPPING SMS 1X27/16X1/8 1X27/16X3/8 O _O `TUBE MULLION TUBE MULLION ,INSTALLATION ANCHOR 118 VOOD SCREW (TYP.) SEALANT BETWEEN 0 WINDOV JNtULLM'N FLANGES - EXTERNAL MULLION IDISTALLATIO N CLIP TWO BY vDOD BUCK BY OTHERS `M8 X 3/4 SELF 1�— Y8 X 314 SELF 1000 S.H. TAPPING SMS 1000 SA TAPPING SMS MEAD (TYP.) HEAD (TYP.) 2000 P.V./DESIGNER SECTION A -A (1) SECTION A -A (2) SILL (TYP-) B8 X 3/4 SELF TAPPING SMS T2 X 4 X 3/8 TUBE MULLION FLORMX $.0"k-F. S SEALANT BETWEEN CENA DNAW- VWD.FLANGE L MULLL ION u7w SEALANT BETVEEN SEALANT BETWEEN `68 X 3/4 SELF TAPPING SMS VTNDOV FLANGES VINDOV FLANGES \— L MULLION L ► JLLMN 20M P.V./DESIGNER SILL (TYP.) 2000 P.V./DESIGNER SILL (TYP.> HS.H.S.H HEAD (TYP.) EA #8 X 3/4 SELF TAPPING SMS I X4X1/8 TUBE MULLION N8 X 3/4 SELF TAPPING SMS SECTION A —A 5) 1 X 4X3/8 TUBE MULLION s8 X V4 SELF 68 X 3/4 SELF 1000 S.M.TAPPING SMS 1000 $H TAPPING SMS HEAD (TYP.) __._. MEAD (TYP.) I EB 2002 SECTION A -A (3) SECTION A -A (4) MULLION APPUES TO HEAD t SILL WHOLE T' X 2' & 1' X 2 7/16' TUBE YULUONS ARE USED DETAIL SwW--. ALLATIQN &lWm= mD SCREWR. CUP. L1 1/8, MIN. 1 EMBEDMENT I I 1 in; HIM, --jj r E�OEpENT DFTAIL [-� 1 FLORIDA EXTRUDERS o D° F ORIDDA T=- SER. 2000 FIN SHEET 1 OF 2,-. T tilt HORIZONTAL MULLION SECTIONS TRtPiF - . _ .• SEE OTHER SIDE (SHEET 2 OF- FOR DESIGN PRESSURE«CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/6/02 ScAI.E:NTS DWG.: 2HMFINTR 20M P.WJDESIGNER SILL <TYPJ •8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWESEALANT BETWEEN, V1NDW FLANGES WINDOW FLANGES - L MUlICNI L MULLION #8 X 3/4 SELF — 2000 S.H. TAPPING SMS HEAD (TYPJ SECTION A —A (11 FLORMA B.®.A F. FAC !Q$ coely n � r tom+ SEALANT BETWEEN VD40V FLANGES L MULLION 2000 P.V./DESIGNER SILL (TYPJ N8 X 3/4 SELF TAPPING SMS TIX4X1/6 TUBE MILLION TYPICAL MULLION TO CONCRETE .O JAMB (APPLIES TO JAMB WHERE I- X 4- DETAIL B do 2' X 4' TUBE MULUONS ARE USED) Q 2OM P.V./DESIGNER SILL (TYP.) CONCRETE OR MASONRY_ N8 X 3/4 SELF TAPPING SMS BY OTHERS I X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16` TUBE KILLION SCREW ANC>W ONE BY WOOD EXTERNAL: MULLION INSTALLATIIN CLIP B= BY OTHERS MULLION 2000 P.VJDESIGNER '• #8 X 3{4 SELF . SILL CTYPa � S.iL TAPPTHf, SMS HEAD CTYPJ R8 X 3/4 SELF - SECTION A —A (2) NAPPING SMS 2X4X3/8 TUBE MULLION Q SEALANT BETWEEN VINDOV FLANGE - L NULLMN M8 X 3/4 SELF TAPPING SMS - 2000 S.H. _. 2000 P.WJDESIGNER HEAD CTYP.) 'SILL,CTYPa (5) *8 X 3/4 SELF SECTION A —A APPD4G SMS -- iX4X3/8 TUBE MULLION ELEVATION ~ . SEALANT BETWEEN WINDOW FLANGES L MILLION D8 X 3/4 SELF N8 X 3/4 SELF p 20Im S H TAPPING SMS 2000 SA TAPPING SMS U v, HEAD (TYPJ HEAD (TYPJ .SECTION A -A (3) SECTION A —A (4) 18 $20 L1 1/4' MIN. EMBEDMENT r— A Ly A VIEWED FROM EXTERIOR FLORID ;EXTRUDERS SANFOR ° FLORA n=: SER .•.,.200.Q-�.FLANGE SHEET- 1 ;0fi 2 J TRIPLE HORIZNTAL MUL,LION_,SECT_IONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN -PRESSURE- CAPACITIES 74 )RAeN Br:MSH APPROVED H .,;l ,. _ )ATL-2/6/O2, , scmz NTS:m.z Dec.:_--=2HMFLGTR -- - 2000 S.K I X 2 7/16 X 1/8 2000 S.K i X 2 7/16 X 3/8 JAMB (TYPJ TUBE MULLION JAMB (TYP•) TUBE MULLION k8 X 1/2 SELF k8 X 1/2 SELF TAPPING S14S TAPPING SNS - 2X 4X3/8 .. TUBE MULLMNSVEALANT � SEALANT BETWEEN- k8 X I-Ii2 SELF 2000 SA VVINDwav A WINDOW L TAPPM'SNS ,�B (TYPa Mta LmN ke X 1-1/2 SELF TAPPING SMS SECTION A —A (1) SECTION A -A (2) I�--1�1X4X1/8 �T1X4X3/- TUBE MULLION r—� TUBE MULLION � DETAIL C TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION IX OR 2X MULL INSTALLATION SCREW 1 INTERNAL CLIP �—+ L IX OR 2X MULL DETAIL 8 _. k8 X 1/2 SELF TAPPING SMS INSTALLATDIN ANCHOR P _ _. 1 3/16' DIA. TAPCON SCREV ANCHOR (TYPJ SO1 CLIP 2000 S,H, 2000 S.K SEALANT BETVEEN'� f ti-k8 X 1-1/2 SELF 1 1/4' MIK JAMB (TYPJ JAMB (TYP.) WINDOW TAPPING SMS Q EMBEDMENT MULLION SECTION A —A '(SY � • ' _ Q _ ' —T PRECAST SILL >1r OTHERS k8 x 1%2 SELF gUXILIARY- PLATE k8 X 1/2 SELF ff0R ADDITIONAL ANCFiDF1S, VFEN RECUIRE>n TAPPING SMS TAPPING SMS SEALANT BETWEEN _ k8 X 1-1/2 SELF �j �j 0 SEALANT WINDOW FIMAMM WINDOW FLANGES TAPPING SMS F. / — — — t 101<1 TON k8 X 1-1/2 SELF KILLION A A MULLION TAPPING S14S SECTION A —A (3) SECTION A —A (4) I k8 SE1F TAPPING \ -•\ SMS CTYPJ `DFTAIL 11 IO VIEWED FROM EXTERIOR INTERNATIONAL WC FLOC► �' FLORIDA EXTRUDERS 'sAxFORn, FLORMA C&T VV mu: SER. 2000 FLANGE SHEET,'I4.t3F 2 S VERTICAL MULLION INTO HORIZONTAL 1 SEE OTHER SIDE(SHEET-2.-OF 2) FOR- DESIGN PRESSURE ' CAPACITIES-. 2i3112 nRATnr ax: JBH APPxovED BY, DATE:2/2/02 SCALE:NTS... DWG.:;,'2VCrIHMFLG .�9 :�s SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY PLATE -' A �. �.. (FOR ADDITU NAL ANCHORS. VNEN REWOKD) QFTA IL MANUFAC TUA ER NAME: 1e2,,,ffDA MASI= # 7 V✓DESIGNER P. 2000 P.v./DESIGNER 2000 � SILL (TYP) SILL (TYP.) •8 X 3/4 SELF B8 X 3/4.SELF TAPPING SMS, TAPPING SMS . I X 2 7/16 X 1/8 1 X 2. 7/16 X 3/8 TUBE MULLION `TUBE MILLION SEALANT BETWEEN ` 68 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES t.MILLION L MINI ON 24DOO P.V✓DESIGNER SILL (TYP.) R8 x 3/4 SELF TAPPING SMS Ix 4 X1/8. TUBE MULLION "C6 NB x 3/4 SELF TAPPM SMS 1G00 S.M. HEAD (TYP.) _ SECTION A —A W TVO BY VOOD BUCK BY OTHEF APPLIES TO HEAD do SILL WHERE 1" X 4• & 2' X 4' TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR M8 WOOD SCREW (TYP.) /— EXTERNAL MILLION INSTALLATION CLIP MLLION . 2000 P.V./DESIGNER _T��'—A SILL (TYP.) 08 X 3/4 SELF 1000 SA TAPPING SMS N8 X 3/4 SELF L' A / HEAD (TYP.) TAPPING SMS , 2 x 4 X 3/8 SECTION A —A (2) rueE MULLION MI EMBEDMEN LFVAT )N SEALANT BETWEEN VIEWED' FROM EXTERIOR MULL FLANGE L NU.LIDN DETAIL 8. APPUES TO HEAD. * SILL WHERE I' X 2' . _ .. ' - 7/16-TUBE MULLIONS ARE USED .. ALLATTDN ANCHOR .N WOOD SCREW (TTP.) 2000 P.V./DESIGNER 88 X 3/4 SELF HmL 0.I SILL (TYPa" TAPPING SMS I18 X 3/4 SELF TAPPING SMS —10DO S.M. SECTION A -A (5) I vB Nua I X 4 X 3/8 HEAD (TYP.) pHDEDNEHT. TUBE MULLION FLORIDA EXTRUDERS lAI, INC ftoRm>DA sarrFORO. � Try : SER. 2000 FIN SHEET I OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR s8 x 3/4 SELF { DESIGN PRESSURE CAPACITIES TAPPING SMS 1 �VX �D (TYP.) Eg 2 DRAWN BY: MSH APPROVED BY - SECTION A —A (4] DATE:2/6/02 scAtE:NTS' DWG.: 2HMFINTW �7 U 2000 P,V✓DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING X 2 7/16 X 1/8 �j�j� /�-- TUBE MULLION ISEALANT BETWEEN SEALANT > WINDOW FLANGES WINDOW Fl L MULLION L MULLION `lib X 3/4 SELF — 2000 SR TAPPING SMS HEAD CTYP-) SECTION A -A (1) TYPICAL MULUON TO CONCRETE O JAMB (APPUES TO JAMB WHERE I' X 4' 0 ETA -I k 2' X 4• TUBE MULUONS ARE USED) _ Q 2000 P.WJDESIGNER L SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/8 TUBE MULLION *8 X 3/4 SELF 2000 S.H. TAPPING SMS HEAD (TYP.) . SECTION A (2) SEALANT BETWEEN WINDOW FLANGE _ L KAIMN1 141LYA7 6JS AC H Y.13LL R N "goRl'aw i t'rfl SEALANT BETWEEN WINDOW FLANGES t M AIION 2000 P.W./DESIGNER 2000 P.VJDESIGNER r SILL CTYP.) r SILL (TYP.) / 08 X 3/4 SELF r 0 X 3/4 SELF US, PPING SMS TAPPING SMS 1 X 4 X 1/8 i X-4 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES t MULLION X3/4 SELF k8 X 3/4 SELF 2000 S.M. TAPPING SMS 20M S.H.TAPPING SMS HEAD (TYP.) HEAD (TYP.) SECTION A (3) SECTION A (4) CONCRETE OR MASONRY BY OTHERS DNE BY VOOD BUCK BY OTHERS Q . —2000 P.V✓DESIGNER SILL crYPa 118 X 3/4 SELF -. TAPPING SMS /-2 X'4 X 3/8 / TUBE MULLION i ,—INSTALLATION ANO-OR 3/16' DIA TAPCON SCREW ANCHOR (TYP.) �— EXTERNAL MULLION INSTALLATION CLIP ULLION f--1 1/4' MIN. EMBEDMENT DETAIL B r� A re X 3/4 SELF 1-- A TAPPING SMS 2000 HEAD S.N HEA- D (TYP.) SECTION A —A (5) ELEVATION VIEWED FROM EXTERIOR INC FLORIDA EXTRUDERS n�xnTTOSANFORD, FLORIDAFLO D ThM- SER.. 2000 . FLANGE SHEET- ;1 OF-, 2: TWIN HORIZONTAL"MULLION` SECTIONS ' SEE OTHER SIDE ( SHEET 2 OF-2)-FOR DESIGN —PRESSURE- CAPACITIES; F B imam BY: MSH :. APPROVED-DY DerE 2/_4t02 SCAM; NTS " n�►c. 2HMFLGTW Q6 SEALANT BETWEEN WINDOW FLANGES L MULLION AUXILIARY TOR ADDIT04AL AMCMOM WHEN RE=RCD) AI CEN MA:L FWRIDA B.O.A.F. MA WAC R NAME: E -o — MASTER FILE # 7 MA L1DM O 2D00 P.WJDESIGNER 2000 P.V./DESIGNER SILL (TYP.) SILL (TYP.) 68 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 1/8 1 X 2 7/16-X 3/8 TUBE MULLION ` TUBE MULLION / ` SEALANT BETWEEN WINDOW FLANGES L MULLION \--68 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SECTION A —A (11 SEALANT BETWEEN SEALANT BETWEEN VWDOV FLANGES WINDOW FLANGES L LLION MULLION t MU 2000 P.W./DESIGNER SILL (TYP.) —k8 X 3/4 SELF / TAPPING SMS 1X4X1/E TUBE MULLION '1— i18 X 3/4 SELF ION Sri TAPPING SMS HEAD (TYP.) SECTION A -A (2) SEALANT BETWEEN WINDOW FLANGE L MULLION 2000 P.VJIIESIGNER SILL (TYPJ 68 X 3/4 SELF TAPPING SMS IX4X3/8 TUBE MULLION �08 X 3/4 SELF \-68 X 3/4 SELF SA-1000-TAPPING1000 S.M. ., SMS __ TAPPING SMS HEAD (TYP.) _ HEAD (TYP.) n0N A-A-M SECTION A —A (4) TWO BY WOOD BUCK BY OTHE6 APPLIES TO HEAD do SILL WHERE 1' X 4' & 2' X 4' TUBE MULUONS ARE USED p . IMSTALLATI13H ANCHOR 68 V013D SCREW (TYP.) � 'EXTERNAL MULLION 7MTALLATION CLIP ULLION 2000 P.V./DESIGNER ✓ SILL (TYP.) A M8 X 3/4 TAPPING SMS 1 1/8' MIN. 2X4X3/8 TUBE MULLION FFF...------ EMBEDMENT gar+ VIEWED FROM EXTERIOR ... DETAIL 8 APPUES TO HEAD SILL WHERE 1' X 2' -- - k IX 2 7/16' TUBE UVUJONS ARE USED 1�k�ALLATIW MOOR SECT10N A —A (5) •TYP.) sclsfW . ..... HDRII. CLIP 68 X 3/4 SELF \ TAPPING SMS HEAD (TYP.)�T FLORIDA EXTRUDERS.. ssAANFoR 00 F oxmn TITLE: SER. 2000 F IN SHEET i 2 .- .OF 1 HORIZONTAL MULLION SECTIONS v V SEE OTHER SIDE (SHEET 2 OF.2) FOR DESIGN PRESSURE.CAPACITIES. DRAIIN HY: MSH APPROVED _BY _ _ DATE:2/6/02 SCALE:NTS , DWG.: -2HMFIN:- TYRICAL MULIJON TO CONCRETE O JAMB (APPLIES TO JAMB WHERE 1' X 4' DETAIL B h 2' X 4' TUBE MULLIONS ARE USED) Q VVII4DOV F�LLANGESN vAIDOV FLANGESCONCRETE OR MASONRY SEALANT N L MULLIONM MULLION M - t _ 2000 P.V/DESIGNER 2000 P.VBY OTHERS ./DESIGNER INSTALLATION ANCHOR 3/16• ILA SILL CTYPJ SILL CTYP.) TAPCON SCREV ANCHOR CTYPJ k9 X 3/4 SELF k8 % 3/4 SELF TAPPING SMS TAPPING SMS ONE BY VOOD EXTERNAL MULLION I X 2 7/16 X 3/8 INSTALLATION CLIP 1 X 2 7/16 X 1/9 BE MULLION BUQC BY OTHERS TUBE MULLION _Q - .. _. ". . MULLION 2000 P.V./DESIGNER ' SILL CTYPJ _ ' k8 X 3/4 SELF TAPPING SMS k9 X 3/4 SELF k8 % 3/4 SELF - 2000 S.H. TAPPING SMS 2000 SJi TAPPING SMS 2 X 4 X 3/8 HEAD CTYPJ HEAD CTYPJ TUBE MULLION Q SECTION A —A (1) SECTION A A (2) I SEALANT BETVEEN 1 1/4• MIN. _ y�OV EMBEDMENT L MILLION �1LiT gLO WD /A OR k8 X 3/4 SELF \ L_y A .. TAPPING SMS SDETWEEN VIND�FLANGES VINDOV VETVCEN FL 2000 SJi L MULLION � .. k MULLION 2000 P.V✓DESIGNER 20C10 P.V./DESIGNER CTYPJ SILL CTYPJ SILL CTYPJ SECTION A —A (5� k8 X 3/4 SELF k9 X 3/4 SELF TAPPING SMS TAPPING SMS X 4 X 3/8 ELEVATION 1 X4XL8 TUBE MULLION TUBE MULLION VIEWED FROM EXTERIOR FLORIDA EXTRUDERS I rmnTlON't INC -,SANFORD. FiORIDA -- t Tmz: SER. 2000 -FLANGE SHEET.-1 OF:; 2 HORIZONTAL MULLION SECTIONS tra x 3/4 SELF ke x 3/4 SELF SEE OTHER SIDE (SHEET - 2 OF 2> FOR TAPPING SMS TAPPING SMS sx 200° S.M. DES IGN``PRESSURECAPACITIES° HEAD CTYPJ HEAD CTYPJ ' a SECTION A —A SECTJQN A —A (4) DRA1fN ar:MSH APPxovsn eir: � . ; , ,' DATE 2/4/02--- sc NT&- DTG.: 2HMFLG; _. .v ay 200D Sx JAMB (TYP.) 2000 S.M. I X 2 7/16 X 1/8 JAMB (TYP.) I X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION. 2 X 4 X 3/8 TUBE MULLIDN� � 1t8 X 1/2 SELF BS X 1/2 SELF TAPPING SMS TAPPING .SMS 44VINDOV EALANT BETWEEN SEALANT BBEEEM FRAME WWDOV i MULLION i M JJIIN 08 X 1-1/2 SELF #8 X 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A —A (1) SECTION AAA (21 CZNTRA . FLORIDA B.O.A.E. TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8, MIN. . EMBEDMENT - \ - SHEATHING \INSTALLATION ANCHOR •8 WOOD SCREW (TYP.) EXTERNAL MILLION INSTALLATMN CLIP MULLION ... . APPLIES TO HEAD &.SILL WHERE I" X 4' do 2' X 4' TUBE MULLIONS ARE USED i8 X 1/2 SELF APPLIES TO HEAD do SILL WHERE 1' X 2" TAPPING SMS r1c 1' X 2 7/16' TUBE MULLIONS ARE USED INSTALLATION ANCHOR I18 va00 SCREW DETAI (TYP.) v _ SILL CLIP SEALANT B8 X .1-1/2 SELF WIMIXIW ESN 1 1/8' MIN MANUFACI Tml7P.a NAME: TAPPING SMS i MULLION EMBEDMENT �GoRmAYrlt<Jia+�+aal SECTION A —A (5) ELL 1X4 X1/8 1X4X3/8 TUBE MULLION - -TUBE MULLION 2000 S K 2000 S3i JAMB (TYP.) JAMB (TYP.) /- t8 X 1/2 SELF 48 X 1/2 SELF / TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT EALAN BCE N WINDOW FRAME WINDOW- i AME MULLMN -- - ; i MILLION N8 X-1-1/2 SELFN8 X 1-1/2 SELF TAPPING. SMS _. TAPPiMG_SMS SECTION A -A (3) SECTION A —A (-1 2000 SH JAMB (TYP.) N8 SELF 1 _AUXILIARY- AUXILIARY PLATE - -- (FOR ADDITIONAL-ANCHMS;`WHEN REOUIRED> .0 0 SMS (TYP.). `- DETAIL B MULLION ELEVVIEWEOOMEXTERIOR _ O _. TRN FLORIDk EXTRUDERS IIsANFo TIONnL, INC SANFORD FLORIDA ;SER. 2000 FIN SHEET T OF 2 V T VERTICAL MULLION: SECT,IQNS' SEE OTER SIDE ( SHEET 2 OF DESIGNyPRESSURE CAPACITIEES 2- FOR DRAWN BY. MSH ", ' APPROVED ' BY: ` DATE:2/6/02 I SCALE:NTS DWG.2VMFIN Q3 ' ONE BY VOOD DETAIL 2000 S.H. 1 X 2 7/16 X 1/8 ' 2000 S.H. I X 2 7/16 X 3/8 + BUCK BY OTHERS .IAMB (TYPJ TUBE !%IL,LION JAMB (TYPJ TUBE MULLION CONCRETE OR MASONRY' 1 1/4' MIN Q BY OTHERS EMBEDMENT d Q D8 X 1/2 SELF N8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA. -\L SEALANT WEEN YWDDV FLANGES a MULLION It8 X 1-1/2 SELF TAPPING SMS SECTION A —A (1) 1X4X1/8 TUBE MULLION 2000 S.H. 2000 Sx JAMB (TYPJ JAMB (TYPJ II8 X 1/2 SELF TAPPING SMS I TAPCON SCREW ANCHOR MP) EXTERNAL MULLION INSTALLATION CLIP 2%4X3/8 _ e TUBE MULLION SEALANT FLANBETWGES . - - .... .. - _ ... . L MULL FLANGES TYPICAL MULLION TO CONCRETE O HEAD a MULLION 2000 S.M. MULLION (APPLIES TO HEAD ,& SILL _WHERE I' X 4 •8 X 1G S SELF JAMB (TYPJ dc..Z' X 4- TUBE 'MUlUONS ARE USED :..TAPPING SMS SECTION A —A (2) #0 X 1/2.SELF TAPPING SMS _ .... _. INSTALLATION ANCHOR 3/16' DIA. TAPCON ._..... i X 4 X 3/8. SCREW ANCHOR (TYPJ TUBE MULLION SILL CLIP M8 X 1-1/2 SELF SEALANT -BETWEEN Q TAPPING. SMS WINDOW -FLANGES __ ... _.. 1 1/4' HIM . i MULLION . (FOR_ADDITIONAL.ANa!3F; WHEN REQUIRED) E) 0 - I — 88 X 1-1/2 SELF 0.e X 1-1/2 SELF SMS (TYPJ ` DETAIL 8 KJLLION TAPPING SMS TAPPING SMS ELEVATION SECTION A —A (3) 'SECTION A -A (4) VIEWED FROM EXTERIOR FLORIDA- EXTRUDERS'nON`� -INN SANFO.RD FLORIDA� V• mu: S 2 � AN . SHEET.- 1 ;1 r .•, ..:_ A VERTICAL MULLION SECTIONS MASTER. FII,E A � — SEE OTHER; SIDE -:SHEET. 2 .OF 2) ,FOR. 18 -3 2M2 DESIGN PRESSURE -CAPACITIES, - - -^ A DSAIrx aY: JBH hPRovwBY 2??.; u 2/2/02.....-1 Scet.>,. NTS m.,," 2VMFL' G° Wi?f8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN W LLrK, FLAEs VPWOV FLANGES a MlLLIOi a MULLION SECTION A_A. (5) a BEDMENT BETAIL C r \-PRECAST'SILL-BY-OTHERS _ 1 _ AUXILIARY 'PLATE + M8 SELF T PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF L4ND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF ;WNFOR'D, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE A-l"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 910.06 FEET TO THE POINT OF BEGINNING; THENCE SOO'28'19"W A DISTANCE OF 115.00 FEET; THENCE N89'31'41"W A DISTANCE OF 60.00 FEET; THENCE N00'28'19"E A DISTANCE OF 115.00 FEET; THENCE S89'31'41"E A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES t. NOTE: TRACT "E" POINT OF WE DO NOT ACCEPT RESPONSIBILITY FOR MAINTENANCE & ACCESS COMMENCEMENT ANY ERRORS THAT MAY OCCUR FROM THE NORTHEAST CORNER OF THE NORIHWEST 1/4 OF THE USE OF THE UNRECORDED / PROPOSED 60.00' NORTHEAST 1/4 OF SECTION PLAT THIS PLOT PLAN IS BASED ON, „ °?9O 18-20-31 589'31'41 E A N89'31'41"W PT 10' SCREEN WALL EASEMENT " V 910.06' ----------------------------- \ PROPOSED LOT 6 ! DRAINATGE TYPE A I 6 PAT10- ` 48.0' I 6.0' .I I W 48. 00' I PROPOSED O i ^ PROPOSED 3338 I LOT S � n FINISHED FLOOR I In I ELEVATION-43.50 0 „n9 0 I ,6 00 0 0 7.0' COVERED /C z ( N .. ENTRY 6.O' I 12.0' 0 O I 1n t0.3' L _ _ 18.7' n 1 6.0' 0 1VE °A 90 10' UTILITY EASEMENT p A� - 60.00 N89*31'41 "W �1 �I I^ 1 o:� ql 232.85 - _ - S89'31'41'E - - POINT OF BEGINNING PROPOSED LOT 7 1 = 30' GRAPHIC SCALE 0 15 30 FLOOR SLAB ELEVATION MUST BE 16" ABOVE C'MOWN OF ADJACENT ROAD UNLESS OTHERWISE APPROVED MAGNOLIA PARK TRAIL TRACT "A" OF PROPOSED MAGNOLIA PARK 50' RIGHT OF WAY 720.39' 953.24' V _ CENTERLINE OF RIGHT OF WAY LOT 6 CONTAINS 6900 SQUARE FEET i BUILDING SETBACKS THIS STRUCTURE CONTAINS 2029 SQUARE FEET t FRONT: 25' TOTAL CONCRETE 916 SO. FT. t REAR: 20' TOTAL SOD 3955 SO. FT, i SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 6 AS BEING S89'31'41"E PER PLAT. (FIELD DATE: SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM40157 DRAWN BY: REVISED: PLAN 2-18-03 JML LEGEND BUILDING SETBACK LINE MEW ------- CENTERLINE POO RIGHT OF WAY LINE ROL PCC x PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW OR PD OCONCRETE 0 LB LAND SURVEYING BUSINESS L C.B. LS LAND SURVEYOR PC FIRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT (M) MEASURED TYR (CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP Sj: SIDEWALK R CP CONCRETE PAD C5 PB PLAT BOOK C PGS PAGES R/W NO NATURAL GRADE ORB 50. IT SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES 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 1, THE SURVEYOR HAS NOT.AOSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLF. OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Z-1�-o3 FOR THE FIRM WILLIAM MU CATELLO JR. PSMif49 DATE FORM:600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION t Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 3338 REVD Builder: DR HORTON Address: 1-9 N 11rtk i�) Permitting Office: City, State: �rA;,rLt , �� Permit Number: Owner: _V).V- . �Q2" Jurisdiction Number: Climate Zone: Central 1. New construction or existing New , 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap: 36.0 kBtu/hr _ S. Is this a worst case? Yes _ SEER: 12.05 _ 6. Conditioned floor area (W) 3338 ft' c. N/A 7. Glass area & type a. Clear - single pane 461.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 112 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft' b. Electric Heat Pump Cap: 36.0 kBtu/hr _ 8. Floor types _ HSPF: 7.65 a. Slab -On -Grade Edge Insulation R=0.0, 151.0(p) ft _ c. N/A b. Raised Wood, Post or Pier R=11.0, 554.0ftl _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 660.5 ft= _ EF: 0.86 _ b. Frame, Wood, Exterior R=I L0, 1559.0 W _ b. N/A _ c. Frame, Wood, Adjacent r R=I 1.0, 335.0 ft' _ _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types t _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1988.0 ftz _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 42947 PASS Total base points: 46296 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:�+ P��2 DATE: oU - CFL hereby certify that this building, as designed, is in compliance with the Flerft Energy Code. OWNER/AGE : DATE: Review of the plans and 4ggB ST specifications covered by this calculation indicates compliance ti° _o with the Florida Energy Code. "' 'i,,, is Before construction completed this building will be inspected for compliance with Section 553.908 oOD Florida Statutes. WE BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) r't FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3338.0 25.78 15489.7 Single, Clear S 1.0 16.0 39.0 44.66 0.99 1731.3 Single, Clear E 1.0 18.0 72.0 59.31 1.00 4255.3 Single, Clear E 1.0 16.0 97.0 59.31 1.00 5732.8 Single, Clear W 1.0 16.0 39.0 53.47 1.00 2078.7 Single, Clear E 1.0 17.0 18.0 59.31 1.00 1063.8 Single, Clear W 1.0 9.0 15.0 53.47 0.99 797.4 Single, Clear W 1.0 6.0 20.0 53.47 0.97 1035.8 Single, Clear S 1.0 6.0 30.0 44.66 0.94 1264.8 Single, Clear E 1.0 6.0 30.0 59.31 0.97 1723.7 Single, Clear E 1.0 3.0 8.0 59.31 0.86 406.8 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear N 1.0 6.0 15.0 27.96 0.97 408.6 Single, Clear W 1.0 6.0 30.0 53.47 0.97 1553.7 Single, Clear W 5.0 9.0 18.0 53.47 0.70 676.8 Single, Clear W 1.0 9.0 15.0 53.47 0.99 797.4 As -Built Total: 461.0 24388.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 335.0 0.70 234.5 Concrete, Int Insul, Exterior 3.0 660.5 1.40 924.7 Exterior 2219.5 1.90 4217.0 Frame, Wood, Exterior 11.0 1559.0 1.90 2962.1 Frame, Wood, Adjacent 11.0 335.0 0.70 234.5 Base Total: 2554.5 4451.5 As -Built Total: 2554.5 4121.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 48.0 4.80 230.4 Exterior Insulated 48.0 4.80 230.4 Base Total: 66.0 259.2 As -Built Total: 66.0 259.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1988.0 2.13 4234.4 Under Attic 19.0 1988.0 2.82 X 1.00 5606.2 Base Total: 1988.0 4234.4 As -Built Total: 1988.0 5606.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 151.0(p) -31.8 4801.8 Slab -On -Grade Edge Insulation 0.0 151.0(p -31.90 4816.9 Raised 554.0 -3.43 -1900.2 Raised Wood, Post or Pier 11.0 554.0 1.83 1011.1 Base Total: -6702.0 1 As -Built Total: 705.0 -3805.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3338.0 14.31 47766.8 3338.0 14.31 47766.8 Summer Base Points: 65499.6 Summer As -Built Points: 78336.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 78336.3 0.500 (1.087 x 1.150 x 0.90) 0.283 0.950 11846.6 78336.3 1 0.500 (1.087 x 1.150 x 0.90) 0.283 0.950 11846.6 65499.6 0.4266 27942.1 78336.3 1.00 1.125 0.283 0.950 23693.2 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 3338.0 5.86 3520.9 Single, Clear S 1.0 16.0 39.0 7.73 1.00 300.6 Single, Clear E 1.0 18.0 72.0 9.96 1.00 719.0 Single, Clear E 1.0 16.0 97.0 9.96 1.00 968.7 Single, Clear W 1.0 16.0 39.0 10.74 1.00 418.8 Single, Clear E 1.0 17.0 18.0 9.96 1.00 179.7 Single, Clear W 1.0 9.0 15.0 10.74 1.00 161.0 Single, Clear W 1.0 6.0 20.0 10.74 1.00 215.4 Single, Clear S 1.0 6.0 30.0 7.73 1.01 233.8 Single, Clear E 1.0 6.0 30.0 9.96 1.01 301.5 Single, Clear E 1.0 3.0 8.0 9.96 1.03 82.1 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear N 1.0 6.0 15.0 12.32 1.00 184.4 Single, Clear W 1.0 6.0 30.0 10.74 1.00 323.1 Single, Clear W 5.0 9.0 18.0 10.74 1.05 203.2 Single, Clear W 1.0 9.0 15.0 10.74 1.00 161.0 A As -Built Total: 461.0 4603.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 335.0 1.80 603.0 Concrete, Int Insul, Exterior 3.0 660.5 3.80 2509.9 Exterior 2219.5 2.00 4439.0 Frame, Wood, Exterior 11.0 1559.0 2.00 3118.0 Frame, Wood, Adjacent 11.0 335.0 1.80 603.0 Base Total: 2554.5 5042.0 As -Built Total: 2554.5 6230.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 48.0 5.10 244.8 Exterior Insulated 48.0 5.10 244.8 Base Total: 66.0 316.8 As -Built Total: 66.0 316.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1988.0 0.64 1272.3 Under Attic 19.0 1988.0 0.87 X 1.00 1729.6 Base Total: 1988.0 1272.3 As -Built Total: 1988.0 1729.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 151.0(p) -1.9 -286.9 Slab -On -Grade Edge Insulation 0.0 151.0(p 2.50 377.5 Raised 554.0 -0.20 -110.8 Raised Wood, Post or Pier 11.0 554.0 0.47 260.9 Base Total: -397.7 1 As -Built Total: 705.0 638.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 3338.0 -0.28 -934.6 3338.0 -0.28 -934.6 Winter Base Points: 8819.7 Winter As -Built Points: 12584.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 12584.2 0.500 (1.078 x 1.160 x 0.92) 0.446 0.950 3068.0 12584.2 1 0.500 (1.078 x 1.160 x 0.92) 0.446 0.950 3068.0 8819.7 0.6274 5533.5 12584.2 1.00 1.150 0.446 0.950 6136.0 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 27942 5533 12820 46296 f 23693 6136 13118 42947 PASS ��y04 THE 3Tg1�O.� A AA- EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) r It DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.6 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family I SEER: 12.05 4. Number of Bedrooms 5 _ b. Central Unit Cap: 36.0 kBtu/hr _ 5. Is this a worst case? Yes SEER: 12.05 6. Conditioned floor area (ft') 3338 ft' c. N/A 7. Glass area & type _ a. Clear - single pane 461.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft' b. Electric Heat Pump Cap: 36.0 kBtu/hr _ 8. Floor types HSPF: 7.65 a. Slab -On -Grade Edge Insulation R=0.0, 151.0(p) ft c. N/A _ b. Raised Wood, Post or Pier R=l 1.0, 554.011' _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, int Insul, Exterior R=3.0, 6%5 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 1559.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 335.0 ft' d. N/A V c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types - _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1988.0 ft' _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _. PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft i RB-Attic radiant barrier, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) &THE s?9p in this home before final inspection. Otherwise, a new EPL Display Card will be completed �ti�,, F 0 based on installed Qodtk compliant features. Builder Signatur Date: .' a Address of New Home: � _9 Kr City/FLIZip _ y�Wuloll *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTudesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321I638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House , DEL AIR HEATING,AIR CONDITIONING,R .lob: 3380 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 Project Information For: DR HORTON Notes: Design Information Weather: Orlando AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary 38 OF 70 OF 32 OF Building heat loss 51980 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 51980 Btuh Infiltration Method _ Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 3338 3338 Volume (W) 28691 28691 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 335 192 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat n/a 0 Btuh 0 OF 0 cfm 0.000 cfm/Btuh n/a Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 47574 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 48078 Btuh Latent Cooling Equipment Load Sizing Internal gains 2070 Btuh Ventilation 2212 Btuh Infiltration 5652 Btuh Total latent equip. load 9934 Btuh Total equipment load 58011 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0.000 cfm/Btuh 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. L wrightsoft Right -Suite ResiderdialTM 5.0.64 RSR26016 2002-Feb-28 15:02:26 /M E:\Fdes\DR HORTON 2002\3380\3380REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 28691 W 2. Winter infiltration load 1.1 x 335 cfm x 32 3. Winter infiltration HTM 11806 Btuh / 527 ft2 x 0.0167 = Isolated zones = Total = OF Winter TD = Total window = and door area Procedure B - Summer Infiltration HTM Calculation 335 cfm 0 cfm 335 cfm 11806 Btuh 22.4 Btuh/ftz 1. Summer infiltration AVF 0.40 ach x 28691 ft3 x 0.0167 = 192 cfm Isolated zones = 0 cfm Total = 192 cfm 2. Summer infiltration load 1.1 x 192 cfm x 18 OF Summer TD = 3795 Btuh 3. Summer infiltration HTM 3795 Btuh / 527 ftz Total window = 7.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 192 cfm = 5652 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 47574 Btuh Sum of ventilation and structure loads = 49059 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 48078 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 9 people + 2070 Btuh Infiltration load from Procedure C + 5652 Btuh Equipment sizing load - latent = 9934 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. „ wrj9htsoft RigMSuite Residerdial- 5.0.64 RSR26016 2002-Feb-28 15:02:26 E:\Files\DR HORTON 2002\3380\3380REVD.rsr Page 1 RIGHT-J WORKSHEET 0 ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 109,COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room ZONE 1 LAUNDRY ROOM KITCHENINOOK FAMILY ROOM 2 Length of exposed wall 151.0 ft 17.0 ft 26.5 ft 32.0 ft 3 Room dimensions 6.0 x 8.5 ft 12.0 x 25.5 ft 14.5 x 17.5 ft 4 Ceiings Condit. Option 9.4 it D n 9.4 fti heat/cool 9.4 ft heat/cool 9.4 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft) Htg Clg (ft2) Htg Clg (ft) Htg I Clg (ft') Htg Clg 5 Gross a 14B 4.6 2.1 926 '«' «» 56 ""' "« 0 «" "" 301 "" •'•, Exposed b 12C 2.9 1.9 159 .... "" 0 •,•' ••,• 84 '«` «" 0 •'•, «" walls and c 13C 3.2 1.2 335 "" «« 104 "" "" 165 ""' "" 0 partitions d 0.0 0.0 0 "» "" 0 +„+ �i�+ 0 �+ ���� 0 +..+ e 0.0 0.0 0 "" "" 0 0 0 .+j+ f0.0 0.0 0 «.. .... 0 .... .... 0 ,... .... 0 ,... I .... 6 Windows and a 1C 37.0 175 6468 "» 0 0 "" 39 1441 "" 0 0 - glass doors b 8C 37.0 '" 72 2661 0 0.. 0 0 '+� 72 2661 .... Heating c 9C 38.7 " 18 697 ' ' 0 0 ".. 0 0 '��+ 0 0 ».. d 0.0 0 0'»' 0 0 ' 0 0 0 0 ' e 0.0 » 0 0 "" 0 0 "'" 0 0 0 0 f 0.0 0 0 0 0 0 0 "" 0 0 7 Windows and North 0.0 0 "" 0 0 0 0 0 0 "" 0 glass doors NE/NW 0.0 0 "�i 0 0 '��� 0 0 '��� 0 0 ':+� 0 Cooling ENV 54.4 226 » 12294 0 0 0 .. 0 72 "�« 3917 SE/SW 0.0 0 "" 0 0 0 0 .• 0 0 0 South 30.4 39 "" 1186 0 "" 0 39 "" 1186 0 "" 0 Horz 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 66 1246 841 0 0 0 18 340 229 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 661 3044 1360 56 258 115 -39 -180 -80 229 1054 471 exposed b 12C 2.9 1.9 159 458 309 0 0 0 84 242 163 0 0 0 walls and c 13C 3.2 1.2 335 1055 392 104 328 122 165 520 193 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 -0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 151 3914 0 17 441 0 27 687 0 32 829 0 (Note: room b 20G 2.3 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 22.4 7.2 331 7415 2383 0 0 0 57 1277 410 72 1613 518 13 Subtotal loss=6+8..+11+12 - 26958 '"' "« 1026 »" «" 4327 "" 6158 "" 115 Less external heating "•• 0 - - 0 •"• •'•' 0 •'•• «'• 0 "" Less transfer ,"•, 0 "" "" 0 •.. 0 •••• •,,, 0 •••• 14 Duct loss 10� 2696 "» 10% 103 "» 10"/ 433 »» 10°/ 616 »« Total loss = 13+14 - 29654 "" "" 1129 "" "« 4760 "" «" 6774 16 Inl gains: People 300 6 «" 1800 0 0 0 » 0 5 1500 Appl 1200 2 »» 1800 1 i�i� 600 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 •"' •••• 22366 '••• «•• 837 »" '•'• 3301 '•'• ••" 6406 Less external coding •«• •,•• 0 «•• •••• 0 »,• •••• 0 "" •••• 0 Less transfer •••• •••• 0 "" •••• 0 "" •,•' 0 "" •»• 0 18 Duct gain 10 "" 2237 10* "" 84 10°/ 330 101/ "" 641 19 Total RSH gain=(17+18)'PLF 1.00 "" 24602 1.00 «" 921 1.00 "" 3632 1.00 "" 7047 201 Air required (cfm) "» 1183 11831`»' 451 44 »" 1901 175 »" 270 339 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�gl,ttsoftt Right-SuiteResiderrtial" 5.0.64RSR26016 2002-Fetr2615:02:26 E:\Files\DR HORTON 200213380\3380REVD.rsr Page 2 RIGHT -I WORKSHEET ZONE 1 DEL AIR HEATING,AIR CONDITIONING,R Job: 3380 10.16.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room DINING/LNING FOYER DEN/BR5 BATH 2 2 Length of exposed wall 23.0 ft 15.0 ft 31.0 ft 6.5 ft 3 Room dimensions 23.0 x 18.0 ft 8.0 x 16.0 ft 11.5 x 15.0 ft 6.5 x 14.5 ft 4 Ceiings Condit. Option 9.4 ft heaVcool 9.4 ft heat/cool 9.4 fl heaVcool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg (ft') Htg I Clg (ft') Htg I Clg (ft') Htg Clg (ft') Htg I CIg 5 Gross a 14B 4.6 2.1 216 •"' "" 0 "» "" 291 "" "" 61 ... "" Exposed b 12C 2.9 1.9 0 «« «,. 75 «,. .«. 0 «., .«. 0 walls and c 13C 3.2 1.2 0 - '•" 66 "" "" 0 "" "" 0 partitions d 0.0 0.0 0 '•« «•• 0 '»' •••• 0 ,•,� 0 e 0.0 0.0 0 «,• •«, 0 •,•, ,,•, 0 ,• .«. 0 �,., ..�� f 0.0 0.0 0 «.. .... 0 ..., «., 0 .... «., 0 «,. .... 6 Windows and a 1C 37.0 97 3585 "" 0 0 39 1441 0 0 glass doors b 8C 37.0 » 0 0 "" 0 0 '�'+ 0 0 ... 0 0 Heating c 9C 38.7 0 0 0 0 .. 0 0 **. 18 697 d 0.0 0 0 "" 0 0 "" 0 0' 0 0 e 0.0 0 0'»' 0 0 "" 0 0 "" 0 0 f 0.0 0 0- 0 0 "" 0 0 "" 0 0'»' 7 Windows and North 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 glass doors NE/NW 0.0 0 0 0 ���� 0 0 0 0 ***. 0 Cooling E/W 54.4 97 5277 0 0 39 2122 18 979 SE/SW 0.0 0 0 0 0 0 0 0 ... 0 South 30.4 0 "» 0 0 "` 0 0 "" 0 0 "" 0 Horz 0.0 0 "'• 0 0 "" 0 0 »" 0 0 "" 0 8 Other doors a 11A 18.9 12.7 0 0 0 48 906 612 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 119 549 245 0 0 0 252 1163 520 43 199 89 exposed b 12C 2.9 1.9 0 0 0 75 216 146 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 66 208 77 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 -0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 15 389 0 31 804 0 7 168 0 (Note: room b 20G 2.3 1.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 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 InfiRration a 1 22.4 7.2 97 2173 6981 48 1075 346 391 874 281 18 4031 130 13 Subtotal loss=6+8..+11+12 "" 6904 •"' "" 2794 •"' "•' 4282 "" »» 1467 »•' Less external heating «« 0 .«. «« 0 .... .«. 0 «« ..« 0 Less transfer »•• 0 «•• ,•« 0 ,... «« 0 ..« ..,. 0 .«. 14 Duct loss 10 690 "» 10% 279 "" 10 *A 428 »" 10 147 "•' 15 Total loss = 13+14 »» 7594 '»' "" 3074 »•' - 4710 '•» '»' 1614 "» 16 Int. gains: People ® 300 1 '•» 300 0 '•'. 0 0 0 0 0 Appl. ® 1200 0'»' 0 0 0 0 »« 0 0 .... 0 17 Subtot RSH gain=7+8..+12+16 "" »" 6521 »" "" 1180 '•" '»' 2922 1198 Less external cooling •••• •«• 0 •'» ••,• 0 •-» ,•« 0 •«• •«• 0 Less transfer •«• •«• 0 ••« «« 0 „« «« 0 «,. «.. 0 18 Duct gain 10°/ »" 652 10°/ "" 118 10°/ »" 292 10°/ "" 120 19 Total RSH gain=(17+18)'PLF 1.00 »" 7173 1.00 "» 1298 1.00 "" 3214 1.00 »» 1317 201 Air required (cfm) •'•' 303 345 '»' 123 62 '»' 188 155 '»' 64 63 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrs j"t50'fC Right -Suite Residential"' 5.0.64 RSR26016 2002-Feb-28 15:02:26 04M E:\Files\DR HORTON 2002\3380\3380REVD.rsr Page 3 Y nv t��M ma�-rN wlsn 7' Wth duct 11 :o roof c 1 -d 11 /f4n 12xI.cd 12xI.cd 1 170 70 IOX10 IVCD IOXIO IVCD 111���GGG���GDD 175 175 ►IIm.Y WOG Boom� s• ,. I II . A 7• I ME 1 . 7 __ _____ 024x18 rag 4 16'x10' �-w M`cBM r-r m f, lox+Cd ti M~ r 4 �� N ISS�d m 1 I�655 L _ _ _._ 0�1�'T r * , �, I�i .91 — IIDR i ._. t• Y11 I II D. 1 42 �l�IS 1ix14 ag -D-I BY BLDR MIN r-s•ae. Is. ton�!/Sk. e240v 1phh O _ z platiorn try Ixdr W'ye, .ell ap ri a� GARAGE r.4•a� no)►.ru 11' 1 B cr A/W x T-- 42X12 Al SLAB BY HLDR MIN 2• FROM vAu %12 A/C SLAB fRDN VALL Rating NuSt have a nininun ClearonCe of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. } m W H CO \6 U CLI M CS (1 CY) z o } to m -• > z J z 0 iu 3: J O Q < m0-Jtnpp 3r bath duct 3• both duct 4• b.th duct to roof [.p ./ion to roof cap ./ion to roof cop ./f.n-light m a.8-0. r LLL w '' ----------{ • .t 1.cd 4 1 6. 10a6 I.cd 1 8. I-d 3 � 1 10.6I.cd � 4 1 1 � � r —mnw 1 1 hat. nay 1 6' w 12.12 ro 9. 4 � I 1 I �I f ti e.4 l.c 1 1 M 4 1 i �---------J, 8• t� t / � 4. rap 14.14 rap 1p. 12' le.le rap - ? Iffirm I.-12. � rr m 6• s �• 10.6 f.cd 14 14 rap 1 4 I. p• S ffic 6' 12.6 I.cd ISO ; 1 4 1.cd 1 ! C 1 1 1 -f 7• 10.10 rob rawo 6' 10.10 2.c Ito 3D ton ./Sk. e24o. 1p,h 18.13 pen IC171T[y nL pot(orn by Wtlr 1 eD 12.6 1.OR. ISOO;; C . 12.6 r—tlb 0bcd [! np ohu Must have a r� clearance of 4 inches around the air handier per the State -Energy code. All duct has an r=6 insulation value. J Rating i0 OD U C) ry) z or N m W > z z o w 3 J Q F- m Q O J O O QQ� and _1000 ENGINEERING PACKAGE )jk BUILDER: PROJECT: MODEUBUILDING: REVISION DATE: 3 �3 .2Ga/o3 NEW LOAD: CARPENTER CONTRACTORS OF AMERICA, INC. 3900 AVENUE G. N.W. 11 WINTER HAVEN, FLORIDA 33880 �� PH (800) 959-8806 FAX (941) 294-7934 � p� Davia Norrts t=ngineenrW ' , ar�d Dra • ' Services Engx�cr�n� Residential • ComraercW Puna & Eng. • hopeafiens • Permitting • Specializing in Church Design 112 Coleman Road, V,,mtw Haven, FL 33880 Phone; (941) 299-104s Pag®s- (9141) 965-6956 Fax: (941) 291-4305 TO WHOM IT MAY CONCERN: This letter is intended to address the issue of derflectian in roof trusses. As an unavoidable fact of physics, roof trusses are. allo•aead to deflect 'up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in a specific truss design, the differeance in deflection mounts of tru*..-xes adjoining different design conditions may pose an aesthe�,ic problem in the oiling and/or roof plane. one procedure that may minimize the appearance of noticeable deflection. difference would be the installation of 1 /2" TH-M. x 1.6" high &Pk CDX (or an) strongbacks staggered throughout the area of concern, prior to applying any dead load. The plvrovood• s'trongbaacks should be nailed to each truss with (8 ) 10d nails stacked throughout the 16" height of the stongback. In lieu: c-f• plywood strqngbarcks, 2 x B. #2 Southern Pine strongb&c.ka raay be used -or 2 x- 6 #3 S.P. with no knots or imperfections in the bottom surface. The 2 x 8 stronoacks should be nailed to. each .truss with (3) 16d nails into &aach truss. Zither a-hoic.e of strongb.acks should tie the trusses together and provide: a more uniform deflection in the. area of transition.. The strongbaack bracing matesriaal is in addition to any permanent building bracing specified. by building designer and/or truss m&nufaRcturer, and will not adversely affect the perf.armaance of the roof trusses in any way. I.f you have any questions, please feel free to contact l-ob Michaelis at Carpenter Contractors of America, Inc. (81 3) 29.4- 6449. Sincerely, ►fir •��'�.@ ��+•-'TJ.,, r ✓� kx - or I:ia�sid R. *orris; P.E. November 16, 2001 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: • 100 mph fastest -mile wind speed • Residential construction • Enclosed building do meet the wind loading requirements of the Florida Building Code for: • 120 mph 3-second gust wind speed • Residential construction • Enclosed building (landward of the wind-borne debris region) Exposure B If you have any questions or if I can be of further assistance, please call me. Since, 11-15-01 Walter P. Finn, PE Senior Chief Engineer WA43 CJ ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 - (800)755-6001 This is A Dangerous Condition /--- %tathkig TO pRL'VL•'NT '1`IlIS FAILURE, ANCHOR !»lore andd a,af lsrb`��OR RESTRAIN THE buckling. LATERAL. BRACING! cundnuous lateral bracing USE METHOD SHOWN AT maintains spacing, but Q ® & @, OR ANOTHER Permits lateral buckling STRUCTURALLY SOUND r of th ep wetsal the slass. METHOD SPECIFIED BY tams lima. PROFESSIONAL ENGINEER — Baaring lot trusses OR ARCHITECT. 2 ANalORAGE BY BUILDING DESIGNER (Other anchorage provisions for other types of walls). r— Slr.wu.ing 'od age (by building nail kilo awki and -restrains lateral no, thereby p,eventingt Itucklbp. 3A Dan DIAGONAL BRACE RESTRAINT WITHIN THE UNIT(3A & 3B) slnuous lateral bracing. Ile Compression web i Ceiling -- // �Oiagonal brace sway trayerae store than 2 truaaeni, desponding on truss height. 61n.anbng ANCHORAGE OR RESTRAINT OF LATERAL BRACING The drawing below show$ how to restrain the CLB (MM) needed in trusses (drwg. show# EXUPLE TRUSSES as SCISSORS STYLE) when the adjacent trusses have a R2 different configuration (FINK shown here.) The Dia9on&1 Brace (DER) members are 2x4''s ( .ter d' ) , the ends of which are attached to TOP & POTTON chords. The diagonal brace to be attached to one face of web member._ RI 3 R imp EXAMPLE TRUSSES (SCISSORS STYLE) — coepreaslon web -sloping or vertical, or web maeding bracing. Continuous Imeral brace w 2mr4 13 or Stdpd grade \ oiagond brace nailed so opposite side of web prevents lateral movanaH and should tw dapassed as approximately 20 silt Intervals,— — - lttach with (211-164 malls at each and to chords and to alda of web or continuous lateral braca. A1pice standard drawing 137 shows various types of anchorage or restrainis for continuous lateral bracing. Among them is a case when the web lateral bracing is anchomd by a diagonal brace at 45 degrees from a horizontal plane. A 5 degree deviation is saucamilly acceptabe. if the deviation is greater than 5 degrees, a second diagonal brace shall be provided such as to make an `x". The CLB as well as both ends of this diagonal brace shall be anchored with 2- 16d common nails. ` —FINK STYLE �\ A0.TACE TRUSSES USSES R2 RSA C 1R 31 tA�a RI v6 Ram. 2-20-2004 0An o t� =3 p p REF o OATE 10/06/94 o DRW 137 a "• 51AiEFL G WLB- ,— 0 o — o d= ALPINE • ENGINEERED PRODUCTS, INC. 1950 Marley Drive • 'Haines City, Florida 33844 • (941). 422-8685 November 18, 1997 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Dave, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacings for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 j 13 14 V 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 11.71 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" pncumgtie nails. i Sincerely, ALP . 'lr'ERED PRODUCTS, INC. W Finn, P.E. Senior Chief Engineer Job: Cracked Ueh Rej)air Detail R2 TI IIS DRAWING SPECIFIES REPAIRS FOR A TRUSS wrn-i CRACKED WEDS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TPUSS WITH OA14AGED WEBS OF 2X4 SIZE AND 6f3 $0. 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-CONPLY WITH THIS DETAIL. (B) DAMAGED AREA, 0" MIN. to 12" MAX. LENGTH OF CRACK IN WEB. IS) 0 -2X4 50. PINE43 SCABS. MINIMUM LENGTH OF SCAB MUST OF THE GREATER OF: 1. 60" + LENGTH OF DAMAGED AREA (B)• MINIMUM OF 34" ON BOTH SIDES"OFr THE OAHA6E0 AREA a 2. BOX OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF TFIE WEB, WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4" D.C. STAGGERED, REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP THE DETAIL EASIER TO READ. IIOd HAILS: DOUBLE HOW. STA66EREDI + - BACK FACE 0 s FRONT FACE j. Trr1LLL �2' TAA�F T fT=0 O+ O+ O+ O+ s-uz' 01.4 0 + O + O + O + O I- 4` D.C. -I NAIL SPACING DETAIL 0 E= 1= Q 0 1= 1 O �O cI co 0 N=ARUSS Ci RUSS C=k Cai'-00 FM C3 .(= R2 Revised CLR 31=OOT �KIMPORTANTm �" E `'ny me i m �, De' WARNIN 712= `AM WVIATIBU FRei 7NIS OESIgi 00 THESE 5MCIFICATIONS, OR ANY el/DING. SPE 108-41 BY TPI. SEE THIS OESIM Fagum To mn1< 7N6 T4u5 ni C105=0MAO G SIA1 0ST04 BY TPE. FM ADDITIONAL A'PEDIIL PERNAMENT BRAMAT RN "TIC C04OCTWO AM KAM 00 WMA aAL1/. zWL 1@TT11S ASTM. Olnft" BS, 11i[.56 OMM(IBE XMICATM TOP A4u SR B 61CA3'T AS DOIER. APPLY Gmam m TD 6" PACE OF ?rT SW:H SE LATERALLY BMA® 0I111 PODPER TRUBS "ID NI INLESS 01143W33E LOCATIO O0 VMS DMICvGBTTIN•Yl LY ATTAcwm PI_TiA000 9WJLTNlDk 00ITM 0" 0014N;QTOIS Pei DRAYto" 130• ilb a ABOA-P. DESUM STANDARDS 9104 PAW61LY ATTUNED RIGID GESLU16 — SEE CaPaFBi %/m-LTCABLE PR091sla15 OF IDS C TPI. AN elfal PEWS ALPINE YEMUCAL Al+OATE NT/I/Bfl •F0R PRaPEA DEAL Fin THIS WAGUS.ANRIEB TO ITE C eaffliT G&IGIEQ WE GRIVALL LFPLICATIW.11ANWSH A COPT Of THIS IN OFLT. AM SNW.L NOT IX FBI® " RI ANY On" WAY. 05101 70 7fE TIMM MTION CUNI14CM. s—TPT . Tat— P. A lm mrtF mm - taw 1ummu msmn siETFic&u im i000 amsTgzno" Cr/% —T p J uV • • 1.1� ••�LJ v•sa� MOM Rev 17.2m NOT TO SCALE TC LL - PSF CRACKED WEB DETAI TC OL — PSF DATE 09/02/94 BC DL — PSF DRM HC25094073 BC LL - `_PSF FL"ENG TOT_LO. — PSF OUR. FAG. SPACING 24.0" A4 (JL.AU Ulf [)LiAlt_ - JWL. / ) TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOL.IOWING; UP TO 140 MPH MAX WIND, 30.0 Fi MEAN HGI. ASCE 7-98. ENC. OR PART. ENC BLDG, LOCATED ANYWHERE IN ROOF. CAT 11. EXP 6 OR C. WIND TCDL=5.0 PSF, WIND BCOL-5.0 PSF. * ATTACH ONE SCAB TO FACE OF TRUSS WITH 0.128'X3' GUN NAILS AT 2' O.C. STAGGERED THROUGHOUT TOP CHORD. SCAB TO MATCH THE SIZE AND MATCH OR EXCEED THE GRADE AS SPECIFIED ON THE ALPINE DRAWING. NOTE: FOR 130 MPH DESIGNS, 2001 ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. NOTE: FOR 140 MPH DESIGNS, 300/ ADDITIONAL UPLIFT CONNECTION REQUIRED TO UPLIFT AMOUNT SPECIFIED ON ALPINE DRAWING. I++ ALTERNATE IOAOING' SS PSF611.33 nF_ SO PSF61I.2S OF, 37 PSF@I.2S OF fnt3 uwu rncrAKcu rMvn t.unrulLR IMrUI (LVAUJ n Mtncn.lIu"JP auu.l.,"' — ,, — 2-0-0 OH MAX I I I L I I I I 2L MINIMUM I I 0q, PLT TYP. Wave TPI-95 Design Criteria: TPI STD QTY:! HI/1 - R - ALPINE WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. NANDLIN6. SNIPPING, INSTALLING AND RR AC INfi. REf ER TO HIO-91 (HANDLING INSTALLINb AND BRACIN6). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 O'OYOFR.TO OR., SUITE 200. MADISON. WI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATIACHE0 STRUCTURAL PARELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATIACNED 91610 CEILING. ..IMPORTANT-- FURY ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUC T S. IN[. SMALL NOT BE RES/OMSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILORE TO Btl U0 iNE TRUSSES TN CONFORMANCE WfiH TPI; OR FABRICATING. ICATIN6. NANDLIN6, SHIPPING. Y6, [YSTALLIRG AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGY SPECIFICATION PUBLISHED BY THE AMERICAN FORESI AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTN A653 G440 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER:C(ilTla..' �'( P ''/�� y1Ti TIfICq ! t`: , fl S4T,A P :a T C L L 30.0 PSF T C D L 7.0 PSF BC O L 10.0 PSF �TYY FI p C L L 0.0 f S.F TOT.LD. ++47.0 PSF R E F R 0 8 1-- 0 DATE 1 1 / 0 6 / 0 1 D R W HCOSR081 01310276 H C - E NG / JWC SEQN - 24952 OUR. F A C . 1.33 Alpine Lngi =cd Produm,Im DR kWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS si Aie N SPi1CING 24.0 ITNXDes City, Fl. 33844 FLC,crli6cateofAet6DrizetiDnY567 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILIrY OF THE BUILDING DESIGNER, PER ANsl/TPI 1.199S SECTION 2. CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECHMM ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2XB(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. 7 ALPINE Al pm ET1t =xlm Ts. Vr_ POMPANO Be" MONDA T—BRACING OR \L—BRACING: APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR L- I ACN ATTACH WITH 16d NAIIS AT B" O.C. BRACE IS A MOGMUM BOX OF WEB . MEMBER LENGTH I , SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MORMUM BOX OF WEB MEMBER LENGTH ffA OF T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 679,640 TC LL PSF REF CLB SUBST. TC DL PSF DATE 06_/26/99 BC DI, PSF DRWG BRCI BSUB0699 Be Lf, PSF —ENG MLH/KAR TOT. LD. PSF DUR. FAC. SPACING CONVENTIONAL FRAMED VALLEY DETAIL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. [HIS DETAIL IS VALID WHEN USED IN CONJIINCTION WITH ALPINE DESIGNED TRUSSES ONLY. I 2X6 SP #2 RIDGE BOARD. ++ 2X6 SP #2 RAFTER +++ 2X4 SP #3 CRIPPLE NOTE. FOR CRIPPLES LESS THAN 75' IN LENGTH, NO BRACE REQUIRED. FOR CRIPPLES LESS THAN 96' BUT GREATER THAN 75' IN LENGTH, 2X4 'T' BRACE OR SCAB GRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH 16D NAILS @ 4' OC DR GUN NAILS @ 3' OC. MAXIMUM CRIPPLE LENGTH IS 96' CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-16D NAILS OR 3 GUN NAILS. 2XIRIDGE B3 3-160 TOENAILS OR 4 GUN NAILS CONNECT 2X6 RAFTER TO RIDGE BOARD WITH 3-160 NAILS OR 4 GUN NAILS 1.5 TO 7 (TYP) TRUSSES BELOW @ 24' OC. MAX CRIPPLE SPACING �-4 - 6 - 0—� 3-16D NAILS OR 4 GUN NAILS (TYP) 2-160 NAILS - OR 3 GUN NAILS (TYP) NOTE: EDGE DISTANCES, END DISTANCES AND SPACING FOR ALL NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARD (GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) NOTE: USE 0.128'X3' GUN NAILS WHERE SPECIFIED. *** 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS NOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 8D OR GUN NAILS @ 2' OC. ** HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO MATCH TOP CHORD PITCH * BEARING TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0' OC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW • WITH 4-16D OR 5 GUN NAILS. 140 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP. B. WIND TCDL-5.0 PSF, WIND BCOL-5.0 PSF. or 140 MPH WIND, 15.0 FT MEAN HGT, ASCE 7-98. ENC. BLDG. LOCATED ANYWHERE IN ROOF, CAT IT. EXP. C. WINO TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 3-16D NAILS Wm7"12(5.5"@45) vvh mY V9 fy) 06t PLT TYP. Wave TPI-95 Design Criteria: TPI STD 0-iY:? ALPINE Alpine ElIg1IWacd Products, Inc. Hsul0 City, FL 33944 FL Ca mate OfAudwa-178tj0D#567 "WARNING— TRUSSES REWIRE EXTREME CARE IN FABRICATION. NANOLI16. SNIPPING, INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 O'ONOFAIO DA., SUITE 206. MADISON. WE S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STROCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 01610 CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 106INEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES16N; ANT FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 0RACIN6 Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE. Of TOGA ASTM A663 6240 6ALV. STEEL, EXCEPT AS NOTES. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROfESSIONAL EN6INEERI116 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 OES16NfR, Fft ANSI/TPI 1 1995 SECTION 2. .�� P (;Y �}, , t !0• �• �q� S'" �% T C L L 16.0 PSF T C D L i 5.0 PSF BC DL 0.0 PSF I BC 11 0.0 P S F TOT . L D . 31.0 PSF REF R 08 1 - - 0 -- DATE 1 1 / 0 6 / 0 1 DRW HCUSR081 01310021 H C - E NG / JWC N _ 2 4 8 9 1 SEON NEW. SPACING 2 4 .0 ' C"nnTNr nFTA11 RECOMMENDED SHORING DETAIL NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 500# ARE TO BE PLACED ON FLOOR TRUSSES. SHORING IS REQUIRED. TION FIATERI4L. T. MAXIMUM D OVER CLEAR SPAN o a o 0 0 co 0kTRUSS' �Recommended ,Shoring► Detail 0 0 PLATES AND 'IAL AND LABOR 0 TO REMOVE THIS 0 BE SUPPLIEO CTOR. R1 ®-- R1 AP ttev. ?�i71 y'9 SCALE - NONE REF DETAIL DATE 05/02/96 DRW HC12396074 ; W-ENG AP � 5 a (GABLES - 140 MPH, EXP B PART ENC. OR EXP C ENC. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MfR. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98. ENC. BLDG. LOCATED ANYWHERE IN ROOF, CAT 11. EXP C. WIND TCOL=5.0 PSF, WINO BCOL-5.0 PSF. OR 140 MPH WINO, 30.0 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11. EXP B. WIND TCDL-5.0 PSF, WINO BCOL-5.0 PSF. t FOR VERTICAL WEBS LESS THAN 4'0': W1X4 FOR VERTICAL WEBS GREATER THAN 4'0' BUT NO MORE THAN 11'6'; W2X4. FOR VERTICAL WEBS GREATER THAN I1'6': W2.5X4. SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. 2X4 OR GREATER CHORDS. )ROP GABLE WILL SUPPORT 4'0' OUTLOOKERS WITH 2'0' OVERHANG (DROP HEEL GABLE) SPACED 24' D.C., OR THE LOAD FROM 12' PLYWOOD OVERHANG (NOMINAL. HEEL GABLE). THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. blGC e lGt ALT. GABLE SHAPES: BRACING DEFINITIONS: NOTE: 'ENO ZONE' EXISTS 18' AT BOTH ENDS Of VERTICAL WEB. (A) (1) 2X4 SP #3 -L- BRACE. ATTACH WITH 0.128-X3- NAILS @ 2' OC. IN ENO ZONES; 4' OC. BETWEEN ZONES. (8) (2) 2X4 SP 13 -L' BRACES. ATTACH EACH WITH 0.128'X3' NAILS @ 3' OC. IN END ZONES; 6' OC. BETWEEN ZONES. (C) (1) 2X6 SP $2 N 'L' BRACE. ATTACH WITH 0.128-X3' NAILS @ 2' OC. IN END ZONES. 4' OC. BETWEEN ZONES. (D) (2) 2X6 SP #2 N 'L' BRACES. ATTACH EACH WITH 0.128'X3- NAILS @ 3' OC. IN ENO ZONES; 6' OC. BETWEEN ZONES. STUD SPACING / BRACING TABLE: 2X4 SP {3 DEFLEC- (1) 2X4 2) 2X4 ( ) 2X6 (2 2X6 STUD TION NO 'L' BRACE L' BRACE 'I BRACE 'L BRACE SPACING CRITERIA BRACE TYPE (A) IYPE (B) YPE (C) T PE (0) 24' L/360 1' 5" 4' 7- 5' 8' 7' 9' 1. 9' 24" L/180 2' 2' 4'10' 7' 1" 7' 9' 1!' 6' 16' L/360 1110' S. S. 6' 9' 9' 4' 1 ' S' 16' L/180 2' 8" 6' 3' 8'10� I' 0' 1 6' 12' L/360 2' 2' 6' 1' 7' 7' 0' 5' 1 6' 12' L/180 3' 1' 7' 5' 9111' 2' 6' 1 6' OVERHANG DETAIL i-h LADDER W/I TRUSSES @ STEPS @ 24' TRUSSES O.C. + (TYP) INCLUDES FASCIA Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) ALPINE Alpine Engi =ed Products, Inc. F(NTnes City, FL 338" FL Certificate oFALMhonzstion 4 567 `MARKING"' TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SKIPPING. INSTALLING AND BRACING. REFER TO NIB 91 (HANDLING INSTALLING ANO BRACING), PUSLISHEO BY TPI (TRUSS PLATE INSTITUTE, 603 O'ONOFRIO DR., SUITE 200, MADISON. HI 53119). .FOR SAFETY PRACTICES PRIOR TO FENFORMIN6 THESE FUNCTIONS. UNLESS OTWERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATEACHEO STR1tCTtlBAI ►ARILS, NOfroN CHORD SHALL HAVE A PROPERLY AiT ACNEO NI610 CE IL IN6. 'IMPORTANT' FURNISH A COPY OF THIS DISI611 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 1905SES 10 CONfORMANCE UIIN TP 1; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS VEIN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIEICAT10B Poe LISHEO at IN( AMERICAN FOREST ABU PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 206A ASTH A653 SR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS ORAHIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONPONENT DES16R SNOYN. THE SUITABILITY ARO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUItDlNG DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. REFER TO TABLE FOR BRACING REQUIREMENTS. Over Continuous Support 19.5c OTY:1 !lI 1 - - ��PF� TC LL PSF SFIc�y T C Di- P S F * * PC DL PSF � �+ BC LL PSF STAVE OF :\ TOT .LD. 60.0 PSF - DUR.FAC. 1.25 SPACING 24.0" U-200 PLF Scale—.375"/Ft. REF R081--0 DATE 11/02/01 DRW HCIJSR081 01306236 HC-ENG /JWC SEON - 24860 SCISSOR .LACK DETAIL TOP CHORD 2x4 OR 2X6 SP #2 N BOT CHORD 2x4 SP #2 N NOTE: FOR 1'0' AND 3-0- JACK ALL LUMBER MAY BE 03 50. PINE. 97 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M1.5 LlWb- PHtFAHtU rHutl LuTD-1) Cll 11Yu1 lunu+ u PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT, (LB): 610 350 200 R1 BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 110.00 MPH WIND, 20.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). ENCLOSED OR FULLY OPEN BUILDING (SBC). ALTERNATE LOADING TC LL 20.00 PSF * NOTE: MAINTAIN A PITCH DIFFERENCE OF 2 BETWEEN TOP TC DL 20.00 PSF AND BOTTOM CHORD, i.e. 8/12 TOP CHORD, 6/12 BC OL 10.00 PSF BOTTOM CHORD. TOT. LO . 50.00 PSF DUR. FAC. 1.25 SPACING 24 0" Ra NOTE: SMALLER SPANS MAY BE USED WITH THIS DESIGN. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ASCE 7-93 UPLIFT (1-8): 610 350 200 R BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 110 MPH WIND, 30.00 FT MEAN HEIGHT, RESIDENTIAL BUILDING TYPE, i MILES FROM OCEAN LINE, CLOSED BUILDING, EXPOSURE C. / WITH DEAD LOAD OF 5.0 PSF (TOP) AND 5.0 PSF (BOTTO2M);. Tir 4 .0 THRU 8.0 3X4 (A i " 2.0 THRII 12 6.0 R=2579 W=1.5" + PROVIDE (3) -160 TOENAILS OR (3) -160 (0.128' X3.0') GUN NAILS AT TOP CHORD, WITHOUT SPLITTING LUMBER. R6 ++PROVIDE (21 -150 TOENAILS OR (2) -160 (0.128'X3.0') GUN NAILS AT BOTTOM CHORD, WITHOUT SPLITTING LUMBER. R6 R=750 is=1.5" 44 Sri I (►, l I 0,3151 e• 0- ALTt_�NH )PLIF i CoN1JMoN (Pe) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 410* 2oo*%-- RO(,* BRG LOC. 0.14 7.0 -1. 0 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED= 100 MPH. MEAN HEIGHT=15 FT. ENCLOSED. (SBC) UP TO 7 ' I (R21 REV. rW 10131% OVER 3 SUPPORTS R-1113 # W-3 " 8 16 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED UPLIFT : 28o*- y,00at Z•60 BRG LOC: 010. 7'0. 7$111 UPLIFT BASED ON I PSFTOTAL DEAD LOAD. WIi SPEED= i40 MPH. MEAN HEIGHTI•=15.0 FT. ENCLOSED. SBC) - Al DTAII= TPI-95 (21 V8 g.'i-2o•ol 956 AAP p r. a I ►o/igg B sJi$j�e R4 A P R.tt✓. R3 ROM. CLR 91 REV tc<; 1/'3/44 Seq• 14174 Qou 17 ai GCAI F - 0.50( O t= O O O C] O O QATRUSS OIN M� CM L� M= o o **IMPORTANT**ALPI`�E'�I' 0 °R00i�� I"� SHALL NOT BE TIESPONSIBLE FOR ANY OUTATLOH FROM THIS DESIGN OR THESE SPMIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CUfFORMA CE WITH OSTBB BY TPI. AL➢INE CONNECTORS APE HAM OF 206A GALY. STEEL MEETING ASTN A446 GR B EXCEPT AS NOTED. APPLY CONECTORS TO EACH FACE OF TRMSS AND to-ESS OTHWMISE LOCATED a THIS DESIGNL POSITION PEA DRAW IMI6S 130, 100 i 11+04-F. OESIOI SIAIOARDS W/APPLICABLE PROVISIONS OF HOS L TPI. AN ENGINEER'S SEAL Oft THIS DRAWING APPLIES TO 1HE COMPONENT DEPICTED HERE ONLY. AM SHALL H10T BE RELIED UPON IN ANY OTHER WAY. WARNINGH"sn"O'I'EEXAIETECARE ff! HAFMOL.ING ERECTION AfRi BRACING. SEE HIS-91 BY TPI. SEE THIS OESIGN FOR AOO[110141. SPECIAL PERMANENT BAACItY RE DUIRCHENTS. LOLESS OTHERWISE INDICATED, TOP CMpM SHALL BE LATERALLY SPACED WITH PP.R LY ATTACHED PLYWOOD SEATlMttRB, BDTTOH cHroao YITN PROPERLY ATiACHE0 PI6I0 [EILLN6 -- SeE ALPITE TECHNICAL UPDATE 17/I/911 FOR PROPER'0R:C'iMA DRYWALL APPLICATION. FMNISH A COPY OF THIS DESIGN TO THE TRUSS ERECTION COMRRACTOR. .�M' P R P�-�•IiFI �'t� *� lb•A�k* i lV M¢ p�C• sYnllI OF .c� O�CMIJA�I��` -... TC LLA3 30.0 PSF TC DL 7 aR IS PSF BCi OL 10•0 PSF BCLL 0.0 PSF TO• LD. , a1PSMAELTORS jCONFORM REF DATE 06 / 1 6/ 94 DRW HC16894018 HC-ENGo D'JR FAC •.33 PACING 24 • C W W =TPI - iPU55 OLATE INSTITUTE. NOS • 199! i1RT[017A1 QE516N SPECIEIClTiOH fOfi.Y00D CQMSTRI�Tlim I JACK 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SIIBNITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N NOTE: LUMBER TO BE SP #3 FOR 1'D" THROUGH 3'0` JACKS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. ** (3)160 COMMON OR (3)0.128"x3' GUN NAILS.TOENAILED. * (2)160 COMMON OR (2)0.128'x3" GUN NAILS,TOENAILED. L--�E TRUSS SPAN 2-0-0 (SEE TABLE) R—RI U—Ul W-3.5' (SEE TABLE) ASCE 7-98. 30.00 FT MEAN HGT. LOCATED ANYWHERE IN ROOF, CAT it, WIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF.(SEE TABLE) JACKS UP TO AND INCLUDING 4'0' MAY BE CANTILVERED 8". MAX MAX BLDG LOADING REACTIONS SPAN MPH EXP R1/U1 8.0" 120 2 a,b 594/280 7'6" 130 1.3 b,c 632/550 7.0" 140 1.3 b.c 607/640 ,1=CLOSED BUILDING, EXP C 2—CLOSED BUILDING, EXP B ** 3—PARTIALLY ENCLOSED BUILDING, EXP B TCLL/TCDL/BCDL/TOT/DF a-20/15/10/45/1.25 b-20/20/10/50/1.25 c-30/15/10/55/1.33 esrl �3 CTi (0) PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) 19.52a _qTY:1 HI l - - Scale=.375'7Ft, WARNING^ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING'ARD TC 11 PSF REF R 0 8 1 - - 0 BRACING. REFER TO :16-91 (HANDLING INSTALLING ALSO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR.. SMITE 200. MADISOR, WI $3119). FOR SAFETY PRACTICES' PRIOR 10 '� CA -IAc�l�, G1t� f, ) SEE p S F T� D DATE 1 2 0 3 O 1 PERFORMING THE SE FUNCTIONS. UNLESS OTNfRYISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED y�IZA - ABOVE DRW HCUSR081 01339110 STRUCTURAL PANELS, BOTTOM CxORD SMALL HAVE A PROPERLY AT7ACMEB 21610 CE1L7U6. `"/MPORTAWT"" FURRI SO A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGR;. ANY FAILURE TO I(=.. Raw, BC DL TABLE PSF BtlILO THE TRUSSES IN [O1FORXArcE WIT: TPI; ON FABRICATING, BANKING. SNIPPING. INSTALLING AND S VITO AFFLICABLE PROVISIONS Of NOS (NATIONAL DESIGN ; BC L L PSF H C - E N G / JWC BRACING Of TRUSSES. Ttl TS DESIGN CONfoRFOREST ALPINE Till. ALPINE 0 . "�'�IpP�i�� 40 "Ll. STEEL. EXCEPT AS NOTED. CONNECTOR$ TO TOT.LD. PSF SEON - 10579 20GATHE CONNECTORSSPECIFICATON ARE "DCPUBLISHED ASTH�A653Ai EACH FACE Of TRUSS. ARD UNLESS 011ERNISE LOCATfO ON THIS DESIGN, POSITION CONNECTORS PER LS�CINAT=.�` CRAVINGS l60 A.I. TOE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D UR . FA C . FROM HOC Al tt 11 D&IdS 1W. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS iI Hain&City, FL 33841 COMPONENT FOR ANY PARTICtlLAR 091LOIXG IS IN( RESPONSIBILITT Of lot BUILDING Df516HfN, PER FL Caii6ralYe of Audxwizafim 150 ANSI f TPI 1-199S SECTION 2. SPACING 24.' O.C. t.Ji4 � (HIPJACK OETAII 1-valr At t11P.1Arv1VINr..lAr►1 NIS 01,16 PRI PAR11) 114014 C01114111R IN11I11 (I OAIIS S 111HI NSIONS) SIIIIf1111") NY 11111SS HIN. TOP CHORD 2x4 SP p2 N 801 CHORD 2x4 SP y2 N WEBS 2x4 SP #3 SBC UPLIFT CHART MEAN HEIGHT WIND SPEED DEAD LOAD LOCATION 0.0' 9.63' 30 100 10 320ji 310L, 30 100 15 2500 27011 30 110 10 480# 5499 30 110 15 330 A0s_ ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. ASC -PLIFT CHART MEAN WIND DEAD LOCATION HEIGHT SPEED LOAD 30 110 10 16001 ENCLOSED BUILDING, 1-1.05, EXP. - C HIPJACK SUPPORTS 1. 0. 0 SETBACK JACKS WITI1 NO 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 819#. RI / W3X4(A1) ia L-;;---2-9-15--j 9-10-1 R-695 W-2.00' MINIMUM — TOP NA11_ BEARING [A-3 9 BOTTOM NAIL BEARING ALTERNATE BEARING WALL R-8190 W-2.00- MINIMUM (—W) R1 AP 11/18/99 PLT TYP. Wave TPI-95 Design Criteria: TPI(STO 19.Dal) fl_ TO 3 R Scale —.375" ••u/6R1N6•• uoss[S a(OrIII filming CAIt fitfAUICA110R. NAYO/INC. Sl(f/1Y6, IISIAItIIL AND _ TC LI_ 30 OR 20 PSF REF R081 - -40960 AmACIRG. It Ilk 10 big 91 (NANDtIM6 INSIAI(IN6 ALD 66ACI116). PYYIISNIO of let tlh0$S PIA11 I rS111Y 11. SY3 O'IiYW.1. It — "m f00. NAOISDN. Nf S7/t 91. fat SAItl1 1AACIUIS 1A10A 10 tFRPp� TC DL 15 OR 20 PSF DATE 03/17/99 11mf DANIt16 INl SI IY6CIfasS. NR11$S O1MtANISI INOICAIJO. far CNORO SNAIL MAtt rmorlmtl AIIACNtO •. /1/ SIAIC lullAI ►ANIt S. 601ION CNOAD SMAI/ MANI A rm0r/Alt AIIACNIY %1"0 Cl 1,' �atlFit;,� 7' ••I1W0N fAM1•• Iulrlso A cDel oI lot s of sI6N 1O IRf Ilsutl At loN COM II AC IUA. Al Pllt IMLIM1imt0 *� • �,. .. ilk 8C DL 10 PSF DRW IIC IISNOdI 9901fi001 fmOOYCIS, loc. SMA4I Not /t AlS1D65111t f0A ART 0111A1106 fION IRIS DISKS; All Ming f 10 oil Ito INt IIOSSIS 1r Cool GINANCI Nlu III; a fANA1CAIING. WARMING. SNIfr1/6. IIS(AItIIL A60 I¢ BC LL 0 PSF HC-ENG JWC/AP 7ALPINE GRACING Of IAYSSIS. frls OtSI6l Cog(OAYS AIPIICAIII 1AO11SIONS of LOS (6AIIORAt OISIGN I11 soulfLCA1166 rlmtlSNtO YI 101 A,NAICAN fwISI AND PAPER ASSOCIA1101p AND vl. Aulm( ST TOT.LD. 55 OR 50 PSF SEON - 16212 CUNMI CIOAS All NAB[ Of i06A ASIN A661 6440 Gill. SI[[t. f1C[►1 4S Y01I 0. Oh l 00116EC10As 10 �, L�,b, Ewl fACt Of Imus$• AND waliss OINImYIS( tocAI(o O/ IRIS 0t$14N, ►osmom COIIlCIOIS 11l � n 0"11116S 160 A 1. I6t &tit aN INIS 01AN166 11101CAIIS ACCIruNU Of 1AWISS101A1 16611111106 'uN DUR.FAC. 1 .33 OR 1.25 FROM SFP AlPiuc EogiIICCfCd PfOt111CIS,lIIC. AtsrorSlm1111t solid tom IN( Imus$ compoltlf OISILN smuNR. 9.1 sul untlll AND us( of lNls -- IINitIaCity•Fl. 33U4 C0001(11 /01 Alf �A111CINAA 1Nt10I66 IS IRE 11S►ONS1111111 Of 191 Yu110166 MIMI, /U ANSff111 1•f99S Ste/I0l r. t301 I'AIH + CONTINIJOUS LATERAL BOTTOM CHORD BRACING AT 24" O.C. SPACING OR AS SPECIFIED ON TRUSS DESIGN. R5 RECOfflENOEO REPAIR PROCEDURE TRUSS LOADING�E i 30 PSF LIVE LOAD TOP CHORD 15 PSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD 55 PSF'TOTAL LOAD @ 1.33 DURATION -OR- 30 PSF LIVE LOAD TOP CHORD 7 PSF DEAD LOAD TOP CHORD 10 PSF DEAD LOAD BOTTOM CHORD 47 PSF TOTAL LOAD @ 1.33 DURATION ALTERNATE LOADING. - IC LL 20.0 PSF TC OL 20.0 PSF EIC OL 10.Q PSF TOT.LD 50,0 PSF SPACING 24.0- 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. 1R2 2. APPLY NEW 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB TO BOTTOM CHORD AND FILLER WITH (3)-16d NAILS EACH END OF VERTICAL. 3. PEAL BACK TIIE PLATE OFF THE TOP OF EACH VERTICAL IN THE UNNEEDED LENGTH OF FILLER. 4. CAREFULLY DENO BACK THE PLATE OVER THE WIDE FACE OF THE BOTTOM CHORD FOR CLEARANCE OF NEW CEILING. 5. CUT UNNEEDED LENGTH OF FILLER OFF AT EDGE OF VERTICAL SCAB. R1 NOTE: BOTTOM CHORD FILLER MAY BE COMPLETELY REMOVED BEING CAREFUL TO FOLLOW PROCEDURE 93 ABOVE. R2 NOTE: GUN NAILS MUST BE 0.131" IN DIAMETER AND 3" IN LENGTH. ++-FIELD APPLIED FILLER. R_2 2X4 SPF STUD GRADE OR BETTER VERTICAL SCAB. ATTACH TO BOTTOM CHORD AND FILLER WITH (3)-16D GUN NAILS IN EACH-. (11) FILLER ON CHORD �c LENGTH 70 CUT OFF FILLER. iE 4'-0" O.C. Tl`♦i- EXISTING FILLER — --- TRUSS SPAN OVER 2 SUPPORTS -- I PS T . TYP. AL9I14e i PT 95 ('94) FURNISH A COPY OF THIS DESIGN TO ERECT cm O cm cm O f7 Afut1 EM6eflEMtEO nae0laGtIL I/C. If w IMPORTANTH R SIALL ,.Of sE Ravivishm.E foe Agar 1111KSEs hill E Steam C1l/tE IN 114a11a EMC71ou MO O O O O pEYllllbl FPO" this 9tS141 M it -ESE SPEClf1C111016. 04 AA OWING. SEE efi0-01 0f Sol. SEE 1111s KSIW C= O O O fAlcUP9 to OD/t0 ItE IMAI$ IN CMFONA„CE rlt.t "!" 0Y lot FOR t1161114uL SPECM M0114Eefi OR"14+6 ff C7 t= O C7 41 hC CO.AECIORi IRE MADE Of 106a LAt11. SIM REE11JA &ON GUM11EDls. 4LESs OI1t0111iE ti6ICA1E4 110 O O 4 O A4IE W L ERCEP1 AS RUSSIA. LPPLY COMEL100s 10 ELCN FACE lIf O.000 EIALL EE L11ER4LY /NA"Al Nltn M•oMn a ALPIN O IMISS Ao 4aESs oltEDrtsC LOCA110 MI 1n16 6ESI6.L M06111411 LY AVILDE0 PLs1N00 4.CAIM1.6 M110N 0NM � CM.EciWs-Pcst OLNNIcs 1]O. 950 C I"A-f. 0(siGl s11taugm efllh PMIPMLF 11IA0E0 Rt510 CE11116 -- SCE o GD,.I'O' . W_fLIcAOLE PMMfi Slatt1 a/ .0s 1 1.1. IN CliatHCE9•S LLP10E IEOSIICAL t/-DAIC 1M.4911 (WI MO.•ED I� TRUSS n x.L ON Inis W1N1fo lff..l(S 10 Usti. Co—WCOt O(PICIED IEhE OKYIIAL UvLICA11011. (AwIS" A C1f•1 O1 n.1s t� 1= C= oa =Y Itl UIE.1, Up Stull 1111 OC NLI[p mat III Jeff 41110 OLT. K$IGef to hl IMUS INc1SO, CIOti"U".. ­ 101 - 11E955 n 1It I14t nut(. Ian - twit 1AItMnL IVs101 WCH IcaliOl/ t1W ~ (M4NMC1oMW Rs vs Rat. B]14 Soot YZ4 VF] Res- 3(3 AIN R3 A P P-EV z1141 q4-- R2 REV. WLB 3/25/13 R1 REV. WLB 3/11/93 R4- Rlyd ri-R_4171)93 IOES"IGN CRIT:TPI REF TIC LL Nef PSF DATE TC DL eflt PSF DRHG FTC DL efef PSF FIC—Ei TOT.LD. no PSF ' — 5PAGING i 1, 0" hypi,;, BC. FILER. R 04/17/90 884,132 DAL Job: (9237--565/) / CCA HIPJACK I K% WG 7 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #13 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD SPECIAL LOADS TC - From 0 PLF at -2.83 to 78 PLF at 0.00 TC - From 0 PLF at 0.00 to 213 PLF at 9.90 BC - From 0 PLF at 0.00 to 47 PLF at 9.90 TC - 8B LB Concentrated Load at -2.63 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT 330#f 390# BRG LOC 0.00 9.65 UPLIFT BASED ON 15 PSF TOTAL DEAD LOAD. WIND SPEED=110 NPH. MEAN HGT=20' FT. ENCLOSED OR FULLY OPEN BUILDING. (SBC) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT 3200 370# BRG LOC 0.00 9.65 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED=100 NPH. MEAN HGT=20' FT. ENCLOSED OR FULLY OPEN BUILDING. (SBC) i� HIPJACK IS DESIGNED TO SUPPORT A CORNER WITH 07-00-W SETBACK. 3X4(AI) / :KS HAVE WEBS. 0 0 0 0 0 0 0 0 0 0 C=3 O O O O O O O cm�ALPIN I� o TRUSS O 0 0 0 0 0 0 R=632# W=7" TPI-95 DESIGN CRIT TP IBIS Uwb. k'F f AHCU rtiUM L.UPoM139CM 1111-UL ILUnUQ tr UA�NVJZ-1 oaicx,a..� PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) I UPLIFT (LB) : 400 460 C7 BRG.LOC (FT): 0.00 9.65 TRUSS DESIGNED FOR 110 MPH WIND, 20.00 FT MEAN HEIGHT, - Ly WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - SHIM ALL SUPPORTS TO SOLID BEARING. + THIS HIPJACK IS DESIGNED FOR THE FOLLOWING CORNEfR SACK PI'TGHES: 6/12 TC WITH 3/12.,BC, 5/12 TC WITH 3/12 BC, 5/12 TC WITH 2.5/12 BC. ALTERNATE LOADING: TCEE- - PSF TCOL 20 PSF 4X6 BCOL TO PSF TOT.LD 50 PSF OUR.FAC 1.25 �( SPACING 24" 4X6 �f 2X4 * PROVIDE 3-160 TOENAILS. WITHOUT SPLITTING LUMBER. R3 * *IMPORTANT * *ALPINE EN61fEEREO PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY GEVIATLOH FROM THIS OESIGH OR THESE 59ECIFICATIOHS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFOROULNCE WITH OST88 BY TPT ALPINE CUN ECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM A446 DR B EXCEPT AS FATED. APPLY CONECT05 TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CO"ECTORS PER DRAWINGS M. 150 6 MA-F. DESIGN STAIUALUS CONFORM W/APPLICABLE PRO'VISIOUS OF NUS E TPI. AN ENkG.INEER'S SEAL Oil THIS DRAWING APPLIES TO IHE MIPONEHT DEPICTED HERE IN ONLY. Ala SHALL NOT BE RELIED 19O4 IN ANY OTHER NAY. A--TPI - TRUSS PLATE INSTITUTE. ads - I991 IIATIO14AL DE' 0-13 9'IO"13 OVER 2 SUPPORTS WARNINURLN55E5 RIOUIRE EXTREME CARE I1F� l IY l7IH HQJDLIHG. ERECTION AND BRACING. SEE HIB-91. BY TPI. SEE THIS CESIGN FOR ADDITIONAL SPECIAL PERMATENTT BRACING RE GUIREWEWTS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPER LY ATTACHED PLYWODO SHEATHING. WIN CHM WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE I7/1/91i FOR PPOPER DRYWALL APPLICATION. FI-MISH 4 COP/ OF THIS OESIGH TO THE TRUSS ELECTION COMPACTOR. R=857# W=4" TC LL TC OL BC OL BC LL TOT.LO. OUP.. FAC K3 AppP gcv. eW 30.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 55.0 PSF 1.33 SEE ABOVE isj �7 ulAK 147521-P72 3338B - FGI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. fOP CHORD 2x4 SP #2 N 101 CHORD 2x4 SP #2 N WEBS 2x4 SP #3 )EFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ERUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. FHE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN -fEU OF STRUCTURAL SHEATHING. T 1-4-0 1 2X4 NI 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.O_g_na11s) TOP CHORD: I ROW @ 5" o.C. BOT CHORD: 1 ROW @ 12" O.C. WEBS : I ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 684 PLF at 0.00 to 684 PLF at 16.33 BC From 130 PLF at 0.00 to 130 PLF at 16.33 0 2X4 III 3X8= 2X4 III *9-4-0 T 1-4-0 16-4-0 Over Continuous Support R=814 PLF W=16-4-0 `�LJ Note: All Plates Are W3X4 Except As Shown. PLT TYP. Wave TPI-95 Desi n Criteria: TPI STD Ver: 5.05 OTY:1 HI 1 - E Scale =.375" Ft. `"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOLIN6. SHIPPING. INSTALLING AND TC L L 4 0.0 PSF R E F R 0 8 1-- 5 8 1 7 0 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED 8Y TPI (TRUSS PLATE �-- INSTITOTE. 583 OF OF "TO DR., SUITE 200, MADTSon. NI 53719). FOR SAFETY PRACTICES PRIOR TO •�qER P, R� IC D L 10 . 0 PSF DATE 12123102 PERFORMING THESE fONCT10N S. UNLESS 0THERNI SE INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CH0R0 SHALT. NAVE A PROPERLY ATTACHED RIGID CEILING. p _IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Hp, �* BC OL 5.0 PSF DRW HCUSR0131 02357186 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING INSTALLING AND T BC L L 0.0 P S F H C- E N G C H 3/ MMA ALPINE BRACING OF I OSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE T O T. L D, 5 5 . 0 PSF S E Q N - 3374 CONNECTOR ARE MAOE OF 20GA ASTM A653 6R40 GALV. STEEL, EXCEPT AS NOTED_ APPLY CONNECTORS 10 T. �pgR:r' EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER %c Ni►t-�' OR A,INGS 160 A-i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _ D D R . F A C . 1.25 FROM S C H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS HsinesCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING SEE ABOVE JREF - 1RYTO81_Z27 FLCertificateofAuthorization#567 ANSI/TPT 1-1995 SECTION 2. (31749-5114 3380A - fT2) TOP CHORD 4x2 SP #2 N DOT CHORD 4x2 SP #2 N :82 4x2 SP #1 Dense: WEBS 4x2 SP g3 DEFLECTION FLEETS L/360,00 LIVE AND L/240.00 TOTAL LOAD. -3- 15 " Typi W1X4(R) m W4X6 m W3X4 a�0 IIIIS 0146 111111'A1110 1110H f0111111111 ItlPtll (IOAOS K 01MEIISIONS) S110MITI1.0 DY IKIISS HfR. SEE 1110-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. MAX JT VERT OEFL: LL: 0,44" DL; 0.16' (SEE DWG DEFLCAMB0699) RECOMMENDED CAMBER 1/4" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 13.75 10-4-8 W2.5X4 1-- W-142.5X4 = W2.5X4 ® W1.5X4 m W2,5X4 g W3X4 an W06 HIM W4X6 m IS mwm .�.02 W4X6 W3X4 V2.5Y4 Y2.5Y4 W3X4- W1X4(R) W2X4 M R-1137 W-6' W—IIS2510 so W1.5X4 M W2X4 M 20-9-4 Over 2 Supports R-1136 W-3.5' PLT TYP. High Stren th•Wave TPI-95 R Design Criteria: TPI(STC ••MAN NING" I1NSSt5 /IQUIRI ((ININ( CANT IN IA1lfCA)ION, 1ANOI ING. SNIPPING, INSIA1111r, A10 NNA1:1N4. RtflN 10 MIN NI (OAYIa 1N6 IMSIAII ING AMU UMACiN6l. PUMI ISN111 U1 IPI (IMOSS PIAI/ IN SII9N If, '.'1 0-UM01110 11I1.. Swltf I00, NAOISUY, UI S)119). too 5A(Ilf PNAC1l•.t5 ►RIW 10 I(Mt0Ma1M6 I9151 #6MC11U/S. UN/ASS UIMIMNISI 1MUICAIIP, 1UP CNURO SMA/I NA1t PKPPINIf A11ACYlU SIY UC1111 Al IAM(1 $, 9041" CHORD $PA11 MAIL A PMOP(R11 AIIACNIO NILIU CI IIING. ••lNP1NtIANt•• (tlNrI SM A CUP1 0( Ia15 OISIGM 10 INI iNS1Al1A110N CONIMACIUR, AIPINI INGINIIRIII /RODUC IS, INC. SU At Ntlt 1( Is Po SINII ION ANI INYIAIIOY s1l. INIS III SIGM AN/ 1AII UMt 10 1tl 110 IU( IRYS SIi IY COYI IIRMAYtI YIIM IP 1; IN fA1N IC AlING, NAYP11N4, SNIPPItG, INSI Al11Y6 AM11 ALPINE - ..ACING of INNSS(S. lot% PISIGN CUM11pIwS YIIU AP /I ICA811 PYU9ISIONS of No% 11111UM Al 0IS16M SP[CI(ICa1104 PYYl15M(0 61 /Mt Aa(rICAM (0N111 Am* PAPI■ ASSOCIAIIUR) AMU IP1. At PIN) 7 CORII CIURS A" hot. N IOG.A ASIa A.11 I... GAIN. Still. I1C(PI AS NUI(U. APPI1 CONNICIOrS 10 fACN fACt Of INNS$m MILS$ 0II111YISl IQCAI(0 01 IBIS R(SI41, POSIIIOII C0NNlt:IU4S Pit UYANtNGS 160 A 1. IMI St AI UP (NIS 011AUING 1Y111CAIIS ACC(PIANCI Of PNOItSSIUNAI 1N41N1111Y6 Alpine 15tuiuercelPr(1thmas (tic. 1tSPUNSIN11111 Set111 Inn IN( IN155I:ONPMMl11 Of sick W1111. 191 SIIIANtlill ASU U-1 Iw INIS 1114111011 (•11y, 1'1. lIN'1l 6-010,00I11 to* AN( PANIII:UI AI UMIt ItIN4 IS Ip NI:PUNSI111 lit 'is IMI Nw111i144 UI S149111, PIN ArSIIIPt 1 11.1% %11.11"1 I. OTY:10 FL 1 E - - TC LL 40.0 PSF TC DL 10.0 PSF + BC OL 5.0 PSF BC LL 0.0 PSF TOT•LD• 55.0 PSF nuR.FAC. 1.00 cnArfur. 9A AN F T-c?- T 1-4-0 1-4-0 �8 0 0 Scale—.375"/Ft. REF 11081--87590 DATE 04/01/00 DR W 1ICHSA081 00092163 MC-ENG JWC/WPF SEON - 11324 FROM JRH (41552-M37 3380A - FT2A TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REOUIREMENTS. BRACING MATERIAL. TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 9-3-0 -115.75" 15" Typ. W1X4(R) $ W3X4 T 0-7-0 W1X4 (R) = W4Ao = W-HS2510 = W2X4 W R-1008 W-6" W1X4 W 18-5-4 Over 2 Support Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD •" WARN ING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANM ING. SHfPPIAG. INSTALLING AND BRAC{N6. REFER TO N18-91 (HANDLING IUSTALL11G AND BRACING). PUBLISHED BY 7PI (TRUSS PLATE INSTITUTE, S83 O'ONOFRTO DR.. S817E 200. RADISON. 91 53719), FOR SAFETY PRACTICES PRIOR TO ►ERf"NIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED SMCTURAt PANELS, BOTTOM CNOHD SNALt NAVE A PROPERLY ATTACNEO AI6I0 CEILING. "INPORTANT`� FtlAMISN A COPY OF TNIS DES{6N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO MID IRE TRUSSES IN CONFOIIRAACE VITA TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACI06 Of TRUSSES. THIS DES164 CONFORMS HITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN ALPINE SPECIF ICATIOA PURE ISUED ST THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AM 6440 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc.RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OES161 SHOWN. THE SUITABILITY AND USE OF THIS Haines eered1. 33844 COMPANSIONENT I`199ANSfPARTICULAR SUILOIN6 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER 7-10-8 W-W2.5X4 = W3X4 - W4X6 - 19.Ob2 OTY:1 1T +8-0-0 WLX4 11 R-1007 W-3.5' -`FL/2/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC 11 0.0 PSF M .LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0' H6 Scale m.3i5'/Ft. REF R081--5560 DATE 11/08/00 D R W HCUSRO81 00313187 HC-ENG /JWC SEQN - 2408 FROM ROG (41552-M37 3380A - FT3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP J1 Dense 801 CHORD 4x2 SP 2400f-2.OE :81 4x2 SP #2 N: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 5' Typ• -3-0 W4X6 - W4X6 = W1X4(R) = W3X4 0-7-0 T W1X4 (R) = W4X6 - W4X() - W3X4 W2X4 m W-HS2510 = 14.75" W1X4 M W-W2.5X4 = WlJl4 � W-HS2512 REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.48' OL: 0.18". 1-7-8- W2X4 M W4X4 � W4X6 =- .1-1 — 114ALl c W3X6 = 22-1-4 Over 2 Supports j R-1210 W=6' R=1209 W-3.5" As Shown. Nate: All Plates Are W2.5X4 Except PLT TYP. Hi h Stren th Wave TPI-95 Design Criteria: TPi STD WARNING* ARE TN FABRICATION, HANDLING. SHIPPING. IN51ALLING AND BR ACING.REFER TO 0IB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO Olt.. SUITE ZOO. MAOISON, NI 63710). FOR SAFETY FNACTICES PRIOR TO PERFGRMING THESE FUNCTIONS. BNIESS OTHERWISE INDICATED. TOP CHORD SHALL RAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CNOR0 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'. FONNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREU PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TPI. ALPINE SPEC IF ICAIION PUBLISHED BY THE AMERICAK FOREST AND PAPER ASSOCIATION) AND CONNECTORS ARE MADE OF 20GA ASTM A653 SR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DES16N. POSITION CONNECTORS PER DRAWINGS I60 A-1. IME SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIRG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AIO USE OF THIS A1PTae Fngulcaed F[nchlofs �O COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IRE 811LOING DESIGNER. PER C' T 1-4-0 -L *8-0-0 �1000L�lOa TC I-L 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF 8C LL 0.0 PSF TOLLD. 55.0 PSF DUR.FAC. 1.00 SPArlmn 24 0" �3 001 Scale 6.25"/Ft. REF R081--47187 DATE 06/26/01 DRW HC(ISRO81 01177231 HC-ENG VB/AP SEON - 1573 FROM RA i un— ,—c P. nTMruc lnuci 1z11RMITTFTI RY TRIISS t1FR (9(lUU4-M3/ 33tsut1 - T 14 1OP CHORD 4x2 SP #2 N BUT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 0.25 TC From 260 PLF at 0.25 to 360 PLF at 6.27 TC From 210 PLF at 6.27 to 210 PLF at 8.07 TC From 775 PLF at 8.07 to 775 PLF at 13.60 BC From 10 PLF at 0.00 to 10 PLF at 13.60 TC 3000 LB Conc. Load at 7.00 REFER TO DRAWING 657.275 OR 657,275E OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 350 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORO.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO I" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. W2.5X4 WiX4 (R) V 0-8-8 W1X4 (R) W2.5X4 = W2X4 III R-712 PLF W-13-7-4 W2X4 III W1 .5X4 III W8X8 W 143X4 III DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W3X4 M W2.5X4 III W2.5X4 W4X4 IN W1.5X4 M W1.5X4 III W2X4 M W4X4 = 13-7-4 Over Continuous Support • _' T 1-4-0 9-4-0 �Xq Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5b 0IY:1 Ii[ 1' E Scale 6.375" Ft. r ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Catifcate Of Authorization. N 567 ••WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO H18 91 (HANDLING INSTALLING AND BRACING)- PUBLISHED HY TPI (TRUSS PLATE INSTITUTE. 183 11'ONOf R10 00... SU lTE 200. HAD ISO..Y! 531191 FOR SAFETY PNACIICES PRIOR .O P ERF00.M1 NG THESE FUNC 110N5. UNLESS OTH€RWISE IRO1 ATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED S IRUCIURAL PANELS. 80TION CHIT D SMALL. HAVE A PROPERtY ATTACHED RIGID CEILING. ••IMPORIANI•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING OF IROSS€5. INIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 114E AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALD IRE CONNECTORS ARE MAD[ OF 206A ASTM A651 GRAD GALY. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TD EACH FACE Of TRUSS. ANO UNLESS OTNERtlI Sf LOCATED ON TNLS DESIGN. POSITION CONNEC )OAS PER DRAYINGS 160 k-I. THE 5EAL ON IHI5 DR0116 INDICATE5 ACCEPTANCE Of fROfE5510NAL EN61REIRING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY NO USE OF THIS COMPONENT FOR ANY PARTICULAR RUILOING IS THE RESPONSIBILITY OF THE BUILDING Of SIGNER, PER ANSI/1Pi 1-1995 SECTION 2. • P �; yLP;'gtTFrcwT.y. *� NDI. ,* y: 'N/(�WCJ//// _ S�/l �1oR�i S TC L L 40.0 P SF T(: D L 10.0 P SF BC OL 5.0 PSF B C L t. 0.0 P SF ` TOT.LLO. 55.0 PSf R E F R 0 8 1-- 48212 DATE 0 9 / 1 2 / 0 1. DRW HCUSRO81 01255131 H C - E N G / JW C SEQN - 4683 -- Oflll. FAC. 1.00 FROM WB SPACING SEE ABOVE (50004-M37 3380B - FT5 ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=I.00) TC From 380 PLF at 0.12 to 380 PLF at 31.44 8C From 10 PLF at 0.00 to 10 PLF at 31.44 W1X4 (R) W2X4 III W2.5X4 W=W2.5X4 R-388 PLF W-31-5-4 W—W2.5X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MI:R. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. REFER TO DRAWING 657,275 OR 657,2758 OR 1,153,783 FOR GABLE DETAILS.NOTE: CONNECT BOTTOM CHORD FOR 190 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD.NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 160 NAILS EACH END. W1.5X4 M W1.5X4 III W1.5X4 11 W1.5X4 Ill W1.5X4 III W1.5X4 I W1.5X4 III W1.5X4 N 31-5-4 Over Continuous Support W2.5X4 ooW2.5X4 1 9-4-0 W2X4 Note: All Plates Are W1X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) 19.5b 0T`r:I ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorization k 567 -;WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. R1FER 10 HIB 91 (HANDLING INSTALLING AND URACING), PUBLISHED BY IPI (TRUSS PLATE IWST111TIE. So O'ONOFRIO DR., SUITE 200. MADISON. WI $3719). FOR SAFETY PRACTICES PRIOR TO PE RFOAMING THESE FUNCTIONS. UNLESS OINERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S Ip VC T URAL PANFL S. BOTTON CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. _ 1MPORTANr'• FUAMISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD IN E IRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 1P1. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF IROSS. AND UNLESS OTHERWISE LOCATED OR IRIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOUN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER. PER ANSI/YPI 1-1995 SECTION 1. !1[ 1 E Scale=.1875" Ft. TC LL TC DL BC OL BC LL TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R081--48211 DATE 09/12/O1 DRW HCUSR081 01255130 HC-ENG /JWC SEQN - 4680 DUR.FAC. 1.00 FROM WB SPACING SEE ABOVE (41552-M37 3380A - FT6 ) THIS DWG PREPARED FROM COMPUTER INPUT ([.DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense HOT CHORD 4x2 SP 240OT-2.OE :B1 4x2 SP #1 Dense: WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.61" OL: 0.23". 1-10-8 5' Typ. W4X6 W1X4 (R) W4X6 = W4X4 0-7-0 - _,._ T BI + 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH '10 EACH TRUSS WHERE SHOWN WITH 3-I0d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 16.75" —' �- 10-6-0— W—W3X4 = W1X4 M W1X4 IN W1X4 W W1X4 IN W4X4 = W4X6 = W2X4 M W2.5X4 = W2.5X4 = W2.5X4 = W3X4 = — W M (R) = W4X6 - W4X6 = W4X4 W2X4 W W—HS2510 = R-1302 W-6' W3X6 = W2. 5X4 W2 5X4 = W3X6 = W4X4 = W4X6 = W4X6 = W—HS2512 = -9-4 Over 2 Supports J R=1301 W-3.5" PLT TYP. Hi h Stren th Wave TPI-95 Design Criteria: TPI STD •YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO 0I6-91 (HANDLING INSTALLING AND GRACING). PUBLISHED BY IPI (TRUSS PLATE IN571TVIE. 663 D'ONOF110 DR.. SUITE 200. MADISON. HI 63719), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMAL {� HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL WAVE A PROPERLY ATTACHED RIGID CEILING. "'IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED P1000CTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN: ANY FAILDRE TO BUILD INE TRUSSES IN CONFORMANCE NITN TPI: 01 FABRICATING. HANDLING, SNIPPING, INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION$ Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of EOGA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, A10 UNLESS OINERNISE LOCATEO ON THIS DESIGN, POSITION CONNECT015 PER OR AN INS 160 A -I. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � ���� RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY An DSE OF IBIS Alpine ElEngines , FL 33R44 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1.1996 SECTIOR 1. 19.Oh2 T 1-4-0 1 +9-4-0 TC LL 40.0 PSF TC OL 10.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" �fb Scale—.25"/Ft. REF R081--47186 DATE 06/26/01 D RW HCUSROBI 01171236 HC-ENG VB/AP SEON - 1570 FROM RA (41552-M37 3380A - FT7 ) TOP CHORD 4x2 SP #2 N 801 CHORD 4x2 SP #1 Dense :B2, 85 4x2 SP #2 N: WEBS 4x2 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.85" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD AT X — 14-6-12. 30.75" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. + 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WHERE SHOWN WITH 3-10d MAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 11-10-8 13-0- W—W2.5X4 =W3X6 W—W2.5X4 NI W1X4 (R) W6X8 = __ W5X8 = W5X5 = W4X6 = W4X6 = W4X6 =— W4X4 W4X6 = W5X5 = W5X8 = W6X8 0-7-0 BS T W1X4 (R) W6X8 = W5X8 = W5X5 = W4X6 = W4X4 = W4X4 = W4X6 = W5X5 - W5X8 = W6X8 W3X6 M W3X6 III W3X6 NI W3X6 NI W—HS2510 = W=HS2510 = W3X6 Ill W—HS2510 = W—HS2510 = 7-5-4 Over 2 Support R=1503 W-6" PLT TYP. High Stren th Wave TPI-95 Design Criteria: TPI STD -WARNING— TRUSSES REQUIRE EXTREME CARE TN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO N18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 693 O� OFRI0 OR... SUITE 2 00. MADISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFOHNINS THESE FYNC7ION5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAYF PROPERLY ATTACHED STRUCTURAL PAREL S, 60T TON 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 0EYI ATION FROM THIS DESIGN: ANY FAILURE TO BHILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL OES16N SPECIFICATION PUBLISHED BY III AMERICAN FOXIEST AND PAPER ASSOCIATION) AND IP1. ALPINE CORRECTORS ARE MADE OF 206A ASTM A653 6R40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 1RVSS. AND ORL€SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON TNTS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Not cd PXoduots RESPONSIBILITY SOLELY FOR THE THUS$ COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER R-1502 W-6" T 1-4-0 _ 9-4-0 HI/1/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC OL 5.0 PSF RC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 epArTNn 9A n" FrA CA) Scale—.25"/Ft. REF R081--47185 DATE 06/26/01 DR W HCUSR081 01171229 HC-ENG VB/AP SEON - 1567 FROM RA (3)1.19-5114 3300A - FTII) TOP CHORD 4x2 SP 12 N DOT CIIORO 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 141 X4 (R) 0.7-0 W1X4(R) I I- 6 - 9 - 0-}-16 "-�-- 15' Typ. W1.5X4 N WHIS = W1 .5X4 m 1111S 11146 PRIVA1111) IIIIIH C01111111111 1111411 (IOAIIS S OINHISIONS) SUIIHIII(I) IIY 11111SS 140. DEFLECTION MEETS L/360,00 LIVE AND 1_/240.00 TOTAL LOAD. REFER TO 1110-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR 11-9-0 11.11.E-u 6-7-8 -r W-W3X6 W1 .5X4 11 W3X4 = W4X8 1m 143X4 va W3%4 = W3X6 •: IN LIYA t a WJAY a WJAY t9 WYAO to W9A0 is W3X4 9 WSX4 in W3X4 W2X4 Itl W-WH6 ia W2X4 N W1 .5X4 b W2X4 I 14-7-0 -( j 27-5-4 Over 3 SupporLs R-725 W-6' R-1730 W-3.5' Nate: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD '•VARala6 •' IarSS(S sloulal (110fat CAI la I Aalf.AilLLb, "AMIaG, SWIPPIY4. IaSI AItIRG aYll bO AC IYL. a1fIR IU r1Y bt 0A.M IRG INIJA11Ia6 AND bbAClrGI. POUI ISWtV by let (1RY•.S rl All Ills f llall. 5r1 r'Ur0(a10 Ua., Sb111 260. aAIIISUR. rl SVIS) . 109 Wilt PrM_IICIS PatttW 10 P(rl0ltalr6 Ia(5t /bRCl10Rs. tlri (ss 01r111111st IrOICAtta. top crwo sr All rare PRa1•IIItI AltACa10 slarcllut At PA lifts. 00110a COXII SRAII WAVE A PROPIR11 AIIACH16 aff lr Ct It Ills. " 11WORIAr1-- foaalYa A curt u1 IW1s uISKO l0 111t IrSIM IA110i COWIWACJw . M rlai iR41R1IR10 naaacls• IWC. SRAII Ro( rl 61UPONSISSI 10a ANY OIVIAIIrr [IM IRIS OISIGr; Ally IAIlrRl 10 br110 Ill( IaaSSIS Ill CORIwaAWC1 WIIa Irl; w fAWRICAIIWG. WANX IRS, srlrrlbG. IWSI411166 ARI/ RRACIrs 0I IYOSU S. Irt$ of S14r CUalbaaS Vila APPI ICARIt /RrVl Sltla5 Ili IDS tRAllurA1 Ili SIGN ALPINE Sri C11 IUII011 p0atlir111 rI 101 Atu WICAW 1wIS1 AND rA►tR ASst.;t011uRf ARr Irl. At 4.101 C0161111CI0aS Aat aAl 01 20sA ASIa 0,661 C940 GAO I. Still, IfCIPI AS aullll. APHI 1:114111111:I10111 10 I fACf 0f IbaSS, AND ra115S 01a(tVISI IIICAH11 "ll IRIS of SlGr, rOSlllua COrrlcltNS PIR pBABlB6s lIA A I. fill SIAI III IBIS 14WIN& 1I11111:►11s AftIFIAcI of mlllo%Inllm IRI:IRIIR1r,. Alpine Pfllill A•ctul I'll r i�li Ill/ RI Sruislr ll III 501111 Ilia out 1araS italr0a 10 /a144a aa.yq. Iai Lull -all III •rlt u11 ni lal: Itolllry�1111,1`I IIl1 111NIo11111 ORI fil I1a111B11b Ballul4h I- i1R Il-rsik-lplllll IN fill it Illllktt II I:bIR ilk tb.1/H1 I Ivnti •.11IWa P R-645 W-6' 9.0bi OTY:I- F-FS T 1-4-0 ...t_ 9-4-0 FL 1 LIYA t a WJAY a WJAY t9 WYAO to W9A0 is W3X4 9 WSX4 in W3X4 W2X4 Itl W-WH6 ia W2X4 N W1 .5X4 b W2X4 I 14-7-0 -( j 27-5-4 Over 3 SupporLs R-725 W-6' R-1730 W-3.5' Nate: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD '•VARala6 •' IarSS(S sloulal (110fat CAI la I Aalf.AilLLb, "AMIaG, SWIPPIY4. IaSI AItIRG aYll bO AC IYL. a1fIR IU r1Y bt 0A.M IRG INIJA11Ia6 AND bbAClrGI. POUI ISWtV by let (1RY•.S rl All Ills f llall. 5r1 r'Ur0(a10 Ua., Sb111 260. aAIIISUR. rl SVIS) . 109 Wilt PrM_IICIS PatttW 10 P(rl0ltalr6 Ia(5t /bRCl10Rs. tlri (ss 01r111111st IrOICAtta. top crwo sr All rare PRa1•IIItI AltACa10 slarcllut At PA lifts. 00110a COXII SRAII WAVE A PROPIR11 AIIACH16 aff lr Ct It Ills. " 11WORIAr1-- foaalYa A curt u1 IW1s uISKO l0 111t IrSIM IA110i COWIWACJw . M rlai iR41R1IR10 naaacls• IWC. SRAII Ro( rl 61UPONSISSI 10a ANY OIVIAIIrr [IM IRIS OISIGr; Ally IAIlrRl 10 br110 Ill( IaaSSIS Ill CORIwaAWC1 WIIa Irl; w fAWRICAIIWG. WANX IRS, srlrrlbG. IWSI411166 ARI/ RRACIrs 0I IYOSU S. Irt$ of S14r CUalbaaS Vila APPI ICARIt /RrVl Sltla5 Ili IDS tRAllurA1 Ili SIGN ALPINE Sri C11 IUII011 p0atlir111 rI 101 Atu WICAW 1wIS1 AND rA►tR ASst.;t011uRf ARr Irl. At 4.101 C0161111CI0aS Aat aAl 01 20sA ASIa 0,661 C940 GAO I. Still, IfCIPI AS aullll. APHI 1:114111111:I10111 10 I fACf 0f IbaSS, AND ra115S 01a(tVISI IIICAH11 "ll IRIS of SlGr, rOSlllua COrrlcltNS PIR pBABlB6s lIA A I. fill SIAI III IBIS 14WIN& 1I11111:►11s AftIFIAcI of mlllo%Inllm IRI:IRIIR1r,. Alpine Pfllill A•ctul I'll r i�li Ill/ RI Sruislr ll III 501111 Ilia out 1araS italr0a 10 /a144a aa.yq. Iai Lull -all III •rlt u11 ni lal: Itolllry�1111,1`I IIl1 111NIo11111 ORI fil I1a111B11b Ballul4h I- i1R Il-rsik-lplllll IN fill it Illllktt II I:bIR ilk tb.1/H1 I Ivnti •.11IWa P R-645 W-6' 9.0bi OTY:I- F-FS T 1-4-0 ...t_ 9-4-0 FL 1 E - TC LL 40.0 PSF TC DL 10.0 PSF DC OL 5.0 PSF BC LL 0.0 PSF TOT.I.D. 55.0 PSF DIIR,FAr., 1,00 "IIIAI:IN(I V4.UR Scale-.25 REF R081--87248 DATE 04/01/00 DRW 11CUsR001 00092m HC-ENG VB/WPF SEON - 15662 FROM 11911 (41552 M37 3380A - FT9 TOP CHORD 4x2 SP #2 N SOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 6-9-0 1,5' Typ; W3X66 W1X4(R) 0-7-0 1 T W1X4(R) = 16.75" WIX4 III W1X4 M THIS OWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUOMITTEO BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 14" 2-10-8 - 3 - 0 W-W2.5X4 = W3X4 = W4X8 = W3X4 W4A,4 = W2X4 If< W2X4 m 14-7-1 R-765 Wa6" 1-5-4 Over 3 Support Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STI **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY fPI (TRUSS PLATE INSTITUTE. 663 O'ONOFAIO DR., SUITE 200. MADISON. WT 63710). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS. 00ITON CHORD SHALL NAVE A PROPERLY ATTACHED 91610 CEILING. **►MPORTAN7** FUR, ISM A COPY OF Tot S DES I60 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DIVIAII04 FROM THIS DESIGN. ANY FAILURE TO BU110 THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND RACING OF TRUSSES. TN15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ALPINE : SPEC 'Fir AT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC IAIION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASIM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNEC70RS TO EACH FACE OF TRUSS. AND UNLESS OINERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Irodwt3 I= 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 W-W2.5X4 = R-1348 Wa3" R-339 19.0b_?_ HI 1/-/-/E/— TC LL 40.0 PSF ..''MF!M TC DL 1.0.0 PSF BC DL 5.0 PSF III y7 8C LL 0.0 PSF s"-F„ TOT.i.D. 55.0 PSF DUR.FAC. 1.00 CDArfmr CFL Apn%ir IrA T 1-f4-0 JL-jj�9-4-0 IN Scale-.375"/Ft. REF R081--47188 DATE — 06/26/01 D R W HCUSROBI 01177229 HC-ENG VB/AP SEQN - 1576 FROM RA (41552-M37 3380A - FTIO THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1,5Typ; W3X6 -6 W1X4 (R) = REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. NO CONCENTRATED LOAD IS TO BE SUPPORTED BY CANTILEVER. 16.75' 1-7-8 0 + , W1X4 W W1X4 UI W3X4 W1X4 W I W1X4 N W3X4 = W4X8 - W1 X4 (R) - W2X4 M W—W2.5X4 18-3-4 Over 2 Support R-801 W-6' Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI S1 *WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER IS RIB*91 (HANDLING INSTALLING AND BRACING), PUBLISHfP BY TPI (TRUSS PLATE INSTITUTE. 563 O'ONOFRIO DR.. SUITE 200, MADISON. W1 63719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHOMP SMALL HAVE PROPERLY ATTACHED STRUCTOnAL PAREL S, BOT TON CHONG SHALL HAVE A PROPERLY ATTACHED R1010 CEILING. '*IMPORTANT** FURNISH A COPY Of THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT5. INC. SHALL NOT Of RESPONSIBLE FOR ANY OEVIATLON FROM THIS DESIGN. ANY FAILURE TO BOILS IHE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING, TNSTALLING AND ALPINE BRACING OF IRBSSES. THIS DESIGN CONFORMS NITR APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S►ECIFICA7104 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF Z06A ASiN A663 040 GA.LV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH fACE Of )R955, AND UNLESS OTHERWISE LOCATED 01 THIS 015161, POSITION CONNECTORS PER 0RA11I116S 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AJP'ne Produc* Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES161 SNONI. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ty• ANSI/TPI 1-1996 SECTION Z. 0-7-0 1-4-0 T W1X4 (R) - W2X4 UI UI 13-6-0-- m R-1217 W-3' 19.OG2 HI/1/-/-/E/-/- TC LL 40.0 PSF T(: DL 10.0 PSF BC DL 5.0 PSF BC Lt. 0.0 PSF TOT.LD. 55.0 PSF DUR J AC . 1.00 SPACING SEE ABOVE 9-4-0 LP) Scale—.375"TFt. REF R081--47192 DATE 06/26/01 O RW HCUSR081 01177230 HC-ENG VB/AP SEON - 1588 FROM RA (31149-5114 3380A - FT)2 IIIIS 1111G1 Pill PAN 11 1 ROH G.OHI'1111 R 1FIP011 (1 OAIIS A DIM 11SIOIIS) S11111I111111 OY IItIl%S ill It. TOP CHORD 4x2 SP #2 N HOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. + 2X6 13 UEH-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACII TO EACII TRUSS WHERE SHOWN WITH 3.10d NAILS. STRONGBACK 14ATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. .DEFLECTION MEETS L/360.00 LIVE AND L/240,00 TOTAL LOAD. r- 6-9-0 16.25" 6-7-8 115" Typ I 1 W1.5X4 III 141 X4 (R) a W3X4 s W2.5X4 t= W1.5X4 III W2.5X4 413X4 w W4X6 =- o0 -•-.--- gyp,;- -Ell - will 0 _ _ WIX4(R) six W2X4 01 14-8-12 Over 2 Support R-009 W-6" PLT TYP. Wave TPI-95 R Design Criteria: TPi STO **YARNING-* Itussfs tlfag let RFYENE CANE IN FASSICAIION, ItAN011NG. SNIPPING, INSFAIIIYr, ►ND ONACING. tlUtN 16 YIN 41 INAW111N6 IYSrAILING ANY ok"IS61, PUUI ISaIU at IP1 41atlSS 1.1 Ail IYst l.N.(, as O'OYO(tIA Ot ., SY Er( S/O. NAOI SOY, YI "It$), lut "I llt PNAI:IiCt: Pll4a IS ►it(..NIY6 IN(Sf (YY[IIONf. RNtfSf OfYf WIiE INOIiAIIO. IOP CYOYO SNAtl &art PNOH NII AIIACNAI/ SISUCTURAI PANEt S, NOIION CKGtO SNAlt NAPE A /4O1EttY AIIACNFU N1610 Cifi INC. " INPOII IANT•• ftlsNlsN A COPY Of ISIS DESIGN 10 lilt lNS(Aii&llaa CYYUACIYN, Ai Pitlt IJCIYI(Nul ►t011w:t S, INC. SN!Ui Nt Nt Sf6NSINlt FINE ANY O(YIA116N IRON INIS DISfC%: AYl IAIIU*l (0 (ALPINE tlNI1D tNt F.NSS15A{L cDYIDSNANCt Vila lit. ON FANttc Ali$G. NANIN IN6. SRIYPI&&. lNflAttlaG A/0 A L P I N E — Nt A[{N6 at 1lN53F 1. 1M IS W 516! CONE OlNS YIIY APPI {C AtlI[ PIUY IS1U/5 Of kill (NAII6YA1 UL SIGN SlICIF. IC.ATION PNNi ISNED Ill FallANENICAI (GAt St AID PA►EA ASSUCIAI14011 ANIt III. AIPINI CONOICI0N1 All NAOt OF 106A ASIR A661 6140 Wit. $fit!, (IC(P1 Al 1101111. Affil COAYtCIWS J6 JACK (ACE Of IN05S. A!0 NNIISS OINI1w1sF INCAiIO ON 1Y!, DESIGN. P0511101 CUNNICIRRI fit OAAYIN6S 160 A.I. INf Sf AI ON INIS HAVING INYICAIIS ACCf FIANCE Of It611SS1011,1 (NGINiINING - Alpillc Friginccrul P(alilcls, Ilic. N(Swrsutllif saiti Y rot fill lo#S5 CONIUYE!( OtS16N SIERRA. IYI 5YI11tl11 f1Y All) 051 Of INIS IINillasCily.Fl. 37N41 C0IE►OYftll IOt A!F PAtllCtliAM tlYItDING IS INe YISIUNSltllllit IN INI YYIIDING Ir1:16Y1Y PIY W2X4 III R-798 Us2' 16.2f3 4TY:3 FL 1 E -/- C�PF VIFEG£l•y TC LL 40.0 PSF TC OL 10.0 PSF r* i� RC DL 5.0 PSF BC LL 0.0 PSF ORt9 K)NAI� TOT, I-0. 55.0 PSF DUR.FAC. 1.00 ow- 1 T a _L oc;a Scale-.375"/FL, REF R081--12613 DATE 03/01/00 DRW II(:I15ROf11 owim n _IIC-ENE, JWC/41PF SION - 14631 FROM _WH (.11749-5114 3300A - FT13) TOP CHORD 4x2 SP 12 N BOY CHORD 4x2 SP #2 N WEBS 4x2 SP #3 REFER TO DRAWING 657.275 OR 657,2758 OR I,153.783 FOR GABLE DETAILS. NOTE: CONNECT BOTTOM CHORD FOR 200 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD. NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO I` DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF TILE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. W2.5X4 w. W1.5X4 M WI X4 (R) = 0-7-0 W1X4 (R) W-W3X6 fam 1111`i DUG ITIVAI1I1) 1HM CON11111IR 1111'lll (IOAOS E OIM0151ONS) SI111MITlf11 BY IRIISS HfR. SPECIAL LOADS ------(LUMBER DUR.FAC.-1.00 / PLATE OUR.FAC.-1.00) TC From 450 PLF at 0.13 to 450 PLF at 21.44 BC From 10 PLF at 0.00 to 10 PLF at 21.44 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. REFER TO IIIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 412.5X4 a w ag = w1 .5X4 m WI .5X4 III W1 .5X4 W W1 .5X4 III W1 .5X4 I W1 .5X4 III 143X4 a W1.5X4 W 141.5X4 III W1.5X4 III W1.5X4 11 F11.5X4 M 141.5X4 III W1.5X4 It W-W3X6 i.- R-457 PLF 1.1-21-5-4 21-5-4 Over Contin(IOUS Support Note: All Plates Are 142X4 Except As Shown. PLY TYP• Wave TPI-95 R Desi n Criteria: TPI(STI "VARYING-- IRaSSAS RIMINI (11R(of CAN[ IN (AN11CAIION, rANW 166, SNIPPING, INSIA111RG Ago NNACIA( NIfIN to ■t1, 41 (RANI'l IYG IYSIAII ING Ann YRACING). rotl IINIE, Of Iri (Ira.) r1 All IYSI/L$It Sb) o'Ub0(t1U IM., SU11[ t00, NAl11 SaN. YI Sl/lYl. IUN .A111i YR At.I ICES YR ItN1 oilPI RI UNNINC IN(SI IaNC11uYS. tlbl (SS UItll NYI 1l IRI4CAIla, lab C4.41f1 SNA11 RANI PNarINII AIIACNIO SINOCIONAI ►AN(1S, ROIION Count) SNAII rAN( A ►b0r(RLr AIIACNIII bingo [1111NG.. I NYON /A41•• (aballa A COII Of IRIS RESIGN 10 INI INSIAIIA[IOr CONIRACION. AI IINt (rGl Nll Nlo ►YNUIICIS. INC. SNAIL WI of t15PUaSGNIt too All U1NIA(I04 flat IRIS RESIGN; At/ fAIIOYI In (-- Ya 110 lot INN55(S In CON1aNbANC( REIN IPI; ON fAURtCAtilK. RANIR ING, SblrPlaG, 161IAIf ING ANO E--- ALPINE -- NYAC1a, Of IN NSS(5. talS Of SIGN CONI4tN5 Ylla AP►11CAN1[ PRNl IS1UaS Of rOl (NA11aNAI Of SIGN SPICIIICA1169 real ISHIU NN In[ AFKAKAN IOR151 A10 ►A/(R ASSW:IAIIONI Alrt IP1. Al libf CON RI CI ONS AN I. RARE Of YOGA ASIN AGS7 GN(0 GAIN. Slftl, tictr( Ai NallO. APPII CHNNILIUNS IU EACN [ACE Of ItYSS, AND omits$ Uta(tYli( tockl(U dN INIS DISIGN. P0S11101 cdoutClUlli 41N UUAYIRGS 1GO A 1, lot SIAI 6N IRIS WANING INUICAIIS ACC(►(ANCI Of PNUIISS1ONAI INGIOIINtNG Alpine ful; llCC/a1 PuxhfclN, GEC. t/SPNN SIaftilf Solfll IOt Ir1 lNNii CaR►IlNlrl RISIGR ia1Wa. fill iYIlAb1111t Awl ail to 1Yli 11aiUdX01Y,Ml. 11RI{ Clizatil Nl IIY t, %s11.44 Yi AR tl4n RINI: 1. lRI NI :rUNilr li 11/ Ia lot bull UfaG III%l4Y1 N, rib AtaHPI f INaI, alllitrY / 19.Obl T 1-4-0 7- 4 0 TC LL 40.0 PSF TC OL 10.0 PSF HC OL 5.0 PSF 8C LL 0.0 PSF TOT.LD. 55.0 PSF DtIR . FAC. 1.00 CItI,rIUr. Crr Anntir F:T13 Scale -.25a/Ft. REF 11081--87283 DATE 04/05/00 DRW 11C11SRO81 00092188 HC-ENG VB/WPF SEQN - 11287 FROM JRH (41552-M37 3380A - FT14 1 TOP CHORD 4x2 SP 2400f-2.OE BOT CHORD 4x2 SP 240OT-2.OE WEBS 4x2 SP #3 SPECIAL LOADS -(LUMBER OUR.FAC.=1.00 / PLATE OUR.FAC.-I.00) TC From 100 PLF at 0.00 to 100 PLF at 11.58 TC From 257 PLF at 11.58 to 257 PLF at 19.31 BC From 10 PLF at -0.12 to 10 PLF at I9.31 -3-0 lI5' Typj W08 = l W1X4(R) W4X6 = W4X4 0-7-0 twFEB W1X4(R) = W4X8 = W4X6 a W2X4 III R-1297 W=6' I a 2.75'. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.44' OL: 0.15'. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W-W3X6 = W1.5X4 M W3X4 = W2.5X4 = W2.5X4 = W4X6 = W4X4 = W3X4 = W2.5X4 = W4X4 = W5X8 = W1.5X4 W W-HS2514 = W5X8 = W2X4 M W5X8 a 19-5-4 Over 2 Supports =j R-2042 W-4" PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STI ••WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, NA101I46, SNIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING 115TALLING ANO BRACING). FOOLI5RED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DO.. SUITE 200. MADISON. NI 63719). FOq SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL DAME PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. `•IMPORTANTA+ FURNISM A COPY OF THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BB ILO THE TRUSSES IN CONFORMANCE WITH TPI: 01 FABRICATING, HANDLING. SNIPPING. INS7ALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS VITO APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF ICAIION PUBLISHED BY THE AMERICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF YOGA ASIM A663 G240 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH THIS DESIGN, POSITION CONMECT015 PER ORAMINGS 160 A-2. THE SEAL ON THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL E06INEERIAS Alpine Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SIGNS. THE SUITABILITY AND USE Of THIS 1 City, COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BO[LOING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 19.Ob2 T 1-4-0 TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC U 0.0 PSF TOT.LD 55.0 PSF DUR,FAC. 1.00 SPACING SEE ABOVE +9-4-0 i Scale-.375"/Ft. REF R081--47191 DATE 06/26/01 DR W HCUSR081 01177226 HC-ENG VB/AP SEQN - 1585 FROM RA (41552 M37 3380A - FT15 ) TOP CHORD 4xZ SP #2 N BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. [ V THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 72.75" i I--3 0 I — T 9-1 1I— - W4X6 = W1X4(R) = 0-7-0 _t_ T W1X4 (R) W2X4 M i R-1063 W-6' W4X4 = W1X4 N W1X4 M W04 = W06 W—HS2510 - T 1-4-0 _8-0-0 W2X4 III 19-5-4 Over 2 Supports >I Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th Wave TPI-95 Design Criteria: TPI STD "•WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. TNSTALLIRG AND BRACING. REFER TO 018-01 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 663 D'ONOFRIO DR.. SUITE 200. MAOISON. NI 63710). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHONG SMALL HAVE PROPERLY ATTACNEO STRUCTURAL ►ANEL$. 60110" CHORD SHALL NAVE A PROPERLY ATTACNED RIGID CEILING. '*IMPOR TANTk* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 G140 BALI. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE Of TRUSS. AID UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRANINGS 160 A•Z. THE SEAL ON IRIS ONAUING INDICATES ACCEPTANCE OF PROFESSIONAL E16INEERING A1p1aC R'r� �. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOYN. THE SUITABILITY AND USE•Of THIS Pr�aasee COMPONENI FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 2 R-1062 W-4' NI/1/-/-/E TC IL 40.0 PSF TC DL 10.0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TO 55.0 PSF OUR.FAC. 1.00 COAT TAIT_ 7A n" U Scale—.375"/Ft. REF R081--47189 DATE 06/26/01 DR W HCUSRO81 01177227 HC-ENG VB/AP SEON - 1579 FROM RA (41552-M37 3380A - FT16 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 100 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. WIND BC DL — 5.0 PSF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THIS OWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBHITTEO BY TRUSS MFR. + 2x6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TREISS WHERE SHOWN WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 5-6-2 +22.825-+--4-1-9---� _ 15.021" Typ. W3X4 = W1X4(R) W1X4 M W3X4 = 0-7-0 T 1-4-0 9-4-0 m W1X4(R) ;_ W2X4 W 11-6-8 Over 2 Supports ---� R-425 U=180 W-6" R-422 U-180 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI(STD_ 19.Ob2 QTY:3 "WARNING-' TRUSSES REOOIRE EXTREME CARE in FABRICATION, MANDL ING, SNIPPING. INSTALLING AND NR ACIM6. REFER TO MIB-91 (MANOEIN6 INSTALLING AND BRACING), POUL,ISNED BY TPI (TRUSS PLATE INSTITUTE. 593 O'ONOFRIO DR., SUITE 200, HAOISON, NI 53119). FOR SAf ETY PRACTICES PRIOR TO PERf00.MIN6 THESE FUNCT 10N5. UNLESS OTHERWISE IWOICATEO, TOP CHORD SMALL NAVE /ROPERLY ATTACHED STRUCTURAL PANELS, BOFTOM CNOAO SMAII NAlf A PROPERLY ATTACHED Alf Cf IL IN6. — IMPORTANT" FURNISH A COPY Of THIS DESI64 TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS„ INC. SMALL N01 BE RESPONSIBLE FDA ANY DEVIATION FRO" THIS DESIGN; ART FAILURE TO BUILD THE TRUSSE5 IN CONFORMANCE WITH TPI; OR FABRICATING. MARBLING, SHIPPING, INSTALLING AND ALPINE BRAC III, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PNBLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE MADE Of 206A AST" A653 6240 6ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. ANO UNLESS OTHERWISE LOCATED OY THIS DESIGN, POSITION CONNECTORS PER OBAWINGS 160 A-1. THE SEAL ON THIS ORANI16 INDICATES ACCEPTANCE OF P16ffSS10NAl. ENGINEERING ,,,,,,�,.�,� P[OdUCI3, Inc.RESPOMSIB IIITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONR. THE SUITABILITY ANO tl5E Of TN15 Alpine Fi830G4� C CFI, 33E%T4 COMPOYI NT fOR ANY PART IC AR BUILDING IS THE RE SPON SIB IL ITV Of THE BUILDING OESIGNEA, PER ANSI/TPI 1-199S SECTION 2. v _FL 2 E - Scale—.375"/Ft. TC LL TC OL BC DL NC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--5562 DATE 11/08/00 DRW HCUSR081 003t3I88 HC-ENG /JWC SEQN - 2367 DUR.FAC. 1.25 FROM ROG SPACING 24.0" (41552-M37 3380A - FT15G THIS DWG PREPARED FROM COMPUTER INPUT ((OADS & DIMENSIONS) S(IBMITTED BY TRUSS MFR. 1OP CHORD 4x2 SP 2400f-2.OE BOT CHORD 4x2 SP 2400f-2.OE WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR,FAC.=1.00 / PLATE DUR.FAC.—I.00) TC from 100 PI_F at 0.12 to 100 PLF at 19.44 K From 10 PLF at 0.00 to 10 PLF at 19.44 rC 719 LB Conc. Load at 11.69 7-11-14 1,5' Typ; -- W1X4(R) W4X8 W06 0-7-0 I bzNj _I_ T W1X4 (R) = W6X6 W6X8 W3X6 III R-1350 W-6` REFER TO II18-91 FOR ADDITIONAL BRACING REQUIREMENTS, BRACING T MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.46` OL: 0.16`. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 21.946` --3;- 9-7-7 _I W-W3X4 W3X6 = W3X6 = W2X4 III W3X8 = W3X6 = W4X6 = W4X8 1-14-0 8-0-0 W5X5 = W3X6 III W4X6 = W4X6 Bi W5X5 =_ W6X6 = W6X8 = W3X6 III W-W3X6 W-HS2510 = 19-5-4 Over 2 Supports �l (✓ R-1495 W-4' PLT TYP. Iligh Strength,Wave TPI-95 Design Criteria: TPI STD **WARNING*; TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO 1118-91 (HANDLING 1NSIALLIN6 AND BRACING), PUBLISHED BY "I (TRUSS PLATE INSTITUTE. 563 O'ONOFRIO DR., SUITE 200. MAOISON. NI 53T19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCIIONS. UNLESS OTHERWISE INDICATED. TOP CHORD $HALL HAVE PROPERLY ATTACHED S TR VC IURAL PANELS. BOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT*" FURNISH A COPY OF IRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TR USSfS IN CONFORM PITH TPI: OR FABRICATING, NANDLTNG. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSE 5. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOG (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTH A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 1RUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIN6 Alp-. Ltleacd ProdLrclN, Inc.RESP SIB [LiiY SOLELY FOR THE TRUSS COMPOME NT DESIGN SHOWN. iNE SUITABILITY AND USE OF THIS P COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. .PER rll/1/-/-it/-/- TC LL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 COAfTPJG CLF Ann%lF Scale-.375"/ft. REF R081--47190_ DATE 06/26/01 O R W HCUSRO81 0117123S HC-ENG VB/AP SEON - 1582 FROM RA (41552-M37 3380A - FT20G ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N P WEBS 4x2 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. �--2-10-8-- 7+—2-10-8—d 15" T yp. t W2.5X4 W3X6 = W2. 5X4 = W3X6 = T 1 1 4-0 -4-D 9-4-0 W3X4 W1X4 Ip W3X4 W2X4 III W1X4 N W2X4 N —6-4-0 Over 2 Supports — R-1017 U=480 W=4" R-719 U-360 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRIISS MFR. SPECIAL LOADS ------(LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at 0.00 to- 54 PLF at 6.33 BC From 20 PLF at 0.00 to 20 PLF at 6.33 BC - 422 LB Conc. Load at 0.48. 2.48, 4.48 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 0 PLT TYP. Wave TPI-95 Design Criteria: TPI(STD 19.0_b2 QTY:1 FL 2 E - Scale —.3/5" Ft. ••WARNING`• TRUSSES REOUIRE EITREME CARE 14 FABRICATION, HANDLING, SHIPPING,. INSTALLING AND T. LL 20.0 PSF REF R081 - -5564 BRACING. REFER TO N19-91 1 AMOLING INSTALLING AND BRACIN6). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR1. DR.. SUITE 200. HAOISON. WI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORM146 TOM FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY AITACHEO ,'I(ER P./C TC DL 7.0 PSF DATE 1 1 0 8 00 STRUCTURAL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED 21610 CELL IY6. ,y►j� i "IMPORTANT" ftlRNiSM A COPY OF THIS DESIGN TO THE [NS7ALLATEON CONTRACTOR. ALPINE ENGINEERED +Ti,.C'{iiT j---,GGG- BC DL 10,0 PSF DRW HCUSR081 00313189 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES16N; ANY DAILORE TO BUILD THE TRUSSES IN CONFORMARCE VITA TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ASO N L L 0.0 P SF H C - E NG / JW C ALPINE BRACING Of TRUSSES. THIS DESIGN CONfORNS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISMtD BY IRE AMERICA* FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' CONNECTORS ARE MACE Of 206A ASTN A653 6140 6ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO $Zl1 t TOT . L D . 37.0 PSF S E Q N - 2369 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -- DRAWINGS i60 A -I. IRE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�1dNA1. OUR. F A C . 1.29 FROM Rog Alpine EI1 11 Pfalucts, Inc. RE SPOMS IB I IiY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUtif41L[TT AND USE Of THIS P e Ena City, FL 33844 COMPOMENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING OESIGM. PER SPACING 2 4.O N ty• ANSI/TPI 1-199S SECTION 2. (31749.5114 3380A - FT17 TOP CHORD 4x2 SP #2 N BOY CHORD 4x2 SP_/2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP, III Is MIG Pit IVAR III IRON C0111,1111it 1111•UI (10A0S d I)IH(N81Oil S) SIIIII1111(1) OY IRIISS H(R. SEE 1118.91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 5-6-0 10.5 5-6.0 15i - W3X6 Ei W1X4 (R) » WI X4 (R) am W2.5X4 s W3X4 s W3X4 ® W2.5X4 In W3X6 Nm T 0-7-0 W3X4 ;o W2.5X4 matW1 .5X4 I W3X4 W1X4(R) W2X4 I W1.5X4 III W2.5X4 � W2X4 dl W1X4 (R) im Imo` 11-10-8 Over 2 Supports R-641 W-6" R-641 W-•6" T 0-7-0 +8-0-0 PI.T TYP. Wave TP1-95 R Desldn Criteria: TPI STD 19,Obl QTY:2 FL/1/-/-/E/-/- '•UANNIN6•• INYSS(S .EQUIYI ItIN(NI CAN( to (ANNICAIION, NAYOI I56, SNIPIIr., IMSIAf I ING AYU tlY AC IN6. ■tltit IU MIU-vl (NAMIII IY6 IN$I All IY6 AND tl11AC IY61. PUYI ISMI II UY IV (IN US1 PI All T C Lt. 40 .0 P S F f■Sllltlif, so 0'UYu1Y10 ON., S01it 100, 161115UY, MI "11l1. itt %m m PNA1:11C15 Ptlut IU PI t10t 2.6 foist ItlMC/10Y8. tlN{(SS OtM(N111S1 IYf11CA110, 100 Cy0110 SiAtl NAYI PNUrf Nll AIIACNltl SIX"IUtAI ►AN($$. tl0110n CM01t0 SMAII MAY( A PNIfft AlY AIIACN/U jESi_P, F . IF •••�1' j: TC DI_ 10.0 PSF NI610 Ctt/1N6. ••1HPaMlARI-- (YANISM A COPY U( INIS U(S16Y TO 1N( INSIAIIA110Y CONINACIW . Afo of IN6114f N1U fr1N1UC IS,SM►11 N01 Y1 Nt SPUYS1O11 IOY ASS ID11A11UY I1119 INIS I11S16M; 1661 1Alto NI IU * Gib. �* 11C O L 5 . 0 P S F ALPINE tlY110 Itll IYUSSCS IY C'O 11 ONnANCI YItY IP1; Illl IAtlN ICA(ING, NAYIH IY6, SM lfPl t4, IYSIAIIIYI: Alto OtAC1Y4 0( tYr81(S. IMIS OIS16N COMIUNMI YIIN APPI ICANI( rNUff..IUM] of Y11S (NAII"NAl fut.Jr. Slla lOAIIUr PtlY1 ISHID of 101 AMINICAN fOYt Sf ASH PAMI ASSOCIAIfUNi AND #Pl. Afr1Y1 COYtlI [IONS ANY NAU[ a :04A ►51M AYS3 WIAO 4u 1. $[fit, IICMI j•��1� �I 1 1 lh�/1�1 q:16 ' AZORtO [)C L L 0.0 P S F AS NU11U. APr1Y CYNYI CIUpS la MR fACf 01 IIYSS, AYU MISS ,l TTIT.LQ. 55.0 PSF OINIIYISI 11Y:A110 ON INIS 0(S16Y, PNS11111Y CuatalclNi Pto I'llAll, GS 160 A.(. �4...... . D11R 1.00 AlP11te IN( SIAI UN INIS ONAMIN6 INHICAlfi ACCMIANCI Of PNa11SSIUYAI Il6lUtl NIN4 NISPUYS1Ytl III Salll f 100 INI tNUSs I.116111catuI P(otilict5, IIIC, ClU1PUYlll 111SIGN SIIUIIN. lilt S1111AN1111r ANTI all Ut lots .FAC, I Wine%I 4. FI, 111144 Can nut tlI lUN AYI PANIICNIAN tlY1101M6 li fill N1:/UtS1Y11111 W lot oull Uf Y6 f0 Sk6Y1 Y, PIK AN:I/IPI I III - )11.11,." i cnanlun nA nM r-- T 1 -1 T 1-4.0 Scale—.375"/Ft. REF R081--87592 DATE 04/01/00 ORW IICIISR061 00092162, HC-ENG JWC/WPF SEQN - 11328 FROM JRH (11749-5114 3300A - FTIB) TOP CHORD 4x2 SP /2 N BOT CHORD 4x2 SP /2 N WEBS 4x2 SP #3 REFER TO DRAWING 657.275 OR 657.2758 OR 1.153,783 FOR GABLE DETAILS NOTE: CONNECT BOTTOM CHORD FOR 300 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY ATTACHED TO TOP CHORD. NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRII.I.EII THROUGH VERTICALLY FOR UP TO I" DIAMETER HOLES FOR ANCHORING PURPOSES P14OVIDING A 02 VERTICAL WEB TO BE PLACED AT EACH SIDE OF TIIE DRILLED HOLE AND ATTACIIEO WITH (2) 16D NAILS EACH END. W2.5X4 im WIX4(R) go 0.7-0 WIX4 (R) to W2X4 II f 2400# IIIIS 01111 1111111AIN II 1111111 CM-111till It 1111,111 (I nAm 6 nININSIONS) S1111H11IEO RY 1RIISS HI-R SPECIAL I -DADS A - ---(LUMBER OUR.FAC.-1.00 / PLATE DUR.FAC.-=1.00) TC From 210 PLF at 0.12 to 210 PLF at 7.00 TC From 700 PLF at 7.00 to 700 PLF at 11.75 BC From 10 PLF at 0.00 to 10 PLF at 11.88 TC = 2400 LB Conc. Load at 7.00 W10X10 w W4X4 N W2X4 N W2.5X4 o W4X6 I f- 11-10-8 Over Continuous Support R-614 PLF W-11-10-6 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS 1111ST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W2.5X4 t9 Idl X4 (R) t= T 0-7-0 1-4-0 W'1 X4 (R) m W3X4 gx W2X4 II Note: All Plates Are WI.5X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI(STO *VANN 1114.1 I10SSIS M10NIa1 f11a1N1 CARf IN IANMII:A110M. NANOI jar. SNIPPING. WNW IINC Ara YNAC-1 Y4. Ml f lot IO NIY SI (NAVIN INC. 111"Al1 IY4 ANTI bN4CING). I-CM11 IS0111 Yl Irl SINa.S r1 All IYSt11N lf, 5a] 01ON[IIMIO Oa.. $N 111 311. NA0150Y. NI S311C), (ON SAfll9 raAC19CIS P4144 10 rIRIUNNIaG Iat Sl frrCI 104S. 11Y1t55 ala/RNlil Ife1CA110, tar CYORU SNA11 NAVI rrUrlatr AIIACatN SIRYCIUSAI ♦AS[I S, YOIIaN CNU110 SNA/l YA/[ A YaOrt air AIIACNIO 91610 C[IIING. "IMS-1111ANI" tarUl Sa A CW1 Of CUSS UISIGN 10 INC Iai1A11A11UY C04IRAC1841. Alrlal INGIRl1alO 0`1141WCIS. INC. SNAII N01 rl ■ISIOMiINII 109 AYl VItIA1104 (RINI lot$ 015IG4; AYI IAIIYNI la bU 110 IN[ INOSU S illCOYIORMANCI YIIY Irl; 10 tAONICAIING. MANIIIIa4. SMII'rlrG. 1YSIA1114G ANI1 AC14G Of IRUSiIS. INIS OISt4M C84104" YIIN Arr11CA11f raOVIS111MS at IBIS (YA11aYA1 1#151 1 ALPINE SR SP 1f ttA1101 ftlal lSaCO SIT fill AnINICAY 1 WISf ANSI rAfl■ ASYOC IAl1UN) AYII lC1. AI YI ri COAY[Q 01S ARl MAOf 01 ?"A ASIR AGS7 6840 GAIy. Sitfl. IICC/I AS Motto. AtPll CUNNIC111aS 10 1 ACN 'ICE Uf IRUSS. A110 NYIt Si o1NlaYtsl I"AIto as Iris DISKS;. rUS1111111 COa11C11Wi Pig INt►YU16S ICO 1-I. INt St AI 61 INIS IINAMIaG I1011C1111 AWPIANCI W ra¢IISSIONAI ' I rGI MIIY IYC AlpincF11gi11ccfellPttNlltcta,II,&. MISPO 11111111y Sillily lam INS IaMSi CaarNrlal 011101 SNarM. IMI '.NIIAYIRIII ANSI NSI 111 INIS INIrONIN1 fill Aar rANIKIIIAN Na1101YG V INS M11.r011.1111111 of lot U41I111Yt. 14I 14N1N HNII1.1Ylfly, I'i. IIN LI I:. YIr All' l it 1 19r4 1If Hall 1. 9.Ob1 9 4 0 TC LL 40.0 PSF TC DL 10.0 PSF PC DL 5.0 PSF BC LL 0.0 PSF TOT.LO. 55.0 PSF DIIR . FAC . 1.00 SPACING SI I' ABOVE F-r(s Scale-.375"/Ft. REF R08I--87290 DATE 04/05/00 ORW II05ROH1 00092195 IIC-ENG VB/WPF SEON - 11311 FROM JRI_I (41552-M37 3380A - FT19 ) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP $2 N WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 620 PLF at 0.13 to 620 PLF at 2.77 BC From 10 PLF at 0.00 t0 10 PLF at 2.77 REFER TO DRAWING 657,275 OR 657,2758 OR 1.153,783 FOR GABLE DETAILS. NOTE: CONNECT BOTTOM CHORD FOR 300 PLF UPLIFT ALONG THE CONTINUOUS SUPPORT. TOP CHORD TO BE LATERALLY BRACED BY PLYWOOD PROPERLY , ATTACHED TO TOP CHORD. NOTE: TRUSS TOP AND BOTTOM CHORDS MAY BE DRILLED THROUGH VERTICALLY FOR UP TO 1" DIAMETER HOLES FOR ANCHORING PURPOSES PROVIDING A 4X2 VERTICAL WEB TO BE PLACED AT EACH SIDE OF THE DRILLED HOLE AND ATTACHED WITH (2) 16D NAILS EACH END. W2X4 N W1X4 N W1X4(R) w W2.5X4 M —r 1-4-0 0-7-0 +9-4-0 WIX4(R) ttrrrr W1.5X4 IH W2X4 N W2.5X4 N 2:9-4 Over Continuous Support R-602 PLF W=2-9 4 ") 1141S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL. LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS. PLT TYP. Wave TPI-95 Design Criteria: TPI(STD '"WARNING" TRUSSES REOUIRE EYTREME'CARE IN FABRICATION, MANGLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING ASO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, $63 O'ONOFRIO OR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTUAAL PANELS. BOTTOM CHORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN61BEIREO FROOUCTS, INC. SYAII NOT BE 4E SPONS[BLE FOR ANY OEY [ATION f0.0M iNfS DESIGN; ANY FAILURE 70 BUILD THE TRUSSES U CONfORNAYCE YITN TP T; 0R FABRICATING, HAIto IN6. SNI►►ING. INSTALLING ASO ALPINE BRACING Of TRUSSES. TtliS OE 516t CO.fOQMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AIERICAN FOREST AND PAPfR ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTH A663 GRAD 6ALV. STEEL-. EYCEPT AS NOTED. .APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW THE SUITARILITT AND USE Of TMIS Haw& City, FL 33844 A�51/TPITIF/9RSNSFCTfOHCP4 AN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 18.2f3 QTY:1 `OkT 1-4-0 FC 2 - - E - - Seale =.375" Ft. TC LL TC OL BC DL BC LL TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF RO81--5565 DATE 11/08/00 DRW HCUSR081 00313190 HC-ENG /JWC SEQN - 10947 DUR.FAC. 1.00 FROM RDG SPACING SEE ABOVE (41521-P72 3338E - M1G THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x6 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS GIRDER DESIGNED TO SUPPORT A 18-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK SYMMETRIC #1 HIP FRAMING TO THE BOTTOM CHORD AT 4-8-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT LOAD. 3X8. 0 6 F- 3-10-3 18-9-1 3X8le 3X8III 3X4(A1) = --7-0-0 Over 2 Supports- > R-1358 U-760 W-4" R=1523 U-892 100 MPII WIND, 20.92 F1 MEAN HGT, SBC, ENCLOSED BL.DG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GIRDER SUPPORTS 18-8-0 SPAN TO BC ONE FACE AND 1-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 _ QTY:' HI - 1 E - Scale 6.375" Ft. 7A L P I N E Alpine Engineered Products, Inc. —YARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HI0-9l (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOT/OM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "•IMPORTANT*` FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.N UCTS, INC. SHALL NOT BE RESPONSI8LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES IM CONFORMANCE WITH TPI: 00. FABRICATING. HANDLING. SHIPPING. INSTALLING AMD GRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC LF [CAT ION PUBLISNEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 E AC11 FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS a F� ��/(,"iE�i( 2 - i /'•S *f �' T* �� 7 s r-% • f ss7.1`°-a6 T C T C BC BC TOT L L DI- DL I_ L . L D . 20. 0 7.0 10.0 0.0 37.0 PSF P S F PSF P S F PSF R E F R 08 1-- 5 8 1 7 9 _ DATE i 1 2 / 2 3 / 0 2 DRW HCUSROBI 02357179 — H C - E N G C H 3 / MM A S E Q N -- _ - 3343 -- D UR . F AC . 1.25 FROM S C H SPACING SEE ABOVE J R E F - 1 R Y T 08 1 _Z 2 7 Haines City, FL 33844 FL Certificate of Authorization # 567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. 47521 P72 3338E - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4 120 MPH WINO, 21.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WINO TCOL-5.0 PSF, WIND BCDL=5.0 PSF A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X44� 2X4# 6 1-- 6 18-9-14 3X4= 3X4= 2X4(A1) = 2X4(A1) LLE O O 1LLIIJ I 9-4-0 I 9-4-0 _1 18-8-0 Over 2 Supports R�745 U-393 W=4" R=745 U-393 W-4" Q-",5 PLT TYP. Wave TPI-95 Desi n Criteria: TPI STD Ver: 5.05 QTY:1 HI 1 R - Scale=.3125" Ft. -;WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 PSF R E F R 08 1-- 5 8 1 7 2 BRACING. REFER TO "Is -91 (HANDLING 1NSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN 5T 110 TE. 583 D'ONOFRIO DR.. SUi TE 201. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING IHESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 PSF DATE 12123102 SIR UCTURAE PANELS. 80TIOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y'( P '!- "`IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE IWSTALLATION CONTRACTOR. ALPINE ENGINEERED �r.+res'EIFLQAl✓� BC DL 10.0 PSF DRW HCUSR081 02357173 PRODUCTS. INC. SHALL NOI BE RESPONSIBLE FOR ANY OE AT ION FROM THIS DESIGN; ANY FAILURE TO 'YJ'- BUILD THE TRUSSES IN CONFORMANCE W1TN TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND {Y: N0. 7Q `,1k ALPINE - BRACING OF TRUSSES. THIS OE51 GN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN rl O = B C L L 0.0 PSF H C - E N G C H 3 / MMA SPEC TFICATTON PUBLISHED BY THE AMERICAN FOREST ANo PAP FR ASSOC TA T ION) AND TPI. ALPINE (J�(//If'/ CONNECTORS ARE MADE OF ZOGA ASTM A653 G940 GALY. STEEL. EXCEPT A5 NOiED. APPLY CONNECTORS TO �r C TO I .!- D . 3 7 . 0 P SF S E Q N - 3339 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATE(! ON TR S DESIGN, POSITION CONNECTORS PER S 7tTg�R�!!►'-- DRAWINGS 160 A.Z. THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING-1%0RV�1�6� p U R . F A C . 1.25 Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33944 COMPONENT FOR ANY PARTICULAR BOILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Certificate of Authorization # 567 ANSI/ TPI 1 1995 SECTION:. SPACING 24.0n JREF 1RYT081_Z27 (47521-P72 3338B - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N i BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 1 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 R=749 U-398 W-4" 120 MPH WIND, 21.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT It. EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. E A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= 18-8-0 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 ""WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOLING, SHIPPING, INSTALLING AND BRACING. REFER TO 018-91. (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONGFRIO OR.. SUITE 200, MADISON. W[ 53719). FOR SAFETY PRACTICES PRIOR TO PERFOAK ING THESE fUNCT 10N5. UNLESS OT HE it WI SE IRO IC k TEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR OC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP ECIFICATTON PUBLISHED UY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR5 ARE. MADE OF 10GA ASTN A653 G940 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEA[ ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Certificate of Authorization N567 ANSI/TPI 1 1995 SECTION 1. No. Ty C'f *18-9-14 R-687 U-323 HC/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC 11 0.0 PSF TOT .LD. 37.0 PSF DURJAC. 1.25 SPACING 24.0" 1-@1 Scale—.375"/Ft. REF R081--58173 DATE 12/23/02 D R W HCUSROBI 02357174 HC-ENG CH3/MMA SEQN - 3336 mi JREF - 1RYTO81_Z27 (50004-M37 3380E - BIG ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 2400E 2.OE :12 2x4 SP #2 N: :T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP 2400f-2.OE :62 2x4 SP #1 Dense: WEBS 2x4 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR J AC.=1.25) TC From 54 PLF at -1.00 to 54 PLF at 7.00 TC From 116 PLF at 7.00 to 116 PLF at 10.33 TC From 54 PLF at 10.33 to 54 PLF at 30.00 BC from 20 PLF at 0,011 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 10.33 BC From 20 PLF at 10.33 to 20 PLF at 29.00 BC 452 LB Conc. Load at 7.00 BC 2049 LB Conc. Load at 10.33 W12X14(R) % W4X1 1404 s W2X4 III ..-.. - - .. ,..- I— - II JV 1L W2X4(C2) _ 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X6 = W08 = W4X8(B3) eb\G *18-9-14 1-0-0 1.0-0 { 7-0-0 I 15-0-0 I 7-0-0 _I 29-0-0 Over 2 Supports j R-2997 U=1731 W=4' R-2041 U=1I84 W=4' 11 PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD 19.5b OTY:1 HI 1 E Scale ®.25" Ft. A WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. MEFER IO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED By TPI (TRUSS PLATE IMSTiIUIE. 583 O'ONOFRIO OR.. SUITE 200, MADISON. NI 63719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCT10N5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC TC L L DL 20.0 7 0 . 0 PSF P S F R E F R 0 8 1-- 4 8 1 9 0 DATE - 0 9 / 12101 STRUCTURAL PANELS. BOTFON CNORO SNKLL NAVE A PROPERLY ATTACHED R1610 CEILING. "[MPORTANT•• FUWNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR AMY OEVIATION FROM THIS OESIGM; ANY FAILURE 10 Ste. ? F � iI1:T r�ky BC OL 10.0 PSF -------- DRW HCUSRO81 01255125 H C- E N G / J W C A 8UILD THE TRUSSES IN CONFORMANCE WI ToIP 1: OR FABRICATING. HANOLTMG. $NIPPING. IM S T At LING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION 5 OF MOS (NATIONAL DESIGN *i No. mn;* ,. n // _ B C L L 0. 0 PSF SE ON - 14829 — L P I NE SPEC IF IC AI ION PUBLI SWIG8Y THE AMEN ICAN FORESTAND PAPER ASSOCIATION) AND TPT. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO "fl' L!�G TOT . L D . 37.0 PSF EACH FACE OF TRUSS. AND UNLESS OINERNISE LOCATED OM INT5 DESIGN. POSITION CONNECTORS PER ORARTRGS 1Go A 1. THE SEAL ON TITT S DRAY[NG INDICATES ACCEPIAYCE BF PRDFESSIOtlAI ENGINEERING S 20 _' I OUR - FAG . 1 . 2 S FROM WB -- Alpine Engineered Products, Inc. Haines City, FL 33944 FL Certificate of?uTliorizaion0567 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. roNAi SPACING SEE AB 0 V E (50004-M37 3380E - B2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 IA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 100 MPH WINO, 21.17 FT MEAN HGT, SBC, ENCLOSED BL.DG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND 8C OL 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X6 = W4X4 = W4X4 W 2 X 4 4ii�r L W2X4 io 6 t— 6 18-9-14 C4W4X4 = W5X5 - W3X8 W4X4(A2) = W04(A2) = 1-0.0 1.0-0 I 9-0-0 I 11-0-0 _I_ 9-0-0 29-0-0 Over 2 Support R-1127 t1-564 W-4" PLT TYP. Wave TPI-95 Design Criteria: TPI STD *•WARN ING•" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIS-91 (BANOLIWG INSTALLING ANO BR AC INGT, PUBLISHED BY TPI (TRUSS PLATE I NSTIT OIE. 6BJ D'ONOFRIO OR., SUiTF 200. MA0I SON, Y! 63T19), FON SAFETY PRACTICES PRIOR TO PE RF ORNING TNESE FUNCTIONS. UNLESS OTNERYI SE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STR UC7Ua AL PANELS- BOTTOM CHORD SMALL MAY, A PROPERLY AiIACHED RIGID CEILING. --IMPORTANT-! FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED #aOOOCTS. INC. SHALL 001 BE RESPON51OLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. IH15 Qf St GN COIF OR145 KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHEO BY THE AMERICAN FOREST AND, PAPER ASSOCIATION) AND IPl. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 4663 GN40 GAL V. STEEL. EXCEPT AS 00TE0. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS 01 HERYISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. IRE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLCertifncateofAuthorization #567 ANSI/TPI 1 1996 SECTION 2. R-1127 I1-564 W=4" Scale-.25"/Ft. TC LL TC DL BC OL BC LL TOI.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--48185 DATE 09/12/01 DRW HCUSR061 01255121 HC-ENG /JWC SEON - 4477 DUR.FAC. 1.25 FROM WB SPACING 24.0" 50004 M37 3380B - B3 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W3 2x4 SP #2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL — 5.0 PSF, WIND BC DL 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X6 = W4X4(A2) = W4X4(A2) 1-0-0 1-0-0 I 11-0-0 I 7-0-0 I 11-0-0 J 9-0-0 Over 2 Supports R-1127 U=562 W-4' R-1127 U-562 W=4' �3 18-9-14 —1 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5b QTY:l HI 1 - E Scale —.25" F . ALPINE Alpine Engineered Products, Inc. [lames CI(y, FL 33844 FL Certificate of Authorization N 567 WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BNAC ING. 0.EF ER TO HIB 91 (HANDLING INSTALLING AND BRACTN6). PUBLISHED BY fFI (TRUSS PLATE 1YSTITUTE. 593 O'ONOFRIO OR., SUITE 200. HAD ISON, 91 $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IMOICAIEO. TOP CHORO SNALL NAVE PROPERLY ATTACHED SIRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED NIGIO CEILING. '-IMPORTANT-- FORfSH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCIS. INC. SMALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE. TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS N11H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 106A ASIM A661 GR40 6ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWIWGS I60 A I. THE SEAL ON THIS DRAWING 1101CMES ACCEPTANCE OF PROFE5510NAL ENGINEERING RESPONSIBILITY SOLELY FOR THE tRV55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR SUILOING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI 7I P I 1.1996 SECTION 2. S�!? P R` ifFTc;�l y *' /l // 'GI (/�(/JhDJ/ TQ S� ���.-' SKJNAL T C T C B C B C TOT L L D L D L L L . L D . 2 0.O 7.0 10.0 0.0 37.0 P S F PSF PSF PSF P S F R E F R 08 1-- 4 8 1 84 DATE 0 9 / 1 2 / 0 1 D R W HCUSR081 01255120 H C - E N G / J W C S E O N - 4474 — 0 U R . F QC.. 1.2S ---- FROM WB SPACING 2 4 .0 " (50004-M37 33808 - B4 THIS 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 #3 100 MPH WIND, 22.11 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND 'IC OL — 5.0 PSF, WIND BC DL 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X4 = W4X4 W4X4(A2) 1-0-0 �y- 13-0-0 i 3-0-0 I 13-0-0 _I 9-0-0 Over 2 Support R=1129 U-561 W=4" PLT TYP. Wave TPI-95 Design Criteria: TPI STD WARN ING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANOI ING. SNIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (kIAJIOL:WG INSTALLING ANO 0RAC,1NW. PUBLISHED HY TPI (TRUSS PLATE INSTITUTE. 5B3 0 it 3VRIO DR.. SUEE 200, MA0150N. WI 53719). FOR SAFETY PRACTICES PRIOR 10 PE Rf 04NING THE SE FUNC110NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SI¢UCT U4 At PANELS. BOITOH CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "1 MPORTANF"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT 5. INC. SB At NOT Of RESPON516 LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING. INSIALLING AND H L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBtISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASIM A653 GR40 GALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF E4USS. AND UNLESS OINERWISE LOCATED 00 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A I. THE SEAL ON THIS HAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. AC SPON Ste ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER Fl. Certificate OE Authonz4tLon is 567 AN51 f TP I I.1995 SECTION 2. 513 OlY:1 +18-9-14 R-1071 (1-498 W-4" 0 HI/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 DUR.FAC. 1.25 SPACING 24.0" Scale e.25"/Ft. REF R081--48183 DATE 09/12/01 D R W HCUSRO81 01255119 HC-ENG SEON - 4470 FROM WB l50004-M3/ 3.1TS0U - Ubti ) TOP CHORD 2x4 SP #1 Dense :T3 2x4 SP #2 H: IBOT CHORD 2x6 SP 2400f-2.OE WEBS 2x4 SP #3 100 MPH WIND, 22.39 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL — 5.0 PSF, WIND BC DL — 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS GIRDER DESIGNED TO SUPPORT A 31-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK HIP MONO #1 HIP FRAMING TO THE BOTTOM CHORD AT 7-0-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT LOAD. W4) W4X8 (C8) = W08 I HIS UWu YMLYAMEU rKUM LUMYUItM IfIrUl (LUAU3 a UIMr.M31UM3) 311On11ILL) 01 1— — „ n. 2 Complete Trusses Required E� NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: I ROW @ 5" o.c. WEBS : I ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W10X10(R) NI W10X10(R) 1N SSG 18-9-14 1.0.0 -0 1-3 I 13-10-8 I_ I 13-10-8 ,I 9-0-0 Over 2 Supports R-7169 U-4302 W-4" R-8984 U-5364 W=4' PLT TYP. Hi h Stren th,Wave TPI-95 Design Criteria: TP1 STD 19.5h QTY:[/1 - E - Scale —.25" Ft. ALPINE •*YARNING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIS 91 (MANGLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE {HST ITUTE. 563 D'ONOFRIO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT•• FURNISH A COPY OF THIS DESIGII TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PH OOOCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO OUT, THE TRUSSES IN CONFORMANCE WITH ITT: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. IN[5 DESIGN CONFORMS WITAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 206A ASIM A653 GR40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �5 p R y14fSlf'IQ,y *�� ;.* �/ j'(/ _11 T C 11 20.0 PSF T C DL 7. 0 P S F BC DL 10.0 PSF BC LL 0.0 PSF TOT . L D . 37 .0 PSF REF R 0 8 1 - - 4 8 1 7 0 DATE i 0 9/ 1 2/ 0 1 DRW HCUSROeI 01255106 HC ENG �JWC S E Q N 4580 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAKINGS 160 A-1. TIESEAL ON INI5 BRAKING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING " �'CT ZosklyD '`� — U U R F AC 1 FROM WB Alpine Engineered Products, Inc. Haines City, FL 33844 FLCertificate ofAnUYorizalion#567 RESPONSIBILITY SOLELY FOR THE T0.U55 COMPONENT DESIGN SHOWN. VOTE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI I-1996 SECTION 2. Ali - 1 . . .2S SPACING SEE ABOVE (50004-M37 3380E - 11371 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE ( 3 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 3) 16d TOE -NAILS AT BOTTOM CHORD. 0-4-3 r W3X4 (A1) 100 MPH WIND, 20.66 FT MEAN HGT, SEC, ENCLOSED BI_DG, LOCATED ANYWHERE IN ROOF, WIND TC OL 5.0 PSF, WIND BC DL — 5.0 PSF. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. SHIM ALL SUPPORTS TO SOLID BEARING. 22-4-1 W04 = 4.24 1— 3-0-14 W2X4 19-6-14 2.12 W4X4 = W4X4 = _18-9-14 J L-_I-5-o3d 9-10-1 I' -- 4-7-12 I 5-2-4 9-10-1 Over 3 Supports R-329 U-395 W-4.907" PLT TYP. Wave TPI-95 Design Criteria: TPI STO ••WARMING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO TIT -9l (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 513 D'ONOFRIO DR.. SUITE 200, NADI son. NI 537191. FOR SAFETY PRACTICES PRIOR TO P ERFORMIN6 THESE FUNC 11095. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S rR VC IOR At PANft S. BOTTOM CHORD SHALL HAVE A PROPERLY AITACHEO RIGID CEILING- 'INPORTANr•' FORMI Sit A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACIOR. ALPINE ENGINEERED FR OD UCIS. INC. SHALL NO BE RESPONSIBLE FOR ANY 1111,11I00 FR ON IH.S DESIGN; ANY FAILURE TO BUILD 114E TRUSSES IN CONFORMANCE Willi TPI; OR FABRICATING. NANOI.NG. SNIPPING. IN51 At1ING AND ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS HIT N APPLICABLE PROVISIOM5 OF N05 (NATIONAL DESIGN 7 SPECIFICATION PUBLISHED BY INf AMERICAN FORESI ANO PAPER ASSOCIAIION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASIM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND ONLESS OTHERWISE LOCAIEO ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 1. THE SEAL OW THIS DRAWING IN01CA111 ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RE SPON SIBIIIIY SOLELY FOR THE TRUSS COMPONENT OE I GN SHOWN. THE SUITABILITY AND USE Of THIS Haines City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of INE BUILDING DESIGNER. PER FL Certificate Of Authorization AI 567 ANS I T 1 P 1 1 - 1995 SEC T ION 2. 19.5b QT Scale --375H Ft. TC LL TC DL 11C OL BC LL TOTAD 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--48191 DATE 09/12/01 DRW HCUSROBI 01255126 HC-ENG /JWC SEON - 4645 _ DUR.FAC. 1.25 FROM WO SPACING SEE ABOVE (50004-M37 3380B - E371 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N JOEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. (PROVIDE ( 2 ) 16d TOE -NAILS AT TOP CHORD. PROVIDE ( 2 ) 16d TOE -NAILS AT BOTTOM CHORD. �II ° Q1, 7-0-1 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL m 5.0 PSF, WIND BC DL - 5.0 PSF. SHIM ALL SUPPORTS TO SOLID BEARING. 22-4-2 R-148 U-296 3-1-3 19-6-14 R-94 U-180 18-9-14 3-4-8 3-7-8 7-0-0 Over 3 Supportsp R-331 U-324 W-4' OL PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5b QTY:8 H[ 1 - E - - Scale s.375" Ft. 7ALPINE *WARNING— TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 61I0-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TOT (TRUSS PLATE INSTITUTE. 683 D'ONOFRIO ON.. SUITE 200. MADISON. NI 63719). FOR SAFETY PRACTICES PRIOR TO PE 0.F ORNINO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED ST0.UCIURAL PANELS. 801 TOM CMORO SHALL HAVE A PROPERLY ATTACHED RI610 CEILING. -IMPORTANT •• 1: NIS. A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRDOUC iS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATTOM FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 101; OR FABRICATING. HAND LIN,. SHI►PIMG.INSTALLING ANO BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of 005 (NATIONAL DESIGN SPECIE ICAIION PUBLISHED BY IWE AHER[CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 6940 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING j = F R S� a�� l ,_ •,M,,,, *,, l/�'/l/I�WO/'/A �I jd � '�, -*-% d sS%"'-IN T C L L T C DL BC DL B C L L TOT. L D . 2 0.0 PSF 7 .0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R O8 1 - - 48 1 9 2 DATE 09112101 DRW HCUSROBI 01255121 H C - E N G J W C S E Q N - 4547 --- OUR. F AC . 1.2S FROM WR Alpine Engineered Pmdllots, INC. Ua,,= City, FL 33844 FLCatifTcateoEALtttE�i2atlon#567 RESPONS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY ANO US( Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILOING DESIGNER. PER ANSI/TPI 1-1996 SECTION 2. ONAI_ SPACING 24. D 14/5"ZI-PIZ 33368 - AIOG) TOP CHORD 2x4 SP #2 N :TI 2x4 SP #1 Dense: BOT CHORD 2x4 SP 2400f-2.OE :83, B4 2x4 SP #2 N: WEBS 2x4 SP #3 :W15 2x4 SP #2 N: CALCULATED HORIZONTAL. DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W10X10(R) % INI5 UWU YKtYAKtU tKOM LUMYUItK IMF UI (LUAU) & UIMtM)IUN)) 5Ln5nI IItl/ BY IKO)) MrK. 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL _ 5.0 PSF. RIGHT END VERTICAL_ NOT EXPOSED TO WIND PRESSURE. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE 41) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH Of WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WHIS W4X4 = W4X4 = W6X6 = W3X8 = W3X8 = W4X8 = W4X12(F1) _: 6 r— 3 W08 ; —W4A4=_F 13 B4 W4X4 = W4X4 HS412 = W5X8 = W4X8 = W4X4 M W04 # W5X5 W4X4 =_ �cz 1 3-1I0-3 1 18-9-14 1-0-0 7-0-0 24-8-0 7-0-0 11-2-0 13-6-0 31-8-0 Over 2 Supports _1 R-2418 U-1355 W-4" R=2530 U-1384 Note: All Plates Are W4X4 Except As Shown. �1 PLT TYP. High Stren th.Wave TPI-95 Design Criteria: TPI STD 19.5d III 1 E - Scale ••WARNING•• TRUSSES REOUIRE EXTREME CARE [Y FABRICATION. HANDLING, SH[PP[YG, INSTALLING AND �- I C L L Z O.O P S F R E F R 08 1-- 1 9 6 3 7 80.ACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T NSTTTUTE. I83 D'OMOFRIO DR., SUITE 200. NAO'SON, YI 51T19), FOR SAFETY I.ACTICES PRIOR 10 PERFORMING IXE5E FUNCI ONS. UNLESS 01HERYISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 PSF DATE 01124102 S IR UC TUN At PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. Z�:: P•F - • IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y �PSIFIG:j, BC DL 10.0 PSF DRW MCLISR081 02024387 PROOUCi S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • BUILD THE TRtlSSIS IY CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND -� .S B C L L 0.0 P S F H C- E N G V B/ MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) A"TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO '�' T O T . L D . 37.0 P S F S E Q N - 1249 EACH FACE OF TRUSS, AND UNLESS OIRERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 0RANTYG5 160 A.I. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ORIti/ OUR. F AC I Z 5 F ROM K G S Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS %(�jL� . . Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING SEE ABOVE FLCetihcateofAulhai2ationks67 ANSI/TPI 1-1996 SEC1109 2. tiOel-rTL 333bti - Ay TOP CHORD 2X4 SP #2 N BOT CHORD 2X4 SP #2 N WEBS 2X4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2X W3X6 (Al) 3 W4X4 G W3X6 - W6X6 - W2X4 M W5X5 = I n,�I UWU VKCVAMCu rMUM L.UMrIi It LMYUI (LUAU] 0 UIMCn3LVnJ) JUOMII IEU 01 In JJ run. 100 MPH WIND, 21.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL - 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W04 - W3X6 = NN Yt .5 W4X6 (R) N! W4X4 = W5X8 - W08 = W2X4 NI t 4-1f 0-3 1 18-9-14 2 1-0-0 9-0-0 22-8-0 1-3-4-0-1-14-10-0 13-6-0 31-8-0 Over 2 Supports ,I R-1238 U-604 W=4' R-1159 U-590 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d Hi !/-/ E - Scale a.1875" Ft. *"WARMING** 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-- 1 9 6 4 4 BRACING. REFER TO 018-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 O'ONOFRIO DR.. SUITE 100, MADISON, YI 63719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C O L 7 . 0 PSF DATE 01124102 SIitUCTONAL . PANELS. BOTTOM CHORD SHALE. HAVE A PROPERLY ATTACHED RIGID CEILING. *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '( P. R' y�*�gslFr,;,.�, B.0 DL 10.0 PSF -"-� DRW HCUSR081 02024388 PRODUCTS, INC. SHALL NO BE RE SPOMSIBIE FOR ANY DEV1AlI0N FROM THIS DESIGN; ANY FAILURE i0 BUILD IRE TRUSSES IN CONFORMANCE M[TN TPI: OR fASRICATIYG. HANDLING. SHIPPING. INSTALLING AND g *� �* B C L L 0 .0 P S F H C - E N G V B / MMA ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 206A ASIM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT , L 0 . 37 .0 PSF S E 0 N - 1259 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 8 -- i0 DRAWINGS 160 A -I. THE SEAL ON IHIS BRAKING INDICATES ACCEPTAKCE OF PROFESSIONAL ENGINEERING . LIR F AC 1 2 5 FROM K G S Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS LY/ . . . Haines City. FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER -- SPACING 24. 0" FI.CartificsdcoEA18Iwti2alionN567 I ANSI/TPI 1-1995 SECTION 2. a ncn rO— —MITED IMO11T nnlnf R nTMFucinNtl S11AMI TTFf) RY TRIISS MFR (40ZI-YIZ 33360 - At5) TOP CHORD 2x4 SP #2 N HOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W1O 2x4 SP #2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X8(A1 W06 (R) % W4X4 =_ (**) 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL ® 5.0 PSF, WIND BC OL - 5.0 PSF. , RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X5 = W4X4 - W4X4 = W3X6 = W4X4 =_ W5X8 = W4X1S = WZA11 III W4X6 (R) III 1-0-0 11-0-0 20-8-0 1-3-4-0-1-14-10-0 13-6-0 1. 31 8 O Over 2 Supports j Rm1238 U=600 W=4' Ri1159 Ua606 PLT TYP. Wave TPI-95 Design Criteria: TPt STD **WARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. 0.EFER TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 663 O'ONOFRIO OR.. SUITE 200, MADISON, NI S3719). FOR SAFETY PRACTICES PRI OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY BE VI ATION FROM THIS DESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS OESI69 CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ASO IPT. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TNT DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON TNIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Ino. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Haines City, FL 33M COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL CeLtificwte Of AulhOn--ion iF 567 ANSI/TPI 1-1995 SECTION 2. 19.5d 5-10-3 18-9-14 ►RI/I/-/-/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 ®.1875"/Ft REF R081--19646 DATE 01/24/02 D R W HCUSR061 02024389 HC-ENG VB/MMA SEQN - 1273 FROM KGS L4TJL3-FIL JJJOD - ILT) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :148, W10 2x4 SP #2 N: 1(A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4XI 6 W2X4 W3X8(A1) W2 3 W6X6 N 146X6 = W2X4 M in1J ueu rmErAncu rnun Lunruicn lnrua (LUnUJ 11 UInCnJ1UnJ1 JUUMI ICU UI IRUJJ 1'"n. 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC DI.. - 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUAL6Y SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W04 = W4X4 = \(A) (A) W8 W10 0-9-0 14 M W4X4 = J W4X4 = W8X8 W4X6 (R) IN W08 = W2X4 11 1-0-0 13-0-0 _I_ 18-8-0 _I 1-3-4-0-1- 14-10-0 �T� 13-6-0 F 31-8-0 Over 2 Supports _I Rs1238 U-599 Wa4" PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) **WARNINGS* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER !O H18-91 (NAMOl1YG EN 5TALLINB AND RRACIN6). PUBLISHED NY 111 (IRUSS PLATE I YSt1I DYE. 583 O'OMOFR10 DR.. SUITE 200. MADISON. WI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 80110H CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORFAN T** FURY ISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOOCIS. INC. SMALL NOT BE RESPONSIBLE FOR ANY OEV[ATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE YIIH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND ALPINE BRAC106 Of TRUSSf5. THIS DESIGN CONFORMS V[TN APPLICABLE PROVISIONS OF 005 (NATIONAL DESIGN SPECIFICATION POBLISHEO ST THE AMERICAN FOREST AND PAPER ASSOCIATION) ASO III. ALPINE CONNECTORS ARE MADE OF 206A ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A - I. THE SEAL OR IBIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Fnoneercd products, Inc. RESPONSIBLL it Y SOLELY FOR TARE IRS $5 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPOSEII FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Certificate of Authorization#567 ANSI/TPI 1-1996 SECTION 2. 1 R-1159 U-625 0 6-10-3 14I/1/- -/E/ - Scale-.1875" Ft. TC LL TC OL- 9C 0L BC LL _ TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R081--19650 DATE 01/24/02 DRW KLISR081 02024390 HC-ENG VB/MMA SEON - 1283 GUR J AC. 1.25 FROM KGS SPACING 24.0" 47521-P72 3338B - A61 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N j WEBS 2x4 SP #3 :W2, W4 2x4 SP #2 N: (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4(A2) 4X6 (R) III 100 MPH WIND, 22.88 FT MEAN HGT, SBC, ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DI.. = 5.0 PSF. " (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X4� 3X4 6 r- 6 W2 W4 18-9-14 �xR = 04(A2) 2 X 4 III 2 X 4 III 1-0-0 15-10-0 I 15-10-0 _1 1-8-0 Over 2 Supports R-1229 U=608 W=4" R-1169 U=544 PLT TYP. Wave TPI-95 Design Criteria: TPI STd Ver: 5.05 QTY:7 [il 1 E Scale=.1875" Ft. •`WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, 5HIPPING. INSTALLING AND i C L L 20.0 P S F R E F R 0 8 1-- 5 8 1 6 2 GRACING. REFER t0 NIB-91 (HANDLING INSTALLING AND BRACING(. PUBLISHED BY TPI (TRUSS PLATE — -- INSTITUTE. S63 O'ONOFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED T C D L 7.0 P S F DATE 12123102 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "•IMPORTANT•• FOR A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Sq�� t - BC D L 10.0 PSF D R W HCUSROBI 02357162 PRODUCTS. INC. SHALL NOI BE RESPONSIG LE FOR AMY DEVIAl ION FROM THIS DESIGN; ANY FAILURE TO 11 ¢ .1., — BUILD THE TRUSSES IN CONFORMANCE YITN TPI: 00. FABRICATING. HANDLING. SHIPPING. INSTALLING AND * •qD. F"s B C L L 0.O P S F H C - E N G C H 3 / MM A [_ ALPINE _� BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i - SPECIFICATiON PUBLISHED BY 1NE AMERiCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO lti III T OT . L D . 37.0 P S F S E Q N - 14532 EACH FACE OF TRUSS. AND UNLESS 01 HERWi SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S#AL1 ORANINGS 160 A-t. THE SEAL ON THIS DRAWING 1NOICAlES ACCEPTANCE OF PROFESSIONAL ENGINEERING�20R1t1.• C� D UR . F AC . 1.25 FROM S C H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USf OF THIS S'SJpNA�t __ Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24. 0 " J R E F 1 R Y T 08 1_ Z 2 7 FL Certificate of Authorization tt 567 ANSI/TPI 1-1995 SECTION T. (47521-P72 33388 - AS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BUT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4(A2) = 2X4 M 5X8= 4X6 (R) % 3X8= 5X5= 100 MPH WIND, 22.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 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 (I) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH, 0.128x3" GUN NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 2 X 4 III rrN1lNa�a� 1 0.0 .8 15-0-0 I10 1 15-0-0 _I 31-8-0 Over 2 Supports R=1229 U=609 W-4' R=1169 U-546 18-9-14 V52 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 0TY:1 HI 1 E - Scale=.1875" Ft. -MAR NING"• 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-- 5 8 1 6 4 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S93 O'OHOFRTO OR.. SUITE 200. HADISON. NI 13719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CN0RD SMALL HAVE PROPERLY ATTACHED T C OL 7. 0 P S F DATE 1 2/ 2 3/ 0 2 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. P. '" •`IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '[IFIC,�,iy BC DL 10.0 PSF DRW HCUSR081 02357161 PRODUCTS, 1NC. SHALL NOT BE RESPONSIBLE FOR ANY DEWIATION FROM TH15 OESIGN; ANY FAILURE TO ..� ALPINE � AA'' BUILD THE TRUSSES IN CONFORMANCE WTlIT TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND * N0. ;#- p0.0�- L A L P I IY E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN (1 U C L L P S F H C E N G C H 3/ MM A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'OI L/�C(fI 1¢ CONNECTORS ARE MADE OF 20GA ASTN A653 GR10 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO t� T O T . L D . 37.0 P S F S E 0 N - 14537 EACH FACE OF TRU55. AND UNLESS 0114ERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S] L% - Alpine Engineered Products, Inc. RESPONSIBIDRAWINGS LITY SOLELYTFORSEAL THE ON I TRUSSICOMPONENT DEOR kWING SIGNTSHOWNACCEPTANCE THE SUITABILITYPROFESSIONAL AND USEENGINEERING THIIS �VS O A$- D U R . F A C . 1.25 FROM S C H --- Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24 . 0" J R E F 1 R Y T 08 1 _Z 2 7 FLCerriflcateofAutllorizabon#567 1 ANSI/TPI 1-1995 SECTION 2. (47521-P72 3338B - A4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 22.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 N 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. Y WEBS 2x4 SP #3 :W4 2x4 SP #2 N: ' A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X6 (R) % 6X6= 18-9-14 4X4 (A2) = 2X4 III 3X8= 'll — 2X4 III 04 (A2) V� � 1 0-0 1-0-0 13-0-0 I 5-8-0 ! 13-0-0 _I 31-8-0 Over 2 Supports j R-1226 11=611 W-4" R=1226 U-611 W-4" O PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 _ OTY:1 HIL 1 E - Scale=.1875"/Ft. ""WARNING'" TRUSSES IXEOUIRE EXTREME CARE INFABRICATION G A [C ATfOX. HANDLING. SHIPPING. INSTALLING AND T C E.!.- 20. 0 PSF R E F R 0 8 1-- 5 8 1 6 6 BRACING. REFER TO HI8 9I (HANDLING iNSTALLNEF AND BR ACI YG). PUBLISHED BY TPI (TRUSS PLATE INST1 iU I. 583 O'ON0f RIO DR.. SUITE 200' MADISON. NI 53119). FOR SAFETY PRACTICES PR100. 1 0 T C D L 7.0 P S F DATE 12123102 P oil THESE FUNC It DNS. UNLESS OTN ERWI SE INO IC ATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED I STRUCTURAL PANELS. 8OTTOM CHORD SNALI HAVE A PROPERLY ATTACHED RIGID CEILING. '( : P p -' "IMPORTANT•* FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED � ��"pprEFTI�'• BC DL 10.0 PSF DRW MCUSR081 02357164 PROD ULT S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 4Yi" �,� BUlto THE TRUSSES IN CONFORMANCE METH IPt; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND �� !'b S* BC L L 0.0 P S F H C - E N G C H 3 / MMA LZ ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �� 1¢ T O T . L.D D. 3 7 .0 P S F S E O N - 14518 CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S ORAWINGS iG0 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Ap �2.octlo�.. D U R . F A C . 1.25 FROM S CH Alpine Engineered PCOAUCIs Inc. RE SPONSIB [LIiY SOLEIY FOR THE IR USS COMPONENT DESIGN SHOWN. THE SUIIABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of INE BUILDING DESIGNER. PER -. SPACING 2 4.O M J R E F - 1 R Y T 0 8 1 _Z 2 7 FL Certificate of Authorization # 567 ANSI/TPI 1 1995 SECTION 2. (47521-P72 33386 - A3) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 N 8.50 FT FROM ROOF EDGE. WIND TC DL -= 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 - A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROPERLY ATTACHED TO THE BOTTOM CHORD. 04 (A2) 2 X 4 III 6X6 = 2X4 III 6X6 3X4= 3X4= 2 X 4 III 18-9-14 P 3 1 0-0 11-0-0 I 9-8-0 I 1.1-0-0 _1 31-8-0 Over 2 Supports j R-1229 U=614 W-4" R-1169 U-551 PLT TYP. Wave TPI-95 Design Criteria: TPI(STD) Ver: 5.01 _QTY:l HL/-/1 E - Scale=.1875" Ft, **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 2 0. 0 PSF R E F R 08 1-- 5 8 1 6 7 BRACING, REFER TO HIB -91 (HANDLING INSTALLING AMD BRACING), PUBLISHED BY TPI (TRUSS PLATE I N ST IIUIE. 663 O'ONOFI TO OR.. SUITE 200. MADISON. MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING IHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED I T C D L 7 . 0 PSF DATE 12123102 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. Z P R'` **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P%q'{IFIQ;9r 1 BC DL 10.0 PSF DRW HCUSROBI 02357165 PRODUCTS. IWC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WI TN TPI; 0R FABRICATING. HANDLING, SHIPPING. INSTALLING AND *� :* BC L L 0.0 P S F H C - E N G C H 3 / MMA ALPINE OR ACTMG 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 Of ZOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO t3 T 0 T . L D . 37.0 PSF S E Q N - 14516 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Sy11' DRAYINGS 160 A -I. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i0RTO/6 Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IN[ SUITABILITY AND USE OF THIS D 11R . F AC . 1.25 FROM S C H _ Haines City, FL 33S44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24. ON J R E F - 1 R Y T 08 1 _ Z 2 7 FLCetificateotAuthorization #567 ANSI/TPI 1 1995 SECTION 2. (47521-P72 3338E - A2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFk. I TOP CHORD 2x4 SP #2 N j B0I CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X6= 2X4III 100 MPH WIND, 21.17 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL_ BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X6= 2X4i55, 04(A2) = 3X4= 3X4= 18-9-14 --) - 1 0 0 I 9-0-0 I 13-8-0 I 9-0-0 J 31-8-0 Over 2 Supports j R-1229 U-614 W=4" ILT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND 80. :As tNG. REFER TO HIa.91 tH ANOIING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NST I MY GO IE. 5a3 D'ONOFRIO OR., SUITE 100. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 80TIOM 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 p{ DO ILO 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 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC JAI ION} AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,RAVINGS 160 A-1. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU[TAUILITY ANO USE OF THIS Haines CityPL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS INC RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization k567 ANSI/TPI 1 1995 SECTION 2. R-1169 U-552 01Y:1 TC LL 20.0 PSF TC OL 7.0 PSF gTNrNC F BC DL 10.0 PSF C�„', "D- °* BC LL 0.0 PSF bf TOT.LD. 37.0 PSF Ro' ----- ,o"T►n1Ecti`' RVO DUR.FAC. 1.25 SPACING 24.0" Scale=.1875"/Ft. REF R081--58168 DATE 12/23/02 D R W HCUSROBI 02357183 HC-ENG C113/MMA SEQN 14513 FROM SCH _ JREF 1RYT081_Z27 (47521-P72 3338B - AIG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. i TOP CHORD 2x4 SP #1 Dense :11 2x4 SP 2400f-2.0f: :T4 2x4 SP #2 N: 3 BOT CHORD 2x4 SP #1 Dense j WEBS 2x4 SP #3 :W12 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CI_B'S WHERE SHOWN. BRACING TO BE !. SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X10 = 3X4= 2X4 III 100 MPH WIND, 20.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DI_ = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL_ BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6X6= 5X5= 5X8= F twin- PPFILLIh 1 OMEN A7r-" N IrAlml 'Ap vn HS412 = 2X4III 3X6= 3X6= 3X4= 4X10- 3X6 III 4X8(B3) 1-0 0 2-1 8 ( 7-0-0 I 17-8-0 1_ - 4 10 8 _I 1-8-0 Over 2 Support T 2-I9-7 18-9-14 Y piG R-2418 U=1355 W-4" R=2530 U=1384 §� PH TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 _ OTY:1 HI/ 1 E Scale=.1875" Ft. •`WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C I L 20. 0 P S F R E F R 08 1-- 5 8 1 6 9 BRACING. It '?.go O N18 91 (HANDLING INSTALLING AND BRACING). P41OLISHED BY TPI (TRUSS PLATE I NST IT UIE. 581 IT . FR IO 0R - SO [T1 200. MAD I5 N. NI 53119). F00. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNALI HAVE PROPERLY ATTACHEO T.0 D L 7. 0 PSF DATE 1 2 / 2 3 / 0 2 STA UCT ORAL PANELS. 00110M CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. '(Ea P. F - — "`IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDipiiFTj�,.{T,,. BC DL 10.0 PSF ORW HCUSRO81 02351166 PRODOCT5. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND *% ND. :* B C L L 0. 0 P S F H C - E N G C H 3 MM A ALPINE _ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 'I _ / --- SPECIFICATION PUBLISHED BY IHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE -a' / J/ Q CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 V �N ,� T 0 T. L D, 37. 0 P S F S E O N - 14510 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER £;*p - - ----- ---- - ORANINGS 160 A I. THE SEAL ON IHI5 OR INOICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING D IIR . F AC . 1.25 FROM SC H Alpula Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r/ONp`� --------.- Haincs City, FL 33844 COMPONENT FOR ANY PARTICULAR 8UTLOING IS THE RESPONSIBILITY OF THE BUILDING DE5IGNER, PER SPACING S E E ABOVE J R E F 1 R Y T 0 8 1_Z 2 7 FL Cutificatc of AuthOTizaTJ.on#567 AN SI/T PI 1�1995 SECTION 2. (475L1-rlL. 333z3b - t3V cc uC0 ITOP CHORD 2x4 SP #2 N I,BOT CHORD 2x6 SP 2400f-2.OE WEBS 2x4 SP #3 :143 2x4 SP #2 N: THIS GIRDER DESIGNED TO SUPPORT A 31-8-0 SPAN HIPSET WITH A 7-0-0 SETBACK HIP MONO #1 HIP FRAMING TO THE BOTTOM CHORD AT 7-0-0 FROM THE LEFT END. THE OPPOSITE SIDE SUPPORTS 2-0-0 SPLIT LOAD. 6X6 (R) M 2 X 4 III 100 MPH WIND, 20.42 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. • A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L1360 LIVE AND L/240 TOTAL LOAD. 2 X 4 III 6 6— nFni Ll 1-1 9 1418 5X10(R) III 5X10(R) II 4 X 8 B3 1I o._9-j 6-0-0 _1_ 6-0- —12-0-0 Over 2 Supports _I R-1895 U=1095 W=4" R=3791 U-2178 W-4" ✓_ 1 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.01 QTY:i HI - 1 E - Scale —.375" Ft. ALPINE **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H1B 91 (HANDLING tMSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TNST ITUTE. 683 D'ONOFR10 OR.. SUITE 200. MAO ISON. NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING INESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HA YE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A P0.0PERLY AlT ACHED RIG IO CE IL IMG. FURNISH A COPY OF IRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED'"IF1 PRODUCTS. INC. SHALL NoBE RESPONSIBLE FOR AMY DE IATI00 FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND GRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR5 ARE MAOE OF 20GA ASIM A653 GR60 GALY. STEEL. EXCEPT AS NO IE D. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING -( P,"IMPORTANT'* �' •� *' •* �: t¢ fi�A,.t� .( .�ORP.fU' T C L L 2 0.0 PSF T C D L 7.0 P S F BC DL 10.0 PSF B C L L 0.0 P S F _i I 0 T . L D . 3 7 .0 P S F R E F R 08 1-- 5 8 1 7 5 DATE 1 2 / 2 3 / 0 2 ORW HCUSR081 02357176 H C - E N G C H 3 / MMA _ S E Q N - 3351 — D U R . F A C . 1.25 FROM S C H Alpine Engineered Products, Inc. Haines City, FL 33844 FLCeRificateofAuthorization #567 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER ANSIPPI 1 1995 SECTION 2. .. SPACING SEE ABOVE JREF 1RYT081_Z27 (47521-P72 33388 - F3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 END VERTICALS NOT EXPOSED TO WINO PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL. LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X4III 4X4= T U T 2-5-1 2-5-1 9-4-0 4X4 - 2X4 III i7-0-12 Over 2 Supports R=261 U-180 R=261 U=180 120 MPH WIND, 11.75 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. f '5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 _ QTY:1 HIS E - Scale=.375"/Ft. **WARNING** TRUSSES REOUTRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND �T C L L 20. 0 P S F R E F R OS 1-- 5 8 1 7 6 BR AC IMG. RIF EA TO HIB-91. (HANDLING INSTALLING AND BRACING). PUBLISHED OY IPl (TRUSS PLATE INSTITUTE, 583 D'OMOFRIO OR.. SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR 10 P ERF ORNING THESE FUNCTIONS. UNLESS OTHERWISE iNOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D (_ 7. 0 P S F DATE 12123102 STRUCTURAL PANELS. BOT10M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'L P P, ` **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED "(fFIA^„•� TR•: ri` BC DL 10.0 PSF DRW HCUSRO61 02357177 PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 ��.• BUIID THE USSES [M CONFORNANCE YIIH TPI: OR FAERICAiIYG. HANDLING. SHIPPING. INSTALLING AND *: NO. A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN R 7! BC L L — 0.0 P S F H C E N G C H 3/ MMA SPECIFICA 110N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �1 (�f`/fjb(/ CONNECTORS ARE MAOI OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT . L 0. 37. O P S F S E Q N 14626 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECIORS PER ++/'•� -- ORAWINGS 160 k Z. THE SEAL ON 1HIS DRANIN6 1N01CATE5 ACCEPTANCE Of PROFESSIONAL ENGINEERING s+• OUR. F AC. 1.2 5 FROM SCH Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SOT TABILITY AND USE OF THIS �roivAl.�. ---- Ifaines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24 . ON J R E F - 1 R Y T 08 1 _Z 2 7 FL Certificate of AudwriYation#567 ANSI/TPI 1-1995 SECTION 2. (41521-P72 33386 - F2; TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 3-3-1 3X6 III 4X6 (R) III 4X6 (R) Ill 3X6 W d7-0-12 Over 2 Supports --30- R-261 U=180 R=261 U=180 .9-4-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 12.59 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3-3-1 a P_LT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 O1Y:1 111L - E - Scale =.375" Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. RfF ER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C 1_l.. 2 O.O P S F R E F R 0 8 1-- 5 8 1 7 7 I NST[iUIE. 581 D'ONOF0.10 Oil - SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING INESE fUNCTTONS. UNLESS OINERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED x T C D L 7.0 PSF DATE 12123102 --- STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGfO CE [L ING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t� P, p BC DL 10.0 PSF -------- DRW HCUSRO81 02357184 P0.000CT5. INC. SHALL HOT BE RESPONSIBLE FOR ANY Of VIATION FROM ]HIS DESIGN: ANY FAILURE 10 1., HC ENG CIi3/MMA ALPINE 80110 THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN *� Pb. ;* SQ BC Ll_ 0.0 PSF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECi0R5 ANE MADE OF 10GA AST" A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ro. '� 1-U T L D. 37.0 P S F S E Q N - 14628 - EACH FACE OF TRUSS. AND UNLESS OT HERNISE LOCATED ON THIS DESIGN. POSITIONPRO, CONNECTORS PER D U K . F A C . 1.25 FROM S C H Alpine Engineered products, Inc. RESPONSIBILITY SOLELYIHE SEAL FOR THE ON TH TRUSSICOMPONENT DEHAVING SIGNISHOWNCEPTATHE CE SUITABILITYOAND USEENGOfTHUS ss oNp Haines City,Fl, 33M FL Certificate OE Authorization#567 COMPONENT FOR ANY PARIICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI I.1995 SECTION 2. SPACING 24.O" iJREF 1RYT081Z27 /47521-P79 3'I1AR - F I I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 " A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 3 X 6 III 06 (R) III 4X6 (R) III 3X6 In —7-0-12 Over 2 Supports-3. R=261 U=180 R=261 U-180 120 MPH WIND, 13.42 FT MEAN 1IGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 QlY:I HI 1 E - Scale =.375" 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-- 5 8 1 7 8 BRACING. RIFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPt (TRUSS PLATE I MST It UT E. 583 D'ONOF 0.10 DR.. SUITE 200. MADISON' NI 53719). FOR SAFETY PRACTICES PRIOR t0 PERFORMING THESE fUNCT1ONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Tl, D L 7.0 P S F DATE 1 2/ 2 3/ 0 2 STRUCTURAL PANELS. BOTTOM CHORD SHALL NAYS A PROPERLY ATTACHED 0.IG ID CEII ING. "i..... RED�IR'~!Y --- +PROOUCIS NINC. SHALLINot SO ABEORESFONSIBLE FORPY OF ]HIS GMAllY TO IDEVIATION HE LFR MMTNIStDESIGN; AANYNEFAILUREE10 �t -"�i!� bBC DL 10.0 PSF DRW HCUSR081 02357118 BUILD THE IRUSSES IN CONFORMANCE WI IN TPI: OR FABRICATING. HANOLING. SHIPPING. INSTALLING AND *J _* B C L 1. 0.0 P S F H C - E N G C H 3 / MMA C= ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN r l/�l//i SPECIFICATION PUBLISHED BY IN AN[RICAN FOREST AND PA CA ASSOCIATION) AND TPI. ALPINE �• 7 gr CONNECTORS ARE MADE Of TOGA AS TM A663 GR40 GAIY. STEEL. EXCEPT AS KOTEO. APPLY CONNECTORS TO y T 0 1 . L D . 37.0 P SF S E Q N - 14631 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER -- -- - DRAWINGS 160 A-i. THE SEAL ON THI5 OWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SS P�'1� D U R - F A C . 1.25 FROM S C H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS -- Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24. 0 " J R E F - 1 R Y T 08 1_Z 2 7 FL Certificate of Authorization # 567 ANSI / T P I 1.1995 SECTION 2. (47521-P72 33388 - EJ72 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE ( 2 ) 16(i TOE -NAILS AT TOP CHORD. PROVIDE ( 3 ) 16d TOE -NAILS AT BOTTOM CHORD. 4X4= —16 7-0-12 _I � 6-0-0 _I_l'0.0 _I ile 7-0-0 Over 3 Supports-- > R-331 U=180 W-4" 100 MPH WIND, 20.42 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL= 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 21-4-2 R-2721 U=180 2-10-3 18-9-14 R-214 U=180 PLT TYP. Wave TPI-95 L ALPINE Alpine Engineered Products, Inc. Haines City, FL 33844 FL Certificate of Authorization N 567 Design Criteria: TPI(STD) Ver: —WARNING •" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO HIS 91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE OR.. SUTIE 200. MAO[SON. YI 53119). FOR SAFETY PRACTICES PRIOR TO INSTITUTE. 583 0.ONOf0.l-Mr PERFORMING THESE FUNC11ON5. 011 E55 OTNfNET SE IROICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED **IMPORTANT«ANELFURNTSHOA COPY OOF HINT HDES I GN PTO PTHE YINSTALLATION OCONTRACTOR. ALPINE ENG WEER EO PROOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE YIIH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTAL ING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OT HERYISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. IRE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI /TPI 1.1995 SECTION 2. 5.01 0TY:3 T iIFP F_- *j AID' '* U 5� `:�� s�onsni HILLL1 E - T C L L 20.0 PSF T'C D L 7.0 P S F f. BC DL 10.0 PSF B C L I- 0.0 PSF T 0 T . L D . 3 7.0 PSF Scale —.375" Ft. R E F R 08 1-- 5 8 1 8 0 DATE 12123102 DRW HClISR081 02357185 H C -ENG C H 3 / MMA S E O N - 3353 -- ----- D L R . F A C . 1.26 FROM S C H SPACING 24. 0 " J R E F - 1 R Y T O8 1_Z 2 7 (47521-P72 3338E - C5GE) THiS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED 601 CHORD 2x4 SP #2 N ANYWHERE iN ROOF, CAT 11. EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND SPECIAL- LOADS CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.—I.25) SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. TC From 81 PLF at -1.00 to 81 PLF at 19.67 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BC From 20 PLF at 0.00 to 20 PLF at 18.67 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE REFER TO DRAWING HCUSR081 01306241 & 01306184 FOR STUD VERTICALS AND PROPERLY ATTACHED TO THE BOTTOM CHORD. f) BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL I WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 3 , DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 6 1— —1 6 18-9-14 2X4(A1) = 2X4(A1) 1H L�o l 9-4-0 I 9-4-0 _I 18-8-0 Over Continuous Support R-110 PLF U=54 PLF W-18-8-0 Note: All Plates Are W2X4 Except As Shown. Pl_T TYP. Wave TPI 95 Design Criteria: TPI STD Ver: 5.05 QTY:1 It1 1 R - Scale—.3125" Ft. ALPINE *•YARNING** TRUSSES 0.EOUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING [M STALLING AND 00. AC [MGI. PUBII$HED BY TPI (T0.U$$ PLATE INSTi /U TE. 583 D'ONOF0.f0 OR .. SUITE 200, NAD iSON. YI 53/19). F00. SAFETY PRACTICES DR I00. IO PERFORMING INE SE FUNCTIONS. UNLESS OTNERN[SE INDICATED, LOP CHORD SMALL HAVE PROPERLY ATTACHED SIRUC TU0.AL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. ••iMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE lNSfALLATION CONTRACTOR. ALPINE ENGINEERED PROW CIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THISDESIGN;ANY FAILURE TO BUILD THE !0.U$SE$ IM CONf 00. NANCE YI TH IP1: OR FAB0. [CAT LNG. HANDLING, SNIPPING. INSTALLING ANO BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE P0.0V15[ONS OF NOS (NARONAL DESIGN AN FO0.E5T AMO PAPf0. AS SOC IAI[ON) AND TPI. ALPINE SPEC IF ICAIIOM PUBL[$NEO BY THE AVER iCA CONNECTORS ARE MADE Of 20GA ASiM A553 G0.40 GAIY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO _ '(F� P. F 11 �`Y �r�.• I 1 C I_L 20.0 P S F 11 ' i ( i C D L 7.0 P S F Br. DL 10.0 PSF i BC LL 0.0 PSF T 0 1.I.D . 37.0 P SF R E F R 08 1-- 5 8 1 7 4 DATE 12123102 - DRW HCUSR081 02357175 IIC-ICCH3/MMA S E Q N - 3341 Alpine Engineered Products, Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER-- ORAYINGS 160 A Z.THE SEAL ON THIS DRANiNG INDICATES ACCEPTANCE Of PROfESSiOMAL ENGINEERING RESPON$IBILIiY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN1$ s�anintE� DiIR . F AC_1.2 5 SPACING S E E ABOVE J R E F 1 R Y T 08 1 _Z 2 7 ETaines City, FL 33844 FL Certificate of Authanzation M 567 COMPONENT FOR ANY PARTICULAR NUiLOiNG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION 2. 47521-P72 3338B - A6A) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2, W4 2x4 SP #2 N: 0 (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X6 (R) III 100 MPH WIND, 22.88 FT MEAN HGf, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. - (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE - SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X4 3X4: 6 f- 1 6 4e:: W2 W4 18-9-14 ,YR= 4X4(A2) = 2 X 4 III 2X4 III 4X4(A2) = 1-0 0 1-0-0 I 15-10-0 I 15-10-0 _I 0 d 31-8-0 Over 2 Supports R-1226 U=607 W'-4" R-1226 U=607 W=3.5" PLI" TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 _ OTY:1_ HI/ 1 E - Scale ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND iC L L 2 0.0 PSF R E F R 08 1 - - 5 8 1 6 3 BRACING. REFER TO NIB-91 (HANDLING [N$I ALLING AMO BRACING). POBLISHED BY TPI (TRUSS PLATE DATE 12123102 [Y STI T UTE. 583 O'ONOFRIII 00... SUITE 200. "AOISON. YI 53 T 19). FOR SAFETY PRACTICES PRIOR TO T C O L 7.0 PSF PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INot CATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED :.A-,F -- D R W HCU SR081 02357160 RU STCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY AfTACHEO RIGID CEILING. "•IMPORTANI++ FURNISH A COPY OF THIS DESIGN TO THE (MSTALIAT(ON CONTRAGfOR. ALPINE ENGiNEEREO Z y�P��iFIC,Ir' '• BC D L 10.0 PSF PRODUCTS. INC. SHALL NOI BE RESPON STYLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 'k'j N" �* B C L L 0.0 PSF H C - E N G C H 3 / MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN /� z S E O N - 14529 ALPINE SPECIFICATION PUBLISHED BY THE AN FOREST AND PAPE0. ASSOCIATION) AND TP [. ALPINE TO W TOT L D 37.0 P S F CONNECTORS ARE MADE OF 20GA ASIN A653 GR40 GALV. STEEL.. EXCEPT AS NOTED. APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A 1. INE SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEERING 3.7•N _ ti �Ai.-- . . -- --- OIIR . FAC . 1.25 FROM SCH Alpine Engineered Products, Inc. Hatnes City, FL 33844 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 SPACING 24. 0" J R E F - 1 R Y T 0 8 1 _Z 2 7 FL Certificate ofAuthonzationk567 ANSI/TPI 1-1995 SECTION 2. (41521-P12 3338E - A5A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N HOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5X8= 06 (R) % 100 MPH WIND, 22.67 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DI- - 5.0 PSF. _ (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH " 0.1280" GUN NAILS @ 6' OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X4 : 3X4� 6 1— 6 4��e(A) (A) 18-9-14 4X4 (A2) 2X4 III 3X8= 2X4 III 4X4 (A2) 5X5= 1.0.0 1�0�0 1-8-0 15-0-0 I I 15-0-0 _I 31-8-0 Over 2 Support R-1226 11=609 W=4" R-1226 U=609 W-3.5' 60 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 _ OTti':1 HI 1 E - Scale=.1875" Ft. �{ F1 L P I IY E ALPINE `"WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN ST IT DIE. 583 O'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL. PANELS. BOIION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. MPORTANT•• FURIISN A COPY OF TN IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RE SPONS IBtE FOR ANY UEYIATION FROM 1HIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COIF ORMS NIIM APPLICABLE. PROVISIONS OF NOS (NATIONAL DESIGN SP€CTFICAT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS A0.E MADE Of ZOGA ASTM A653 GA10 GALV. STEEL.. EXCEPT AS NOTED. APPLY CONNECTOR5 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER- 0 AWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING '(ER P /C "'� ."' y;tl�l�i:�, * �� ND. :* I¢ u_�,Z,,r S �LCAVD T L L L 20.0 PSF T C 0 L 7.0 P S F BC DL 10.0 PSF BC L L 0.0 P S F TOT . L D . 37.0 PSF REF R 08 1 - - 5 8 1 6 5 DATE 12123102 J DRW HcusROEsI 02351162 ------ H C - E N G C H 3 / MM A S E O N - 14524 011R. F A C . 1.25 FROM S C H -- Alpine Engineered Products, Inc. Haines City, FL 33944 FL Certificate of Authorization N 567 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1 1996 SECTION 2. SjplVAL --- SPACING 2 4 . 0 N J R E F - 1 R Y T 08 1 _ Z 2 7 47521-P72 33388 - H1G) ]HIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X4 (Al) L 1-OO 4X4= 3X4= 120 MPH WIND, 10.09 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT It, EXP B, WIND TCDL-5.0 PSF, WIND BCDL--5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MAST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4 = 4X6 (R) III 5 F— T 1 4-0 9-4-0 3X4 = 3X4 = 4X6 (R) III 3X6 III 3-0-0 —I_ 16-0-12 a 1 19-0-12 Over 2 Supports R=773 U=267 W=3.5" R=692 U-212 6 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 _ QTY.1 HI 1 E - Scale —.375" Ft. *"WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND I C L L 20. 0 PSF R E F R O8 1-- 5 8 1 7 1 BRACING. REFER r0 HIS 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLAIL [N SIITOT E. "13 O'ONOFRE DR.. 50[1E 200. MADl50N. WI 13119). FOR SAFEIY PRACTICES PRIOR TO PE RF ORNING THESE FUNCTIONS. UNLESS DINE RWISE IKOICAtED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7. 0 P S F DATE 12123102 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jER P, R "IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �y+f ,h` BC OL 10.0 PSF DRW HCUSR001 02357172 PRODUCTS. INC. SHALL NOT BE RESPONSE OLE FOR ANY DEVIATION FROM IRIS DESIGN; ANY FAILURE TO V,"" BUILD THE TRUSSES EN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND .r'� �- '* I B C L-I. 0.0 PSF H C - E N G C H 3 / MM A A L P I N E BRACIN" OF IN. SES. THIS DESIGN Co. FONMS WITH AP, LICA. LE PROVISIONS OF NOS (NATIONAL OESIGN SPFC IF IC AT TOM DUEL ISHED BY THE AMER TCA0 FOREST AND PAPER ASSOCIATIOtl) ANO TDI. ALD ItlE y: '� CONNECTORS ARE MADE OF 10GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T nl . L.D . 37. 0 P S f S E Q N - 14624 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER I------ IRAWINGS 160 A.I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D UR . F A C . 1 . 25 FROM S C H Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A` _ Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24. O �/ J R E F - 1 R Y T 08 1 _Z.2 7 FL Certi6caLc of Authorization # 567 ANSI / TP 1 1 1995 SECTION 2. (47521-P72 3338B - FT17) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TRUSS MFR. I I IOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N ! WEBS 4x2 SP g3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 11 TRUSS MAY NOT BE INSTALLED END FOR END. 1 0-7-0 REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL. LOAD. 0.5"I -6-0 —5-4- 5" TYP 3X6= 1X4 (R) = 2.5X4 2.5X4 = 2.5X4 = 2.5X4 = 3X6= J A' - 1X4(R) 2X4 III 1 X 4 III 2 X 4 III 0-1-6 —11-10-8 Over 2 Supports =j R=655 W=6" R-625 W=6" T 1-4-0 _ 8-0-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD Ver: 5.05 **YARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INST IIUT E. 683 D'OMOFRTO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR UC IURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -;IMPORTANT-- INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 :RAC THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS N11H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP IF IC AT ION PUBLISHED BY THE AMER [C AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AMC USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization k567 ANSI/TPI 1 1995 SECTION 2. No. HI/-/1/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOTAD. 55.0 PSF DUR-FAC. 1.00 SPACING 24.0" ®i mew Scale=.375"/Ft. REF R081--58181 DATE 12/23/02 D R W HCUSR061 02357160 HC-ENG CH3/MMA SEON 3365 FROM SCH JREF 1RYT081_Z27 47521-P72 3338B - FT18) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00) TC From 210 PLF at 0.12 to 210 PLF at 7.00 TC From 700 PLF at 7.00 to 700 PIF at 11.75 BC From 10 PLF at 0.00 to 10 PLF at 11.88 TC 2400 LB Conc. Load at 7.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL_ LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TRUSSES TO BE SPACED 24' ON CENTER. TRUSS MAY NOT BE INSTALLED END FOR END. �2400# 1X4 (R) = 8X8 III 3X4 111 2.5X4 III 2.5X4 21X4 = 0-7-0 1X4(R) = 4X4III 1.5X4Ill 3X4= 2X4III 2.5X4 = 2X4 III T 1-4-0 9-4-0 1 0-1 8 �-- 11-10-8 Over Continuous Support =j R-614 PLF W-11-10-8 Nate: All Plates Are W1X4 Except As Shown. V� PLT TYP. Wave TPI-95 Design Criteria: TPI STD Vet-7 5.05 — QT'�:1_ HI/ 1 E Scale —.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC L L 40.0 P S F REF R 08 1-- 5 8 1 8 2 OR ACING. REFER TO BIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 1P1 (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS_ UNLESS OTHERNISE INDICATED. TOP CHORD SHALL. HAVE PROPERLY ATTACHED TC D L 10.0 P SF DATE 12 23102 S I0. UC TURAL PANELS. B01 To CND0.0 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t P,. '•IMPORTANT"A FURNISH A COPY OF THIS DESIGN t0 THE INSTALLATION CONTRACTOR. AI PINE ENGINEERED 35-Eyp , BC OL 5.0 PSF DRW HCUSR081 02357181 PH "CIS. INC. SHALL NOT BE RL5PONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ( T ,y BU11.0 THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND *.��v N0. ;* BC L F 0.0 P 5 F N C - E N G Cli 3 / MM A ALPINE _ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN n _ SPECIFICATION PUBLISHED BY THE AMERiC AN FOREST AND PAPER ASSOCIATION) *NO IP I. ALPINE %_ 14" CONNECTORS ARE MADE OF ZOGA AST M A653 GR40 GALY STEEL. EXCEPT AS NOTED APPLY CONNECTORS f0 L*.N� T 0) . L D . 55.0 P S F S E O N - 3367 EACH FACE OF TRUSS. ANO UNLESS OTHERNI Sf LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S %`QL� -- DRAWINGS 160 A'Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �iO;i1�,. U U R . F A C . I.0 0 FROM S C H Alpinc Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Ss�a- Haules City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER �+^I SPACING SEE ABOVEJ J R E F - 1 R Y T 08 1 _ Z 2 7 FLcertlificateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2.