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HomeMy WebLinkAbout314 Appaloosa Ct - BR03-002748 - SFRPERMT ADDRESSa CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION!j PERMIT # -P DATE• PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE _07.CJA n 0 d y M 5-06-203 7:09AM FROM y1t{{1!0'•ra •_'. •1 Ir Y.YN>tY'1+`r1`M:)M:,.. .tire„.u. .. ,,., .... .•.1 ..... Permit p : 1.1 -/ - Job Address: -' I Description of Work: Historic District: C(TV OF SANFORD PERMIT APPLICATION Zoning: Value of Work: S Permit Type. Building— Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - a of AMPSIIGO 200 Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy CLlc. Required) Plumbing! New Commercial: a of Fixtures a of water & Sewer Lines tr of Gas lines Plumbinorw Residential: k of Water Closets _ Plutlabllag Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: -- Construction Type: N of Stories: a of Dwelling Units: Flood Zone: , (FEMA form requirod for other than X) am Parcel ts: Owners Name & Address: Ansel C- Contractor Name Address: rate License Numher n - , t •- ^r, / Phone &Fax: __4on = _r, T_- Contact Penon: _ Kct - : P—^ Phonu Bonding (' nmpany Address. Mortgage Lender. Address,: _ Architect/ Engineer: -- Address: Phone: Faa: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation hex commenced prior to the issuance of a permit "that all work will be performed to meet standards of all laws regulating cass auction in this jurisdiction. l undcrsand thol a separate permit mustbesecuredforELECTRICALWORY, 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 comphata with all applicable laws regulating construction andzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINC+ TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FTNANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORr RbCORDTNO YOUR NOTIC16 Of COMMENCEMENT. NOTICE; In addition to the requirement$ of thin permit. there may he additional restrictions applicable to this,properry that may be found in the public records of this county, and there tray be additional permits required fmm other govomnicrital entities such as water mariaQement districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requt(c is of Fi Il Lien w, FS Signature of Owner/Agent Date >irnature of Contrxtor! gent Date Print Owner/ Agent's Nanie Pri t onrruclorlA cnts Signatureof Notary- StarrFlnrid3e •$rate of Flora U re L>wn f/Aqum is .._ Yenunnny Known to Me ui. t,'umractnr/A,,cnt IS — V`renn:31 Known iv Mr yr PruJucvli It') _ produced 11) Al`I' LIC Al lOI Al'Fl(OvGD tiv 111dg: ------ ctttirtg: i:r1i1iic': _—_- :) _. twi.al AL I)atu) (Iniliai &: Dal<) ilnrt a1 1)atc) (I>.Ictl S 1)atc: Npccwl Coodltirnlz Marie A. Zettlemoyer Commission #DD221380 EX Tres: Jul 1520, 7 P Bonded ThrudinCo.. Inc. Atlantic 80ng w CERTIFICATE OF OCCUPANCY /_COMPLETION This is to certify that the building located at 314 APPALOOSA CT for which permit 03-00002748 has heretofore been issued on 9 09 03 has been completed according to plans and specifications filed in the office of the Building Officia pr'or to t e issuance of said building permit, to wit as complies with all the building, plumbing, electric 1, ning an subdivision regulations ordinances of the City of Sanfor and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled -lo1'O ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Subdivision Regulations Apply: Yes No APPROVAL bin FIRE: Inspected Sewer Lines In Sewer Tap Street Drainage Paved Maintenance Bond --- PUBLIC WORKS: Street Name - Street Signs _ Lights Storm Sewer Driveway Street Work na=i=x*=.I.'% r.l DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 11 03 03 01-APPLCTN FEE -ELECTRIC 11/18/03 01-APPLCTN FEE -BUILDING 10/13/03 01-APPLCTN FEE -MECHANIC 12/02/03 01-APPLCTN FEE -PLUMBING 10/28/03 02-ENGNG DEVLPMT FEES 10/13/03 01-FIRE IMPACT - RESIDENT 10/13/03 01-LIBRARY IMPACT FEE 10/13/03 DATE APPROVAL AMOUNT 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 314 APPALOOSA CT for which permit 03--00002748 has heretofore been issued on 9 09 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 10/13/03 279.61 01-POLICE IMPACT RESID 10/13/03 91.93 01-RADON GAS'TAX FEE 10/13/03 12.27 01-ROAD IMPACT FEES 10/13/03 847.00 01-RECOVERY FD/CERT. PGM. 10/13/03 12.28 01-SCHOOL'IMPACT FEE 10/13/03 1384.00 WD IMPACT:SINGLE FAMILY 10/13/03 650.00 SD IMPACT:SINGLE FAMILY 10/13/03 1700.00 yV, , z-(o l- B ILDING OFFICIAL DA CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job Address: Jot. Description of Work: t Historic District: 'Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing c Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Z 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 other than X) Parcel #: Owners Name & Address: Contractor, Attach Proof of Ownership & Legal Description) Phone: VRtvri may• — ' - 'State License Number:4U7] 3ti0*Jy't Phone & Fax: Contact Person: r-\Os L Phone:p Bonding Company: Address: Mortgage Lender: Address, Architect/Engineer: Phone: Address: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of 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'SAFFIDAVIT: 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 entities such as w^ managemeno icts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requiremet/s Of FliXida Lien Lacy, FS 713. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: INC. Signature of Contractor/Agent Date Print Contractor/Agent's Name c/ I Signature of Notary -State of Florida Date 61AR Contractor/ Agent is Personally Known to MY COMMISSION M g7r* EXPIRES: February 1, PDt)4 ProducedIDBondedPruNarypuWUtilities: Initial & Date) FD: Initial & Date) (Initial &. Date) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION Fa Inswanoe Company Use BUILDING OWNER'S NAME D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I314APPALOOSACOURT CITY STATE ZIP CODE SANFORD FL 32773 LOT 85, BAKERS CROSSING, PHASE 2 13UILDINU USE (e.g., FiesiderM, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): W or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NRP COMMUNITY NAME & COMMUNITY NUMBER 82 COUNTY NAME 133. STATE SEMANOLE COUNTY 12M SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PALL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONES) 99M AO use depth o(boft) 1202940045 E 4117195 4117195 A 24B B10. Indicate the source of the Base Flood Bevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Com munfiy Ddiermined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: Z NGVD 1929 0 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Ctierwise Protected Area (OPA)? _ Yes 0 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevation are based on: Construction Drawings* Building UnderConstruction' ® Finished A new Elevation Certifies will be required when construction d the building Is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building fo which this certificate is being completed - see pages 6 and 7. 1 nodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR1A1-A30, ARIAH, ARIAO Complete Items C3.a4 below according to the building diagram sped W to Item C2. State the datum used. If thedatumis diilferent from the datrunused for the BFE in Section B, convert the datum to thatused for theBFE. Show field measurements and datum conversion calculation. Use the space provided a theComments area d Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes 0 No o a) Top d bottom floor (induding basement or enclosure) 29. §.fL(m) ' o b) Top d nexthigher floorNIA. A(m) o c) Bottom d lowest horizontal structural member (V zonesonly) NIA. A(m) o d) Attached garage (top d slab) 29. Qft.(m) o e) Lowest elevation of machinery andlcr equipment servicing the building (Describe in a Commentsarea) 28.8 fL(m) o f) Lowest a4aoarnt (finished) grade (LAG) 28.51L(m) N n g) HOW a4acent (finished) grade (HAG) 28. 8 fL(m) o h) No. d permanentopenings (flood vents) within 1 It. above adjacent grade 0o D Total area of allpermanent openings (flood vents) in C3.h Qsq. in. (sq. on) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fineor imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATEILO, JR. LICENSE NUMBER : 49M TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E SOUTH ST -ENATE 1A ORLANDO FL 32803 zw ( 407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: Intime spade, copy the corresponding infonnadon from SeddonA ForInwm Company Use: BUILDING STREET ADDRESS (Ind x" Apt, Una, Suite, andror Bkfg. No.) OR P.O. ROUTE AND BOX No. poky Number314APPALOOSACOURT CITY STATE ZIP CODESANFORDFL32773 NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION tCONTINUEDI Copy both sides of this Elevation Certificatefor (1) community dkiaal, (2) insurance agenflcornpany, and (3) buildingowner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN AiC UNIT LJ Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and Zone A (without BFE), complete Items E1 through E4. If the Elution Cadcate Is intended fa use as supporting information for a LOMA or LOMR-F, Section C must becompleted. Ell. Building Diagram Number _(Select thebdkflng diagram most similar to the buildinng fa whirl this mica is being compleled —seepages 6and 7. ftnodagram aocurateiy represents the building, provide a sketch orphotograph) E2. Thetop ohthebottomfloor (inducting basement orenclosure) dthebuilding Is _ t(m) _h(crn) above or bekm (check ale) the highest adja wt grade. (Use natural grade, I available). E3. For Building Diagrams 6-8with openings (see page 7), the next higher floor orelevated floor (elevation b) ofthebuikNng is _ ft.(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front dfomn. E4. The tap d the pfabirn dmachinery ar dlor equipment servicing the building is _ ft(m) _in.(cm) above or below (check are) the highest adjacent grade. (Use natural grade, ifavailable). E5. For Zone AO only. ff no flood depth number Is available, is the top of the bottom floor elevated in accordance with the comma nitys floodplan management ordinance? CI -Yes 0 No Unknown. The kxel dficial rustce * this informa6ar in Section G. SECTION F - PROPERTY The property owner orowner's authorized representative whocompletes SectionsA. B, C (Items C3.h and C3.1 only), and E forZone A (without a FEMA4sued or community - Issued BFE) orZaneAO must so here. Thestatenv* th SectionsA, B, C, arrdEore cared to thebetdmyIv owledga PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS R': 7 SECTION G - The local official who is authorized by law or ordinance to adm! nMw the oomrmnitys tloodplain management ordnance can complete Sod ons A. B, C (or E), and G ofthis Elevation Certificate. Complete the applicable items) ail sign below. G1. [ I The thfamation in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or arctdtectwho is authorized by state or local law tocertify elevation irnfomnation. (indicate the source and dated theelevation data in the Commentsarea below.) G2. A communitydTiial completed Section E for a building located in Zone A (without a FEMA4ssted or carnuirI ly issuedBFE) or ZoneAO. G3. The fioNowing inks malforn (Items G4-G9) is provided for community floodplakr management purposes. G8. Elevation d as -builtloweist floor (induding baserrrenl) d thebuilding is: ft,(m) Datum: G9. BFE or (in Zone AO) depth d flooding at the building site is: _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if allaich nerds FEMA Form 81-31, January 2003 Replaces all previous edftions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 85, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, 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). 1 I" 3SCALE 0 15 30 P08 LOT 87 TRACT "B" OPEN { AREA S89'35'18"E 50.00_ I --------- LOT 85 U) O 0 LOT 84 ONE STORY CONCRETE BLOCK o LOT 86 W c RESIDENCE p• FINIS5H FLOOR ELEVADON-29.52 oo axL LLJs a0O O O COVERED 0 ENTRY 5.0' O Z 15.0' 4 ';:': a 20.0' 0' 5.0 3. CONCRE E; DRIVEWAY I; 10' UTILITY EASEMENT;"'' lb- N89'35 18 1 1 ryl I SIN 270.09- _ §: ---A ' N8935'18'W 50. TRACT 'A' CENTERLINE OF RIGHT-OF-WAY APPALOOSA COURT 50' RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I . LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-2-04. 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 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN OF 100 YEAR FLOOD PLAIN, ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 85 AS BEING SOO'00'00" E PER PLAT. FIELD DATE:) 10-24-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB N0. ASM42305 DRAWN BY: 2-2-04 CKB TOARD 10-31-03 CKB PLAN 08-G6-03 SDO 92.79' 362.88' LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 1 1 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P PER PLAT M MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CVP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE FND 1/2'IRON ROD AND CAP LB 06393 (02/04/04) Q FND NAIL AND DISC LB 06393 (02/02/04) 0 LBTI3931(ONRO 04) D CAP CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE 10 IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472,027, FLORIDA 2-4 FOR THE FIRM WILLIAM R. MUSCATELLO JR. PSM#4928 DATE32801- (407) 426-7979 CITY OF SANFORD P)ERM1T APPLICATION .. Permit # ...16 - 7 4 Date: ` ' u` 77 Job Address: Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pwl Electrical: New Service - # of gDv1PS Addition/Alteration Change of Service Temppt'lliry Pole _max" __ Mechanical' Residential Non -Residential Replacement New (Duct Layout & Energy Clip Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/Now Residential: # of W 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 ohiter than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: _ Contractor Name & Address: TMATR pWAPRM Z AYR /+1lifiM _ Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Licen-seT.Number G. _ DRUMOtlJJtrr7tA4J+ Pial i rsrav © ri 15..c Phone: Fax' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards ofall 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 AFF112AVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable. l:,ws t cpidating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOI M PA; ANG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Wi M YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to thi prgpirty, that y be f d in the public recoyds of this county, and there may be additional permits required from other governmental entities such as water e t di 'cts, s a cies, of fr.deial grncies. Acceptance of permit is verification that 1 gill notify the owner of the property of the requir is of 1, orid 1CRt" 713. DE 0 2 Signature of Owner/Agent Date S' I of Co or ate BER G. DELLd Print Owner/Agent's Name Alnontract,,, . gee is N e Mfi 19 Signature of Notary -State of Flonda Date ure of K,,_rv-State of Flonda Date Owner/Agent is — Personal)% Known to Me or Contractor/As;-.::; Perwnah, Known to Me or Produced ID Producec APPLICAI ION APPROVED BY: Bldg: Initial & Date) Zoning. Initial & Date) FD: initial & Date) (It>+uaD t 17CCial Conditions: t J !n 10-03-203 9:52AM FROM P.1 7 CITY OF SANFORD PRANUT APPUCA77ON Permit # UU,./ Job Addres ;: 1``i Description of Work: Historic District Zoning 'Value ofWork. $ ' 40r OA e w V'©t'•r.q Permit Type: Building Electrical ,i.,-, Meohdhical Plumbing Fire SptinUedAlarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of service TemporaryPole _ Mechanical: Residential _ Non -Residential _ Rephimmeni New (Due Layout & lrncW Cale, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gras Lines Plumbing/ Now Residential: # of Water Closest Plumbing Repair —Residential or C minercial _ Occupancy Type; Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling ilnits: Flood Zone (FEMA form reanlred ror other than X) r.. rscaeanax•Ra Parcel n: Owners Name & Address: Contractor Name & Addrese: Phone & Fax: iP Bonding Company: Address: Mortgage Lrndcr: Address: Architect/ Engineer: Address: Attach Proof of Ownership & Legal Phone• ''' G•l- ,F''''•7 - S%'/cr / _ . State License Number: E 0 Person: 0eyeyle f5D &jz': / Phone: 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 oomtnonood prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACE$, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. QWNEB' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in oomPliante with all applicahle, l,tw,; ,rguladnS constructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINi, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LBNDP,R OK AN ATTORNEYBEFORE. RECORDING YOUR NOTICE OF COMMENCEMENT. NOTtQ: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required from other government*] entities such as watar management districts, state agencies, or federal agencies. Acceptance of permit is Yerificetion that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 71 Y signaturc, ofOwner/Agent Date SignuvreofContractor/Agent Data: Print Owner/Agcnt ¢ Name Signature of Notary•State of 1•londa Date Owncr/ Agent is ----Personally Known to Me or Produced ID _ .. APPLICATION APPROVE U BY: Bldg: Special Conditions: Print k, etor/Agent's Na a t$ nitture ary•Statt of FI Vale Contractor/ Agent is _zPersonally Known to Me'_ +t * Commiaalprl DOMS61 ProducedIDT >• nd° E*fte INay 17 Y007 Zoning: Utilities: FD: initial & Date) (Initial & Date) (initial &pate) (initial & Date) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200.r ELEVATION CERTIFICATE Irrig2dat Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION FalrauramxeComM use: D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. XXXX APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (L.at and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 85, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments anxk Itnecessary.) RESIDENTIAL. LATITUDKONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): W - ##' - ##.#W' or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SEMiNOLE COUNTY 134. MAPAND PANEL 137, FIRM PANEL B9. BASE FLOOD ELEVATIMS) NUMBER B5. SUFFIX B6. FIRM N)EXDATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE($) Zone AO, use depth Of lbo ft) 120289()045 E 4117195 4117195 A 24.5 B10. Indicate time source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined B11. Indicate theelevation datum used for the BFE in 139: ® NGVD 1929 1312. Is the buildinci bated in a Coastal orOth Wse C - BUILDING ELEVATION 0 Other (Describe): NEAP HILER ENGINEERING. INC. NAVD 1988 Olher(Desaibe): aed Area (OPA)7 Yes 0 No Destination i C1. Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate "I berequirW when construction of the building is oomplete. C2. Building Diagram Number 1(Selectthe building diagram mostsimilarto the building farwhich thiscertificate is being completed - see pages 6 and7. Kno diagram accurately represents the building, provide a sketch or phctogr#.) C3. Elevations -- Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, AR/AO Complete Items C3.a•i beloNv according to the building diagram specified in Item CZ Statethe datum used. Ifthe datum is different from ft datum used for ft BFE in Section B, convert ft 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, todocument the datum conversion. Datum Conversb rIomments Elevation reference mark used _Does the elevation reference mark used appear ontine FIRM? Yes Z No o a) Top d bottom floor (including basement orenclosure) 29. Qfl.(m) o b) Top of next higher door WA. ft.(m) o c) Bohan of lowest horizontal stnxtiurai member (V zones only) NIA. _ft(m) V o d) Attached garage (top of slab) WA. _fl.(m) o e) Lowest elevation of machinery ardor equipment servicing the building (Describe in a Comments area) WA. R(m) o f) Lowest a4aoent (finished) grade (LAG) NA. k(m) o g) Highest e4acent (finished) grade (HAG) WA. k(m) o h) No. of permanentopenings (flood vents) within 1 fL above a4acentgrade4 o Q Total area ofall permanent openings (flood vents) in C3.h 0. sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may bepunishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTR sTREE,TATE.104 . I , An ORLANDO FL 32803 911603 (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the Fo pondin infondon from Section A. ForIrhs<M%s Canp>nrhyuse: BUILDING STREET ADDRESS (kxk d V Apt, Unk Sub, andlor Bldg. No.) OR P.O. ROUTE AND BOX N0. Poky N. mber' 0=APPALOOSA COURT STATE ZIP CODE Comp"Comp"NAB Nhxdhber CITY SANFORD R Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUoompany, and (3) building Mo. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL, here I SECTION E BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (W HOUT ttwE) Forzone AO and Zone A (withmABFE), competeItemsE1 through E4. Hthe Elevation Certificate isintended for useas supporting information fo• a LOMA or LOMR-F, Section C must be wed. El. &Ong Diagram Number _(Select the building dflagram most similar to the building for which this certficale Is being —seepages 6 and 7. t no diagram accurately represents the bunkft provide a sketch or photograph.) E2. The topofthebottom floor (inducing basement orenclosure) ofthe bt it ding is — ft.(m)—in.(am) above or below (deck she) the highest adjacent grade. (Use naturalgrade, ifavailable). E3. For Building Diagrams 68 with openings (see page 4 the neat higherfloor• a elevated floor (eleva ion b) d the bndlhg is — il(m) _ah.(cm) above the highest adjacent grade. Canplete items C3.h and C3.i on fiont of tam. E4. The top of the pleibm of machinery arndlor equipment servicing the bung is — t(m) _in.(cm) above or o below (check one) the highest adjacent grade. (Use natural grade, if available). E5. ForZoneAOonly: Ifnoflooddepth number is available, isthetopof the bottom floorelevated In accordancewith thecornmunitys floodplain management ordinance? in Section G. Yes The oral The property owner or owrds authorized who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FF_MA4ssued or community - issued BFE) or Zone AO must sign here. The sWemanis in Sed m A, B, C, and Eare correct to the best ofmy knowiedga PROPERTY OWNER'S OROWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE nnusAenite Thelocal dficial whois authorizedby laworordinance toadminister'the eommunitysfloodplainmanagement adnance can oonpleb Sections A, B, or , Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken tram other d0CUn "I0n that has been signed and by alicensedsurveys, engineer, orarchitectwho is autxxized by slate a local law to certify elevation information. (Indicate the source and date a hie erevaoon ears u, u>e ua, w 21 060 UMM•, G2. Acorxmunity official completed Setdon E fora building located in Zane A (without a FEMA^issued a common ly-IssuedBFE) a ZoneA0. G3. The following information (items G4-G9) isprovided forcortxru* floodplain mamagerment purposes. G7. This perrlt has been Issued for 0 New Construction SuWantial Improvement G8. Elevation d as4xA lowestfloor (inducing basement) d the building is: _ —ft.(m) Datum: G9. BFE or (in Zone AO) depth d flooding at the building site is: ' LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81-31, January 2003 Check here ifattachments Replaces all previous editions 1 C, 4P_Ia__CX- 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 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE CITY BK 05052 PG 1526 CLERK° S # 2003181214 RECORDED 10/08/2003 IW5509 AM REC ORDIN S FEES 6.00 RECORDFD BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of proppertyy: Lot(s) 85, 103, 104, 105, and 106 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, 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 ofthe 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 asprovidedbySection713.13(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 inSection713.13(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 adifferentdateisspecified): D.R. Horton, Inc 0 by: /GUr'---- Robert awson, tstant SecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this LO day of C .2003byRobertA. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Publie, State and County Aforesaid OFFt PATRICIA COULTONNOTARYPUBLICSTATEOFFLORIDACOMMISSIONNO. DD134330MYCOMMISSIONEXP. ULY 26 20% Notary Seal CERTIFIED COPY MARYANNE MO'RSE OLERK OF CIRCUIT COU INEM M1 1- Z- of." MY tat FRM OCT 0 8 2003 Permit # : Job Address: Description of Work: ZDi— PK Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool L Electrical: New Service — # of AMPS Addition/Alteration Change of Service _ Tempor*y Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/,New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential - V/ Commercial Industrial Total Square Footage:' rr Construction Type: # of Stories:_ # of Dwelling Units:. Flood Zone: (FEMA form required for other than X) Parcel #: Owners I Address: Bonding Company: __ t4N Attach Proof of Ownership & Legal Description) Phone: Address: Mortgage Lender: Address: Architect/Engineer: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OMF,FVS: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning, 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, them may be additional restrictions applicable to this property that may be found in the public records of this county, and theta may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p i v 'cation t I will notify the owner of the property of the require en o Florid 713. Signa re o Owner/Ag Date Signature of Contractor/Agent Date Print OwrlFnj &cnt's panne PA APPLICATION APPROVED BY: Special Conditions: COULTON rATE OF FLORIDA Zoning: tial & Date) ( 01- ; Print C t /Agent's — Signature of Notary -State orida Date Obi 9 PATRICIA COULTON NOTARY t r,nCContract /Ace !"t tiD Pro uq,l 134$3p Utilities: FD: Initial &Date) (Initial & Date) (Initial & Date) S2r CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE N (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) SERVICE: ADDRESS_ 314 I-AX It (407) 328-7367 M.AII..1NCi A!>DRESS(o2rp___ TURN ON DATE SINGLE FANULY RESIDENCE MULTI -FAMILY RESIDENCE0wv%z-y- f A- COMMERCIAL ' Cpv WO R K# 14 G--T.` I O ) SOCIAL nnSECURITY## Q4 HOME# OWNER OF PROPERTY DR. -1"w-' 1 AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESSAii I MI i r penI -r,-A .. ... DO NOT WRITE 6ELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ CUSTOMER# OTHER FEES $ LOCATION# LAST BILL READ TOTAL $ THIS READ_ CSR 0ATl_ Y D O I Nearby name and Limited Power Of Attorney Craig Coulton and +t'GL 1!..C( each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and pply The Building De t. of: san r For a residential permit for work to be performed at: Lot # : ram' Subdivision : CrC) 5S I V) Address: L- - And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instr me t was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally now to me. State of Florida J rC%L NOTARY SEAL . . PATRICIA COULTON County o Oran NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD13A330 MY COMMISSION EX!'. DULY 26,2006 Not Public Signature Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # SUBDIVISION: BAKERS CROSSING ADDRESS 4- BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT Sri Ue 6d fr j J CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footar sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan Indicating interior wall partitions and room identification, room dimensions, door, window, andlor opening sizes, smoke detector, location(s), landings, docks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part S) p C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. p d. Cross sections all wall sections to be used In the structure. Bearing non -bearing inter and exterior. Show all components of wall section- 0 e, Framing plan for floor Joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. p h. Square footage table showing footagest 4A2 S.F. GarageVCarports— Porch(s)/Entry(s) S.F. ' Patlo(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: p a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE 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 beams - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10, Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or callings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATES SIGNATURieoI3y0wwIrA u4AVt) Mawr coN-r.OL_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contract Number Address_( Clty/State/Zip_t., u",A O, 3 . Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: --__2 1 5 Ogp—, (C SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: "ftz-t9T- DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex willwarrantthestructure(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 paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVETHERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date --Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedInliteratureprovidedbyDowElancot1. 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; and4. during those years, inform the Customer of: It. any new or Increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andC. 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 SePretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditinsoficonthisagreementforerquarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, 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) batted 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 andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyingInsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMANypTD, OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR pURpOSE OR W ARRAINTES, OFFURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACTOR PROMISE RELATING TOWORKMANLIKE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kindandInno, event shallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult it physician if necessary regarding any affects the Property treatmentmayhaveand (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any-ailergy or. sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. I. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS- The Customer understands that: All componentsoftheSentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, 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. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System A. Apex wilit (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(notet Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of it 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, andt (5)retrieve, or advise Dow'Elanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components, and; (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the initial Installntion. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by 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 is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and 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. to 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 fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, stt kes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termlte damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder. Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all tht provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators vil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis 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 an( 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 lnstallatlon, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to PropertfromsubterraneantermiteActivity. 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 writing tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identifiePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection, whether the Inspection was requestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area08SPlumosaSt. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510407-459-2847 407.858-0540 813.221-2847800-929.2847 888.764-2847 877459.2847 Permit # : d I Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: 3 q o Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # ofWater & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wa osets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: _L # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel C. V Z `' Attach Proof of Ownership &Legal Description) Owners Name & Address: D_J!_ W6e7JMJ 1 WC to 2." WA LIL L-T 1 tJ L M A rI CN s+dk i n Q _ Contractor Name & Address: Phone & Fax: 46/- Bonding Company: Address: Mortgage Lender: Address: Architeet/Engineer: I A Phone: Address: Fax. Application is hereby made to obtain permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, eta OWNER'S AFFIDAVIT: I certify that all ofthe 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 ofthiscounty, and there may be additional permits required from other governmental entities such as watermanagement districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contrac gent Date Print Owner/Agent's Name Print Contractor is Name Signature of Notary -State of Florida Date re of Nota o Flori Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial ate) Special Conditions: Contractor/Agent is -)t Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) POWER OF ATTORNEY / LETTER OF AUTHORIZATION DATE 3 Iq Lo 4 I HEREBY NAME AND APPOINT 0 4QAS 1'A'1 , OF ` TO BE MY LAWFUL ATTORNEY IN FACT TO ACT AND APPLY TO THE Ste (70(Ub BUILDING DEPARTMENT FOR A CQ NG , PERMIT FOR WORK TO BE PERFORMED AT LOCATION DESCRIBEDAS: 31 q I r cx sf C SAiFug , G t• 3 ZTl l OWNER: SCE bfR ( 0 AS WELL AS TO SIGN MY NAME AND DO ALL OF THE THINGS NECESSARY TO THIS APPOINTMENT. 50Y.b L I a qvfft 6C L - t 0 4 NAME OF CERTIFIED CONTRACTOR LISCENCE NUMBER r SIGNATU CERTIFIED CONTRACTOR THIS FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS Z( DAY OF 7924 BY Bft C 1 WHO IS PE= --- TO ME. TARY................................................. N,w"''+a JASZON KiR$Y Commission * DCl0215979 = Expires &2712007 sanded through PRINTED NAME OF NOTARY 800-432-42as) Florida Notary Assn., Inc. a.....................: MY COMMISSION EXPIRES PARCEL DETAIL F I( ' Back O WAY minc4r c: nt% PALOOSA Cr t lilt it, 14rat St. 110td Ml.31,771 7-At'4-7 ;CBS 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-0850 Tax District: S1-SANFORD Number of Buildings: 0 Owner: D R HORTON INC Exemptions: Depreciated Bldg Value: $0 Own/Addy: STE 102 Depreciated EXFT Value: $0 Address: 6250 HAZELTINE NATIONAL DR Land Value (Market): $6,310 City,State,ZipCode: ORLANDO FL 32822 Land Value Ag: $0 Property Address: 314 APPALOOSA CT SANFORD 32771 Just/Market Value: $6,310 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $6,310 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $6,310 11 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $132 WARRANTY DEED 09/2003 05061 1697 $313,000 Vacant 2003 Taxable Value: $6,310 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 85 BAKERS CROSSING PHASE 2 PB 62 PGS LOT 0 0 1.000 6,310.00 $6,310 97 - 99 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. t u._ PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 85, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, 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 87 j TRACT B" `-" OPEN I I AREA 1 5t. ry I LOT 85 17 40.0• r OOr LOT 84 ONE STORY 1" ^30' BLOCK o CONRESDIENCE LOT 86 GRAPHICSCALEIcy - LLI p• FINISH FLOOR w xpa L J 0 15 30 p ELEVATION-29.52 nu O O 00O COVERED O ENTRY 5.0' O Z 1s.o' .... c zD.o V) 3.0' s.o CONCRETE:, DplvFwnrs EASEMENT;-'-, 10' UTILITY N89'35 18 W 50.00 I NI a grl N89'35'18"W 362.58' TRACT "A" CENTERLINE or APPALOOSA COURTRIGHT-OF-WAY 50' RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-2-04, 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 F3.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN OF 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 85 AS BEING S00'00'00" E PER PLAT. FIELD DATE:) 10-24-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY. Si JOB N0, ASM42305 rINAL 2-2-04 CKB ORMBOARD 10-31-03 CKB DRAWN BY: LOT PLAN 08-06-03 SOO LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 1 T 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P PER PLAT M MEASURED FNO FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING Sc MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 FND 1/2"IRON ROD AND CAP LB #6393 (02/04/04) Q FNO NAIL AND DISC LB #6393 (02/02/04) O LBT/63931(02/02//04OD )ND CAP CNA CORNER NOT ACCESSIBLE o DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA 2-4 FOR THE FIRM WILLIAM R. MUSCATELLO JR. PSM#4 28 DATE 0212612804 22:55 0000800000 DATE, STORE a. JOB# 5-/5 5 I AT-HOME SIE*Vlc!l LEAD 4 0000:0008000 PAGE 11 PROPOSAL AND CONTRACT Tbt Boom DWot, A04 -, Svr-ri 1VK*"Lwt. Sane G Tw9w InIvis. M19 Caaww' Aftin ": $41111I-W4221 Limm . 0106VI CA: GM11; FL- MCISM93 K; IIMIM* OR: 15w: SC: RS); W OMI; VA! " 1506111,11k *Lt WE MM3 ptow' sWERSNAME 5C- 6 r '51 Av Sol C" Meft aus A 5—, 5,+.J Ft) FTAT& 2M F1 ` 37 -7 IS V" b ST'WV A00ftS5, IF 0)601EW I MY STATE . V 5I4XI9Xt$ C145 _Tyk.LATIO c CHECK MEW TO of 0 C+IAIN UNK FENCE D = T1 LRSOM FENCE 0 OTHER-. 1 .1 ON PRO-OSAL 0 ALUMINVIIA ORNAMEWAL AWL FENCE TYPE FENCE:2 bA 00-') 14IAeD SPECIFICATM: 01101411 HeVN: 0 FaMe aWow slope of W"W Walk GM: Drive Gets: top me w be X118"I (cumw 0" Uw low spats loot) Wire Nuge: Cj Knuckle Up C) Barb Up Fer1w lo lollow comuf of Diameter Too Rai: — Diameter Terminal Posi_ Wound (bottom of W" to ba)n DiarneW Line Post: — Line PostSpa": comact with groond) f3 Fence to be liml With highest a: A. 6641 $ Ali a grade jousiomf may fol in lowspots later) A) Fence to level with lowest Waite fV-WOhkwj in high $pDtg) Lj Fenceto be IrM and sot Wade ( Irench4v in nigh WA A zw— ar wg "M•7—r- - 31X b custormt may ft in IDW SP* FENCE DIAGRAM KEY, FENCE LINE TO BE ERECTED: ttittittativion bo TIE- ONS; x 10M TERMINAL POST 0 EXISTING PENCE: f r------- BUILDINGS: I WALK GATE: 0 DOUBLE GATE: RESPOWAMM 01F PURCHASM: I wree So localeand 'Or" llteeasaments and alLrdwwwnd cables aft Apes. 0 any service ny ma, plo"Ut addressisstft)w to a earrw 4*01 1 gnoumbI. n.= DOW ~ inSteil"on, I agM to Worm The Home DOW prior 10 instskaw, I Mal W ft k"fion ol ft lance describedin this proposal Iwill aW The Home Depot iw ON coats in with by any It" party about ft location am of "k of fit any special work doecrlbW in Wft UNOUAL C 02XTXM,: Iagm Inat The Home DeW has ft right to make Wft hinder 0* JIMW&W. Such unutiml Wound wIdItions may berook Owmalf". ryas MOS, and W. f Mlar ato uftbetattly mVkft One kwalaakiDn *a be NoW on, additional Ww, OW"wil ON Malarial ovals. CASH PRICE:$ A= — Appr..-d. %ftr** Par.: s fray wry wro be METHOD or PAYtxw (rife a*& jeans and wnWom, it qWksbie. wepv.AW on a separate dwwwrit) Price, wW for Oww 00) MYs. n cwh: payments as loilow s 110" PHONE It VISA AMEX DISCOVER AUV*rftd Car0h~s 91110111111111011'. Lap. Dow 0 Hartle Depot Eittentled Crodal SUBMITTED BY APPROVED By REPRESENTATIVE MANAGER Vwa. #0 ow wjs) at the orentim Messy atwe (We"" In 10woughm as 'PVronawti)") ~ to coniract two The Home 0 Depotto I~ and arrange for " delivery and J'aholi to nt, r" y ocor" to Pro above SpecillclOWS THE TERMS AND CONDITIONS OF T"IS V.WsctAGREEMENTARE COAT A OF SPOUSE'S PURCHASER'SSIGNATURE: SPOUSE'S SIGNATURE: DATE: YOU, IMF PURCHASER, MAY CANCEL THIS TRAMISACTION AT ANY IliaPRIORTO MIDMGW OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS AGREEMENT SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS ROOT JJ- PLOT PLAN DESCRIPTION: LOT 85, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 85 CONTAINS 5507 SQUARE FEET t THIS STRUCTURE CONTAINS 2379 SQUARE FEET t 11 TOTAL CONCRETE 609 SO. FT. t i I TOTAL SOD 2519 SO. FT. t TRACT "B" OPEN AREA 1 CRAP 41 AI 0 15 30 POB BUILDING SETBACKS FRON T: 25' REAR: 20' SIDE: 5' CORNER: 15' ML W: 50' PREPARED FOR: D.R. HORTON LOT 84 270.09_ CENTERLINE OF_/ RIGHT-OF-WAY 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 T14E CONSTRUCTION OF HE 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 1202 DEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 85 AS BEING SOO'00'00" E PER PLAT. FIELD DATE:) REVISED: SCALE: I" a 30 FEET APPROVED BY: SJ JOB NO. ASM42305 DRAWN BY: LOT PLAN 08-06-03 SDO LOT 87 50.00' S89'35' 18"E 40.0' 40.0' W PROPOSED MODEL 1965 W 0 FINISHED FLOOR ELEVAnoN.29.0 toO0 LOT 86 O 0 C) o LOT 85 A/ o 0 DRAINAGE TYPE A Z N COVERED ENTRANCE 5.0' 1a_B' 4 20.0' 5.0 ILE DRIVE.''ti' rl 10' UTILITY EASEMENT'c;,,: N89'35'18"W - - I 50.00' I-pp101nIN NNSIII1 - _ 92.- - _ _ ---- gC N89'35'18"W 362.88' TRACT "A" APPALOOSA COURT 50' RIGHT OF WAY 1 LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE PDB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE XX X PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PO PLANNED DEVELOPMENT CONCRETE a DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK COW CONCRETE BLOCK WALL S/W SIDEWALK RP RADIUS POINT PCPB PLAT BTOOKPAD CS RADIUSCONCRETE SLAB NP p GCR GTH NATURAL GRADE R/W RIGHT-OF-WAY SO. FT. SOUARE FEET ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LANDto2. 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. RICAN SURVEYING & MAPPING I ' ICATION OF AUTHORIZATION NUMBER LBp6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 WILLIAM FOR THE r fIRM PSMy49 8 DATE GAASM421ASM4=6.dwo. 9/7/2003 4:40:39PM MIA A MIAMI-DADE COUNTY, FLOW[ METRO-DADE FLAGLER BUILDR PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFI METRO-DADC FIAGl.i R i1UILD& 140 W1:S•r FLAG IXR S•I'ttr-.TI•, SUrIll. It MIAMl,1-1.ORIDA 33130•1; 305) 375-2901 FAX (305) 373.2 WtIr •ItACCUtt LICENSING NKC"rl 305) 375.2327 VAX (303) 375•: co,N'rtt,wrott Imp-ta't 303) 375.296E VAN (305) 373.2 raouuc: r cwcruot. utvt t 305) 375.2902 VXX (305) 372.E Your application for Notice of Acceptance (NOA) of Etttergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal, Door under Chapter 8 of the Code of Miatni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-Dac County Building Code Compliance Office (BCCO) under *the conditions specified herein. This NOA shalt not be valid after the expiration date stated below. BCCO reserves the right to secure t produc r material at any time from a jobsite or manufacturer's plant for quality control testing. if I prodAt or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use'of such product or material immediately. BCCO reserves the right to revoke this approval, if 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. c-' ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Ratu tcoangucz Chief Product Control Division THiS iS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECif iC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Bu•Ildi Code and Product Review Committee to be used in ivliami-Dade County, Florida under the conditions forth above. Francisco J. Quintana, R.A. Director Miami•Dadc Comity APPROVED: 06105/200i Building Code Compliance Oflic x 13 My OF Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES : April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepts designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Insiving Clazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folio% idocuments: Drawing No 31-1028-EW-I, Sheets i 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 Coy Product Control approval stamp with the Notice of Acceptance number and approval date by Miami - Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3. 1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sin.-Ic door units shall include all components described in the active leaf othis approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overhang such that the 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 arcs arc designed to accept water infiltration. 4. INSTALLATION 4. 1 The residential insulated steel door and its components shall be installed in strict compliance .wit the approved drawings. 4. 2 Hurricane protection system (shutters): the installation of this unit will require a hum, arotection system,. 5. LABELING 5. 1 Each unit shall bear a permanent label with the manufacturer's panic or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PERNiIT.REQUIREINIENTS 6. 1 Application for building permit shall be accompanied by copies of the following: 6. 1.1 This Notice of Acceptance 6. 1.2 Duplicate copies ofthe 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 Official or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Manu 1 Pcrc2, P.E. Product Co CExam Product Control Division PretMdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXkRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l . Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddcl 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 feel and granted by this office. i. Any of the following shall also be grounds for rcmoval of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and odier 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 ofthis 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 THIS ACCEP"ANCE Manu Pcrcz, P.E., Product Conte xarn Produ 'nntrol Division cop-M-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing x XX. OXXO 2'D" 2'6" 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 210" (Application Filed) 3'0" 3V Not Listed Not Listed 2'8" + 1'0" 2'8" + 1'2" 210" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO2'10" + 17" TO" + 1'0" 3'0" + 1'2" I'll" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 2' 10" + 1'0" 1'2"+28"+17' 1'0" + 2'8" + 1'0" IT r TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17" 2'6" + 2'6" + 21" 2'8" + 2'8" + 2'8" 2'l0" + 2'10" + 2'10" 3'0" + TO" + TO" 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 210" + 2'10" TO" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 21" + 2'8" 2'10" + 2'10" + 210" + 2'10" TO" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local bui'ding codes specify the edition required. 5 Masonite Internrional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade OCCO protocol PA201. PQ02 8 PA202. 0 Q aka aff ARTE 1'11,YMGI.AtK F.N 7'NY Il(llNt N,".T NlMrd.w lnry peer, (C.,/- ltU,V riGI+/> n f AWt 29. Me? •, o..,.,r oeo, Ou, touono,E9 prowam of p' xvn rnlpro?&nt.N m0tei spet'pCAiont, etirpn 1no product Masonite International Corporation 0d.\il W40 10 thXV w0ow notice. COP-WL-MA0100-02 FIBERGLASS DOORS Clued Units 6'8" Height — Clutswing X X0, OX. OXO XX, OXXO 2'0" 2'6" 02-0418.03 2'8" — COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" TO" TV 1 Not Listed Not listed — - 2'8" + 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 17 2'10" +'IT 37 + 1'0" 37 + 17 1.0" + 2'8" + 1'0" COP-WL-MAO164.02 02-0418.03 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" t'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" . 2'6" - 2'6" 2'8" + 2'8" + 2'8- 2'1C"+210"+2'1V ) 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + TV COP-WL-MAO165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" : 37 + 3'0" + 3'0" dotes., 1. Dccr a. rangements using fewer panels than what is shoran 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 lot 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 Miaml-Dade BCCO protocol PA201, PA202 & PA203. El Cif.{ 'Tt ! rr.. NY•VOOR.{ N r #Nolt,n v7r1 i7, i0g2 ....:"., o"ern o.•n Om oWl-v g,00ure of oeoaw + Proveniem man soeahlwom. oesigo mo orom,a EeNN :eI'm 10 Change "111p1 roece. COPAUL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing Arrangement X Arrangement 4 Xv. Ox, ^XO dl 2'0" t COP-WL-MA0146-02 d e 6CC0 02-0423.01 Application Filed) 40.0 NO 2'6" 218" 2'10" Multiples(width) 2'8" + 1'0" Not Listed nal COP-WL-MA0148-02 Not Listed Miami-DideMiami-DidOCCO 02- 0423.01 Application Filed) r. Rating 40. 0 NO I 2' 8" + 11" 2' 10" + I 210" + 17" 0" + 1'0" t' 2" COP- WL-MA0149.02 02- 0423.01 Application Filed) 40.0 NO I 17 + 2'8' + 1'2" 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 1' 2" + 2'10" + 1'2" 1' 2" + 3'0" + 1'2" 2' 6" + TV + 2'6" 2' 8" + 28" + 2.8" 2' 10" + 2'10' + 2'10" i %" + 3'0" + 3'0" XX, OXXO 28"+ 2i3" COP- WL•MA0147-02 02- 0423.01 Application Filed) 40.0 NO 2. 6" + 2'8" 2' 10" + 2'10" TV + 3'0" TV + 2'8" + 2'6" + 2'6' COP- WL-MA0150-02 02- 0423.01 Application Filed) 40.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 210" + 2'10" + 2'10" TO" + TO' + TO" +TO" Notes: 1. Door arrangements usicg fewer panels than, what is shown in the above chart also comply under the product approvals shown. 2. Assembly detaits are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Insta:19,ion instrvdions are 3v3ilable from the Wasonite International websile (www.masonile.com) or from the technical center. Actur' design pressure requirement for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builoing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, forced entry/or Impact testing is done In accordance with Miami -Dade 8CCO protocol PA201, PA2028PA203. O akcfaff ARTEW 1,".." : 1..\tS li N'Yh`! 00/111t I.1e".Tru.Y t..re.I l.'+VJDMn A; W 2). M Gv ca:neuK rc; e, a[".w•q ors. Ma sonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing Arrangement X Singles (width) 27 rylasonite International COP-WL-MA0166-02 I Miami-Oade, BCCO 02-0423.03 Application Filed) I DpRafinO 47.0 ImpaclRated NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed a .Multiples1.h) X0, OX, OXO 2'8" + 1 `0" roasonite internationalr COP-WL-MA016"2 d i•. 02-0423.03 Application Filed) I]PRatinU 47.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 37 + 17 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakcraff K' FIDF.NCLASS KNIKY DOORS Fkw.T""rM ri.rCYr Ew 0•• r D• 29. 2W Ow'o ,"pr"ramofwoeoeY VrD eNmakes3"Cd1c ib .despna dwoaun Masonite International Corporation Oelai rYDi '* CW9C -1h W "Ke. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangementt 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" r COP-WL-MA0101.02 01-1031.01 76.0 NO Not Listed Not Listed X0, OX, OXO Multiplesr 2'8" + 1'0" t COP-WL-MA0103-02 r.t- 6CC0 02-0109.10 Application Filed) r. Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'D" + 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" + 2'6" + 1'0" 1'0" + 3'0" + 1'D" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 C l alp raff M EK" lINA NG1... ti 1: N'I'NY1)OONS fw.r4u (n"T Dsen Aar 29. 2W Ow'W1,n 9y,69,ema9rod"l-WWe.eMmxa%PCd"mns.0espn4.0910oD0 Masonite International Corporac,on OfW iDMen a CNnpe "~ none Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Arrangement Singles (wid1h) I'Aasonite International COP-WL-MA0121-02 D.l 01-1031.02 rt • 76.0 1. . ., NOX TO" 2,6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2T + 1'0" Masonite International COP-WL-MA0123-02 r4iami-Dade BCCO 02-0109.09 Application Filed) OP Rating 55.0 Impact Rated NO 2'8" + 17 210" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0' + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 21" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2Y + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcffaff AR k EK" AStINYNO1.As[ t: N'1'MV DOOM I+e"T••wMrM.tYr F."ttOwn IVJIrVV rig pA29• Masonite International Corporation Om co'a'ft p WOO'NO of va" i 'o'emtld An swd"ms. OnWO NM woml Otl44 S~CI W thMWe WOW MIKE. i COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 8'0" Height -- Inswing 1 1 COP-WL-MA0106-02 r.e' r r 02-0109.08 Application Filed) 70.0 1 NOX 1. 210" 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed ArrangementMultiples X0, OX, OXO t 2'8" + 1'0" in lawIm. 1 COP-WL-MA0108-02 iFr..: t 02-0109.08 Application Fled) 55.0 NO 2'8" + 1'2" 2'10" + 1'D" 210" + 17 3'0" + 17 3'0" + 17 IT" +28"+10" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2.8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2.10- 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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. Q Oak,raff AR EK'" l IIII.NfI A\C l:N I'NV 1)OON[ 1..1./Dow, Apre ?9. 2002 Masonite International C or p ol at o nOulconnnwnDIOWiMofp.od1"" or"emj" M&k" aoeclnca.oea. oes.an )"o p•od0 l aelbl $ oRcl to chi ""how nonce. Opaque Units GOP-WL-MAa100-02 FIBERGLASS DOORS 8'0" Height — Outswing X Singles (width) 2'0" r4asonite InternationalArrangement COP-WL-MA0126-02 r.t• 3 02-0109.07 Application Filed) DP Rating 70.0 Impact Rated NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed MM 0, OX, OXO Multiples (width) 2'8" + 1'0" Alasonite International COP-WL-MA0128-02 miami-Dade 6CC0 02-0109.07 Application Filed) DP Rating 55.0 Impact Ralet;- NO 2'8" + 17 210" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 17 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" 2r8" + 1,0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 IT + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O ak Taff W,. 1 ARkEK'" l.rr",,.ere lrsrrr rare. l.O ar"rerl trHh "l'1. T"(\ hNr'"Y 1)OOMI No"Tue"ee ra..M."fnr.Oee.. E) W. ...S^! / Cora 29. 2002 Masonite International Corporation Ow comnwrq program of orooua +nwovemenl makes spetfteram. Qe Q" urp w00un Oeue subien IQcOargt "imOw'mKe. M41-WL-MA0001.02 Unit I SINGLE M TYP. r UNIT 8'0" UNIT 15116' 17-118' MAXIMUM ON CENTER TYR Minimum Fastener Count 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 (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and e10 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 PREM ere Apfil 29. 2002 0....r o.... ow com,ou." nroDram of or0000 +"wovemtM m4.es SOKOKa1.o..S, M a s o n it e International Corporation oew. 3.0 0100..0 oewl SVo4KI to 'Woe .4ho.1 no1Ke. XO or OX Unit MID-WL-MA0003-02 SINGLE DOOR WITH 1 SI DELITE 6- TV 6'8" UNIT 8'C" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 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 (RO) Width of door unit plus 112" 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. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. qP„i 29 ?7)7 Masonite international Corpoe at on 0.1 10.1. - ; X04 0W WOW -11$ s0ttd";r""' tesbo 3.0 y%,cl otU.i s001ett 10 mange "a0ow mi a. OXO Unit MID-WL-MA0004"02 SINGLE DOOR WITH 2 SIDELITES UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 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 (RO) 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. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and 110 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 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 Ap1il29,2002 Masonite International Corporation W cw'lov.ag O. WJ'J." UI W W": "+ vY11M111 r1y1Y51IM(IMJI.U 1•. 0Y)4014 U 0"a 01131Y SW^110 :rinpY .00U1 NMI OXXO 11 Unit DOUBLE DOOR WITH 2 SIDELITES 5- CL TYP. TYP. 1 1/ / 1 1 u TYP. TYR 1 • 1• / 1 1 YYTI 1 II it 1 11 11 1 11 Il l 6'8' 13- UNIT 8'8' UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYR f I f T T T T r r r r L CountMinimumFastenerRoughOpening 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2.1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA 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 1.114" 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 t..•..vrl, l,•.w ApIB 29. 20p2 Masonile International Corporation Ow Cwt.nw" podram of produq rnorovemeM mikes spetdKalgns_ desvn and d.odun dew subwo io tnande wohoul n01M.e XX ' ' "' ' Glazed Inswing Unit APPROVED ARRANGEMENT: o e"± o r; Double Door Maximum unit site ` 6'0" x 6'8" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements Tor a specific buildingdesign and geographic location is determined byASIDE 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: s fgOqam n0 p go pn000 00 100 Series 133.135 Series 136 Series $22 Series 1/2 GLASS: 0 D UU 00 Ela 00 00 00 on 00 00 105 Series 106.160 ies' 129 Series' 12 R& 23 RA.. 2e R0. 107 Series' 108 Series 304 Series Series' This glass kit may also be usea m the lollowing door style: Eyebrow 5-panel with scroll Oak raft ARTEK'" .T Ilal. Rctl Ash li H'I'NY UUOM\ NemT •wNliraY"F..Dew• PRE/Naxl''.JJ..,i nn • Apia 29.2002 Masonite International Corporation ow cononun.p Pobram of Droeuct m2.WlmMl mikes Spfta cxtQft, OeS.Dn aM 0•odK1 W SuW 10 enanpe wOhQW n01[r XX 1 t Glazed Inswing Unit f FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n a HOO x:« e0e Series 410 Serbs 109 Series 114, 120, 122 152 Series 149 Serbs 300 Series Setts CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthalor, P.E. — License Number 56533 O raffW...^d. re AR EK" .ml•cfu,..elt sJ1IIllNI:L.\,;11:N 1'N\' Ilr>I)N, Noo_>..vNr..r, Door. April 29. 2002 Ow coMmuoq woeram of yropucf unoro wwa makes %Mifkaltom. deign and Oroouc+ eewl wb'm 10 cwgt wlelouf "Kt XO or OX r• ,I I Glazed Inswing Unit r, FIBERGLASS DOORS APPROVED ARRANGEMENT: O 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 1 Sidelite Maximum wit size . 6'o" x6B" Design Pressure 52.0/-52.0 Limited water unless special threshold design isused. 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 regailed. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have bee 1 followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 0=1 111M 0o 009=1 00 0o 00 00 100 Series 133, 135 Series 136 Series 922 Series 1/2 GLASS: Oo 0 ° M 0o 00 00 0o 0o 0o 105 Series 106,160 Series' 129 Series' 12 R/L. 23 R/L. 2e RIL 107 Series' 106 Series 304 Series Series' This 913SS 'r0 may also be uSeo in the following door style: Eyebrow 5-03nel with scrod Oak riff rlutlur. ass liP rNl' Ufl11M] AR EK1. nlo.a..r,..e re.rp.. a+v loco.. PRfM van( // a ,. Apu129, 200? Masonite international Corporation OW 0•oe.i.n 01 el00ucr -0.0v"-t ny5l3 Spet lKNgnS. 0lv0^ a 0 O'Oovrl 0030 5u4ret, lc -^t M, na Ke XO or OX Glazed Inswing Unit COP-L-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 404 Series e10 Series 109 Series 114,120 122 152 Series 109 Series 300 Series Series APPROVED SIDELITE STYLES: y k- 129 Series 200 Series 12R, 12L, 23R, 23L, e50 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Seres 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ aaf 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O kraff AR k EK" t..,..,. ..., 1 6 k A :: ... U.11') p s N,,..h.urN /..aw. E.M., Oee•. — pa April 29. 2002 Masonite International Corporation Our t"I'Dume popram of prooutl .mprw mem mikes switicalmns, 00.9n and prdoutr ItW SA.W to C"t -nnom ""tt J^ Glazed Inswing Unit APPROVED ARRANGEMENT: 8 O 1° O 1 k FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6Y. Single Door with 2 Sidelites Maximum unit site - 9'0n x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geograpNc location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 na an 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 11 ou m n ° a 00 00 00 00 00 00 106, 105 series160 Series' 129 Series' 12 RIL. 23 R/L, 2e AIL 107 Series' 108 Series 304 Series Series' 1hq glass kit may also be used in the following door style Eyebrow 5 panel wilh suWl Oakes. raff AR 4 EK" om I ,IULKI;LASS LN-114Y UOOKS tae Usimune fe k-u In"Oos. //)C., Ov. r D..•. At) n129.. 2002 Masonite International Corpora[ion01, C0-1•nmin0 WOOL- 01 0100u0 -1.10 tmtnl m>kt6 SOt OK41—$ I -On 4A0 D100u[I et%4 1SublM 10 C"t w0tlpul o01Ke OXO , • , , , t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a ao 00 404 Series 410 Series 109 Series 11I,120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 series 1e9 Series 109 Series 120. 122 Series 300 Series 20R, 20L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE 8CC0 PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak,r AR EK" a. a I ItlI Ni:LT\\ UNIRV 000.fiwS— entry D_ April 29. 2002 Oul CMIInUM0 0100F M 01 OIMuCt i1np10V MM1 MOO SWIIKOWS. deS-en and p06uC1 de1ai11Y01tC110 Change wie1W1 no1Kt. e.rl„I.elt Lum Iasonite international Corporation nVX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: l C O yy`5.. A, p Double Door with 2 Sidelites Maximum unit size . 12'0- x6'8` 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 TO" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecific budding design and geographic location Is determined by ASCE 7-national, stale or local building codes specify the edition requlred. 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: oa nn as nn 00 an 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: an nn on na an ao 105 series 106, 160 Series' 129 series' 12 RA., 23 R& 24 RA 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oakcraff ARkEW .- w_„ram .... r'rne MlLAS% ran',"c DOORS Ne..$.o.w r4.,6.. I-,2 . April 29.2002 Masonite International Corporation0., t 1...9 wog.am or pwom +..ew+ement make& SM-1Kargns, eePpnaoe olooutr peon sutxea 10 Como, ".mom ....- OXXO Glazed Inswing Unit 7_7C011"-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r, t 129 Series 200 Series 1211, 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, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: Is TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O k gaff AR 4 EK" m r,rML •.:L •\..1 ll.rM\ II. N>M. nw.h.v.Orp.N••4w, Oew w Apre 29. 2002 Masonite International COrpOrdtron N' W,-"0.'".orv.oeucr...o.o•emem nines soecmcaro"s. asp"+"o aoua, and S.b^1 10 ch"t wrmo n rml" XX 1 ' t t 1 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units o1 other sizes are covered by thi9 report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit sin . 8'0- x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements to a specific building design andgeographic 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: as as 822 Series 1/2 GLASS: n as e0e Series 108 Series U O akcraff AR EW w. ..j. trite-1't +, Yre.l l•<1 :rely l.o... 401e111LNtiLAISCr+ I N UUUNS r+...1••on.a:Mrl4+L—, 0— /xr.' I"It CJYr .l S April 29, 2002 Ow Com.nwne o,oarpm of 0podutf ,ma o+emem makes sOeCdRa1t)nS. des,r D.0 010outl M dS O n it 0 International Corporation oelad WNW 10 CnaNe W.Mo l no14e. XX Glazed Inswing Unit 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, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raffr AR EK" ,.. w,. a.+f•. ed r,e..T..e"eatb.rr.0Emrr Doer Apre29.2002 Masonite International Corporation Our C .mnnp pfopram of prodW anproaer"em l makes seeeihCa,,ons. oevpe ana proouCf devad subito to chame wBlwuf not -cc XO or OX 1• t +u l Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit site . 6'0' x 8'0' Design Pressure 40.0/-40.0 Umfted water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•nalional. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003.02. APPROVED DOOR STYLES: 1/4 GLASS: Dm ao as 22 Series 1/2 GLASS: Ea ao 40e Series 108 Series Oak gaff AR EK' adPu n, 1 c.l nu;.I;" 's ,I., Ili)n N> r.lo...A. w.e .-0egN. t.-Dow. a J At 129 2002 Masonite international Corporation bur Conn..." Drop,,. of pro0,t1 m k, Sp-fK~s, etS.en iM ii,~. otW Wul"i 10 twoe -no.. npl.t, XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0- 810 Series 300 Series APPROVED SIDELITE STYLES: e50 Series 852 Series 810Series 900 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE120224 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 190LNc1LAS% LN'INV 00—S ARE W NpwL.M.N Ia"g4N r.wtO.... Mn Z/VV w April 29, 2002 Our coM1nving Droeram or 010Ouct Dro.tnnenl rnaatS SPWK.~S. oe gn and DrOdKI Masonite international Corporation 0113" SuDIKI 1O 03r.9e _nd.l nol-Et J^COP-WL-MA0149-02 Glazed Inswing Unit I APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size • 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE ]-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beefl 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: MM ou oa 822 Series 1/2 GLASS: n 00 404 Series Oakccraff AREK'- 1 1U1: Nlit It\\ lN'1N\",1)1 )I)N.\ Npn.T.lunliM.rO.. km.t Dow. April 29. 2002 Ow'001NNne prOgnlrl OI n OMI 10,01MIMI TAft SONOC11K)M. OtSpn JDO p,Ddvtt WI SNDKct to twof --out nol,[t. a 108 Series t.tl.irelt I,a- Masonite International Corporation Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r :.s 10 series 300 Series APPROVED SIDELITE STYLES: e50 Series 852 series 810 Series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip late 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). i/ &af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK'e w..e.l.re ..1 FWCHGLASS ENTRYVOONS NwnTe-1 F*rtY"t' Deer April 29. 2002 OW toMmump or"M of pr0o0d mprovMeM mites SoeCdCM04S. eespo ene proeutl oetln SOelttl 10 toinpe .0ow n01Ke. Iasonite International Corporation OXXOCOP-WL-MA0150-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 I I I V I 1 111 Double Door with 2 Sidelites Maximum unit site .12W x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requitemenis for a specific building design and geographic location is determined by ASCE 7-national, stateor local building codes speciy 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: IIID 0o 0o 22 Series n D 0o e0e Series 108 Series O akcraff ARkEK" e.oe,.elrl.em RF'r. .a 1. 11fl Nc:L.\ti11: N'f"1',Un1)x1 Ne.nb.w.11prryu I —, Dew. April29, 2002 du. commup 0,09,am of 010ducl-W.nmenmNtl SMOICal-S. etSIP a"0 VOOK1 M a soio nCCU.. S.%eo 10 0"t wdhow n'" Oxxe 1t t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300Series APPROVED SIDELITE STYLES: e50 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraft AR 4 EW eTLi,a I 1. rq , vIUL AciL A%%LN'I 1'Il.ln"\ Naeb. w.ee ter.,1,"f•w, Doe.. Oe• •Dee•. Aprd 29. 2002 Ow coma prop,; D DI proeoa -W O+M"j me\e$ SDK lgNgnl. Oeloen and p,od.tr M as o nite international C o r p o r a t o n ONid S."Cl 10cnmee ..Mft' "Ke XX Glazed Outswing Unit APPROVED ARRANGEMENT: 0 O FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x WEE". Double Door Maximum unit size. 6'0' a 6'8' Design Pressure 55.0/-55.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or bMing 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: na no ao na nn nn 100 Series 131 135 Series 136 Serbs 822 Series 1/2 GLASS: n nn as an nn no an 105 Series 106, 160 Series' 129 Series' 12 RA.. 23 Rol, 24 Rt. 107 Series' 108 Serbs 30e Series Series' this glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oaks, rF affn AR 4 EK). N',. 1 , r ,i t rl)1: Nl:e AN lN INIUI)i)N 1'bnl..wWrOwCY.)E•wr Dee.) e a0. tDea .r//'C%//W' lJJiIGI!' April 29, 2002 DW C .m .e D,Oenm Orpodut) mOIDVtTMI Masonite International Corporation m tt5 SDtC,IK)Ignl. Ot3pe iM WOO". oewi i.ertc. W Comet .0W n01Kt xx Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r 7 f Tyy.: a 404 Series e10 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, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakQraff AR EK'- r.........oT 1`• -a", IULNI:LASS LNTXI-`UU—S a" 1.." Do Mn• S April29.2002 W t0.n.0u g O.oeram W Wo" vnO.Ovemem males apUit" 0n5. 0es•011 amt 0, 0un Masonite International Corporation 0e4.1 S.b.11110 CN00e "MOW n01.ee XX t L ' t Glazed Outswing Unit r APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size a 67 x 8'0- Design Pressure 47.0/-47.0 umited water urdess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements fora specific building design and geographic location Is determined by ASCE 7•natlonal, 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: ao 822 Series 1/2 GLASS: n ° 00 404 Series 108 Series a Oakraraff DOORS 1. AR--kEK 1AULIKelLAlt UN'1'"Y Nmh.orrN ri.rry"FourOew. Apnl 29. 2002 omC—.—N woo.ama P,00 c + Wo—f macs soecea—S,—on am 9,~1 o....., o.... " Ma10nile International Corporation eelaJ Subnn r0 cnanee .000 mrKe Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mitemasters.xls PAGE DESCRIPTION DRAWING 0 / REPORT ax SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 2 - INSTALLA DETAIL WIAIB SCREWS HORZ. SLIDING. FIN WINDOW FLEX0028IFLEXOM 1000 3 INDEX 4 INDEX ' 5 JINSTALLATION DETAIL W/XB SCREWS HOR L SLIDING FINWINDOW XOX CONFIGURATION MASTER FILE NUMBER Z JINSTALLATION DETAIL W/TAPCONS HORY. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS FLEX0020 IFLEX0016 11000 11000 11000,1600 & 2000 6 INDEX `. 7 JINSTALLATION DETAIL Win SCREWS MASTER FILE NUMBER 4 ; JWsTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW JFLEXM6 FLEX0018 . 11000,1500 & 2000 1000 3 2000 8 INSTALLATION DETAIL Wm 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 10001750 a 2000 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW INDEX . MASTER FILE NUMBER S 12 ISLIM0 GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 FLF-XO021 1000,1760 & 2000 1500,1000 & 2000 13 INDEX ..MASTER 14 jsUqjNQ GLASS DOOR INSTALLATION WITH 98 SCREWS FILE -NUMBER 8 .. - FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1500,1000 & 2000 1000/1500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS IDESIGN- PRESSURE.CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000/1500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 105P1600 18 FIN HORIZONTAL MULLION SECTIONS IDESIGN PRESSURE. CAPACITIES 1HMFIN 1000/1600 19 FLANGE HORIZONTAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES 1HMFLG 100011600 20 FIN VERTICAL MULUON SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1100011600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IIVMFLG 1100011500 22 INDEX : 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 11VMHMFLO MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 1000 / 1600 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS:I DESIGN PRESSURE CAPACITIES 2HMFIN 20W 29 IFLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 12000 30 IFIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 12VMFIN 12000 31 IFLANQE VERTICAL MULLION SECTIONS /DESIGN PRESSURE CAPACITIES 12VMFLG 2000- Page 1 of 1 mibrtastme ds TEST REPORTS Ui7 WINDOWS 6Y F1ARmA Mcmuo RS 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" NCTL-21 Q-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS ` DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CONCRETE OR HASDNRY OPENING BY OTiERS DAZE BY WOOD DUCK BY OTHERS CAULK BETrtEN WINDOW FlAI4GE t WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BI OTHERS GLASS (TIP.) SEE NOTES) VINDOWHEIGHT PERIMETER CAULK By OTHERS CUE BY WOOD CONCRETE OR SmaI WENDBUCKBYOTHERSBYOTHERSCAULKBETWEENWOOD BUCK a MAS-Y. OPENING BUCK WIDTH 1•1/.•)6a C.KpcHtBYOTHERS SHIN AS D INSTALLATION ANCHOR. FLANGE TYPE I X. 1/v MAX 3/16' DIA TAPCON WINDOW FRAME CSEE NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION ANCHOR 3/16' DIA TAPCON SHOWN (SEE NOTE 9) p U p 1-1/4' MIN. GLASS (tfP.) EMBEDMCMT tSEE NOTED QLil Ll O CAULK SMOTEN WINDOW FLANGE t vOOD DUCK SHIN AS REO'D. PER1CAULK 1/4' MAX. OTHERSSE£ NOTES) By OTHERS vD4DOv WIDTH 1 FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK DETVEENHE"DER SECTION B-B Y.OPENING BY OTHERS BUCKHEIGHT F WINDOW HGT. I FLANGE TIDE LK- WINDOW FRAME SILL I WItvDCW MATH. j ELEVATION VIEWED FROM EXTERIOR V V I -,--SILL STOOL V BY OTHERS CAULK BETWEEN V WINDOW FLANGE PRECAST SILL l PRECAST SILL BT OTHERS V/VULKEM 116 Y_ ADMESIVE CAULK AjRAPROVEDEOL. SECTION A -A PREP+RC: it 212002 TAPCON LOCATION CHART CALL TIP TO Li% Hi At N IN JAMSIZETOWTOTIP 022 74 X 26 Cc C.D U IJ 023 74 x 3B 3/2 CA B.C.O.£ I,J.Kt W.K1 4 7. X SO 6/6 C.D sCAE I.J.K.L G,HJJ!I I . L H L 033 IDS 1/4 X 36 3/6 B.C£ .0 A.E U.K1 U.u.L 4 106 1/4 X C.0 a 4 B.C,D» t IJJ(1 n I.J l T22 III x z U t23 11/ z 36 3!B B.CS A AEF I.J.K.I. UJC1 t 4 11I x B,C.D ° A.CA».i IJ 1 i K Al2 x I.i c 1 IJ.K.L M3 120.x 36 3/6 C,C.E o.f.F UX1 IJ,x.I 1 X A.B.C.D..r A„Z'o G JJI.: 1 K JIM 72 x 24 IJ 030 72 x 36 CA CAE U IJJ(.L aw 72 It 4AL B:CA;E U.K1 ii I J.KL 7030 4 . 36 B.C.0 K I C.O.E IJ,K1 I 7040 At.. B,C,^ £ E.C.D.£ IJ:K.L I.Jx1 11020 96X24 6030 96 x 36 B.C,C E B.L.O.E U.K.I U;KA 4 B.C.^.. s A.BGAE.i NJ G H x 9020 106 X 24 L D. IJx1 9030 106 x 36 114.01 I S.C.D.E 1JJ(1 I.J,K.L C AS.C,D» i 1 K 10020 120 X 24 lJ JJC1 t0030 12o x 36 B,C.G.E A.B.CA.E.F UJ(1 IJ.K1100401120X46B.C.E». A,B,C,O.E t J.K1 UJ1.l W=. 1) SHINY AS REOro. AT EACH INSTALITJON ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUtWV6- ALLOY 6063. 3) TAPCON WSIALIATION ANCHOR IWST BE OF SUFFICIENT LYN. TO ACHIEVE MN. EMSEDIENT'OF 1-1/4- INTO MASONRY OR CGNM-TE. 4) USE SI%jKV4ZED ACR1^-IC CAULK BEHIND WINDOW FLANGE AT HEAD k JAMS. SILL MUST BE ATTACHED TO THE SURSTRATE WITH wtKE- 116 ADHESIVE CAULK OR APPROVED EQUAL. HS) USE SILICONIZED ACRr CAtt-x FOR PERIMETER HEAL AROUND ExtEWR 1 DF WINDOW FLANGE. 6) IF CKACT WINDOW SIZE S NOT LISTED N ANCHOR CHART, USE ANCHOR OUANTITT .LISTED WITrI NExT 1AAMR SIZE. FOR ir.LAPPROPRIATE DESIGN PRESSURE RED)). JB7). ASS MAY VARY RER THE REDUAKMEM'S OF AST- E1300 6) LETTER QESIGNATIOFUS ON THE 'AXON LOC^TON C: ART ND LATE WHERE UPCON ANCHORS ARE TO EE INSTALLED WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED "OLES I.OT DESIGNATED FOP TAPCON ANCHOR SHOULD BE rum /a S-REWS OF SIKFICIExT LTH. TO PROVIDE m. S/E N. EMBEDVE'.T NTJ WOO.' BUCK. 10) APPLICATION Of VUL(Ev IIt A.,eESNE CAULK AT --4AME SILL MUST COMPLY WITH SEAL(N'-ANVACTuP.MS RECOMMENDATIONS. 11) WHERE WINDOW IS NSTA:l EDL% MASONRY OPENING WITH A STRUCTUAL TWO BY BUCK. USE 1.0 SCFEWS OF SUFFICIENT '-ENGTH TO AC? /- - 1- 3/9" MN. EMSEOM:NT AT a„ INSTALLATION FAS'ENEC LOCATIONS t SHEATHING I• n0a TWO BY WWD mJEDHEH Br OTHERS CAULK BETvCEN By OTHERS vINDCV FIN L _ VINDOV VIDTH 1/4' MAX. SHEATHING SHIM SPACE CAULK BETVCENTWOBYWWOWINDOW INSTALLATION IT OTHERS LSHEATHING ANCHOR IB SCREW SHIM AS REO'A TUC=O QR (SEE NOTES) SIDING BY 1/4' MAXOTHERSIVSHIMSP:.CE i PERIMETER - N. CALK to MI BY OTHERS EM3EDMENT SHIM AS REWD. 1 —i GLAZING (TrpJ (SEE NOTES) I SEE MOTC 72 VINDOV WIDTH FIN TYPE 24• QC. r WINDOV FRAME 1 MAX. HEADER II (TYP.) A GLAZING (TYP JI (SEE NOTE 7) 717VINDOESPACE" CAULK SHEATHINGG, ERSANCHORSFINTYPEWtNDOvuSTUCCOC2ViNDW ( ' (TYP.) FRAME JAM3 SIDING BY INSTALLATIONMCIGMTI ' _ I OTMEr ANCHOR v3 SCREW B BL SECTION B—B A ) MIA)L-J 24. O.C. 5(• TYPO F}N TYPE MAX (TrP.) WINDOV FRAME . SILL 6' MAX. (TYP.) LEVATION viEwEv FROM EXTEFaOR MARBLE SILL STOOL BY OTHERS _ . R •F A E.G.I.F. G A t+ NOTES - PERIMETER •ems' 1) SHIM AS REO D. ADJACENT T3.EACM INSTAL--ATON ANCHCP. MAX. ALLOW*LE SHIN STACK TO CAULK L i (^+S}+Y++ S BE 1/4•. BY OTHERS. • " n_''`+,. Lprjm V- 25 : z) WINDOW FRAME MATERIAL. ALUMMN ALLOY 6063. Fl-#RID,I GAH ISuD'cRS 3) INSTALLATION ANCHOR MUST eE OF SUFFIC.EMt LTM. TO ACHIEVE MIN. EMBEDMENT OF T- T - - - IRO WOW FRAME MEANBER. j T 4) LOSE SKJCONIZEO ACRYLIC CAULK BEHIND w:NOOw F.M A' HEAD. Sal t JAMBS. S) USE SXICONIZEO ACRYLIC CAULK FOR PEPwETER SEA: AROUND EXTERIOR OF WINDOW FRAME. INSTALLATION ti4• SHIM '--... 6) CLASS THICKNESS WAY VARY PER THE RE -AMMEnTS Or ASTM WOO GAMS CHARTS.. ANCHOR IB ATIONCREV SPACE MAX 7) INSTALL INSTALLATION FASTENERS AT 6' MAX. FROM COF_tiERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATHDNS, W"M ANCHOR SPACING AS STAtEO. 6 70.0 PSF FOR STUCF,O OR ALL AvAHAELE SIZES UP TO 73' x W mu. SIDING IT SHIM AS REO'D. OTHERS (SEE NOTES) CAULK BETVEEM VtNwv FIN J i"NtN REV DESCRIPTION DATE INI INTERNATIONAL. L sNEATHaNc SHEATHING EM3EIMIEMT TvO BY WOO FLORI3A EXTRUDERSBYOTHERSBYOTHERS SANFORD, FLO SECTION A —A Tom:INSTALLATION DETAIL w/r8 SCREWS NnQ7 Ci iniur, CiRI L/rnlnnii _ gzroittic i 2 1,2'L I I I IDRAMN BY: BB APPRI DATE:12/ 17/01 -CAMDATE: N. T. S. OWPAMFD Ir: PRODUCT L APPLICATION [NrAt"ai m_ INC.: 2W INTERNATIONAL IKVr.. &LIE M_ c.-rAa r,n'DA 1_%?" 427 US -EMS FAX 427 !IS-1366 m SHEATHING r. CAULK BETWEEN BY OTHERS WINDOW FIN i SHEATHING INSTALLATIONANCHORR8SCREW STUCCO OR sibOiNG ITTHERS PERIMETER CAULK. BY OTHERS GLAZING (TTPJSEEMOTE7) WINDOW HEIGHT PERIMETER CAULK IT OtH CRS INSTALLATION ANCHOR RB SCREW STUCCO OR SIDING IT OTHERS CAULK IEtvEEN WINDOW FIN - t SHEATHING MlN ' TWO BY WOOD BT OTHERS I/4• MAX. SHIM SPACE SHIM AS REO'D. FIN TTPE ME NOTES) WINDOW FRAME HEADER 24• of, 1:INDOv WIDTH --1 71 1111MAx. ATYP.) wINDOV FIN TYPE HEIGHT WINDOW FRAME SILL LE B MARBLE SILL STOOL BY 24' O.C. OTHERS MAX. (TYP.) 1/4• MAx. j- SHIM SPACE SHIM AS REO'D. SEE NOTES) 11yi J SHEATHING By OTHERS EMBEDMENT I14D By D tHERSBy SECTION A —A WINDOW WIDTH TWO BY WOOD — BT OTHERS SHIM AS REO'D. SEE NOTES) 1i4MAX. CAULK BETWEEN SHIM SPACE WINDOW FtN t SHEATHING 1• AIN. EMBEDMENT L SHEATHING 2, OTHERS PERIMETER J CAULK J BY OTHERS STUCCO OR SIDING IT OTHERS SECTION B—B NOTE & 1) SHIN AS REO"D. ADJACENT TO EACH INSTAUATIOM ANCHOR. ANNx ALLOWABLE Stoll STACK t0 BE 1/4'. 2) wDOw FRAME MATERIAL ALUM*RN AHOY 6061 3) INSTALLATION ANCHOR WUST BE OF SUFFICIENT UM TO ACn00E INN. EmeEOMENT OF I- INTO WOOD FRAME MEMBER. A) USE SVCON1ZED ACRraC CAULK KH6NO WINDOW FIN AT MEAD. SILL & JAMBS. VAT} N S) USE SRJCONVII ACR'^JC CALLx Foot PERIMETER SEAL AROUNDELE EXTERIOROFWtNDOwFRAME. mEWED FROM EXTERIOR 6) CLASS TRCKNLSS NAY YAiY PER THE REOIAREMENTS Or AST" Moo CLASS CKARTS. w + V=_;;. `: .b • 7) INSTALL WSTALLIGION FATEMERS AT 6" MAX. FROM CORMERS i.. l AND MAX. 24' O.C. DESIGN PRESSWRE.CAPACtTY of INSTALLATIONSW1THANCr3R $PACIiG AS STATEO, 15 70.0PSF TM A 'L. J T!tlii"- r 'A, FOR ALL AYAL E SIZES UP TO 119 X s9 S/e" MAX. XA? vv GoRtoA Fa"fRua£l4.5 _® wL' LA7j 'i Flu # RE DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. WC SANFORD. FLORIDA TIU: INSTALLATION DETAIL W/ p8 SCREWS HORZ. SLIDING FIN WINDOW xOx CONFIGURATION- SERIES 1000 DRAWN BY: BB ARFROVED BY: DATE. 12/17/01 1 SCALE: N. T. S. DWG.: FLEx0029 V// .. RE A:LD Bi: PRODUCT t AMLICAtIa G4IHECRIK.. IOC. M MtERMATtOML Mvr. S:TTE M KAtn43++. *:0kloA 32746 I18# -07 as-ms fAx w7 a::-07bs w{ l GLAZING ( TYP;) - SEE NOTE 7) FIN TTPE WINDOv FRAME JAMB T EQUALLY SPACE ANCHDRS ( TYP-) A ( TYP.) 6• MAX. J 6" MAx.(TYP.) CONCRETE OR CAULK BETvEEN WOOD INSTALLATIONMASW..Y OPENING BUCK L MAS'Y, OPENING 3/16' DIA. TABYOTHERSBYOTHERS ONE BY VOOD BUCX BY OTHERS i-i CAULK BETWEEN C Cm WINDOW FLANGE C i W 0 M 1/A' SHIN SPACE HAx. r STUCCO IT OTHERS SHIN AS REO'D PERIMETER x CSEE NOTES) W.M. CAULBY OTHERS CVINDOV FLANGE TYPE M MEIGMI) VINDOV FRAME HEADER GLASS ( TYPJ SEE NOTEV RIGID VINYL GLAZING BEAD CTYP.) PERIMETER FLANGE TYPE CAULK VLNDOV FRAH BY OTHERS SILL Q CAULK BETWEEN V WIMOOV FLANGE V iPRECASTSILLV/ VULKEM 116 PRECAST WSILL SECTION A- A ADHESIVE CA( BY OTHERS OR APROVED COL. Aj $ C D p II TION ANCHOR PCON 4' MIN. SEDNENT ONE BY VOOD BUCK BT OTHERS B.v. BUCK WIDTH) I 114• SHIMFLANGETYPE SPACE MAX. WINDOW FRAME SM;M AS 410101 JAMB (ScE KITES) INSTALLa7ION ANCHOR, 3/16' DIA TAPCON RIGID VINYL GLAZING BEAD GLASS (TYP.) CSEE NOTES) CONCRETE OR MASONRY OPENING ar OTHERS I-3I.- MPl EhaceKhT D v M( CAULK BETVECN UCK VINDOW FLANGE GMT) i WOOD BUCK v PERIMETER CAULK STUCCO :;, or OTHERS BY OTHERS v.V. VIMMV VIDTM) CAULK BETVECN IWSECTION B- BMAAS'':.PENING NOTES_ Br OTHERS 1) SHIM AS RE0"0. AT EACH INSTALLATION ANCHOR. MAX. A_LOWARLE SHIM STACK TO BE 1/4. 2) WtMO0W FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) wSTALLAT*" ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE S&COOOZED JAMBS. SU MUST E MCMEDTAULK O THESUBSTRATEWITHATMdo116ADHESIVE CAULK OR APPROVED EOVAL. 5) USE SXJCDIOZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDDw FLANGE. 6) IF EXACT wNDOw SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTtTY LISTED WITH NEXT LANCER SIZE. FOP. INC APPROPRIATE DESIGN PRESSURE REO'O. 7) CUSS THICKNESS MAY VARY PER THE PZ'OUIREUENTS OFASTM WOO GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN U`4NG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES HIT DESIGNATED FOR WCON ANCHOR SHOULD BE FILLED WITH 18 SCREWS OF SUFFICIENT LTH. TO -PROVIDE MIN. 5/ 3 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VULKEM I16 AOHESAs CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTUPEP S RECNACNOZii0 d. i :) ONE ADDITIONAL FIELD OPI LED k INSTALLED AMCMOF IS REO'D. IN EACH JAMB ON THE FOLLOWING SIZES: -025' (73 Y 62). -026' 73 x 71), 56UWM- (65 x 71). k-60MWM- (71 171). PLACE ANCHOR BETWEEN ANCHORS -C AND i AND eETWEEN ANCHORS 'M AND .i OvsP 55 P$r ONLY. 12) WHERE WINDOW IS INSTALL:D IN MASONP- OPENING WITn A STRUCTU AL Two BY WOOD BUCK. USE /10 SCREWS OF SUFFICENT L£NGTM TO ACHIE14 1- 3/8- MIN. fMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE !II ADD A 1:0 SCREW ANCHOR. To EACH JAMB FOP. NOTED OES+GN PRESSURES. g CIE i'iTti A , FLC :: L. ,, 1 I MAI TUFACFy4, 3 Kam! V V PRfP^AE2 af• PRUMT 4 4PPLICATRIN E) CALL TIP TO SIZE TIP 26 1/ 2 X 26 Q IN326 t/2 x 38 3/$ IH4 26 1/2 X 50 5/6 IH4S 26 1/2 x 56 1/4 INS 26. 1/2 X 63 1 26 1/2 X 72 X 26 23 37 x 38 3/6 24 37 X S0 5/1 aS 37 X 56 1/4 25 37 X 63 26 37 X 72 1/6 ) 33 53 1/9 x 36 3/6 34 53 1/5 X 50 5/6 345 53 3/6 x 56 1/4 35 53 1/& x 63 6 t X 7 C23 74 x 38 3/2 C24 74 X 50 5/3 0245 74 x 56 1/4 025 74 x 72 20M2OM 201430M 2OU40M2OM46M 20M50M 24X 24 24 x 36 24 x 48. 24 X 54 24 x 60 24 It 72 30U12oaI 36 X 24 3OU30M 38 x 36 3OM40M 3E X 45 3OM46M 36 X 54 30LISOM 36 x 60 30MSDM 36 x 72 4GM3OM 48 X 36 4pM40M 43 x 46 48 X 54 48 X 60 4pM6pM 46 X 72 s6M50M 54 X 36 46U40M 54 X 48 46M46M 54 X 54 46M50M 54 x 60 a x7 OM x 4 5CM30M 60 X 36 5oM4OU 5OW46M ux S: SOM M 60 x 60 501AOM 60 X 72 5GM3OM 0 66 X36 M4OM 66 X A8 561146A4 66 x SA 66 X 60 tauseu 66 X 72 60M20M IL A 4. NW30M 72 X' 36 6OM4O4 72 X 48 C C CC CC T: CC C CC C CC CC CC C C CC CW C e. i C B. i I.0 BJLC DJ I.0 BJI.0 C+ Lc 2. 4 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C e. 0 C e. I C C CT e.0 eC e. cEXec e. 0 C C CC CC C C CC C ila is I. 0 S.0A,B. C.D A.a. C.D A.3, C.0 A,B .' C C CC CC Cy U CATIONSIN JAMS 6psr JTO DowTO TO 7 r 0 ' M G,M G.M G.M G.M G.M Gm G: M GJIJ,J if G.M G X GJIJ.J G.M C.MJ.J G.MJ,JGm G, HJ.JG h uMn M G.M G w G.H G.h G.MJ.J G'mj,J G.M G.M u G^!.J G.K G JV.JG.rJ.J G.HJ. J f.F,G.MJJn CA CA G:M G.N C.M G.MJ.I G.-J.J HJ.J G:MJ.J f.F,G.•L)J GJiG. MJ.J G.M; u G,MJ.J G.MJ. J E.F.GJIJGJIJ.J E.F.GNJG,M, I,J EA.G,H.1 G,H G,M GJI G. M G.M G,n G.M GilGM GJ+ N 0- Gm Gil G.H OJH u Gil GJI. 0 C.H G."id Gil S. 0 G.MJ.J G.MJJ f.F.G."AA0 G. H E.FGN .JC Mj - a, N H H B.0 G:M G.M Dr. B.0 GJIG.MAJ G.MJ„I S.0 C.M.I,J 0.111i E,F.G.N.0 S.0 G.M.I,J GJU.J E,F,GJIJ.J 0 HI; F 1 r GtLu BX M GM G.n S.0 G.M GJI GNJ.J S.0 0.11 CJ/J.J GJIJJS.0 G.MJ.J GNJ.J E,F.G.MJ,J S.0 G;M ,J GNJ J f,F G.n.0 2.0 G.M.I.J . EF.GNJ.J f.F.G NJ.J o. 3; C : GilG.M GNJ.J t 3 G.H GMJ.J G;HJ.a 3,C : G Ku GNJ,J E F,G.MJ.J 3.0 3G.MJ.J E cm f J S.C. G.MJ.J E.F,GJNJA F G.M GM 3.= G. M I GIN 4 AJ 6b446U72 R SA cc B.0 A,B;C,: G.KJ,J I G,MJ.J E.F.G.KJ.J 60M}SU 72 X 60 9..0 DJ: A._.0 : GJ+JJ E.F.GNM u E.F.i.ftu72 X 72 S.0 S.0 A.3.C. C M I {.F G .JF M I NADDI—IONAL ANC'HORS RE•D. SEE NOTE I! FLORIDA EXTRliDERS1: FORD, FLORIDA TITLE: INSTALLATION DETAIL W/ TAPCONS HDRZ. SLIDING FLANGE WINDOW — SERIES 1000 DRAWN BY; BB APPROVED BY: 82, DAt 10/23/01 SCALE NTS DWG.: FLEXOO20 c 6: Isi. WC. 2S0 INtERNA+7^1.ALPXVT_. SJTTE ZU. HEAY-.h. FL7 :i14 32746 P!CJ.E •;7 so-ms — a0.1 ws-0364 r ONE BY WOOD BUCK BY OTHERS CAULx BETWEENWINDOWFLANGE t W00D DUCK STUCCO ,../ DY OTHERS PERIMETER CAULK By OTHERS RIGtO VINTL GLAZING BEAD TTP) CAULK BE7vEEN CONCRETE OR WOOD BUCK 6 MASONRY OPENING MAS'Y. OPENING BY 07HERS BY DTHERS 1-1/4' MIN, p A EMBEDMENT INSTALLATION ANCHOR SKIM AS REO'o, 1/.' Kill. SZZE NOTES) FLANGE TYPE v1NDOV FRAME MEADER GLASSQYP.) (SEE FOTES> B.v. I' 1-I, M1M BUCK WIDTH) CmKDNCNT INSTALLATION ANCHOR .IONEBYWOOD3/16' DIA TAPCOH > BUCK BT OTHERS — ST KY HERS SMIM AS RE8O' D RIGID V1NTL rC HOtEU MAK V GLAZING AD BE Tip) GLASS I B iY AV TYP)dEENOTES) rLANGE TYPE WINDOW FRANC JAKB CAULK BETWEEN v WINDOW FLANGEPERIMETERLWOODKICKCAULKDTCtHERS V.V. CiWNT) (WINDOW WIDTH) 1 BUCK CAULK DETvEEN HEIGHT) WOOD MK 6 CAULK BETWEEN WINDOW MAS'Y. OPENINC FLANGE L PRECAST SILL BY OTHERS v, vuLKEm 1A ADHESIVE COL. SECTIONB—B CAULK. ORAPRY'D. COL. FLANGE TYPE CONCRETE DR pERyET£R WINDOW rRANE MASONRY DpEMNG CALLK SILL DY OTHERS BY OTHERS W.W. PRE;: OTC —' ° A S O r SECTION A —A 4• 1) SMWASREVO. AT EACH INSTALLATION ANCHOR. MU. ALLOWABLE pv SHIM STACK To K T/.-. D E 2) wmd) Ow FRA16E MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACK04 MIN. EvBEDMENT Of 1-1/.- INTO MASONRY OR CONCRETE. 4) USE SKICONIZED ACRYLIC GWLK BEBE H1N0 WINDOW FLANGE AT KEAD J g K Amn SILL MUSTATTACHEDTOTHESUBSTRCEWITHVULKEMlieADHESIVE CALK OR APPROVED EQUAL 5) USE SRJCOwZED ACRYLIC COAX FOR PERIN£tER su,: AROLAND w.H. F G 44 Ex1ERNOR OF WINDOW FLANGE. . 6) IF EXACT wAOOw SIZE IS NOT LISTED IN ANCHOR CHART. USE Aa ANCHOR OLOSMT LISTEDWITHNEXTMANGERSIZE. 0R THE /77 APPROPRIATE DESIGN PRESSUREREO'D. — r 7) GLASS TNYCXNESSMAYVARYPERTHEREOUIfE.Efl of AST. 1V \ y E1300 GLASS CHARTS. V K) LETTER OCSONAT04 ON THE TAPCON LOCATION CHART MOCATE H I wHERE TAPCON ANCMOPS ARE TO BE INSTALLED WM-:N USING THE E1(TEACT ELEVPPLIE AS A KEY. 9) ALL FACtORT APPLIED HOLES NOT DESK;NATEO FOR TAPCON ANCHOR SHOL80 K. FILLED WIN /8 SCREWS OF 90nCENT LTH. TO PROWDE UK " 5/8 IN. EMBEDMENT INTO WOOD BUM / 1 10) FLOROA EXTRUDERS TOOD SERIES SINGLE HUNG K SHOWN, THIS PMW( ALSO APPLIES TO THE FLFLORIDAEXTRUDERS 1500 AND 2000 ELEVATION SERFS SO$" MU1405. 11) WHERE t1610DW IS MKTALLED IN MASONRY OPENING WITH A rflUCTUAL w WOW '- 3xICNT LENGsTO ACHIEVE 1-3/8- MIN EMBEDUEENT AT VIEWED FROM EXTERIOR ALL INIVALIATI,ON FASTENER LOCATIONS. PREaw:O m: PRaOuer • TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JrtV:B SIZE SIZE i;; To •D.5 At.w TO 70PSr 30Av TO +ory 4,ASY To %xv 12 18 1/ 3 x 25 e e r.G F.G 13 181/$ x.37 3/6 e B r.G F.G 14 161/ 6 ..9 5/8 e B r.G ' CC 145 18 1/ 0 X SS 1/4 e D IPA F.6 15 I61/ 8 x 62 8 B F.G FA 161* 1/ 6 X 71 B 6 r.G F.GMJ17 Itf X 13f fG [ 1K3 2s21/2 It 373/6 8DG F.G 1M. 251/ 2 a 49 3/8 B 8 FA FXh.I 1M45 25 1/ 2 X 53 1/4 e e F.G f.G.v IHS25 1/ 2 X 62 8 8 FF r.G1U- IN6 251/ 2 a 71 e 9 Ft F.GJU 1K7 51 03, a 0 r.OJ K F.GJ.K 30 1/2, 21 29 1/2 X 25 3o In , 36 3/6 29 1/2 It 37 3/2 e e FJ F.G 30 1/2 . w 5/8 29 to X 49 5/8 e e f.G r,GJIJ 30 1n • 56 1/4 29 1/2 X 53 1/4 e 8 Fc F.GA1J 3o f/2 , 6732 29 1/2 x 62 B e F,G r.G.MJ 30 //2 , 72 29 t/2 x )I e e r.GJ(J All1 . u 29 / 2 X 63 e B F.G.J.K F.GJ.K 2223 36 X25 36 x 3L3/ 8 B 8 f& V F,C 2436X 49 5/8 B B F C F.D.") 245 36 X 55 1/4 B B F,G F.G.hJ 25 36 X 62 6 B G,MJ f.G.HJ 26 366 X 21 e 6 r G m5 D.Lr.G,,i 7 3 B 8 GJJ( F.G.H.IJ.t 42a26 d . 36 3/ 3 41 X 25 1 A 37 3/8 B e FA f,G.HU 12 . 505/ 6 1 X .9 3/8 B e 8 eF.GG.M.( f. GJ+J rc,MJ 42 , 56 1/4 42 , 63 i X 55 1/4 11 X 62 8 B F.GJV o.E.f.GrJ 42 , 721 x 71 8 6 r.G,MJ D.E,f.GrJ A7 4114 41 X 83 f G .x F,GJLIJ.K 4826 46 . 38 3/ 8 47 X 25 7 X v 3/8 B A,FG A. 0 r c F.GJNJ8.., so5/ 2 7 A .9 5/3 8 B A.0 A. 0 r cI.G)L1r.CYJ F.GnJ48 . Sst/. 7 1 53 1/• X f.G,M,1 D.EF.G NJ s8 * 772277 71 B AA..0 r,GJUD.EF.GaJ as 84 47 1 63- 32 52 1/ 6 X 25 8 A.0 FA 33 u 1/ 0 a 37 3/8 B AC r.G Fc.r.+ 3• 52 1/ 8 X .9 5/8 a A.0 rcmj 345 52 1/ 3 X 35 1/. B A.CGAJ F,c,HJD.Ei.M.0 35 2 r. GJN.t D.LFA.PU 37 ii %! 9 AA,C F.GJHJD.EF.G11) 52 1/8 X 83 B F.GJ.K O.EF.G.J..KJ.K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES, ONAL. INC FLORIDA EXTRUDERS 1SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1100 L 2000 DRAWN BY.: BB I APPROVED BY: D ATE. 10/ 09/01 SCALE: NTS DwG•: FLEX0016 N C,4m& Ca66. mc.. 250 w1ERN904k ftY.. SWC 230. HEATHR0IW. /LORQA 327.E HONE .07 805-0365 FAX N67 DCS-0366 CAULK BBETWEENSHEATHING WINDOW FIN t r OTHERS SHEATHING INSTALLATION ANCMDR 19 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.) SEE NOTES) PERIMETER CAULK BY OTHERS 1' MIN. EMBEDMENT TWO By WOOD r By OTHERS SHIN AS REO'D. SEE NOTES) 1/4• MAX. SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING <TYP.) SEE NOTES) FIN TYPE WINDOW FRAME SItNRBLE SILL STpOL 8T OtMERi WINDOW WIDTH 1/4' MAIL SHIM SPACE SHIM AS REO'D. TWO BY WOOD 1[' SEE NOTES) Stub 8r OTHERS yP.YJ•r C, TUOR _ I' MN EMBEDMENTj Fuz # GLAZING (TIP.) I SEE NOTES) SHEATHING BI OTHERS CAULK BETWEEN WINDOW A— TFw 9 B 24• D.C. MAX. (TYP.) EOUALLY SPACE WINDOW ANCHORS (TIP.) HEIGHT T— A I 6-KX J Ax. (TrP.) ELEVATION vIEwED FROM EXTERIOR l INSTALLATION ANCHOR TWO By WOODR8WOODS[Rfv 8r OTHERS STUCCO BY OTHERS l . CAULK-.BETVEEN , WINDOW FIN SHEATHING t SMEATHING BY OTHERS EMBEDMENT ° •^ SECTION A -A I 1 PREPARED 1- PR02UCT t APK1 FIN TYPE WINDOW FIN WINDOW FRANC t SHEATHINGJAMB . PERIMETER INSTALLATION ANCHORCAULK •8 WOOD SCREW BY OTMERS STUCCO BY OTHERS SECTION B-B NOTES, S1HIMAS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. -- 3) INSTµ704 ANCHOR MUST BE OF SUFFICIENT LYN. 70 ACHIEVE MIN. EMBEDMENT. OF V INTO WOOL Sups. 4) USE SILICONIZED ACRYLIC CAULK BEHIND wNDCW FIN AT HEAD. SILL k jAM?S. S) USE SLICONtZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERDR OF wNDOW FFUME. 6) IF EXACT WINDOW SIZE S NOT LISTED 1N ANCHOR CHART, USE ANCHOR QUA,%-tTY LISTED w)tM NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER tME P.EOUIREMENTSOF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THISPRINTALSOAPPLIESTOTHEFLORIDAEMMERS1500AND 2000 SERIES S94GLE HUNG WINDOWS. rw mrfYNL- INC. 250 INTERNAtIDAL hcWT_ S01TC 250. rTAT.A^, rlt*lLA 32746 H3N5 407 805-0365 KA CONCRETE OR INSTALLATION AMCHCRMASONRYOPENING3i16- Dta TAPCONerOTHERS ONE IT VOD0 CAULK BETWEENDLCKDTOTHERSVIEDHULKt NAVY, OP£N1NG CAULK BETWEEN by OTTERS WB++N FLAN[£ GLASS ITrP:) i WOCD hlCK 1-1/4- MIN. ISEE NOTES) p C Er.3EIIGHi VIP COO. STUCCO By OTHERS SHIN AS REO'D, t/4' IMX. cSE£ NOTES) PERIMETER EAI11.K pax — By OTHERS FLANGE TYPE WINDOW FRAME . CLASS dYP-) SEE NOTES) W.W. RIDGED VINYLnI " 1GLAZINGREAD BADUCK / HEIGHT) vx B B VUn00V EIGMT) BRIDGED VINYL I GLAZING'KAI) W.H. D.V. tDUC V1Ciw SHIN AS REO'D. 1/4' MAIL SEE NOTES) RIDGED V1N-L GLAZING DEAD 1-31.• IN CONCRETE ORHIE.bCwt MASONRY GIENING DT OTHERS fl INSTALLATION ANCHOR 3/16' DIAL .TAPCON . . 4 17 w by WOOD DUCK HY OTHERS FIANCE 'TYPE v WINDOW FRANC CAIJIK TETVEENvGNOWFLANGE PERIMETER L WOOD DUCK CAULK H7 Gt.ERS CAULK HEtvEEN WOOD DUCK L V.V. NAVY.by OPENING cvINDOW WIDI ERS STUCCO BY OTHERS SECTION B—B 24- G.C. MAX (TYP-) RANGE TYPEWINDOWFRAME 6' NAK.. II YP.) PERIMETER CAULK AbyOTHERS ELEVATION a VIEWED FROM EXTERIOR CAULK BETWEENVDIDOVRANGE t PRECAST SILL W/WTA.KEII 116 PRECAST SILL. ADMEStVE CAULK HY OTHERS QR APRV'D: COL. LULU. SECTION A —A_,.,._..,. 1)SM AS REO.O. AT EACH INSTALLATION AW:HIOFt. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAM£ MATERIAL: ALUNANUM ALLOY 6063. 3) 3/16' OIa TAPCON INSTALLATION ANCMORS MST BE OF SUFF"!'R. LIM' TO ACHEVE EMBEDMENT OF 1-1/4' INtO MASONRY OR CONCRETE. .. A 7ACMED TO THE St STRATE VULKEM 116 ESNE UST BE G OR MPROVED EOUAL. M 5) USE SwCMM ACRYLIC CAULK FOR PERwETER SEAL AROUND EXtEROR OF WINDOW FLANGE. 6) IF EXACT WINDOW 512E IS NOT LWED IN ANCHOR CHART. USE ANCHOR OUANTItY LISTED WITH NEXT LARGER SIZE. FOR THE NPPROPRMMTE DES** PRESSURE REO*D. 7) GLASS THICKNESS MAY VARY PER THE REOJW-MEHIS OF AStM E1300 MASS CHARTS. 6) WHERE SPACING BETWEEN TAPCON AbooRS EXCEEDS 24 IN. O.C.. f6 SCREWS OF SuFFICENTLim. t0 PROVIDE Am. S/B IN. EMBEDMENT INTO WOOD DUCK 9+QUID BE INSTALLED: 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW 6 SHOWN. TMIS PRINT ALSO APPLIES TO THEFLORIDAEXTRUDERS2000SERIESFIXEDWINCIDWS - 10) SEE BACK OF THIS SHT. FOR INSTL'N AW- OR REOU' EMEMTS. 11) APPLICATION OF WLKEM 116 ADHESfvE CAULK AT FRAME SILL MUST COMPLY w)tH SEALANT MANUFACTURER'S RECOMMEMOAWNS. 12) WHERE W04DON 6 INSTALLED IN MASONRY QPENdIG WdM A STRUCTUAI two By WOOD BUCK. USE f10 SCREWS ,OF SUFFICEM LENGTH TO ACHEVE 1-3/5- MIN. EMBEOMENT, 13) WINDOW UNITS CAN BE MULLED 10 OTHER UHItS USING ALUMINUM TUBE MULLION. SEEMULLIONINSTAUATIONSHEETSFORR:OIRREMENTS. IN1 EgNATIONAi I%cFLORIDAEXTRUDERSSANFaRD. ».owDA TITLE: INSTALLATiON DETAIL V/ LINE BY BUCK FIxED.FLANt•E vINLOq - SERIES 1000 L 2000 DRAWN BY: HB . APPROVED BY: DATE: I0/2/01 SSGALE• 14TS OWG•: FLEXOOtS SHEET 1 OF 2 MYPARtO Ikt:'/11WUCf Z*`"OLOGY [DIP.. 250 &"Ap It10MAt ARwY. SK1E 250, ,{AYHIaI. fLONDM 327.E P-OF4 407 DO5-0365 FAX 407 DO5- 346 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR 08 SLREV ExTERINISHB,GiHERi — PERIMETERK / CAUL — BY OTHERS WINDOWHEIGHT ExTERtOR PERIMETER CAULKBTOTHERS INSTALLATION ANCHOR 8 WOOD SCREW EXTERIOR FINISH ST OTHERS 1' MIN. EMH SOD FRAMING WINDOW WIDTH y4fu SPACE BY OTHERS A a.• A . ly O FRAMING j j` 1 * Oti i7 tf'BY OTHERS SLAIN AS R£0'D.t+r+li r'-- r 1R Ate' 4 SEE NOTES) NA9. SHEATHING 3r OTHERS 114• MAZ&iF & tf SHIuSPACEYaTla°' SEE NOTEGLAZu GLAZING SEE NOTE 6) FIN TYPE WINDOv FRAME CAULK BETWEEN 1941N. WINDOWFINEN3EDNEN- tSHEATHINGSHEATHING BY OTHERS SECTION A -A FIN TYPE vINDCW FRAME SHIM AS REO'D, 1/ 4' MAX SEE NOTES) WOOD FRAMING BUCK Br OTHERS EXTERIOR rim TYPE. WINDOW FRAME A - 3 ELEVATION MEWED FROM EXTERIOR INSTALLATION Ar4Mdt 6B SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION 8-8 EXTERIOR FINISH PERIMETERCAULK Br OTHERS SY OTHERS 1) S WwAS OEACH INSTALLATION ANCHOR I) MAINLOAD BEARING Sow. um. ALLOWABLE SHIM STACK TO BE 1/4". 2). wINDOw FRAME ATER.AL: ALummumALLOY 6063. 3) pwALLATHON ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE LAIN. EMB..MNT OFI - INTO WOOD FRAME. 4) USE UJCOI*= ACRYLIC CAULK FOR PETbkCTER SEAL AROUND EXTERIOR OF WINOOW Fit". S) USE SIUCOHIZED ACRYLIC CAULK B£NNO WINDOW FIN. B) CLASS THICKNESS MAY VARY PER REOUR2ENt£IM OF ASTmE1300CLASSCHARTS. SINGLE GLAZING IS $MOWN. WSUWV4 CLASS -ALSO OUALIm. 7) FLORRIA EXTRUDERS 2000 SERIES FIXED, PICTURE WWCCW IS SHOWN. 1t4 PRINT ALSO APPLIES TO TILE FLORIDA EXTRUDERS 15M AND 1000 SERIES PICTURE VANDOW. B 8) SPACE, rISTALLATION 94CHM AT 67 MAX. FROu CORNERS AND mAx. 24* O.C. OESICN PRESSURE CAPACITY OF MWALLATIONS. WTI' ANCHOR SPACINGASSTATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' x 71' OR 63- x 95" OR 119' x 37-3/3- MAX. 9) WINDOW UNIT CAN BE ULLED TO OTHER UNITS M14G ALUYUx M TU°E WiLLON. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. riEO fr; PRODUCT IEcH *Am cORP_ 250 i/AS/ Ue ISCALE: N. I. KW. S:A' E 250. LAKE NARY. nAux 32746 I E X0030 D03- IIMSFAK 407 905-0366 U CAULK BETWEEN WINDOW FLANGE L %.MD BUCK CONCRETE OR MASONRY OPENING B7 OTHERS BXTER:OR FINISH By DIAPERS PERIMETER CALK or OTHERS WIDOW FRAME HEAD EKtERIOR WINDOW FRAME - SILL PERDKTER CA,.1K BY Ob[RS EKTEIFIFR FINISH — BT DINERS CAULK BETWEEN WINDOW FLAMGCI. WOOD BUCK GMu IETWCEM R NMG Br DT)ERS 40 CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WDGD NOTES; BUICK IT DINERS 1) SHIM AS REO'D AT EACM INSTALLATWN .ANCHOR WIT" LOAD BEARING SHIM. MAX. ALL.CIMABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUmNUM ALLOT 6063. INSTALLATION ANCHORi—o 3) 3/16- DIAL TAPCON INSTALLATION ANCNDR MUST BE OF SUFFICIENT LIM. TO 3/t6' DNA. TAPCON AC)gEyE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS k 24' 0..C. MAX. ALL FACTORY APPLIED MOLES NOT IXSIGNATEO FOR TAPCON ANCHORS SHOULD BE FILLED WITH /6 SCREWS OF SUFFICIENT LTH. TO PROviDE MIN. 5/6 IN. EMBEDMENT INTO WOOD BWCK. a) WdRE W04DOW IS INS -•ALLIED IN MASONRY OPENING WITH A STRVCTVRAL TWO BY EMBEDMENT USET IN NOTEH3. ACreiYE t-S/!' MAN. tTDSAAMESCREWS EMBEDMENSPACR4 STATED S) USE SIUCON12ED ACRY!.JC CAULK BEHiMO WINDOW F;ANGE A' HEAD. SILL .IAMBS. 1/ 4' MAK. SHIM SPACE 6) USE SsL"m:CD ACRYLIC CAULK FOR PERIMETER SEAL AROUND EM&OR OF WINDOW FLANi,E. 7) GLASS THICKNESS MAY VARY PER THE REODUIEMENTS OF ASTM C13M GLASS, CHARTS. SINOL£ CWIN6 IS SHOWN. INSULATING CLASS IS ALSO OUA.IRED. 6) BUILD DOWN AROUND CURvED PORT" OF WINDOW FRAME TO BE ENGINEERED BY OTHEPS. BUILD DOWN MUST BE OF SMFFIECIENT S-RENGTM TO ADEOUAT£LY TRANSFER LOAD FROM WINDOW TO THE IS'.RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESWNER WINDOW SHOWN- TMIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. SHIMASREO'D 10) ELEVATIONS S47W COMMON COM:IGURAAOmS. IT 15 NOT INTENDED TO LIMIT UOF SEE NOTES) THIS PRODUCT TO THESE TWO CCNFIGURATgxS. THIS SHEET APPLES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE TODD. 1750. # 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINOOW 1M7 CAM BE MULLED TO OTHER L"TS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMrNTS. GLAZM CTYP. SEE. NOTES) 4 CCINCREtE DR MASONRY IT O. MERS SECTION A - A INSTALLATION ANCHOR 3r16' DIA TAPCON SPIN AS REO'D SEE NOTES) A I L 1/ MAX. EXTERIOR ELEVATION SHIM SPACE A 13. 0-AaFA 1-1/ 4- MIN. a EMBEOMENT +,- ONE BY WOOD BUCK BT OTHERS •. 1-Ira' MIN. EMSEDNwni Ir{• SMIN SPACEONE IT v^-DD SHIM AS RE -OD BUCKBY GTHERS CSEE MOTES) INSTALLATION ANEMCR 3r16' DIA. TAPCON VMpOW FRAME q Q/ JAHD GLAZING ITYP SEE NOTES) CAULK BETWEEN VYD RICK L W. Y OPENING IY OTHERS PCRIMCTER CAULK ) 1 CAULK BETWEEN BY OTHERS WIM3DV FLA'O£ ILWOOD BUCK E}TEem FINISH CONCRETE BY OTHERS OR MASONRY WINDOW WIDTH — r; By OOTMCRS SECTION 8- WINDOW WIDTH A P MEM ' HECIBB 1 A EXTERIOR ELEVATION FLORIDA EXTRUDERS' sANF RD. FLORIDATITLEFLANGE INSTALLATION DETAIL CONCRETE HEADER V/1 BY P CK DESIGN=R FIXED VINDOW IOW, 1750, L 2000 SERIES 4E ORA" BY: as APPROVED BY: DATE:Q2/ 2l02 SCAlE:NTS DVG: FLEx0035 rw.¢t Nti^MKI NbHOXGn. tfN I.rN...lsa... a.t. >+,N'[ Nx-L.IApH/, rceHn. I{I.{ woc .n Ke•ca Y.. o Ne5•fJH INSTALLA T:ON AN ?CA ONE BY KICK co SCREW KY OTHERS DICK W107M CAULK KE!WECN WINCCW BUILD DOWN By OTHERSFLANGELS..-EATMIMG UI Stau,1SAl;;-..Es TWO FRAHINGTOSILL) AS Pf0'0. AT EAC*' s6Lv,LAT1ON1 ANCNIDR IOTAAx, RH LOAD BEARING SHIM. M DT OTHERSALLOwA@LESINSTACKTOBE1/4'. PLTv 4 <'YP.fPLYWOOD 2) wINDOw FRAME MA iIlk! ALUMINUM ALLOT 6063. IT LNN. 3) TAPCOM INSTALJUTICN ANCNCRS AT SILL t•K.ST @C OF SLAMOENT .TN. TO ACwEF. SHIMrt-3/B' I 1 £MBEDuNT MIN. EMBEDMENT OF H-1/4' INTO MASONRY COR CONCRETE. 110 INSTALLATION AS RCC•D SEE MOTES) Sc" AT MEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHKEK 1-3/3_ MUM. EMBEDMENT INTO WOOD FRAMING NO 311LD DOWN INHERE RECURRED. EXTERIOR FINISH Rac_TTAuATM ANCHORS & SCREwS TO It PLACED 5 IN. FROM CORNERS & 2- IN. 111 OTHERS O.C. MAX. WIDDOW FRAM A) USE SR.1000wa'ED ACOr•IC CAULK @EmwD wwDOw FLANGE AT HEAD. Su & AAMBS. JAMB S) USE S4CONCED ACRYLIC CAULK FOR PERIMETER SEAL ARO" EXTERIOR OF WINDOW FIANCE. GLAZING <TYP, IA. wx. 6) C:ASS THC"ESS LMY vARY PER •..E REOIAtCMENTS OF ASTM E1300 CLASS SEE AMC.) SHA1 SPACE I CHARTS. SINGLE GLAZING IS SMOwN. 06RATOG 0-4Z 6 ALSO OVAUFEO. B'J7) LD DOWN AROUND CURv£D PORTION OF wtuDOw FRAME 70.BE,ENGANE_RED BY OTHERS. BUILD OOww MUST BE OF SUFFICIENT STRENGTH TO ACEOIATELYTRANSFERLOADFROMww4WwTOTHESTRUCTURE. P£R:METER CAULK BY OTHERS WINDOW FAAHE HEAD WwoaN ME"' F1-3/6' MIN. EMBEDMENT 1/A' MAX. SMIM SPACE CAuu1 BEtvEEn TWD 31 DUCK 6.CONCRETE h OTHERS INSTKLATIDN AF[yCR 9 SCFc£v a CAULK DEivEEN vIMXW FLANGE L WW1D XICK a a B) FLOROA EXTRUDERS 1000 SERIES DESIGNER wwt*Cw SHOWN. THIS PRINT ALSC APPLES TO FLORIDA EXTPUOERS 175C SERIES & 20DO SERIES. - CONCRETE OR9) CLOVAT04 SHOW COMMON CONFIGURATIONS. )T 1S NOT INTENDED TO Lae USE OF r.AIWY SHIM A. REO'D THIS PRODUCT TO THESE Two COT4FkwRATDNS. TN S SHEET APPLES TO ALL PERIMETER CAULK 5r CtHERS SEE HGTES) C:t tti)RATKXNS THAT CAN BE MAWFACTURED FPAM THE f000, t750. A 2000 BY OTHERS SERIES DESIGNER rOn WINDOW FRAMING SYSTEMS. 10) wmDOw UNIT CAN ALSO BE MULLED TO OTHER WUTS USING ALUMINUM TUBE WINDOW WIDTHMULLION. SEE MULLION INSTALLATION SHEETS FOR REOUANEMENTS. BUCK ExTE?TOR " EIGHT GLAZING (TIP. SEE MITES) - I v;HDOv FRAM SILL EilMETER EAILK SHIM A DiHERS tiff x'ERS'1N ETHERS p S RSO D 1 EF 3 L I L SI/4' MAX. f EXTERIOR ELEV-^TION AI s A " ELK D£TvEEN eWIM006FLANGE M IT WOOD Mr4C.LrT;>LJ7y r jIRWA B. 0 A. r A i CAULK DET rEEN EMKEDMEN<' MOOD >FwK . HAMMACTMM Mom; HAsow.• 'MPENING \-DNC aT WOODIVOTHERSWCKDrOTHERS _ • " QIn. ATE SfC TION A —A MAAffM FIDEHAS" - D<STAL:LATITPN ANATf,.P KY 3n6• VA, 1APCON EXTCRXP FINISH HCTION B—B eY aTHExs i - UNOt1w wwrl A F A += FX_FRIr= E° EyATION L:/IdfuC IsCA"*: No 5 JDXG,; F 9 SHEATHING Sr CTHERS i f9 INSTALL ANCNOR SC( PERIMETER CAULK BT OTHERS rim.FRAHE HEADER EXTERIOR PERIMETER CAULK IT OTHERS EXTERIOR FINISH—/ By OTHERS IB INSTALLATION-./ ANCHOR SCREV, (TTP.) SHEATHING — BI OTHERS CAULK ICMtND FIN TVO Sr BUILD DOWN by OTHERS SMIM AS REO•lL NOTES SHaM AS REO'D. ADJACENT t0 EACH tNSTALLATON ANCHOR WITH LOAD BEARING SEE rGTEi) yIM. mAx. ALLOwA2LE Swu STACK TO BE 1/4*. 2) WINDOW FRAME wT--RUL• ALUMINUM ALLOT 6063. Ile wu 3) USE SILICONZED ACRIUC CAULK. BEHIND *vmw F:N AT MEAD. SId A JAA195. F•(„ SPACE A) USE SLICONIZIED ACRYLIC CAULK FOR PERIMETER SEAL AROUND ExTER*R CF WINDOW FRAME. S) CUSS THICKNESS MAYAZI VARY PER REOUK(EMENTS OF ASTM CHARTS. SnNGLE C.AZI+G K SHg1WN, WSuuTING GLASS K ALSO QUALIFIED. N. OVAL LED. 6) SCREW ANCHORS AT HEAD, SILL A JAM;?S SHOULD BE 16 SCREWS OF SUFFICIENT LTM, TO PROVIDE UK I IN. sm. _EMBEDMENT B+TO WOOD FRAME. PUCE /6 SCREW ANCHORS 6- FROM CORNERS AND 24' D.C. MUL. 7) Sk" DOWN AROUND [LINED PRAON OF WINDOW FRAME TO BE ENGINEERED By OTHERS. On DOWN MUST K OF SUFFICIENT STRENGTH TO ADEOUATELT TRANSFER LOAD MIA WINDOW TO THE STIKICTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DES4 NCR WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERFS A, 2000 SERIES. 9) CLEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL XI CLWAT06 THAT CAN BE MANUFACTURED FROM THE 1000. 1750. A 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIR£MEHTS. GLAZING (TIP. SEE NDtES) I WINDOW WON 1IA FIN FRAME SILL SHTM AS REO'0. cSEE NOTES) 1 n / 1• pKEelEDKN SECTION A —A 1/t Ac 94M SPACE A two by FRAMING EXTERIOR ELEVATION By OTHERS D i• CAULK BEHIND FIN , 1 1 HEIGHT B B zom 1/M IHAL =: INSTALLATION I& SPACE ANCHOR SCREW (TIP-) SHIM AS REO'0. ILA TVO BT FRAMING IT OtIERiSEENOTES) CAULK BEHIND FIN FIN FRAME JAMB GLAZING (TIP. SEE NOTES) L_ r KCKAiK1( EXTERIOR EXTERIEW FINISH Sr OtrERS j — wo-mv virr" PERIMETER CAULK 5r.OTHERS SECTIGN B— A EXTERIOR ELEVATION FLORIDA EXTRUDERS'SAANFoD. FLORIDA MU: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES DRAWN W: BB APPROVED BY: DATF02/14/0 SCALE:NTS DWG.: FLEX0037 W-0 V. M IC, scwaw H 9w VA .ae..YoH.. ". m a. K.t•• ' nIIAH W. •.Oc - NAIat ..H .n mi-HaA CONCRETE OR SHIM AS RE'0'D _ MASONRY OPENNG SEE NOTES) HY OTHERS CxaK HETvtEN DOOR ELAK+EN S. vrpD I'll CAULK BETWEEN PERIMETER WOOD BUCK t HAS-Y. OPENINGCAULK5YByOTHERSOTHER STUCCO Hr• OTHERS INSTALLATION ANCHOR 3/I6• DIA TAPEON INSTALLATION ANCHOR 49 SCREv (TYP. WHERE ONE BY WOOD TAP --DNS ARE NOT REO'D.) BUCK BY OTHERS 1 1/4' MIN. Er,3EDMENT MAX. SH1DF $HIM SPACE INSTALLATION ANCHOR D8 SCREW (TYP. WHERE iAPCONS ARE NOT RED-D.) SLIDING GLASS DOOR FRAHE HEAD TEMPERED GLASS (TYP.) - DOOR HEIGHr SLIDING GLASS tDOORERADE SILL ( 7 E's3P.DMENT V. A • A A 1-1/4' M:N. - O G • O P LI9ERALLY APPLY CAULKIW t)NIN_'R SILL . OR SET SILL IN KD INSTALLATIONNSTALLAIOAPCON, Or CONCRETE SECTION A -A g 2302' SLIDING GLASS 1/4' )+•x. SHIN SPACE 1 1 1/4' MIN, CONCRETE OR EMBEDMENT MASONRY OPENING 8Y OTHERS OWEBUCKYy WOOD BY OTHERS iNS'ALI ATtON ANCHOR CAULKKICKBETWEEN 3/W DIA TAPCON ' By7D BUCK L ' MAS'Y.:DPEMING YY OtIERS V CAULK BETWEENDOOR "AME JAMB CAULK BETWEEN SLIDING GLASS DOCa MODE STRIP t. WOOD BUCK& HOOK STRIP WOOD HOCKf# NAVY. OPENING Q BY OTHERS t) SHIM AS REO'D. ' VICSEENOTES) I-1/4• HIm EMBEDMENT 4 INSTALLATIOV ANCHOR 3/16' DIA TAPC13N4 TEMPERED GLASS p CAULK BETWEEN DOOR FLANGECTYP.) i vMD DUCK ONE BY WOODPERIMETER CAULK BY CONCRETE OR BUCK HY OTHERS OTHERS MASONRY OPENING STUCCOByOTHERSBYOTHERS S"GA WIDTH B4OARTENPERED GLASS / TYP.) SECTION B 1INUFAG'TURER I Y. r. a s 9 V INTERSLIDG GLASS DOOR INTERLOCK T .,c'e S MASTER FII.E # ^ _ HOOK STRIP DETAIL U DOER MATERIAL• ALt/IMAN AHADY 6063. D) TA/COU TYPE VaTALCATION ACCHORS NUS: K Or S/rICICNI LbGTN TO AC)IEvE 14M, CNKbINt Or 1-11 INTO NASOIYtr OR CONCRETE. 3) KtERNATE TAPCON MIALLATIGN ANCHORS r*QmT TO SACK IN ALL rRArE KRDERS. 4) TAPW1 ANOM CMARt ON SACK OF THIS SECT. SPVIESILICORRDACIt"X CAULK DE"IND DOOR PLA)GE AT HEAD L ^"t 6) VSC MX04ZED AMMIC CANAK FOt KRIKTER SEAL AROUND Exlt*Wt Or'DOOR .. _ 7) Ir CWJ DOOR = IS tot LISTED IN NEDOR CHART. VSE ArCIOR"OVANTItY,USTED WITH NEW LARGER SUM,"FOt,lNE APPROPRIATE DESIGN PRESSURE REO'D. ` D) FOR POCKET DOOR STMS VSE CLOSEST D+PASS DOOR SIZE L CDwVAAATWH TO rIN1SHED OPCMOG RACE - TAPCOa, IN FRONT Or HOOK STRIP AS SOUK toGLASSTHICANCSSMAYVARYPERREOUIREHENTSWASTIRCt= GLASS CHARti tooALLFACTORYAPPLIEDHOLESmatSEStGHATEDFOILTAPCGwANCHORSHOULDKFILLED tell" 40 SCAEV; OrSVrrTCtnaLENGTHTOPROVIDENINS/D' EHKD)ENT INt0 LOOD SUM .. III DOCK Wj IS APMvED USING 1rCmA%X2 GLASS IN SMGLC GLAMD OR INSVLATIK GLASS. 11) JA" / SILL CORNERS ARE TO K SEALED WITH A SMALL JOINT SEAM SEALER. . 13) SHIN AS AEfiO. At EA SET Or INSTALLATION ANCHORS )MK KLOWAN r " STACK TO K 1/4'. tA) ALL INSTALLATION ANCHORS MUST K M2C Or CORROSION RESISTANT MATERIALS IS) WHERE • x. REPRCSEN75 MOvD4 PANEL AND '0' REPKSCHTS fixE0 NFL AMROKD _ A CGKIGL0t. TIDNS ARE AS LISTED ON AN D<P CHART ON DACK Or THIS SHEET 16) NOTALLCG,,l*AUTIONS LISTED ADDVC ARE SHOWN ON THIS DRAWING, HOWEVER IMSTALLAIMM EXTERIOR ELEVA-! DN SECTIONS-A-A','D-Y. L HOOK STRIP K7AtL APPLT TO INSTALLATION OF ALL APP14WCS 2 PANEL DOOR S043VN COSIfeArlO.i 17) p WITGUONETA/CON IN [ACH PANT tr rACiORY APKIED INS7ALUtWM HOLES SMELLS )DIED OTKRVISE ON ANCHdtCHART. SCE SACK Or THIS SN[ET. iM FLOOGA ExTRUKRS ID00 SERIES SLIDING WSS D" IS S+OV THIS BINS ALSO APPLIES TO DWO,SMCS AND ! DO'SCRICi .' .. . LAI L:IV/ L.J/ V/ I a.)+u... • • 1A'"" R• N LLnV'JL) ___ J A4rA.P.n tH AMKn)M L APIt1GTIM DAICWT lN4 M. 2% NTEAMATIDN% )kv_ SWTC LSR etAtNW. FLDRI7. 3tT46.. 402-OCS-MS FAA 407-CS•03M INSTALLATION ANCHOR r DOOR WtDTH /A• MAx. SHIM SPACE INSTALLATION ANCHOR SHIN AS RE`O'D D8 SCREW Tv0 By W00D DH SCREW SHEATH NO (SEE NOTES) — 1-1/8 MIN. By OTHERS NE EMBEDMENT 7VO By WOOD By GT RS CAULK BETWEEBT OTHERS BETWEENByHY WOOD DOORFLANGEByOTHERSSLIDING GLASS L SrEATNIri DOOR FRAME3 CAULK BETWEEN JAMHOOKSTRIPLSHEATHING SLIDING GLASS DOOR SHIN AS REO'D. HOOK STRIP I/s• MAX. (SEE NOTES) SHIM SPACE 4 ( lArii 1+ 1/5' MIN. EMREDMENT STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS TEMPERED GLASS ( TYP.) f . 1.T -. ++ DOOR N. sY.. Y 8.:iLi'. :fY J t HEIGHT sG p1014 U SLIDING. GLASS. DOOR FRAME SILL p A 1-1/4' MIN. LIBERALLY APPLY CAULKING UNDER SILL i INSTALLATION AI(CHIi}R ORSETSILLINREDOF- CONCRETE 3/36• DiA ?APRON. SECTIO A -A_. F INSTALLATION ANCHOR .I-1/$' MIML toSCR£v EMBEDMENT TEMPERED GLASS CAULK RETWEEN . TTP.) DOW FLANGE I SHEATHING SHEATHING RY OTHERS ERIMETER SHEATHING CAULK BY bT OTHERS TEMPERED GLASS OTHERS STUCCO (TYPE STUCCO OR SIDING ORSIDINGHYOTHERSHTOTHERSSLIDINGGLASSDOORINTERLOCK SECTION B-B HOOK STRIP DETAIL: A _ p Dax MAtwAL KLwtnaR ALLAY iDi1--- 2, q INSTALLATION SCREWS MUST K OF SNKICIEMI LENGTH TO ACHRCVE MHI,L CMED,EN? - or I-IR'. INTO -V= JAP ON TTK DFALLASMOMM ANC GRS At SILL MUST K O7 SHfitCTGrt LpHGiM M AEM{EVE NpL tMKDMCM' I-Vr MO MASONRY 01 tDK'KtL b yMS1KLAtKIN ANCHOR CHARt DN DAM or THIS Dal. - _ sM USE SAICOWIEO KRHLIC CAULK I N P DOOR R AMMSEAL AT AROUND, L TCNHMbi , .._ .. -. SHUSESAICDMRABACRTLICCAULKFORPEDIMHETCRSEALAROATD. C%TERROR Or DOOR. uIfpactDOORSIXISHOTLISTEDINANCHOROUST. USE A1i1Q OUANT! I LISTO WITH MCAT . LARGERSRC. FOR M AflRDINAtf "KS1fN iMCSSiAC'R£O'a "- --'-' 72FOR OD2t DOOM SINS USE CLDSCST WASS NOON SIZE L COMftFAAAton TD rwTmC5 OEt" a H PLACE IMSTALLATtON AMMC)ORS, IN VAGNi OF N= 111V'AS SHOWN . b GLASS tKKRUHfSS MAT WADI PER fEOMRMKMEMtS W ASTM EI200 GLASS CHARTS S, DOOR UNIT IS AP XM; USITMG ToftKD. CLASS IN 04C GA20 OHt-INSULATING GLASS IN, AAND /SILL CORNERS ARE TO K SCALED.WMtN A SHALL ARMT SGwSEALtMG . _.. . 11, S.Im AS XE" At EA SET Or INSTALLATION ANDOM MAIL ALLOWQLE SMW $"a" t0 I/A•, I, tMK x' gcpftW_ws Abi ING PANEL ARO •O' RCNRESCMTSK IxEjPANELEAMROKS COWIGUiRATIONSAREASLISTEDONANCHORCNA%t ON A Cx OF INIS SNCET. EXTERIOR ELEVATION I.' SECTIONS ''D--Tr L HOWSTRIPXTXX TO INSTALLATION ALLKA jjo Arm EOMFMGRRAtaNIS. . 2 PANEL DOOR SHOwN IS, FtO1RtDA [xiRUDEDS HOOD SERIES SUDIHO GLA:S man IS SHOWN T,OS PRINT ALSO APPLIES TO DOM SERIES. AND DNO SCRIEi REV DESCRIPTION DATE, INI pp nn / EXTRUDERS F L R I D A INf. mc. S'ANFIaRD F-L MIE: SLIDING GLASSDOOR INSTALLATION_ WITH #8 SCREWS.`.~. i DRAWN BY: 38 _ _ ;: APPROVED BY: 2I PATE. 2/ 17/01 ISCALE: Nit jDWG ;£LE10I127 S II I D M MHOS L MAM N lA!T LLHCATXMENidtERDQIK-" INRCMMTINNAL NLVH. SUITS M w(ATMANW.. FLACOA. TDi.L. qN-RLS•LILS Nu g7•RH6.OTLL p- 1000 P.V DESIGNER SILL (TYPJ i8 X 3/4 SELF TAPPING SMS 1x2x1/8 TUBE MULLION SEIILANVT FLANGES L KLL104 SEALANT BLIVLLN- . `68 X 3/4 SELFVINDDVFLANGES L W&LION TAPPING SMS BETWEEN CTYP DAM FLANGES SECTION A —A (1) L MULLION — LOW P•VJDESMNM SILL (TYPE . i8 X 3/4 SELF TAPPING SMS 1/8 I 1il / TUBE MULLION 08 X 3/4 SELF 1000 IK TAPPING SMS s HEAD CTYP.) SECTION A -A (3) t FLANGIES MUMN 1000 P.V /DESIGNER FtAHCSILLRYP3LMA110N i8 X 3/4 SELF TAPPTNri SMSI X 4,X 1/8 TUBE MULLION i8 X 3/4 SELF LOW SA TAPPING SMS HEAD (TV.) SECTION A -A (5) 1000 P.V DESIGNER SILL (TYP.) 68 X 3/4 S TAPPING SK IX2X3/8 TUBE MULLION 68 X 3/4 SELF CTYPT —! TAPPING SMS MEAD SECTION A -A (2) 1000. P.V DESIGNER SELL (TYP.) i8 X 3/4 SELF TAPPING SMS IX27/16 X TUBE MULLION SEALANT BETVEENFLANGE L. MLL.LMN APPLIES TO HEAD & SILL WHERE 1' X 4' AUXILIARY PLATE DETAIL C do 2' X 4' TUBE MULLIONS ARE USED OM ADDn=%L ANCHORS, VNEN REQUIRED) 0 SHEATHING O O INSTALLATION ANCHOR i8 VOOD SCREV CTYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY VOOD BUCK BY OTHERS 1000 PV DESIGNERiSILLP3 MULLION APPLIES TO MEAD & SILL MNERE V X 2' i8 X 3/4 SELF t I' X 2 7/16'.TUBE YUUJ0NS ARE USED TAPPING SMS DETAIL e 2X4X3/8 TUBE MILLION v !! i8 X 3/4 SELF IDS.HTAPPING SMS HEACTYP.) 1—Its x 3/4 SELF _. TAPPING shs SECTION A - A (4) 1000 Sx HEAD CTYP.) - - 100 RVJDESIGNERSECTIONA -A (7) SILL (TYPJ ... TAPPING SMS R A B•p„ Ix4X3/8TUBEMULLIzwri 1 "- 08 X 3/4 SELF nJ 1000 SA TAPPING SMS / HEAD CTYP.) SECTION A - A (6) i 4F 2W2 TAU.AtION ANCHOR DB VODD SCREV TYPO HWIZ EMBEDMENT — fur NIX T INTERNATIONAL, INC FLORIDA EXTRUDERS. sAmo, FLoRmA rmy-SER. 1000/1500 FIN SHEET i .OF '2...- ._ TRIPLE"HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2> FOR DESIGN PRESSURE - CAPACITIES DRAWN BY: MSH APPROVED BY: DATE:2/ 6/02 SCALE:NTS - DWG-: "IHMFINTR SEALANT NTWEEN Dmov FLANGES i KLLION 1000 P.WDESIGNER SILL CTYPJ t8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT I WIDOW n ML.LMN 1000 P.VJDESIGNER SILL CTYPJ 88 X 3/4 SELF TAPPING SMS TYPICAL MULLION 70 CONCIttE 9 -AM APPLIES JAMS WHERE& 4'OTU13E MULLIONSIARE USED) dT DETAIL 8 CONCRETE OR MASONRY-\ BY OTHERS IX2X3/8e TUBE MULLION SN ONE BY VOOD_l S U41YC.ENMAL FWJgWA B.O.A.F. 9" BY OTHERS k8 X 3/4 SELF . TAPPING S bW M F" # 6 Mullro+. 1000 S H TAPPING SINS umS.H. HEAD CTYP. HEAD CTYPJ SEALANT vcrvm vl„mV RAN= SECTION A —A (1 ) SEC PION A —A (21 L MULLION 1000 P.VJDESIGNER mm P.V./DESIGNM 1000 P.V./=lGNER SILL CTYPJ SILL (TYP.) SILL (TYP.) Q . R8 X 3/4 SELF Na X 3/4 SELF i8 X 3/4 SELF TAPPING SINS TAPPING SMS 1 1 X 2 7/16 X 3/8 TAPPING SMS E MULLION X 1/8 TUBE ION TUBE MULtID24 4 X 3/8N TUBE MULLION EMBEDMENT SEASTWEEN FLANGESVDcav FLANGE MULLION1MULLIONr— A 08. X..3/4 SELF t8 X 3/4 SELF _: L_.. A.._ l000 WL TAPPING SMS 1000 SR TAPPING SMS HEAD CTYPJ HEAD CTYPJ SEALANT KTYEEM F SECTION A-A(4) SECTIONA —A (3) 8 z 3/4 SELFwIMDDv Mt. 1D]N TAPPING SINS 1000 P.VJDESIGNER . SEALANT BETvMN 1000 P.VZOESIGNER . SILL CTYPJ VINMOV FLANGES / SILL CTYPJ IW) SJi r 0X3/4 SELF a MLLMN i8 X 3/4 SELF HEAD CTYPJ TAPPING SMS TAPPING SMS 1 X 4 X 3/8 SECTION A —A (7) MEWED FROM. EXTERIOR 1X4X1/ 8 _ TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS "'R°NUI M SANFORD, "FLORIDA Tate SER, 1000/1500 FLANGE SHEET L.OF. 2 I TRIPLE -HORIZONTAL -MULLION SECTIONS.'''. SEE OTHER SIDE (SHEET 2 OF.2) ,FOR e x 34 SELF ra z 3/4 SELF DESIGN_., PRESSURE CAPACITIES = TAPPING, SMS TAPPING SI4S Imo S.H. 11 EE" S. H. i s DRAt1N HY: MSH A>?Pi. OVER HY. HEAD CTYP SECTION A= -A-. `151 _ _:, SECTION' =A —A (6) Dt1rs 2/6/02 sceta mrc.: iHMFLGTR 9 IOD0 P.V DESIGNER 1000 P.V DESIGNER APPUES TO HEAD & SILL WHERE 1' X 4' SILL ATYPa SILL (TYPJ AUXILIARY PLATE & 2' X 4' TUBE MULLIONS ARE USED OW ADDIT10ML AND4=, WHEN RCOIXRE7d DETAIL C 9 X 3/4 SELF k8 X 3/4 SELF O TAPPING SMS TAPPING SMS SHEATHING 1X2X1/8 IX2X3/8 TUBE MULLION TUBE MULLION — r INSTALLATION ANCHOR 08 VOOD — SEALANT BETWEEN SCREV CTYPaVINDOVFLANGES - . L MULLION EXTERNAL MULLION INSTALLATION CLIP TVO BY WOOD KOTHERSEALANt ETVE•8 X 3/4SELF F8 X 3/4 SEi ;NZ e. iINNFLANGES \-00S.K TAPPING SS 1000 sFWMAaN[- SEALANT BETWEEN HEAD ( TYPJ HEAD'(TYPa MMWACTUM N MULLION VIMwV FLANGES SECTION - A—A (1) SECTION A —A (2L MULLION IDW P.V DESIGNER 1000 P.V./DESIGNER K &STER .1 SILL (TYPJ SILL ( TYPJ Yf 10 j 8 X 3/ 4 SELF E8 X 3/4 SELF 1000 P.V DESIGNER ATAPPING SMS TAPPING SMS SILL (TYPa 1X27/16X1/8 1X27/16X 8 1 TUBE MULLION TUBE MULLION •8 X 3/4 SELF L A / TAPPING SMS 2X4X3/ 8 TUBE MULLION I SSEALA&MTIN FLANL11/8' MIN L. MULLION EMBEDMEN _ SEALANT BETWEEN 9ftED FROM pXIEftlDW WINDOV FLANGE L MULLION-JZQAIL@ . ' APPLIES TO HEAD t SILL -WHERE I' X Y t 1' X27/I6', TUBE MULLIONS ARE USED' I18 X 3/ 4 SELF B8 X 3/4 SELF 1000: { TAPPING SMS 1000 SJi TAPPING SMS° HEAD (TYPa HEAD ( TYPa -. .. ._ . SEAL.A T BFL W`EEsEN SECTION .A -A (3) SECTION A —A (4) t"L'"n°' "No"R e umSCALv VINIL MULLION. Ct1' P 1DW P.V DESIGNER . F EN 1000 P.W DESIGNER `HORii tsrP r SILL(TYPJ L . u r SILL (TYPa TAX3/4 SELFVi . s8 X'3/ 4 SELF ' / k8 X 3/4 SELF TAPPING SMS TAPPING SMS1 X 4 X 1/8 TAPPING SMS1 X 4 X 3/8 TUBE MULLION TUBE MULLION 08 X 3/ 4 SELF TAPPING. SMS 1000 SA-. HEAD (TYPa . SECTION' A-A ( 5) N8 X 3/ 4 SELF I000 S H - TAPPING SMSHEAD (TYPa SECTION A —A ( 1000 S.M. SECTION A —A 7 HEAD (TYP— -1 , T J FLORIDA EXTRUDERSD° F PMA v,`,'TMZSER./000/ 1500 FIN SHEET I OF 2 . s Awi. tI •: I_N_ HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN:.PRESSURE ,CAPACITIES t F j kCVN BY: MSH APPROVED. BY: Ds?E2/6/ 02 SCALE:NTS Dxc.: 1HMFINTu SEA_AW DET':Ee'i VNzow FLA.WGT_S 1 HP.P_L!;,% I000 P.y./DESIGNER SILO. t7YF ) s8 X 3/4 SELF TAPFINf, 57SS X 2 X 1/9 Tj:E +4aLLIGh SEA .ANT BETVSSM KW=V FLA.1, S- L M,JLLICN N_-s8 X 3/4 SELFi0SwiAPPIMr`• SMS SEALANT BEE 1k=4 FiAPZES SECTIVN A —A (1) S H'.`JLLIO' t P.v DErcaER SILL ITYP.) KS X 2/4 SELF TAPPING SMS 1 x 2 7/16 X 1/8 TUBS MULLION SEALANT SETVErN VSNS"w f_ANGES- i KJLLtrN 9 X 3/4 SELF t 0 S.H. TAPPING SH!S HEAD (TYP.) SEALANT BETVEEK SECT1Oiv A —A (3) VIK=+ FLANGES L KULLIM rff LOGO P.Y./DrS'GNER- SEALANT HE7vEEh1SILLCTYP. WINDD",l FLANGES . j 48 X 2/4 SELF L %kL'MN TAPPING SMS r X4X1/8 1CGG P.1../DESIwYER mULLION TO CONCRETE C JAMS r-SILL .WD JXSQO !AMS WHERE 1- X 4- MULLIONS ARE USED) Q 1 ' AS x 3/4 SELF TAPPIN: SMS my ni-YETEORMaS^w2 3Y CTttERS i X 7 X 3/3. t i-- INS'• At-LATION ANOCR 3/16' DIA. TAPPZD3 SCREW AN.rk Q"('YPJ EXTERNAL KA.LIGN INSTALLATION cL1P O.A;F. BUCK BY OTHERS ANTRAL FLOWA MAN LCT I i j 6 x 3/4 SE.: TAPPING SMS X* iN : 7 :T7R.: FILE !!!I 1 SF OTi0Ne A —A (2) j UV_ FA.,./DESii:NCR • 1000 r'•/DESiF i SILL (TYP.) S LL CTYPJ a X/ G SMS 3/4 SELF TAPPING -*8 x 3/4 SELF 1 1/4' MIX vA i X 2 7/16 X 3/2 TAPPING SMS TUBE MULLI31 2 X 4 X 3/8 TURE K.LLMH1 I• EMBEZKEN SEALANT BETWEEN WNVMV FLANGE L WLLION 8 X 3/4 SELF iGOD S.H. TAPPING SMS WEAD (TYP.) SECTION A —A (4) r 1000 P.Y./DESIGVER SILL C.YP.) ae X 3/4 SELF TAPPING SMS 1 X 4 % 3/8 Y `—*e X 3/4 SELF \—#a x 3/4 SELF Iwo SA. TAPPING SMS.. R — I00G S.H. "TAPPING SMS HEAD (TYPJ riEAD CTYP.) S T,ON A -•A _2l SECTION A_d f6j_ x8 X 3/4 SELF TAPPING SMS HEAD : YP.) SECTION A —A (7,A—A t77 DETAIL S,LL ScATSN VIEWED FROM EXTERIOR f inu: SER. 1 OOG/ 11_500 FLANGE _-..SHEET 1 OF• `2.. ITWIN HORIZONTAL MULLION SECTIONS A } i S.E ! ncR 'S LSIDE n—C I OF. c% FJri DESIGN-PPESSURECAPACITIES DRAAN BY: MSH APPROVED BY: FEB1.5 202DATE:2/4/.^.2' JSCAlEJJlTS DEG.: ' I HMFLGT'd 1000 P.V DESIGNER SILL_(TYPJ s8 X 3/4 SELF TAPPING SMS IX2X 1/9 TUBE MILLION SEALANT BETWEEN WINDOW FLANGES' 0 MULLION SEALANT. KNEEN s8 X 3/4 SELFWINDOW S" 1000 &K TAPPING SMS MEAD (TYPJ SEALANT AETWEEN WINDOW FLANGES SECTION A -A (1) L MULLION 1000.P.WDESIGNER SILL (TYPJ t8 X 3/4 SELF TAPPING SMS . 1X27/16X1/8 TUBE MULLION SEALANTETVEWINDOW E L MULLION BS X 3/4 SELF 1000 S.K . TAPPING SMS HEAD (TYPJ SEALANT BETWEEN WINDOW FLANGES SECTION A —A (3) t MULLION 1000 P.VJDESIGNER SEALANT 1 SILLCTYPJ OW FLAW a MULLIONjSX3/4 SELF TAPPING SMS IX4X1/B TUBE MULLION 1000 P.VJDESIGNER SILL (TYPa ss8 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION AtDO IARY o ATC 0-W AVVITMNAL AKMML VrO *E0 ARtm APPLIES TO HEAD do SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED LATHING INSTALLATION ANCHOR f8 VWD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP 4'iEIVTIRA FL€ T_MAB.O. By vOOD s8 X 3/4 SELF Z BY OTHER 1000 S.M. TAPPING SMS, KA"ACT N : HEAD. (TYPJ OR/P4 F+17c MULLION SECTION A -A (2) ERS MAMM FR.P-, # 6 _ r S000 P.W./DESIGNER DFIeiIS r-- A Q 8 X 3/4 SELF ID00 P.WJDESIGNER -- TAPPING SMS SILL YPJ ... 1X27/16X3/8 LrA J. Wir TUBE MULLION 08 X 3/4 SELF' TAPPING SMS 2X413/8 TUBE MULLION SEALANT DCTWM WINDOW FLANGE LMULLION 8 X 3/4 SELF 1000 Sx TAPPING SMS MEAD ( TYPJ SECTION A —A (4) 1000 P.W./DESIGNER SILL ( TYPJ N8 X 3/4 SELF TAPPING SMS 1X4X 3/8 TUBE MULLION f8 X 3/4 SELF N8 X 3/4 SELF TAPPING SMS 1000 SA TAPPING SMS JnHEAD (TYPHEAD (TYPJ SECTION A — A (5) SECTION A —A (6) 11!8' MIN. MEWED FROM EXTBWR MAILr . t fX207/A5 AM USED auaas- ALurm ANCHOR.. scREv . HORlZ.. C. 7P s8 X 3/4 SELF TAPPING SMS 1000 SECTION A —A (7) s.KHEAD (TYPJ EMfEDEMBCDMENT Nt'' FLORIDAEXTRUDERS , - ne TmF- tom' • r SER. 1000/1500 F I K SHEET1 ;OF. 2 HORIZONTAL MULLION SECTIONS t SEE OTHERSIDE ( SHEET 2 OF" P),, FOR i DESIGN PRESSURE CAPACITIES" MUWX BY: MSH APPROVED oY: DATE2/6/02 ISCAMNTS Dec.: IHMFIN 0 P.V./DESIGNER SILL (TYP.) r8 X 3/4 SELF TAPPING Sr,S 1 X I/e i Ti3c t I1LL:^i SEA_&-.- 3ETV'T VINW-W FL.."CS I i I SEALANT, 37TWEENJ` VINW + FLANGES `-R8 X /< SE L MAS_ICR ..CO, S4 TA?Fch_ Shy e AL. (IYPJ SEAL W BET.,! N WINiaW FLATS SECTION A -A f! i M P:V./DES*LWR SILL (TYP. i 08 X 3/4 SELF TAPPING SMS ri X 2, 7/16 X 1/E TUBE HUh_LIDN SEALANT BETVM VINmV FLIV,LANGES- L MIN I M4 N8 X 3/4 SELF Iwo Ski TAPPING SMS HEAD (TYP. SEALANT BETWEEN SECTION A —A (3i WINDOW FLANGES L 1S:-LIi>4 f l000 P.W./DESIGNER SEALAIN? SETVEEMtSTLL (TYPJ VINW4 FLANGES - j fS X 3/4 SELF L MULLION TAPPING SMS rIX4XveTUDLMULLIUM 1 1C00 P.V./P£SIu R TYPICAL MULLif.N TO ComCR T _ C JAM@ APPLIES TO JAMS WHERE 1 X 4' S'LL (Tv=) do 2' X 4' TUaE ULIW&-s A'--_ ism- ) T r tisi X 3/4 SET.F 9; TAPP;K- SMS CCt+LEi OR MASDhiRY 8X TitE+TSM I (_xSis TvSE Yuil w 3NE.3Y VOCE_" 8° < 8".13THERS j 1. CENTRAL. FLORMA . B.O.A.F. e X 3/4 SZ:. TAPPIN- SMS MANUFACTURER ME , NAM: i HEAD (+-:P.)LORiDA FX'rFtuDERS' SECTIOI l A —A (2 MASM M.E., # f P.v /L,. _GrwR iFi00CSVtL (TYP T 11 4a X 3/4 SELF TAPPIK3 Sky s x 2 f IWO P,Wj0- SIGNEQ 7/15 X 3/8 I Itt (TYP.) QETAIL_E f INST -LATON ANCHCR 3/16' DIA, TAFICON S_REV ANCKR (TY°. ExTERNAL MJLLMs INSTA ATMN CLIP TITHE MULLION — -.-- 1 1/4' MIN. e X 3/4 SELF + EMKMO.'EN'TNAPPINGSMSl- KILLION TUBE MILLION IITA*i I E-" A 1 ` A CE X.3/4 SELF TAPPING SMS N41 10" 0 V4. SECTION A —A M IAEVVEC FROM EXTERIOR FLORIDA EXTRUDERS ,T.I° ,: lNA SER. I000/:500 F) ANGF' SHEET I OF 2 HORIZONTAL NUCEIG'. SEC -; GINS ter- ` FOR SEEOTHERSiJL (SHEC i C ur 2i f u Fe X 3/4 SELF s x 3/4 SELFj DESIGN PRESSURt, CAPACITIES TAPPING SMS TkPP14u SMS ! L — LOW S u ; . .0Q0 S.a; : WAD ( TYPJ IHEAD (TYF_) !DRAWN HY.MSH APPROVED BY:. cGOTI 3N-.A-A SFCTIQAl A --A (s't r 6.13 2 . 1pm_2/-4.{02 _ scAtE: tiTS. D1fG.: 1 HMFLG SEALANT VETVEEN UDQV FLANGE - a KILLIUN oe x 3/4 sEv" ... I000 S.N TAPPING SMS HEAD ( TYP.) SECTION A —A (4) 1000 P. JDESIG?ER S' VL (TYP.) r-# 8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 1iN' i Tui:i rG./lltisi 1000 S.N. 1 X 2 X 1/8 1000 S.N. I X 2 X 3/8 TWO BY WOOD DETAILJAMB (TYPJ TUBE MULLION JAMB (TYPJ TUBE MULLION BUCK BY OTHERS 08 X 1/2 SELF !8 X 1/2 SELF 1 1/8' MIN. TAPPING SMS TAPPING SMS EMBEjDMEENNT 2 X 4 X 3/8 \ NKLATHING. BETWEEN BETWEEN TUBE MULLION INSTALLATION ANCHOR 08 W114D VINDOV FRAME WI!001/ FRAME L MULLION MW.Ili SCREW <TYPJ7X,_, SELF It8 X 1-1/2 SELF EXTERNAL MULLIONLU TAPPING SAS TAPPING SMS INSTALLATION CLIP SECTION A -A ! 1) SECTION A —A (21 _ wumNtF X 1/8 1000 Sx APPLIES TO HEAD ek SILL WHERE I' X 4' 100; A; SitN 1000 S.N. t X 2 7/15 X 3/8 JAMB (TYPJ & 2' X 4' TUBE MULLIONS ARE USED JAMB JAMB (TYPJ TUBE MULLION APPLIES TO HEAD do SILL WHERE 1- X 2' k 1' X 2 7/16- TUBE MULLIONS ARE USED 08 X 1/2 SELF X 1/2 SELF 08 X 1/2 SELF TAPPING SMS AI IIN ALLATION ANCHOR S<REV ' PPING SMS TAPPING SMS Ty PJ BBA f'i F !6! + p01F1011011100 SILL CLIP BETWEENBB W—Z X i-1/2 SELF W0FLANGES AME VINGOV FRME SEALANT BETWEEN kALANT BETWEEN TAPPING SMS t. MULLION EMBEDMENTNTaMULLIONSECTIONA —A (7)LNF8 .X I-U2 SELF. i TAPPING SMS TAPPING SMS DETAIL C vavo SECTIONA -A (3) SECTION A —A (4) AUXILIARY PUTE 1 X 4 X 1/8 1 X`4 X 3/8 Q .• (FOR ADDITICNAL.ANNCHORS, WHEN REQUIRED) TUBE MUU.IO N TIME Mu.LION o B• ' O A Iw S-K1000 S]i T. 1 0 — Q+ JAMB CTYPJ JAMB (TYPJ 1(' . , IFS SELF TAPPING \ / SMS CTYPJ DETAIL B - f8 X 1/2 SELF 18 X I/2 SELF ELEVATION Q TAPPING SMS ITAPPING SMS VIEWED FROM EXTERIOR SEALANT BETWEEN SEALANT BETWEEN VINNN MutttFRAME (( MULW FRAME LION j F 9 20 TAPPING SMS TAPPING SMS SECTION A -A f5) SECTION' A —A (6) RIDA EXTRUDERS MNDIWA SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS` SEE OTHER SIDE (SHEET 2 OF 25'FOR DESIGN PRESSURE CAPACITIES I BY: MSH APPROVED BY: - 6/ 02 SCAM NTS DWG.: I1VMFIN i0aa S.H. c %1/? JAMiS CTYF.3 j J$ MlP-:luh . -AMR (Tr.) i 1cE % ? /c SELF TAPPING SMs x2x3/9 ErJf.= MVLLION 1 rA X 1iP SELr TA.?%L'vG SxS ONE BY WOOD— 'FAIL C BUCK BY O ERS \ C NCRUE CR MAONRY I 1/L' MIN. BY OTHERS rMBELMENT1 Q Q i t N SEALANT B= i„'ti N f' SEALANT 3c-TV££k 3/25' LIP. 1 MJLrI?• 7F, c x 4 X 3, a - IPER.h S`wEV I; AAfi-q (rr=-) X8 X 3-3/c SELr t il JsL:_I t r cRhq` MiY_LI3N TAPP. h_ Sw5 T.ti P Sh5 I F.S ,w :.T;nk LL:= cCTiOh A- e 3 ECT1ON A -A (j i I TO CONC-ROM 4 HgAI) 1CAL • bTO X-3 7/16 Y ti:h ilE r,lr FLIES T r+tA,ik SILL WFftR I X [ X :iE f TLEMULLICiN 1 X 2 7/15 x 3/6 1:CD EY _ Jt A—L ! X 4 £E AA...L.O t ARE .:SEC). 10% S z - 1">''30 S.L T L;r:cM9•Li JAMB <TYP ) t JAM? CTYP.) JAMB (TY?-) I x 1/3 SELF r-INSTALLATION ANCFOR S X t/P S`:i a$ X 1/2 SELF TgPriA3 SAS 1 3/15' DLA. T4FCC4J TAPPL4---.-. SMS TAPPING SMS SCREW ANCHM CTYF.) SILL CLIP, SEALANT 2-1/2 SEI; SEALANT BE'TVtcNBeTWEEh WIAWFLANGESSEALANT BETWEEN VINZOW FLANGES TAPPING SMS ='M [ -°T I !%t+ MIN. EM3E961ENT are x 1-1i2 ULLMN xa x :- ; z sE Sim ECTIONA -A (7) Q -T TAPPING SmS- TAPPING'SMS DETAIL r P2ECASi SILL BY.L±DeaS SECTION A -A (S) CECTiON fi-A (4) j t lYVfARY Pt -AT; Cr- aFD TiL ANCFCdiS W N REDUIRED> 1 x 4 % 1/E TUBE MLlLLION i X 4 X 3/S TUBE MULLILW I 0• Q A h. !' AFT I= S33 IQ^0 S.M. - i +' „3 i JAMB ( TY?.) JAMB C.YP.) . SMS ( TYP.) 13 - DrTA7t_ T, 1 O ELrVATIONs9 X 1/2 SELF r$ x 1/2 SELF v EwEO FROM EXTEMO - TAPING SMS TA?PIkG SMS FLORIDA EXTRUDERS"ATTONAL we SAMIW nDRWA miy- SER. 1006/ 1 Su0 .f LkhGESHEET 1 Or 2 VER T : + A_ P,UL.L_ 1 i INSECTIONS SEALANT BETWEEN - SEM_ANT`BETYE}'N t I nMG; s CIN ii n ANc_s SE_c. OTHER SIDE ( .SF IEET" 2 Or 2) :FVR tE X 1-1/2 SELF s8 % 1-i/2 SELF i ESIGN PRESSURE: CAPACITffS-..`' TAPPING SkS . TAPPING SmS FEB 1 'DRAWN BY: MS.' " SECTION A -A. ; J _l t MJ.i„-A (c i `APPROVED BY: _ r- PATE:2/1/02 SCALE t.TS Drrc :VMrLG ao 1=S.i4- /-IX2X1/e S.CB SN. IXzX3/e TUBE N:.x-LiOk AwL ILsM f=t5 X 1!P SELF $to xI/2 SELF 2 X 4 X.3/6 — 7APF2?j sms TAPPING S Ti:IIE ML•_LI^Jti V NDC-W FLAt4`si '• 1Lt 'J t.ICkc$ -' .. -- RC x '-I/2 SELF t !G9L I'JN L tsa. , *Apcl,,C- SkS S,-',CTrL3N :4-A :'tl tE&:O: A -A (!,j c7/16x1/9 :X27/16X3/eTUBEMLF_LICN ^ TL'3E YLN_-LIEN TYP!CoLL VEPT;CAL TO r.OR'ZutiTA_ MULUGN TO A UI-LiC:ti 4ta x SLF APF.hc^Sms tr DETAIL i 1X _ c 2X M;,_L 1 i INTERNAL CL r • L ,_ X .DR 2X MULL ('.YP;) j S_rren '3 0 INSTAL, ATM A4C>C4 JAM9 CTYP.: JAMS (TYPJ SEALANT HLT i / \- X8 X 1-1/2 SELF 't tMEVSASnTAPMANCC4 "JWINDOW LANT : i L MULLION TAFP*ve SMS ,. SECTION A=A (7 SELL CL!r 88 X t/2 SELF fII X 1/2 SELFa,_ .TAPPING SMS TAPPING SMS ? Q SEALANT SETVEEM SJkANT BETWEEN WINDOW FLAMES Wt?(oLt l FLANGE'S ae X 1-t/2 SELF L MILLION L TAPPih s-SMS TAPPING SMS C ^TIOid A -A (4) SECTION A-F Q 1X 4X+e IX4X3/8 TUBE KWONTU 1= S.N. LTY:-,- dawn ;rvp 1 z r6 x 1/2 SELF «8 x 1/2 SELF TAPPING SMS TAPPING SMS r r1 4-- SEALANT BETWEEN SEALANT BETWEEN y . WIffwWFLANGESWIxmvr_A Ls ee x 1-!/2 SE;-;, LaNILLI(1hf _... s MV tUV TAPPING SyS IsBxSELF , SECTION A -A (SjTAPPTlw' St!S s•CTi ,,. i.Et S G,: A -A .., V FcB 1; 102 Q •.. , 4 !/4' Miff EMBLi' dlEMT PsECl1ST Siv 3T OTHERS AIXILARY aLAr CF7z A.—,ITIONAL Att=••M$. WEN REa'IRED; ICR FLORIDA EXTRUDERS SSAANFo n° FLO DA am: SER ibbo/1500 FLANGE SHEET- 1 OF-2 VERTICAL MULLION INTO HORIZONTA_ SEE . OTTER S I Dr C SHEET-2 OF 2) OR` DESIGN PRESSURE CAPACITIES RAlTpt BY:l4SH AFPRaVED HY: ATE- 2/6/02 ISCAL&NITS DWG.: 1 VMHMF,LG_. _ SEALANT BETWEEN WD(DOW FLANGES L MULLION 2M P.V DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE HULLION SEALANT BETWEEN WINDOW FLANGES - MULLION M9 X 3/4 SELF 10 { TAPPDVG SMS HEAD CTYPJ SECTION A —A (1) 3/ APPUES TO HEAD & SILL WHERE 1' X 4' AUXII IARY P! diE DETAIL C do 2' X 4' TUBE MU=NS ARE USED 2000 P.W DESIGNER sQ nlTafal ""°max " SILL (TYPJ O . t8 X 3/4 SELF SHEATHING' TAPPING SMS 1 X 2 7/16 X 3/8 TUBE MULLION INSTALLATION ANCHOR Be WOOD Smv CTYPJ 0 EXTERNAL NULUON INSTALLATIONI CLIPTWOBYWOOD BUCK BY OTHER 09 X 3/4 SELF i000 S.M. TAPPING SMS MULLIONHEAD (TYPJ 2000 P.V./DESIGNER SILL APPLIES TO READ t SAL tMiERE 1' x 2' CTYPJSECTIONA —A (2) A I' X 2 711C TUBE WALONS An um 9£TAtL 8 D8 X TAPPING 3/4 SELF SMS OCAM04 2.X4X3/8 TUBE MULLIONDOTKLATtffl iwctat L qjp Vma tt'aEv CEN-1 SEALANT HmmBETWEEN N• L ID7N 1 I/8' MIN. D S EMBEDMENT r SEALANT BETWEEN SEALANT BETWEEN 8 X 3/4 SELF WtNfGV FLANGES WINWV FLANGES TAPPING SMS l L MULLION 2D00 P V DESIGNER L MA MN 2000 P V T*AeAPII SILL CTYPJ HEAD (TYPJ s8 X 3/4 SELF X 3/4 SELF SECTION A —A (5) TAPPING SMS ING SMS 1X4X1/8 1 X 4X3/8. TUBE MULLION TUBE MULLION 8 X 3/4-SELF X 3/4 SELF S!i TIr APPING SMS PING SMS MEAD ( TYPS HEAD (TYPJ . 1 EB" 20 SECTION A —A (3) " SECTION A —A (4) l A FLORIDA EXTRUDERS R t tAL nn SER. 2000 FIN SHEET 1 :OF .2 ; , 7 TWTId- HORIZONTAL.MULLION SECTIONS 7RiPlE =. SEE OTHER SIDE (SHEET 2. OF 2>" FOR DESIGN.. PRESSURE.uCAPACITIES--F 1RANN BY: MSH APPROVED BY: AT L-d/6/02 SCALE: NTS DTO.- `2HMF INTR 30 L N TYPICAL UUUJON TO CONCRETE • JAUS APPLES TO JAMS WHERE 1' X 4' DETAIL B Qec2' X 4- TUBE NUILONS ARE USED) 20M P.V DESIGNER 2000 P.V DESIGNER SILL CTYPJ r SILL CTYPJ CONCRETE OR MASONRY_ 118 X 3/4 SELF / B8 X 3/4 SELF BY OTHERS TAPPING SI X 2 7/16 X 1/9 TAPPING1SX2 7/16 X 3/8 INSTALLATION 3 1/16, TUBE MULLION . TUBE MULLION ScRew mom U BY Von INSTALLATION CLIP BUCK BY OTHERS SEALANT N FDANGE WINDOW FLANGES J ION L XAJMN 2000 P.VJDESIGNER MULLION tt8 X 3/4 SELF N8 x 3/{ SELF SILL CTYPJ 2000 S.H. TAPPING' SMS P000 S.H. TAPPING SNS HEAD CTYPJ HEAD CTYPJ f9 X 3/4 SELF SECTION A —A (1) SECTION A —A (2) TAPPING SMS 2X4X3/ 0 TUBE MILLMN Q iIID •• r• SEALANT BETVEEN I.1/4• MIM AL 1( . lam"• L NLLLi :: EMBEDMENT, .. 010 TAPPING SMS TAPPING SAPS _, - - , 1 X 4 X 1/0 1 X 4 X 3/8 ELEVATION TUBEMULLIONTUBEMULLIONVIEWED FROf EXTERIOR FLORIDt EXTRUDERS TrrrmATToxAt~ TNC vmmv F ;- SANFDRD, FLORMA' Tmz: SER _. QI30_; FLANGE SHEET- TRIPLE HORIZONTAL MULLION SECT_.IONS, t8 X 3/4 SELF N8 X 3/4 SELF J r" , TAPPING SMS Z Sit TAPPING SMS % SEE OTHER SIDE ( SHEET 2 OF2) FOR HEaII S. H. mrP HEAD ( TTYPJ DESIGN PRESSURE --CA_PAC I*TI ES SECTION A=A ( 3) SECTION A —A s9 p.. f 8 aB 20 DRAIIN BT- MSH DATE:2-/6/- ti2<-...:..scdlm- TS:--. m c.:,;:2HhiFL GTR -- -. - - 29 2000 SJL-7 i X 2 7/16 X 1/9 2 S 1 X 2 7/16 X 3/8 JAMB CTYPJ 1 TUBE MULLMN JAMB CTYPJ TUBE Mi.LM DETAL c TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION N8 R 1/2 SELF !8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTi INTERNAL 1X OR 2X MULL i Auxumm am nioz-dDAvmt ADWMML •Nadu. WM Rewa m DETAtL C0 APPLIES TO HERO & SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED M UF jM NArd SHEATHING F RIDA rR' 7 SENLANTWD4WW L EN a ;q .w•. — — INSTALLATION ANCHOR SO WOOD t IN1LI.ION 2000 P.W./DESIGNER wu M SCREW (TYP.) 2N1p0 P.WJDESIGNER SILL YTYP3 O EXTERNAL-_ SILL CTYP — ON8X3/4 SELF #8 X 3/4.SELF INSTALLATION CLIP TAPPM SMS. TAPPING SMS TWO BY WOOD BUCK BY OTHERS iX27l16X/8 IX27/16X3/8 TUBE MULLION `TUBE MULLION MULLION SEALAwT IIETWM WINDOW MULL Es iaElelu 8 X 3/4 SELF S.K TAPPING SMS EAD (TYP.) SECTION A —A f1) 2000 P.VJDESIGNER f Sl . r-- A SILL CTYPJ 8 X 3/4 SELFClmSHTAPPINGSMS #8 X 3/4 SELF A 4.X 3/8 TAPPING SMSHEAD (TYP 2X SECTION A —A 2,1 TUBE 1#>LLION -- EMBEDMEN fl EVAMN NLAWtNWVtLKTVE ED •VIEW`FROM EXTERIOR t MULLION ... DETAIL g APMES TO HEAD. t -SKL WHERE I' X Y 4-_.X-2 7/19--TUB kiLVAA Hs ARE tM WAIN" SEALANT BETWEEN SEALANT BETWEEN r ALLAnCk ANDfM WINDOW FL WINDOW FLANGES - ._a@ um Scww L MULLION & MULLION _ _ (TYP.3 2000 P.W./DESIGNER 2000 P.W DESIGNER #8 X 3/4 SELF NORM CLIP SILL CTYP.) SILL (TYP.) TAPPING SMS 8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS 1000 S.H.SECTION A -A (5) 1 X 4 X 1/8• I X 4 X 3/8 HEAD (TYP.) t TUBE MULLION TUBE MULLION FLORIDA EXTRUDERS Am°'` Inc sax><oRn. I toRlnA True: SER. 2000 FIN SHEET 1 OF _2 i ,. •{ yr. TWIN HORIZONTAL MULLION SECTIONS ' SEE OTHER SIDE C SHEET . 2 OF .2> 'FOR 8 X 3/4 SELF #s X 3/4 SELF = = DESIGN PRESSURE CAP CITIES , I000 S N TAPPING SMS two sx TAPPING SMS t E 22QQ2 HEAD (TYPa HEAD CTYPJ APPROVE:. BY $ SECTON A -A (3) SECTION AA 4c2/6/02 SCAM NTS Df;2_ HMF- INTWe TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL B d< 2' X 4' TUBE MULLIONS ARE USED) _ Q COCRETE OR MAStBVRY 2P.V DESIGNER 0002 P.V./DESIGNER M1 BYS , SILL CTYP.) SILL CTYP.)INSTALANCHOR 3/16• DL1. 08 X 3/4 SELF 09 X 3/4 SELF tAP (= I S CREV ANCHOR (TYPJ TAPPING SMS , _ _ TAPPING SMS EXTERNAL MULL10n 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/6 ONE By VOOD ` INSTALLATD)N CUP TUBE MULLION TUBE MULLION HOCK.HY.l7T}9RS. ' Q SEALANT awmv fLAHGEB - WINOOW FLANGES" i NUL, LMN L W LLIl91 20M P.WJDESIGNER _ .J7ULLION SILL CTYPJ 88 X 3/4 SELF 1L8 X 3/4 SELF . f8 X 3/4 SELF TAPPING SMS = 2000 SIi TAPPING SNS a= SJL. TAPPING SNS 2 X 4 X 3/6 - WAD CTYP.) HEAD CTYP.) TUBE NULLM4 Q _ SECTION A - A (1) SECTION A —A (2) I SEALANT BETWEEN L 1 1/4' MIN. VtNWW FLANGE EMBEDMENT L MULLMN A mam # t 9 X 3/ 4 SELF \ I__ A SEALANT HETVEi74 TAPPING SNS j LANGES 2000 S} L ... _ ._ ..._ 2000 P.W DESIGNER 2000 P.V DESIGNEit EGADCTYPJ SILL CTYPJ SILL CTYPa SECTON A —A (Si - s8 X 3/ 4 SELF A8 X 3/4 SELF TAPPING SNS --. TAPPING S1I X4X1/8 1 X -4 X 3/e TUBE MULLION TUBE MULLION VIEWEO FROM EXTERIOR IIVTERNATIONAL, INC FLORIDA EXTRUDERS ".oxmaL ! WV FLANGES Tiu& SER.- 2000 . FLANGE- SHE ;1:: OF-2 TWIN 'HORIZONTAL "MULL I Chi` `SECTIONS ''` f8 X 3/ 4 SELF #8 X 3/4 SELF r-. TAPPDG sMs TAPPING sMs SEE OTHER SIDE (SHEET-2 OF -:2) FOR 0° HEAD cTYPa DESIGN_ .PRESSURE.. CAPAC,I T I ES HEAD CTYP.) SECTION Aa--A: ( 3) SECTION A —A (4). 1 F B 2tiC2 168AWN BY. MSH I z nvaD:> ,,:, DST&2/4tAtE, NTS mfQ::° 2tlM LGTW Q4 SEALANT JETWm WINDOW MIxl"" AUXILIARY OW AD aZINAL ANOOK. WHEN RCIRARED) O CENTRAL FLORIDA B.4.A.F. MANUFACTURER NAME: o -o fG oR/1?f P,atR Ot S — — APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED iAS= FILE # 7 INSTALLATION ANICHM #8 VOM G SCREv mrP.) 2D00 PwDESIGNER 2DDO P.WJDESIGNER SILL (TYP-).. . SILL (TYP.) MULLION s8 X 3/4 SELF 08 X 3/4 SELF MTAALLLATION CLIP TAPPING SMS TAPPING SMS TVO BY WOOD BUCK BY OTHERS 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 TIME MULLION ` TUBE NULLIDN MULLION SEALANT WINDOWFtJrN<fS f ltR1ION MTAX n _ 1000 S'*-08 X 3/4 SELF H TAPPING SNS HEAD CTYPJ SECTION A —A (1) vWVW BETWEEN v L MR1t(N LML.LDN 2000 P.v./DESIGNER SILL ( TYP.) k8 X 3/4 SELF TAPPING SMS IX4XIAS TUBE MULLION 3 2000 P.WJDESIGNER SILL ( TYP.) / 8 X 3/4 SELF L' A 1000 sx TAPPING SMS Nt8 X 3/4 NEAR CTYP.) f TAPPINGSNS / 2X 4 X3/8 SECTION A —A (2) r fi TUBE MULLION-4 L 1 1/8' MIN EMBEDMENT .. SEALANT BETVEEN VIEWED FROM:DM " WINDOW FLANGE $ APPLIES To NEAR Nk SiLL-WAK i• x r LM1JLLi_ __ _ et I' x 2 7/e6' TlieE-wwons AWL usEO oc *""- ALLATIW mow . SECTION A —A (5) mmOU SCREW MIRM CLIP r2000 P.W./DESIGNER •8 X 3%4 SELF SILL (TYP') TAPPING SMS j s8 X 3/4 SELF _ TAPPING SMS 1 X 4 X 3/8 MEAD (TYP.) tEr Drat BE MULLION FLORIDA. EXTRUDERS sA xrM.FWMDATME: SER. 2000 f IN SHEET '1 OF `2 HORIZONTAL' MULLION.SECTIONS SEE OTHER S I DE % SNEEJ 2 tlf . 2> FOR 8 X.3/4 SELF x8 X 3/4 SELF DESIGN PRESSURE -CAPACITIES, TAPPING _ SMS TAPPING SMS a Zap. iowSAHEAD ( TYP-)HEAD(TYP.) DRAIIN BY. MSH APPRflVED:BY 5 _ SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 SCALE:NTS •, D1TG:-2HM£iN:T S TYPICAL MULLION M CONCRETE O JAM lES TO UE8 WHERE f' X 4' DETAIL X 4' TUBE ANUWONS ARE USED) Q SEALANT BETWEEN SEALANT JEr.*CEN FLANGES VINDOV FLANGES L MLLION — • MULLION 2= P.V DESIGNER j2000 P.VJDESIGNER SILL CTYPJ SILL CTYPJ 8 X 3/4 SELF' $9 X 2/4 SELF TAPPING SMS TAPPING SMS1X27/16X3/ 1 X 2 7/16 X 1/9 TUBE MULLION TUBE MULLION M8 X 3/4 SELF 18 X 3/4 SELF 2000 S.M. TAPPING SMS EM SJi TAPPING SMS HEAD (TYPJ HEAD (TYPJ SECTION A -A (1) ACTION A -A (2) SEALANT BETWEEN VDWV FLANGE L NUUMN SEALANT BET%fm SEW W,,BETVM Qy9iAiA' VDNDOV FLANGES tau VD DOV FLANGES t MIJU.ION - . .. L MULU13N 20M P.V DESIGNER 2000 P.V./DESIGNER SILL CTYPJ SILL (TYPJ NI8 X 3/4 SELF 48 X 3/4 SELF TAPPING SMS TAPPDK SMS TUBE MILLION TUBE MULLION CONCRETE OR MASONRYBYOTHERS INSTALLATION ANCHOR 3/16' MA TAPCON SCREV ANCHOR (TYPJ 8 ONE BY VOOD EXTERNAL INSTALLATION CLIP BUCK BY OTHERS 201W P. ESIGN£R SILL (TYPS 1l N19 X 3/4 SELF TAPPING SMS 2 X'4 X 3/9 QTUBEMULLION L1 1/4' MIN. 1- A i R8 X 3/4 SELF b -ATAPPINGSMS 2000 ( THEADCTYPJ SECTION A —A (5) f ELEVATION VIEWED FROM EXTERIOR irAFLORIDAEXTRUDERS Am, SAIdF'ORD, FLORIDAFw TiTtt SER. 2000 FLANGE SHEET 1 OF_; 2; A'.= c HORIZONTAL MULLION .SECTIONS r SEE OTHER SIDE ( SHEETS= 2 OF 2),: -FOR DESIGN PRESSURE -CAPACITIES Dxearr of:t'a$H AKrlid1LY'oi DATE:2/4/0 > sclM- NTS-- Dwr..:.-2HWLG'r--:.,. -- ay TWO BY WOOD DETAIL BUCK BY OTHERS 1 1/8, MIN. . EMBEDMENT 2000 SH i X 2 7/16 X 1/8 2000 S.FL I _ JAMB (TYP) JAMB (TYP.> - I X 2 7/16 X 3/8 TUBE MUILIDN TUBE MULLION. 2 X 4 X 3/8 SHEATHINGTUBEMULLION _ s8 X 1/2 SELF 08 X 1%2 SELF INSTALLATION AN f9 VtpDTAPPINGSMS- TAPPING ,SMS SCREW (TYP) _ EXTERNAL MULLION INSTALLATION CLIP 2D00 S MULLION JAMB (TYPJ APPLIES -TO'HM .dc..SILL WHERE 1" X 4' do _ 2' X 4• TUBE MULLIONS ARE USED SCAALA14TFBETWEENAME F se X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1' X 2' VVaGV i MULLION L MULLf0r1 TAPPING SMS do 1' X 2 7/16' TUBE MILLIONS ARE USED44011111 s8 X 1-1/2 SELF s8 X I-I/2 SELF INSTALLATII ANCFOR' TAPPING SMS TAPPING SMS M8 VMD SCREWDETAIL(TYP) SECTION A -A (1 SECTION A --A (2) - SILL CLIP CENTRAL FLORA B:O.A.F. s9 X .1-1/2 SELF VINDW FLANGES 1 1/9• MIN. MANUFACTURER NAM: TAPPING SMS L MULL1oN EMBEDMENT GoRrnAj+ SECTION A —A (5) sNCAna c M F # .J . DETAIL c vam rawe6 AUXILIARY'PLATE I X 4 X 1/8 1 X 4'X 3/8 (FOR ADDITItk1AL ANCtORS.'-vHEN REOUI?ED) TUBE MULLION _TUBE MULLION O am S.H. 2000 SA --- JAMB (TYP.) JAMB YTYPJ s9 SELF.TAPPING ..; s8 X 1/2 SELF s8 X i/2 SELF SMS (TYPJ - L DETAii B MULLION TAPPING SMS TAPPING SMS 1 OviEW `D'fRom ' — EXTERIOR f • ;,• . _ . _ FLORIDA` EXTRUDERS Imc SAWIORD. F.oxmA 1u'v .. SER: 2000" FIN SHEET 1 -OF 2 ERTiCAL Mt11:.LION;SECTIQNS BET,olmmSE&AW BETWEEN v FRAME FSEALANTRAMEME , t L MULLM L MlA.LION = SEE OTHER SIDE (SHEET 2 {IF .2 °FOR X- 1'1/2 SELF. _ V2 SELF - DESIGN PRESSURE: -CAPACITIES TAPPING. SMS TAPPING.SMS s.: =. ' ° DRK1tN BY: MSF) " ' APPROtIED'BY SECTION A -A (3i SECTION A -A (4) DkTE 2/6/02 SCALE NT S D1rG:; '2YMFIN ONE BY Wo011 2W S!L 1 X 2 7/16 X 1/8 ' 2000 SJN 1 X 2 7/16 X 3/8 ; BUCK BY OTHERS DETAIL C NB CTYPJ ` TUBE JAMB CTYPJ TUBE MULLION CONCRETE DR MASONRY' em S.M. NB CTYPJ I 8 X 1/2 SELF TAPPING SMS t Mt.LM 48 X 1-1/2 SELF TAPPING 94 SECTION A -A (1) IX4X1/8 TUBE MULLION 1 1/4' MIN. BY ffrHERSQEMBEIINENTQQ N8 X 1/2 SELF j= TAPPING SMS T INSTALLATION ANCIlM 3/161'MA. TAPC]N SCREV ANCNOR CTYPJ EYI€RN& MLL,Lm I/STALLATIDl1 CLIP SEALANT 1ETGEEN TUBE MULLION VINM S MULMN 2wo Sit TYP1G-RULLION TO CONCRETE O mm 8 % i 1/2 SELF JAMB CTYPJ MULLION 4 AFr- TAPPINGSMS4T TttEAEA /IREUSEd} SECTION A -A (2) 8 X 1/2 •SELF DETAIL 8 - TAPPING SMS ALLATINSTITN ANCFflR 1 X 4 .X 3/8. 3/16 D1A TAPCON SCREV ANOM CT1PJ TUBEMULLIONSAL CLIP R8 x I-1/2 SELF SEALANT=BETVEEM Q TAPPING, SMS WDOW-FLANGES JAMB BCCTY-A SECTIONA"(5 ,Q '_ F ._ 1 EMBEDMEW BETaTL c . _ j LPmm"T__mms AUXILMY T-LATE4CF0R_ ADD1TI0(L ANCHORS VF£HN R£OUIRED) 0 3 ` ., 0 ' . O. . u8 X 1-1/2 SELF 0X 1-1/2 SELF SMs CTYPJ MULLION TAPPING, SMS TAPPING SMS SECTION A -A (3) SECTION A -A (4) VIEWED DMIORV} ERS °'FLORIDA: EXTR NSANRD,-LosMANUFA TnUi 0 vvl VERTICAL MULLION SECTI[114S _ ., ` f. FII. # SEEOTHER. S DE {;SHEET. 2 OF-_2) F[lR: 18 2002 DESIGN PRESSURE ,CAPAGIT-IES•c - DRerX IY: r.._....,.. n In Ens ' 3/4' X 1-1/2' X 13GAGE MIN. 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. - — I 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2'LAG SCREWS. — OPENING HEIGHT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5' FOR 16' X 7' USE 1/4' X 3/4' HEX HEAD SELF DRILLING SCREW 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. 63' (16' X 7') 42'(16' X 7') 54'(9' X 7') 6' X 7' X7') 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) 16 GAGE GALV. STEEL CENTER HMIGEJ `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5 16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B—B DOOR SIZE I DESIGN PRESSURE I TEST PRESSURE W1DiH HEHT POSITIVE NEGATNE NEGD 8 -0 T-0 32 8 1 -37.4 1 t49 2 1 -58.1 9 - Y-0 29.1 1 -33-3 1 +43.7 1 -49.916 -0 23.6 1 -26.3 1 +35.4 1 -39.5 3/4' POLYSTYRENE INSULATION STANDA FOR MODEL 735 19-1/2% 21.OR 24' HIGH PANEL GALV. AND PREPNNTED STEEL. 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2' T X 1/2' LONG 16GA. GALV. STEELAGEBOLTdoNUTTOPBRACKETWITH HOLD. ROLLER HOLDER WITH 2 FASTENERS. 1/4"X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. D (2 PER VERTICAL STILE) SECSECT DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE W. 30' ROOF HEIGHT, ROOF PITCH > 19. 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREAM SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. OPTIONAL SSS GLASS 18CA WIDE E DETAIL A) 16' X 7' DOOR 2" ROLLER WITH 7/16' DIA. LONG STEM. TIRE: STEEL 10 BALL S' AND 9' WIDE DOORS 2' ROLLER WITH 7/16' DIA. SHORT STEM. TIRE STEEL 7 BALL SEE DETAIL C AIR VENTS44) 14 GAGE GALV. STEEL END EO D. 1HINGEATTACHEDWITH (4) OR 120 S0. IN. MIN. SO. 5) SCREWS. SEE DETAIL C. TOTAL OPEN AREA] OPTIONAL - ATTACHED WITH 1/4" X LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) OPTIONAL SSB GLASS LIGHTS 4" X 16" AIR VENTS 2) REQ'D. 60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL --- CENTER 5 COLUMNS)ALTERNATE CENTER HINIM USING (2) 3 COLUMNS)--_ GAGE END CAP c-20 GAGE END STILES 2' 1-3 B' POLYSTYRENE INSULATION O OOPTIONALFORMOD. 724 AND 730© qr' 13 GAGE GALV. STEEL BOTTOM BRACKET 0 ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER LH. FOR A I S' X 7' DOOR USE ONEDETA SINGLE CAR 4 CENTER SrKES do CENTER HINGES (1 COLUMN) 1.25' 2.75'L-L DETAIL A 3' 20GA WIDE STRUT 3' 1BGA WIDE STRUT P.0. O BOX 1-Nw MAUMELLE. AR. WfliDSOR I®R 1 72113 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993— . 9 WINDLOAD FOR SBC RESIDENTIAL 100 0150% STEEL DOOR MPH, FBCTOLERANCE 120 MPH EXPOSURE W FRAc * 1/64DEC. t .015 NEXT LEVEL DATE. DWG. NQ, AM. t 1' PLOT SICALE 9/14/94 DRN. g 99—B-033 SHEET 1 OF 3NONE1G. OR 13 GAGE MIN. GALV. STEEL 1/4' X 1/2' LONG USE FOUR FOR 16'XB' FASTENERSTRACKSPLICEORFLAGBRACKET. CARRIAGE BOLT & NUT 16GA GALV. STEELFASTENTOWOODJAMBWITH ON 9'X8' - 5/16- X 1-1/2' LAG SCREWS. TOP BRACKET WITH 14GA. ROLLER FOR 18' X 7' HOLDER WITH 2' CALM. STEEL & 18' X I USE 2 FASTENERS. VERTICAL TRACT( 1/4" X 3/4' FOR & 18'XB' 16GA S16'XB7 HEX HEAD SELF SEE TOOPP BRACKET ON PAGE 3 USE Two EXTRA13GA. (18'X7'. DRILLING SCREW DETAIL D 18'X8) rF16 B' & 10' X 8' DOOR SELF DRILLING SCREWS THROUGF 63- (18' X 7') 72 (18' X B') 72' 1B' X B' 72- (10' X 8') 94' 9: 18' X 7') 63" 18' X B' 63' X W) OPENING HEIGHT 42- (18' X 48' (I a' X ROVER 48' (16. X HEIGHT) 33'(18-X7) 48' 10' X 39- (1B' X B') 39- (9' X 81 21' 18' X 7 24' 18' X 8' 24' (16' X 8' 24' (10' X 8') IS- (IS- X 7') 15- (IS- X S.) 5-J 9' X 8' (3 BRACKETS 16' X 8' ((4 BRACKETS) 10X B' (4 BRACKETS)l 18' X 7' (7 BRACKETS) 18' X 8' 7 BRACKETS) 20 GAGE END STILES - FASTENED WITH TOG-L-LOGS TO PANEL 3/ 4- POLYSTYF INSULATION STANDARD FOR MODEL 735 19- 1/2'. 21' OR 24' HIGH PANEL GALV. AND PRE - PAINTED STEEL 26 GA. ALL MODELS EXCEPT 24 GA MODEL 750 2 ROLLER WITH 7/16 DU- LONG STEM. TOP AND BOTTOM TIRE: STEEL 10 BALL LEAF OF HINGE 1S' X 7' & 1B' X B' DOOR AND END STILE, 2' HURRICANE ROLLER ON 16'X8, 18'X7' LH. WITH 7/16' DIA. 18'X8'. LONG STEM. 8 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL - SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'XB'. PRE. STEEL IV OPUA. 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9'XB' 2' ROLLER WITH 16' X B': 16GA. END CAP & RIVETS. 7/16' DIA. SHORT STEM. IS' X 7' & IS' X 8': 13GA. END CAP & RIVETS. 14 GAGE GALV. STEEL RAC ENDHINGEATTACHEDWITH 4. 5, OR 6 SCREWS. SEE DETAIL C. 20 GAGE 6 - CENDSTILES3' 18GA WIDE SEE DETAIL A) 1 F'y D LOCK OPTIONAL- 16' X8' & 18'X8' POP RIVET TOP AND BOTTOM OF ENO1- TO END STILE ._ 2• GALVANIZED STEEL STRUT. ATTACHED WITH 1/4- X 3/4- LONG HEX HEAD SELF DRILLING SCREWS. 1 ( 2 PER VERTICAL STILE) USE END CAP OVER END STILES. 1-3/8' POLYSTYRENE SEE DETAIL C) INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2• FASTENERS (16'X8'). 4 FASTENERS (IS'X7' 2 FASTENERS (9'X8') 18 GAGE CALV. STEEL CENTER HINGE SECTION B B AND (IO'X87. ATTACHED WITH 4 FASTENERS• SECTION A -A 20GAGEGALV. STEEL CENTER STILE TO ATTACHED TOG-L-LAC OR POP RIVETS -' }-- 1.25" 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR OUANT17Y AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 3" PS . TABLE DOOR SIZE DESXIN P PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0 8 -0 25.5 29.1 38.2 43.7 1 - 0 8 - 330 36.9 49.6 55.3 1 B -0 0 24 3 27 3 36.6 41.1 27. 3 30.7 41.0 46.0 18'- 0' 7-0' 27 3 30.741.0 46.0 DETAIL C OPTIONAL SSB GLASS SEE DETAIL C 4" X 16' AIR VENTS 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNATECONSTRUCTION USING ( 2 STRUTS. /. OPTIONAL SSB GLASS B 1B' ( DOUBLE CAR) 4' X 16' AIR VENTS CENTER WILE ( COLUMNS 4) REO'D. OPTIONAL ®CENTER HINGES (5) COLUMNS 120SQ. IN. MIN. TOTAL OPEN AREA) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS, USING (2) S7 1 IS' ( DOUBLE CAR) OPTIONAL SSB GLASS LIGHTS-\ USING 1AHA WI ) (SEE DETAIL A) SEEDETAILA4' X 16' AIR VENTS 4'X 16' AIR VENTS 2) REO'D. g B 8 (2) REG-D. 60 SO. IN. MIN. l60 SO. IN. MIN. TOTALOPENAREA) TOTAL OPEN AREA) OPTIONAL OPTIONAL CENTER STILES & C (SINGLE CAR) CENTER STILES & (srNGLE CAR) HINGES ( 1 COLUMN) OPTIONAL LOCK HINGES (1 COLUMN) OPTIONN. LOCK NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE P.O. BOX 13M 1/ 4'-20 X - LONG HEX BOLTS &NUTS OR Ittr/ 1 SOR R MAUM7211 AR 1/ 4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. j 72113 1 DETAIL A q 3' 18GA WOE '-f RUT WILLIAM T. LINDEMANNk 1, DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PrCH > 117, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. 5 : ' Consulting Structural Enor-a' ' f 1140 Anderson Street Clermont, FL 34711 352) 242 - 0100 c. G 1 2422 1 3/5/02 1 KDD F 12413 1 1/25/02 E 12137 2/9/00 D 11724 6/24/97 C 1549A B 1549 A 1449 (9-0-D5,' , NOTE: GLAZING DOES NOT SATISFY IMPACT 1366 ( 11-01- DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE 562- 1872 ! MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS I PART NAME: 101993- 8, 91 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH. FBC F LEVEL DATE: DWG. NO. 9/14/gy94 99-B-033 SCALEDRGDR SHEET 2 OF 3 13 GAGE MIN. GALV. STEEL 13 GAGE GALV. STEEL TOPTRACKSPLICEORFLAGBRACKET. BRACKET WITH 10 GAGE ROLLERFASTENTOWOODJAMBWITH 5/16" X 1-1/2' LAG SCREWS. A HOLDER- NOTE THAT ROLLER lU) HOLDER IS TURNED DOWN. NOTE: 16' X B' USES TOP 2" GALV, STEEL BRACKET ON SHEET 2. VERTICAL TRACK FOR 18' % B' USE16GAS16'X8' 13GA. t18'XB; Q14"HEAD SELF 6' X S' & 10' X 8' DOORDRILLINGSCREWDETAILD7/16' 2-ROLLERLO STEM. WITH TIRE: STEEL 10 BALL IS' X 8' DOOR 2' HURRICANE ROLLER WITH 7/16' DLA. 72' (18' X B LONG STEM. 72' (16' X 8 TIRE: STEEL 10 BALL 72" (10' X B') ROLLER 7/16' DW.SHORT STEM. 63' 18' X B') 14 GAGE GALV- STEEL OPENING 63' 9' X B') END HINGE ATTACHED HEIGHT WITH 4, 5, OR 6 NOT OVER SCREWS SEE DETAIL C. DOOR 48' (18' X B') HEIGHT) 48' (16' X B') 48' (10' X 81 39' (1B' X B.) 3/4' POLYSTYRENE 39' (9' X B') INSULATIONI8' FOR 24' JISTANDARDX8 MODEL 735 24' 16' X 8 24" (10' X 8) _ Ia, 5. X 8') 16'XB' do 18'X8' POP RIVET TOP AND BOTTOM OF ENDCAP 19-1/2', 21' TO END STILE OR 24' HIGH PANEL GALV. AND PRE— 2" GALVANIZED STEEL STRUT. S' 10' X B' 4 BRACKETS 18' X B' 7 ERKEPIS; 26 GADSTEEL ALL ATTACHED WITH 1/4' X 3/4 MODELS EXCEPT LONG HEX HEAD SELF 20 GAGE END STILES — FASTENED 24 GA. MODEL DRILLING SCREWS. WITH TOG—L—LOCS TO PANEL (2 PER VERTICAL STILE) USE END CAP OVER END STILES. 750 1- 3//8' POLYSTYRENE SEEDETAILC) INSULATION OPTIONAL FOR MOD. 724 & 730. 0 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2' FASTENERS 16'X8). T 4 f(1818). i 2 FASTENERS (9'0') t8 GAGE GALV. STEEL CENTER HINGE SECTION B-B AND (10-aD. ATTACHED WITH 4 FASTENERS. SECTION A —A 20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG—L—LOC OR POP RIVETS -- . 1.25' TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR OUAWTTIY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. DOOR SIZE DESIGN PRESSURE WIDTFL HEIGHT POSITIVE POSITIVE NEGATIVE 9 — 0' 8' 25.5 1 38. 43.710-0-0+33 O 9 49.B 55.316 08 —0 243 J 35.6 41,1 18'— ' W—W 4-7A 7 41. 46.0 USE FOUR FASTENERS ON 9'XB'.— RAILS USE TWO EXTRA SELF DRILLING SCREWS THROUGHWOOTOP ANDBOTTOMEONEEXTRALEAFOFHINGELFDRILLINGANDENDSTILE,REW THROUGH ONt6'X8 ANDTOP LEAF OF 18'X8'. HINGE ON 10'XB'. 9' X B': 10'X S' 20GA. END CAP, NO RIVETS. 16' X 8% 16GA. END CAP & RIVETS. 1S' X 8% 13GA. END CAP do RIVETS. RAIL to srRuts- 3' 1BGA WIDE SEE : DETAIL A) LOCK OPTIO" SEE DETAIL 20 GAGE iENDSTILES01 B st 3' 18GA SEE DET LOCK OPTMML SEED DETAIL C 4'% MR 16' AIR 4) REWD. 120 SO. IN TOTAL OPEN OPTIONAL. — OPTIONAL SSB CLASS UGNIS-\ (21 SEE DEIAIL-A) B 16' AIR VENTS REO' D. SO. IN. MIN. L OPEN AREA) mwm ( imLnw J (` oPraNAL B OPDDNAL SSD CLASS NOTE: ANON—DESCRIPTIVE ASSTO BELS TS & NUTS OR1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. 2.75' DETAIL A F 2413 3' 18GA WIDE STRUT WiLLIAM T. !iisurP,7itlat:" Consulting Structural EniiII& DOORS SHOWN ONTHISDRAWINGHAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURESLISTEDINTHE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Street PITCH > 10, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', ® Clermont, EL 34711 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR 352 j 2$ 2 0100 OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, ff.ZINGOESGUIDNOT"1SFY IMPACT GIVTDITHESAMECONDITIONS. THEINCREASEINDOORSTRENGTHISGREATERTHANTHE®DEBRIS ROULREMENTS IN FEN INCREASE IN PRESSURE AS THEDOORSIZEISMADENARROWERORSHORTER. 3 D 1724 6/24/ 9i C 1549A B 1549 A 1449 P— a-gs 1366 11-01- V. E. C.N. DATE m1 4'X 16' AMR VDRS 18' (DOLOU CAR) 4) REO-D. 121) SO. IN. MN. TOTAL OPEN AREA) OPIIO/ML- OPTIONAL SSB MAW B 0 CDITER mmm Is) cOLumm ALTERNATE 9 A COL 1A B 6' P.O. BOX 13BSB It DMAUMELLE, AR. Ly®R A 72113 mvvcw: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993- 8, 9 WiNDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC NEXT LEVEL DATE: 9/14/ 94 DWG. NO. 99-8-033 PLOT SCALE 1=1[3RDRNgy SHEET 3 OF3 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: AddressZ ' F+ 1 96 Builder: DR HORTON Permittingf Office: City, State:t M Permit Number. Owner -D.- Jurisdiction Number: Climate Zone: Central I New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family — a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1967 ft2 c. N/A 7. Glass area & type a. Clear - single poe 222.0 112 — 13. Heating systems b. Clear - double pgoe c. Tint/otherk05HGG%.gle 0.0 ft= _ 0.0 a. Electric Heat Pump Cap: 42.0 kBtu/br _ pane ft, _ HSPF: 7.60 d. Tint/other SHGC - double pane 0.0 ftz b. N/A 8. Floortypes a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A u C. Frame, Wood, Adjacent R=1 1.0, 302.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 flz _ 15, HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft — MZ-C-Multizone cooling, b. NIA MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27923 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: ---------- ---- C6 - 0?5— I hereby certify that this building, as designed, is in compliance with the Florida Ener ygCode. OWNER/AGENT: 1; DATE: — ,-- k __ r`---- -- Ener Gau e® (V Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIALA DATE: 9y 9 er5.,. 1 „'J.e/ FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 L Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 W3,8 INFILTRATION Area X BSPM Points 1 Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge@ DCA Form 60OA-2001 ErwgyGauge@YF1aRES'2001 FLRCSB v32 FORM 60OA-2001 J SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 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) 37380.3 0.4266 15946.5 38631.1 38631.1 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 13036.5 13036.5 EnergyGaugeT" DCA Form 600A-2001 EnergyGauge@YFIaRES'2001 FLRCSB v32 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Floor Area Points Type/SC Overhang Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear MN 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) Raised 0.0 1.9 0.00 383.8 0.0 Slab -On -Grade Edge Insulation 0.0 202A(p 2.50 505.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGaugeV DCA Form 60OA-2001 EnergyGauge&RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS A Residential Whole Building Performance Method A - Details J ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System = Heating Total X Cap X Dud X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8232.8 1.000 1.078 x 1.160 x 1.00) 0.449 0.950 4392.1 5224.7 0.6274 327$.0 8232.8 1.00 1.250 0.449 0.950 4392.1 EnergyGaugel DCA Form 60OA-2001 F_nergyGaugeVFIaRES2001 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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15946 3278 10256 29480 13037 4392 10495 27923 PASS___ EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeWlaRES2001 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 REQUREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 ofmisq.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 we 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, chas soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plat 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.12.5 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 NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat tray required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pods must have a pump Omer. Gas spa & pool heaters must have a minimum thermal a ciency 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. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge^" DCA Form 60OA-2001 EnergyGauge&naRE52001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pone b. Clear - double pane c. Tint/othe`SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 4 _ b. N/A Yes 1967 ft' c. N/A 222.0 W _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ftz b. N/A R=0.0, 202.0(p) ft c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 ft' _ R=11.0, 28.0 ft' _ b. N/A R=11.0, 302.0 ft' c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 2005.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 It _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant f lures. Builder Signature:,. Date: Address of New Home:4 1-1r `' 1 City/FL Zip:tQC` Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF:7.60 _ Cap: 50.0 gallons _ EF: 0.86 PT, NOTE: The home's estimated energyperformance score is only available through the FLARES computerprogram. This is-= a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStar7Mdesignation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a list ofcertified 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) s RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Ph": (407) 831-2%5 Project Information For: D.R.HORTON Notes: Design Information Weather: Orlando -AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction qualityFireplaces Average 0 Area Heatingg CoolingftZ) 1967 1967 Volume (fr) 15736 15736 Air changes/hour Equiv. 0.80 0.40 AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp riseActualheatingfan 0 1383 OF Heating air flow factor 0.041 cfm cfm/Btuh a Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 10.2 EER Sensible cooling 29050 Btuh Latent cooling 12450 Btuh Total cooling 41500 Btuh Actual cooling fan 1383 cfm Cooling air flow factor 0.057 cfm/Btuh Load sensible heat ratio 82 % Boldlitalk values have Deen manuaW overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right -Suite ResidenBal- 5.0.64 RSR26015 Al,c,q E:1F1e.Wadm\1965\1965.rsr 2002-Mar-06 12:12:28 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET. LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 J Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 'F Winter TD 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ftz and door area Procedure B - Summer infiltration HTM Calculation 1. Summer infiltration AVF 10.40 ach x 15736 W x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ftZ Total window 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/ib moist.diff. x 105 cfm 3100 Btuh vroceaure u - equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlltallc values have bean manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. WI' 4ghtSC3ft Right-S,*e ResklenOW— 5.0.64 RSR26015 E:1FMesldrhoMon1196511965.. 2002-Mar-0612:12:28 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1965 11/16/98 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N HDYRLAWRAHLGCRRGTAA W L Z E M D G Z L O X Y T M R R LIVING a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0anseaCn0d11901.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a C n 0 d 1 1 90• 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wnghtSoft RightStMe Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28E:1FHes\drhodon\1965\1965.rsr Page 1 RIGHT-J WORKSHEET 1.1 Entire House JJ DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11116/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: !In ta. 1 Name of room Entire House LIVING LAUNDRY M/BTHj4MANUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 It 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 It 9.0 x 18.0 It Ceings Condit Option 8.0 It heat/ood d 8.0 ft I heallcool 8.0 ft heat/cool 8.0 111 heat/0001 TYPE OF CS HTbA Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg A Htg Clg f) Htg Clg ft Htg Clg ft Htg CI9 5 Gross a 14B 41 2.1 1248 320 0 0Exposedb12C2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 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 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0Heatirgc9A29.9 0 0 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 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0glassdoorsNE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0SE/SW 47.4 126 5975 20 953 0 0 0 0South0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 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 0i0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8. +11+12 30561 8048 1334 581 Less external heating 0 0 0 pLesstransfer000014Ductloss10305610% 805 10% I 109 5815Totalloss = 13+14 33617 8853 1467 640 16 Int gain People Q 300 5 15M 0 0 0 0 0 0Appl. Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 22195 4644 1129 417Lessexternalcooling00 Less transfer 0 0 0 018Ductgain10221910946410 ° 113 10 4219TotalRSHgain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 1201 Air required (cfm) I 1 1383 1383 1 3641 289 601 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed Wr7g1 7t50ft Right-sufle Residential- 5.0.64 RSR26015 2002-Mar,06 12:12:28 E:\F"ies\drhodon\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 111IW98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /m La. 1 Name of room WBR BR 2 BR 3 BR 414MMUAL2Lengthofexposedwall33.0 ft 11.0 ft 26.0 ft 11.0 ft3Roomdimensions14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ftCeiingsCondit. Option 8.0 ftl heaUcool 8.0 ft heatfcool 8.0 ft heatfcool 8.0 ftl beat/cool TYPE OF CS HTM Area Load (Btrir) Area Load (Bbuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg fly Htg Clg W) Htg I Cig W) Htg 1 Clg ft2) Htg I Clg 5 Gross a 14B 4.6 2.1 136 88 208 ggExposedb12C2.9 1.9 0 0 0 0wagsandc13C3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0If0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591glassdoorsb8C37.0 0 0 0 0 0 0 0 0Heatingc9A29.9 0 0 0 0 0 0'"' 0 0d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and, North 20A 0 0 0 0 2 41 2 41glassdoorsNE/NW 39A 32 1261 16 630 0 0 0 0CoolingE/W 0.0 0 0 0 0 0 0 0 0SE/SW 47.4 0 0 0 0 14 663 14 663South0.0 0 0 0'"' 0 0 0 0 0Horz0.0 0 0 0'"' 0 0 0 0 0 8 Other doors a 1013 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0b101314.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0c0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 238 404 530 154 261 343 168 285 374 121 205 269b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 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 Note: room a 22A b 25.9 0.0 0.0 0.0 33 0 855 0 11 2W 0 26 674 0 11 285 000000000000perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0Isdispl. for slab d a 0.0 0.0 0.0 0.0 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 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 455 128 161 455 128 16 455 128 13 Subtotal loss=6+8. +11+12 4235 1925 2890 1869Lessexternalheating0000Lesstransfer000014Duetloss10942310OA1921092891018715Totalloss = 13+14 46N 2117 3179 2187 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 8..+@12+16 1200 0 0 0 0'"" 0 0 017SubtotRSHgam-7 2711 12W 1601 1250Lessexternalcoding0000Lesstransfer000018 19 Dud gain Total RSH gain 17+18)'PLF 10 1.00 271 2982 109' 0 125 10% 160 10°/ 120 20 Air required (cfrn) 192 169 1.0 87 1375 78 1.00 131 1762 100 1 1.00 85 1125 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed V/r7g/ 1t501 i Right -Stine ResideniialTM 5.0.64 RSR26015 2002 Mar 0612:12 28EAFges\drhortoM1965k1965.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: rift to. 1 Name of room FAMILY KITCH/NOOK BTH 2j4NWIVUALLengthofexposed wall 33.0 ft 18.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 It 18.0 x 17.0 it12.0 x 9.0 ft Ceikgs Condit. Option 8.0 ftj heatl000l 8.0 I'll beat/cod 8.0 It heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) AreaEXPOSUREN50HtgClgW) Htg Cig Area Htg Clg ft3) Htg I Gig Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0Exposedb12C2.9 1.9 0 0 0 gswaand c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 i 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b BC 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 00 0 0 0 0 0 0 7 Windows and North 20A 5 99 4 85 0 0 glassdoorsNE/NW 39.4 0 0 0 0 0 0 Coding ENV 0.0 0 0 0•"• 0 0 0 SE/ SW 47.4 49 2329 29 1367 0 0 South0.0 0 0 0 0 0 0 Hofz 0.0 0 0 0 0 0 0 8 Other doors a 1013 14.7 9.9 0 0 0 0 0 0 0 0 0 b 100 14.7 9.9 0 0 0 0 0 0 0 0 0 C0.01 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 wallsandc13C3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.00 0 0 0 0 0 0 0 0 C0.0 0.0 0 0 0 0 0 0 0 0 0 d0.0 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 f0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perkneter c 0.0 0.0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 128.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8. +11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14Ductloss10QAW100A366101815Totalloss = 13+14 6423 4022 201 16 Int gains: People @ 300 4 1200 0 0 0 0 APPI. @ 1200 0 0 1 1200 0 0 17SubtotRSHgain=7+8. +12+16 5127 3826 240 Lessexternalcoding00018 Less transfer Duct gain 10 OA 0 513 10 OA 0 383 10 OA 0 24 9' 19TotalRSHgain=(17+18)'PLF 1.00 5640 1,00 4208 1.00 264 20Airrequired (cfm) 264 320 165 2381 81 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed We7C ht5011 C Right-SuRe ResidentW- 5.0.64 RSR26015 2002-Mar-06 12:12:28 AME:1FYes\dd aon\19651/965.,. Page 3 10x6 lacd I00 IOx6 lso60 i2x12 1•cd. 325 6• ' tax W r4l 10z10 ,rop IV 6' 3' bath duct. to roof cep 9PanNxlrop8, IO40 rpp r flx 6• ly go Ewa 718' 8'7' •4' 4• Yi. 7W5 le' 9.4. IBC x4.1 ahu 10 1 IOxIO 3xcd I 2w ® 4 4' 117z08 lxcd e Bx4 1 4' Ntaa 1242 rap roX Or N 3 Dr 9' A/C 3 7 70' 5' M PAD Z 4' bath duct tOz6 r' DoroOFCop f4n-0pht 12x6 lxcd 1K`y t 145 7' 4' dryer duC to roof cap 12x6 ivcd lexl3 plrn14524X14 RAD pletforn bybtdr 3.5 TON V/IOKV e240V IPII scale 1/8"=1'0" Must have a nlnelull Cl WanCe Of 4 InChe4 around the a1r handler per the State Energy Cade. All duct hat an rs6 InWlatk»t value. N 0 z i U'J IT 4 A U Rating 5 r m 5 0 J a MiTek' July 24, 2003 MiTek Industries Inc 14M Norlh Outer Forty he, Sufis 300 Chesterfield, NO 63017 USA The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4673734 thru I4673754. Total: 21 drawings. Job ' :DR1965F-v p Builder :D.R. HORTON Location :STANDARD MODEL 1965, ELEVATION F= (- County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. July 24, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. t TRUSS INDEX OF JOB DR1965F 1' Trusses included=21 0,"\DR1965F\a.tre" 14673734 1,"\DR1965F\a11Are" 14673735 2,"\DR1965F\a13tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,"\DR1965F\a2.tre" 14673740 7,"0R1965F\a7.tre" 14673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\ag1Are" 14673743 10,"\DR1965F\ag2.tre" 14673744 11,"\DR1965F\bAre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,"\DR1965F\cgAre" 14673747 14,"\DR1965F\jAre" 14673748 15,"\DR1965F 1.tre" 1 4673749 16,"\DR1965F\k.tre" 14673750 17,nDR1965FV.tre" 14673751 18,"\DR1965F\m.tre" 14673752 19,"\DR1965F\s.tre" 14673753 20,"\DR1965F\s1Are" 14673754 N" Y 4 Pb, 45161 STATIEOF 4 L April 1, 2003 AwARNINo - verm deawn parameters and READ Norxs oN THIS AND RaV1SRd1R9 am BLlom ust. ••isinvi e Design vasd for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an indlvldual building component to be Installed and loaded velt"Ity. Applicability of design parameters and proper Incoipaatlon of component It responsbMy of building designer - not truss designer. Bracing shown Is lot latetal support of Individual web members onty. Additional temporary bracing to Insure dabilly during constructlon Is the responsibility of the erector, Additional permanent b *c" of the ovetal structure Is the iespontbMy of the buldkp designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bacing, consulf OST•88 Quality Standard. 061.89 gracing Specpic~, and NIB-91 M iTek® Handling hufaNlnp and Bracing Recommendation avolable from Truss Plate Institute. US D'Onohlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang•Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING V nA Indicates location of joints at which bearings (supports) occur, FORM016,01V Numbering System J2 J3 J4 TOP CHORDS C2 Q o WEBS J5 Q o_ o U O O V a OFceCYC6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N e m MiTeke fMROWJW 0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1/4 panel length(* 6" from adjacent joint,) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 01M Mitek Holdings, Inc. I It Job I russ Truss Type ty y 14673734 DR1965F A ROOF TRUSS 16 1 Job Referea nen) i Marage i1-0 7.1.3 13.6-10 1 20-0.0 26-" 32-10-13 40-0.0 J1-4p 1 1-0. 0 7-1-3 6-" 65-6 65.6 65$ 7.1-3 1.0.0 Scale = 1: 68.6 5.00 F12 5x6 — 5 5x6 % 5x6 4 6 2x4 2x4 3 7 2 8 9 j d7 81 3x8 = 14 13 12 11 10 3x8 — 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 10- 3- 14 20-0-0 29-8-2 40.0-0 i 10. 3- 14 9.8.2 9.8-2 10-3-14 Ste seta LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.75 Vert(LIJ -0.28 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0. 0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10. 0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. SOT CHORD2X4`SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/ size) 2 =1951 /0-8-0, 8 =1951 /0-8-0 Max Horz 2=-1900oad case 5) Max Uplift 2--809(load case 41, 8=-809(load case 51 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3.4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8--3714, 8-9=14 BOT CHORD 2-14-3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3- 14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-98 per FBC2001; 120mph; h -18ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. a4! 6634 AwAmNO - Yerw desi n par nwters and RISAD NOTES oN ims AND Ricnim f9TDE Bamm I =. Design valid for use only with Welt connectors. This design is based only upon parameter shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responslblNty, of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stabMy during construction is the responslblllty of the etectol. Addiional permanent brbcing of the overall structure is the responsbWty of the building designer. For general guidance regotding fabrlaatdon, quality conhot storage, delivery, erection and bracing, consull QST•8t Quality Standard, DSI-89 tracing Specification. and HIB•91 MiTek® Handling InstallingandBrooftRecommendatlonavailablefromTrussPolefrbInstitute, 883D'OnoDrive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/19 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. JIF-Iia fi? The first dimension is the width 4 x 4 perpendicular to slots. second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 o WEBS J5 Cr O 0 o a _ O U oL ce c? O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N El - MiTek• PANEL TM CUP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Puce plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puffins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01M Mitek Holdings, Inc. e Job russ Truss Type ty y 14673735 DR1965F A11 ROOF TRUSS 1 1 Job Reference (o tional) s e i e n ustnes, nC. on mar age 0 0 5.9.14 11.0.0 1 17-0.0 23-0-0 29.0-0 F 34-2-2 40-" jt-0.0 1.04 6-9-14 5-2-2 a-o-o 6.0•0 6.0.0 5.2-2 5.9-14 1-0.0 Scale m 1:e9.e 5x6 = 5xe = 5x8 = 3x4 = 5.00 12 4 5 6 7 20 2x4 3 8 4 2 9 1 10Ig 3x8 = 15 14 13 12 11 Us = 4xe = 3x4 = 3x6 = 3x8 = US = If-" 20.0.0 29.0.0 40-" It-" 9.0.0 9.0.0 11.0.0 Plate Offsets : :--, - e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BOLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udell = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 -1951 /0-8.0 Max Harz 2-114(load case 4) Max Uplift2=-763(load case 2), 9=-7630oad case 31 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6--3856, 6-7=-3129, 7-8--3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14.16=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6.11 =-854, 7-11 =872, 8.11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =1 Oft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cart.#6634 WARNING - Very deAM pam mttere and READ NOTES ON TMIS AND RBV6RS6 S706 HEPOR6 1111156. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Inccxpotatkm of component is iesponablilly of building designer - not hues designer. Bracing shown is lot lateral support of Individual web members only. Additional tempotaty broclrng to Insure stability during eonsttucilon is the iesponsibilify of the wstoto..AddBbnal permanent brarcing of the overall shucture is the iespondbBlty of the building designer. For genetol guidance legoiding lbbilcotion, quailty control, storage, deilveiy, election and bracing, consult GST-88 Quality Standard, 031.89 Bracing Speciflcctlon, and HIB-91 QDMiTekHandlingInstallingandBracingBecommendallonavailmablefroTrussPlateInstitute. 593 D'Onohlo Drive. Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 1'h * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating formal refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required oe", continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 93WI3-N, 910080-N MiTek® PANEL TM CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. C 1993 Mitek Holdings, Inc. FORM018,019 Job I russ Truss Type ty y 14673736 DR1965F A13 ROOF TRUSS 1 1 Job Reference (o tional) sFebr e Industries, nc. on ar age i1 0 q 6-9-14 I 13-0-0 I 17-8-0 I 22-4-0 27.0.0 i 33-2-2 40-0.0 41 1-0-0 6-9-14 6.2-2 4-a-0 4-" 4.8.0 6-2.2 6-9-14 1-0-0 Scale = 1:69.8 5x6 = 2x4 11 30 = 5x8 = 4 5 6 7 5.00 FIT 20 \\ 20 3 8 d 1 2 101d 3x8 — 16 15 14 13 12 11 3x6 = 3x4 = 3x6 = 3x6 = 3x4 = 34 = 3x4 = 9.1-14 17-8-0 22-4-0 30.10.2 40.0.0F 9-1-14 6.6-2 4-8-0 8.6-2 9-1-14 Plate Offsets - , - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES W8 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. SOT CHORD 2 X 4 SYP'No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2 =131(load case 4) Max Uplift2=-735(load case 4), 9=-735(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-3759, 3-4 = -3463, 4-5 = -3281, 5-6 = -3281, 6-7 = -3281, 7.8 = -3463, 8-9 = -3759, 9-10 =14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14-3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001, 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.0psf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARIITINO - VerVg destyn parameter and R&W NOT28 ON THIS AND RBVZRSIS =DX BJl MX9 V=- assessesn Deslgn valid for use only with MITek connectors, 1hk design Is based only upon patameten shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design pafamelets and piopef Inco#poiatlon of component Is iesponslbilI y of building design* - not Huss designer. Bracing shown Is lot lateral support of Individual web members only. Additional lempoiary bracing to Insuie stability duiing construction Is the tesponslbllity of the erectof. Additional permanent brbcing of the overall stfuctute Is the responslblity of the building designei. Pot general guidance rtegaidinglobilcatlon, quality control, stofoge, delvefy, *#action and bracing, coruull CST-88 Quality Standard, OSI-89 Bracing Specification, and NIB-91 M iTek® Handling Installing and tfocft Recommendation available horn Truss Plate Institute. 50 D'Onofflo Dille, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 O For 4 x 2 orientation, locate vplatesI /s" from outside edge of Otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing, BEARING nA Indicates location of joints at which bearings (supports) occur. FORW 8,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N MiTek° OfVMO-AM TM PANELCLO General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords recuire lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. 4 Job Truss Truss Type Oty Ply D R HORTON 14673737 DR1965F A15 ROOF TRUSS 1 1 o tiona1 CCUSPAN-TH, LONGWOOD, FL 5.000 a Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2003 Page 1 1 0 7-9.14 i 150-0 F 20-0-0 1 2_6-0-0 32-2-2 40-" 4t 0 p 1-0-0 74.14 7-2-2 5-0-0 5-0-0 7-2-2 7-9.14 1-0-0 Sreals+ 1:88.b Sx8 2x4 II = 6.00 12 4 b 86 5ie - Us 3 2 e 9I$ 1 axe = 14 13 12 11 10 3xe = 3x4 = 3x8 = 3x8 = Us = 3x4 = 10-3.14 20-0-0 29-a-2 40-0-0 10-3.14 9-8-2 9.9-2 103-14 Plate Offsets MY): 2:04-2 0-1.8 3:0-3-0 0-3 0 4:0-3-0 0-2-4 6:0-3-00-2-4 :0-3-0 0-3-08:0-4-2 0-1-8 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1,33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0.0 Rep Stress Incr YES W B0.32 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 1- 3 2 X 4 SYP No.1D, 7-9 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4SYP No.3 REACTIONS ( Ib/size) 2=19510", 8=1951/0-8-0Max Horz2=148(load case 4) Max Uplift2=- 759(load case 4), 8=-759(load case 5) FORCES (Ib)- First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5.8=-2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3- 14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf•, BCDL=5.0psf, occupancy category 11; exposure B; par ially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic. #4511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cen.#6634 A WVARNWO - VerM dest4n parameter, and Rt AD NorZ8 ON TWS ANDRBVZRBE BIDE 86F0RE UBE. ® Design valid tot use only with MRek connectors. This design Is based only upon parameters shown, and k for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorp Callon of component k responsdblSty of building designer - not hues designer. Iliacing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiuctlon Is the tesponslblNty of the eteclot. Additional permanent bracing of the overall structure Is the responsbRlty of the building designer. For general guidance regarding fabrication, quality control. staage, dell ety, erection and bracing. consul! OSTdit Quality Standard, DSt-89 tracing Specification. and HIS-91 MiTek® Handling InstalllnaandbroatnpRecommendationavailablefromTrussPlateInstitute, 583 D'Onohlo Dilve, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing. BEARING V n14 Indicates location of joints at which bearings (supports) occur. FORM018,019 Lumbering System J2 J3 J4 TOP CHORDS ct o J5 a o _ o K ZC1 cc U O a a OCA BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N a 0 El MiTek® PANEL TM CLIP KYDRO A/R(D General Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care shoukj be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. Job rus Truss ype ty y 14673738 DR1965F A17 ROOF TRUSS 1 1 r Job Reference to tional) sFebi e n ustnes, nc. on Mar 31 14:31:49 2003 Page 11:94 6.1-3 1 11-6-10 17-0-0 23-M 28.5-6 1 33-10-13 40.0.0 j1.0.0 1-0.0 6-1-3 5-5-6 5-5-6 6-0-0 5S6 5-" 6-" 1-0-0 Scale = 1:69.8 5x6 Sxe 5.00 12 5 6 30 4 30 4 7 5x6 % 5xe 3 8 2 1 9 10_ Iad US — 16 15 14 13 12 11 3x8 — 3x4 = 3x6 = 3x4 = 3x6 = 30 3x8 B-4-11 17-0-0 23.0.0 31-7-5 40-" r i„ it 8-7-5 6.0.0 B-7-5 8-4.11 Plate Offsets -_ , : - : - - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Harz 2=165(load case 4) Max Uplift2=-781(load case 4), 9=-78111oad case 5) FORCES Pb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13-3023, 11-12=3023, 9-11 =3485 WEBS 3-16--305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy Category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASEISI Standard Junaidie Budiman, Lic.#451 S'. MiTek Industies, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 Cart.#6634 Y WARMNO - VerjjjT des4n pwunYrtera wW READ NOTES ON TRW AND IWVCRSC SIDE HtFORE UM. espossiss is Design valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and is for on Individual buNding component to be Installed and loaded vertically. Appl¢abMly of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of (ndlvldual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the weck». Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrlootlon, quality control, storage, delivery, erection and bracing, consul CST-68 Quality Standard, 031-89 $racing Specification, and HII.91 MiTek Handling Installing and Bracing Recommendation available from Truss Plate Institute, Us D'Onohlo Drive, Madison, WI53719, Symbols PLATE LOCATION AND ORIENTATION 13/s * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates I /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VriA Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-76, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N El - MiTek TU o CLIPELPAN A&Gener+al Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6., Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. FORM018,019 11 Job russ Truss Type ty y 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference (o liana)) sFebI e Industries, nc. on Mar age 12-10-10 19-041 1 21-0-0 i 27-1.8 1 33-2-13 + 40-0-0 V -0 q 1.0.0 6-9.3 6-1-0 6-1-6 2.041 6-1-8 6-1-6 6-" 1-041 Scale = 1:71.2 5x8 = 5x8 = 5.00 12 5 6 3x4 9 3x4 4 7 Sx8 5x8 3 8 2 9 101dt 3x8 = 16 15 14 13 12 11 Us = 3x4 = Us = 3x4 = 3x4 = 3x8 = 3x4 9-9-14 19-0-0 21-" 30-2-2 40-0.0 9-9-14 9-2-2 2-0-0 9.2-2 9.9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LU -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 203 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 =1951 /0-8.0, 9 =1951 /0-8.0 Max Horz 2=182(load case 4) Max Uplift2=-801(load case 4), 9=-801(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2.3--3939, 3.4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 -3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 --408 NOTES 1) Unbalanced roof live loads have been considered for this design. 1) Wind: ASCE 7.98 perFBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 4&WARMNG - Verft design paranfisters and READ NOTES ONTWS AND RBVERBE SWX BEFORE USE. w' ® Design valid for use only with MiTek connectors. This design Is based only upon parameter shown, and Is for an Individual building component to be Installed and loaded vedloally. Applicability of design pofameters and pfoper Incofporallon of component Is responsVitty of building designer - not truss I designer. 8rocing shown Is for loteral support of Individual web members only. Additional temporary broclnq to Insure stability duiing conshuctlon Is the responsiblilty of the erector. Additional peimon•nt brbrclnq of the overall shuctum Is the msponsibWfy of the building designer. For general guidance regarding tobrloation, quality conhol, storage, delivery, erection and bracing, consuR 087-88 Quality Standard, DSS-89 tracirp Speciflcotlon, and HIS-91 Handling Inslallinp and tracing Recommendation avallobis hom Truss Plate Institute, 583 D'Onoblo Drive, Madison, WI53719, MiTek Symbols PLATE LOCATION AND ORIENTATION 13/,A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All + 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of a truss and vertical web. 00 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Welk/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING Indicates location of joints at 49 which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N MiTeke Ae N Z100,4ua TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage Or Personal injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, it no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mtek Holdings, Inc. Job russ Truss Type ty y 14673740 DR1965F A2 ROOF TRUSS 2 1 Job Reference (o tional) s e t o Industries, nc. on Mar age 7-4-14 I 14-2-0 20-0-0 23.0-0 1 28-" I 33-10-13 + 40.0-0 V-0.0 1.0.0 7-4.14 6-0-2 5-10.0 3-0-0 5-" 5.6.6 6-1-3 1-0-0 Scale = 1:69.8 5x8 = 5.00 12 5 4x6 e 2x4 II 4 3x4 -- 7 5x8 % 5x6 3 6x8 = 16502 — 8 6x6 = Q 0 2 9 101 Us — 19 18 14 13 12 11 3xe = 3x4 = 2x4 11 2x4 11 5xe = 2x4 11 7-4-14 14-2-0 20.6-0 23.0.0 285-6 33.10-13 40-0-0 7-4-14 e-9-2 6.4.0 2.6-0 5-5-6 5S6 6-1-3 Plate Offsets : - 17:0-2-12,073-721 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc puffins. BOT CHORD 2 X 4 SYPNo.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 - 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Harz 2=190(load case 4) Max Uplift2 = -395(load case 4), 16=-829(load case 4), 9--490(load case 5) Max Grav 2 - 79711oad case 61, 16 = 2456(load case 1), 9 =877(Ioad case 7 FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -837, 3-4 - -327, 4.5 = -327, 5-6 =1791, 6-7 =1387, 7-8 = -223, 8-9 = -839, 9-10 =14 BOT CHORD 2-19=765, 18-19=-0, 17-18=66, 4-17--468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15=164, 13.14=0, 12-13--0, 11-12=762, 9-11 =766 WEBS 3-19--408, 17-19=933, 3-17=-470, 12-15-283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17-1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 perFBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic. #4511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 wmmo - iverW design parmmst it ra and READ NOTES oN THIS AND PsvzRSE SIDE arT:loRE u86. Design volld tot use only with Mlfek connectors. This design is based only upon pofameteis shown, and is for on Individual building component to be Installed and boded vedloolly. Applicability of design pofometefs and pfopet incapofatbn of component is fesponsi blHty of building deslghei - not buss designet. Bracing shown is tot bteial support of Individual web membets only. Additional temporary bracing to Insure stabBlly during condiuction is the tesponsibliily of the efectot. Additional permanent bfbtchg of the ovefoll structure is the wsponslbSRy of the building designer. Fof genwol guidance tegatding fobfbation, quaAty control, storage, detvety, efectlon and bfachg, consull QST-88 Quality Standard, OSI-89 tracing Specification, and Hit-91 Handilrg Installing and tracing Recommendation ovoliabie horn Tfust ftte Institute. 5" D'Onohb Dtive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. a*For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Vn-4 Indicates location of joints at which bearings (supports) occur. FORM018.019 0 Q O U a O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-76, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N IIII0 MiTek° OfYDR,4!/ PANEL TM CLIP j General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1A panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1M Mitek Holdings, Inc. Job russ Truss Type ty DR1965F A7 ROOF TRUSS i 2 14673741 Job Reference to tional) sFebi eIndustries, nc. on Mar age tr-0.0 14 1 7.0-0 1 13.6-14 20-0.0 I 26-5-2 1 33-a0 F 36-2-2 40-0.0 1111-0-0 1.0.0 3-9-14 3-2-2 6-6-14 6-5.2 6-52 e-8.14 3-2-2 3-9-14 1-" Scale = 1:69.8 8x8 = 8xe = 5 00 12 Off= 7x8 = 4x6 = 4 5 6 7 8 2x4 2.4 3 9 2 10 1111 a 3x8 = 16 15 14 13 12 3x8 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-0-0 13-6.14 20.0-0 26-5.2 33-" 40-0-0r 7-" 6-6-14 6.5-2 6-5-2 6-6-14 7-0-0 Ste offsets LOADING (psf) SPACING 2-0-0 CS] DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14.15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udell - 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5-9 oc purlins. 4-6 2 X 6SYP SS, 6.8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13- 15 2 X 4 SYP NoAD WEBS 2 X 4 SYP No.3 REACTIONS fib/size) 2 = 387510-8.0, 10 = 3875/0-8-0 Max Horz 2=-790oad case 5) Max Uplift 2=-2028(load case 2), 10=-2028(1oad case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10- 11 =29 BOT CHORD 2.16= 7514, 15-16=8058, 14-15-12490, 13-14=12490, 12-13-8058, 10-12=7514 WEBS 3.16=562, 4-16=599, 4-15= 4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7.14-1554, 7-13=-1700, 8-13=4848, 8-12=599, 9-12=562 NOTES 1) 2-ply truss to be connected together with 1 Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip and with 7.0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7- 0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase - 1. 33, Plate Increase =1. 33 Uniform Loads (pif) Vert: 1-4=-74.0, 4- 8=-154.2, 8-11 =-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Junaidie Budimatl, Lic.#451 Concentrated Loads (Ib) Junai a Birdies, 1 Vert: 16 =-603.2 12--603.2Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. #6634 4& WARMWO - Veri;1k deaIyn paransrrtw* and RICAD NOTBS ON TWO AND XXVBR86 SMS BN"R6 I =, Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded verticalty. ApplicabBty of design parometwi; and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bil5ckng of the overall structure is the tesponslalAty of the building designer. For general guidance regarding tabtlaotlon, quality contiol stotage, delivery, election and bracing, consuB OST-88 Quality Standard, 031.89 Bracing Specification, and NIB-91 M iTek® Handling Installing and Bracing Necommendatlon avasoble from Trust PlateInstitute, 593 D'Onofrlo Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION t 3fi * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate vplatesI /s" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Jolnt/Plate Placemerit Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORRM118,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT, CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MTek° Z&L-.QD PANEL T.1 CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I /4 panel length(* 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structurai consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 41993 Mitek Holdings, Inc. Job russ Truss ype ty y 14673742 DR1965F A9 ROOF TRUSS 1 1 Job Reference fo tionaqrlp SFeb1 eIndustries, d on Mar 31 14:31:53 2003 Page 4-9-14 1 9.0-0 1 14-" 20.0.0 1 26-" 31.0-0 1 35.2-2 40-0-0 111 1.0-0 4-9.14 4.2-2 5.8-0 541-0 5-60 5.6-0 4-2-2 4-9-14 1-0-0 Scale = 1:69.8 5x8 5x63x4 = 5x8 = 3x4 = 5.00 12 4 5 6 7 a 2x4 2x4 3 9 2 10 11t i.- 3x8 = 17 16 15 14 13 12 Us — 3x8 = 06 = 3x4 = 3x4 = 06 = 3x8 = 9-0-0 16-4-0 23-8-0 31-0-0 40-" 9-0-0 7.4-0 7-4-0 7-" 9-" Plate Offsets ; : - C e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl - 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5.17, 7-12 REACTIONS (lb/size) 2 = 1951/0-8.0, 10 = 1951/0-8-0 Max Horz 2=960oad case 4) Max Uplift2 = -791 (load case 2). 10=-791(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14-4389, 12-13=4389, 10-12-3507 WEBS 3-17-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7.14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic,#451 1 MiTek Industies, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 Cert. #6634 O WARNING - Vor(/jf design paran atom and R&W NOTES ONTiIIB AND REVERSE 131110E BEiPORE USE. sins ase Design valid for use only with Mitek e* nnectors. This design Is based only upon parameters shown, and Is for an Indivlduol buadkng component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is rosponslblitty of building deslpnoi - not hues designer. Bracing shown Is tot lateral suppod of Individual web members only. Additional temporoty bracing to Insure stability duiing condfuctlon Is the tesponslblllly of the eiectot. Additional petmonont btboktg of the overall shuclum It the responslbillty of the building designs+. For genetol guidance tegotding tabrlcatlon, quality conhol, slaage, delivety, wrectlon and btacing, consult OST-ail Cuallty Standard, DSI-89 Srocing Specification, and HIS-91 M iTek® Handllna Installlna and Sracing lteh commendaltanavailableomTtuss Plate Insthute. $43 D'Onohlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING gnA Indicates location of joints at which bearings (supports) occur. FORM019,019 O 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TC B 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N El MiTek° ZL.o TM PANEL CLIP 4&General Safety Notes Failure to Follow Could Cause Property Damage Or Personal injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length('- 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1M Mitek Holdings, Inc. v Job Truss Truss Type ty y 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference to tional) sFebe Industries, nc. on Mar age 7-6.0 ( 14-9.0 I 20.0-0 23-0-0 28-5.6 33-10-13 i 40.0.0 4TI 1-0.0 7.6-0 7-3-0 53-0 3-0-0 5.5.8 5-5.6 6-13 1-0.0 Scale - t:e9.8 5xe = 5.00 f12 506 8 4 3x4 5x8 % 7 I l 5x6 3 7 16 5x1 9 7 = 4x6 2 3 11 9 1010i{ 5x8 = tl 3x6 = 18 14 13 12 11 axe _ 2.50 12 Us — 7-8-0 14-6-12 14r8-0 20-4-0 23-0.0 28-" 33-10-13 40-MiIFI 7-6?O 6-11-12 03.4 5.7-0 2-6-0 55-6 55.6 6-13 Plate sets __ : - LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min I/deft = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No 2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6`SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 721 /0-8-0, 18 - 607/0-8-0, 16 =1743/0-8-0, 9 = 872/0-8-0 Max Horz 2-190(load case 4) Max Uplif:2=-363(load case 4), 18--407(load case 4), 16=-537(load case 5), 9=-502(load case 5) Max Grav 2 = 7330oad case 6), 18 =829(load case 6), 16 =1743(load case 1-), 9 = 880(load case 7) FORCES hb) - First Load Case Only TOP CHORD 1-2-12, 2.3=-1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16=-57, 13-15=96, 6-15=630, 13-14-0, 12-13=0, 11-12 =1106, 9-11 =1110 WEBS 3-19=-180, 17-19=1311, 3-17--1624, 5-16=-1030, 6-16=-984, 12-15-769, 7-15=-618, 7-12=-154, 8-12=-607, 8.11 =112, 17-18=-535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 perFBC2001; 120mph; h=18ft- TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300' Chesterfield, MO, 63017 Cert.#6634 WARM WG - verW deefpn pwumstem and R&4D ]Vryj; S ON TKISAND I RVI&MM MW BZFOX6 U ••+•• Design valid for use only with Mtlek connectors. lhb design Is based only upon parameters shown, and It for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responslblNty of building designei - not truss designer. Braving shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the iesponsiblitty of the emctot. Additional permanent Wooing of the overall structure Is the msponsiblWy of the building designer. For general guklonce tegarding fabrication, quality control. staage, delivery, etection and bracing, consult OST-88 Quality Standard, 0511-89 Bracing Specification, and NIB-91 Handling Installing and tracing Recommendation available from Truss Plate Institute, $93 D'OnofrioiveDr, Madison, WI63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13A ` *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/6" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Piacement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VrIA Indicates location of joints at which bearings (supports) occur. FORM018,019 0 Cr 0 c. a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N Welk® e NMRO-Mg0 TM PANEL CLIP General safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wone at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length('' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative heated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type,, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. I M M#ek Holdings, Inc. Y. 4 V Job russ Truss Type ty y 14673744 DR1965F AG2 ROOF TRUSS 1 1 Job Reference (optionall' sFebe Industries,Inc. on Mar age F.1.0-01 7.64) F, 14-" 1 16-7-3 22-" I 1230-01 1-0.0 7.1-0 73-0 1.103 5-4-13 1-0-0 4x8 I I Scale = 1:45.1 6 2x4 11 2x4 11 5 7 8 j$5x8 i 2x4 11 2x4 11 2x4 11 3x4 = 300 II 5.00 12 34 I I 1= 2x4 I1 I I I 2 q71 2x4 11 9 = 2x4 11cc332x411 2x4 11 30 = 10 2.50F12 2x4 11 22.0-0 7.6-0 14.6-12 14 " 20-" 2W 7-" 7-0-12 0.2-4 b7-0 04-0 1.4-0 Plate Offsets - - - I - - • - , - - ,. [9:0-4-3,11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Verii 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Verli -0.18 10-11 >949 8CLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Wei 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D `Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6-SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP li WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Horz 2=3540oad case 4) Max Uplift2=-308(load case 41, 10=-514(load case 4), 7--218(load case 5) Max Grav 2=735(load case 6, 10=1081(load case 1), 7-405(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1339, 3-4--1339, 4-5=243, 5-6=283, 6-7=-78, 7-8=17 BOT CHORD 2-11 =1244, 10-11 =-32, 7-9=71 WEBS 4-11 =-205, 9.11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120ni h=18ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partiallyMWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTekStandardGableEndDetail" 41 Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joints 7. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.+f6634 tAWARMWG - Yerft design parameter and RdSAD N07E8 ONTEO AND RRMtSi3 Ii REPOR6 USX- nwst® Design valid for use only with Mli connectols. this design is based only upon parameters shown, and is for an Individual building component to be Installed and boded verlioalty. AppScabMy of design parameters and proper Incoiporotlon at componsnl is tesponsbMy of building assigner - not truss designer. Siccing shown Is lot lateral support of IndNidual web members only. Addltbnal temporary bracing to ki stability during condfuclbn is the iesponsibllSy, of the erector. Addltlonol psrmonenl brbcing of the overall structure is the responsbMy of the building designer. For general guidance iegording fabrication, quakly control, slotoge, delli erection and bracing, consult OST-88 Quality Standard, DSS-89 Siccing Specification, and HIS-91 Handling Indlnfsalland Broeft Recommendation availba3 able fromTrussPlateInstitute, D'Onoftb DrNe, Madison, WI $3719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'/• * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Q"' For 4 x 2 orientation, locate Ole I Is" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabtdar pilaling format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. 0 Q 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR MAJYG-1A,L 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N IlII MiTek° PANEL TM CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4, Unless otherwise noted, locate chord splices at 1/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treatedlumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, IM Mitek Holdings, Inc. FORM018, 019 fIYDRO,I!/R r Job ruse Truss Type ty y 14673745 DR1965F B ROOF TRUSS 1 1 Job Reference (o tionap sFebr e Industries, nc, on Mar age 1 0-0 5.3-14 10-0-0 14.8.2 I 20.0 0 1 21.0-0 i 1-041 5314 4-8-2 4-0-2 5.3-14 1-0-0 Scale = 1:36.0 4x8 = 4 5.00 52 2x4 2X4 3 5 2 6 Ig 3x4 = 8 3x4 = 5x8 10.0-0 20-0-0 to-" 10-0-0 ate sets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BOLL 0.0 Rep Stress Incr YES WS 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceilingdirectly applied or 7-7-9 oc bracing. WEBS2X4SYP,No.3 REACTIONS ( lb/size) 6 =1004/0-1-8, 2-1024/0-8-0 Max Horz 2=105(load case 4) Max Uplift6=-429(load case 5), 2=-4421load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1.2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 =1481 WEBS 3-8 =-389, 4-8 = 536, 5-8 - -444 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure 8; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 Ile uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4611 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cent. i16634 LmmAWA& VW0 - Verft &Wgn par iaWore and READ NOTES ON TWSAM R8V8RS6 SW8 BZPOR8 USE. t Design valid tot use only with MITek connectors. This design It based only upon parameters shown, and Is lot an Individual building Component to be Installed and loaded vertically. AppBcpblBty of design parameters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown k tot lotewl support of Individual web members only. Addlllonal tempotary bracing to Insure Stability during condiueiion k the responsibility of the erector. Additional petmonent bracing of the ovefoN Structure k the responsbUlty of the building designer. For general guidance iegarding lobrioatlon, quality control storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling InsWlongvoB tallina andBracingRecommendablefromTruss Plate Institute. Us D'Onotrioive Dr. Madison. WI63719. M iTe k® Symbols PLATE LOCATION AND ORIENTATION t 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Q"':: For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Na{t Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011' continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 Q WEBS2 0 0 P ;aOAC6F_ UN a 0 Oacac BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N M Tek" TM PANELJCLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3, Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. Job russ Truss ype ty y 14673746 DR1965F BG ROOF TRUSS 1 1 Job Reference (optional) s Feb 19 2003 MiTekn ustries, Inc. Mon mar age 10-0 53-14 1 10-0-0 + 14-8-2 F 20-0-0 121-0-0 1.0.0 53-14 4-9-2 4-8-2 53-14 1-0-0 Scale = 1:36.0 4x8 = 4 2x4 11 2x4 11 5.00 12 30 7:7- 3x4 2x4 II 3 5 2x4 11 25 II I I 0 0 28 11 8 LJ Li Ig 27 2x4 II 10 2x4 II 2x4 II 9 2x4 11 8 2x4 11 283x4 _ 3x4 — 2x4 11 7x8 = 2x4 11 2x4 I1 53.14 _ 10-0-0 14$2 20-" r 1 53.14 4-8-2 4-8-2 53.14 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 >999 BCLL 0.0 Rep Stress Incr NO WS 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 124 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. SOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=902/0-8-0, 2=902/0-8-0 Max Horz 2=107(load case 4) Max Uplift6=-373(load case 5). 2=-3730oad case 41 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-25=-1514, 3-25=-1445, 3-4=-1053, 4.5=-1053, 5-26=-1445, 6-26=-1514, 6-7=34 BOT CHORD 2-27 =1325, 10-27 =1325, 9-10 -1325, 8-9 =1325, 8-28 =1325, 6-28 =1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9--445, 5-8=81 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.O1b up at 18-0-0, and 15.71b down and 10.Olb up at 2-0.0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase= 1. 33 Uniform Loads (pif) Vert: 1.25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28--20.0 Concentrated Loads (Ib) Vert: 27=-15.7 28--15.7 Junaidie Budiman, Lic.#451 ' MiTek Industies, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Ver(& deetyn pas+amebrs and READ NOTES ONTB7S AND REVERSE SLIM BEFORE USE. vesase Design valid for use only with MITek connectots. This design is based only upon parameters shown, and Is for an IndNklual building component to be installed and loaded vertically. Applicability of design poiameten and proper Incotpoiatbn of component is responsibility of building despite - not huss designet. Bracing shown is lot loteral support of Individual web members only. Additional temporary brocing to Insure stability clurIng condiuctlon is the iesponsiblllty of the eiectoi. Additional permanent brIsoing of The overall shuclute, is the responslbWty of the building designer. For general guidance regarding fabrication, quality contiot stotage, delivery, sreatlan and biacing, consult OST-88 Quality Standard, OSS-89 Bracing Spocifieatlon, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Tiuss Plate InstBUIe, 583 D'Onohio Dilve. Maclean, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required oe", continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 Q ' J5WEBS K ; oUQ a 0ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEE$ ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17,08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N IlII MiTek° MR04MR0 TMPANEL CLEF General Safety Motes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses, IM Mitek Holdings, Inc. Y Job Truss Truss Type ty y 14673747 DR1965F CG SCISSORS 1 11 Job Reference (o tional) CCU-SPAN-TF I, , sFebt o Industries, nc. on Mar age 4-0-15 7-e-0 10.11-1 15-" 16-0.0i + r 1-0-0 4-0.15 3-5-1 3.51 4.0-15 1.0.0 Scale = 1:28A 4x8 4 600 12 2x4 — 2x4 = 3 5 8 u5 2 Sx8 = 8 i1 ' 1$ 2.50 FIT3x4 : 3x4 = 7.8-0 15-0-0 7.6-0 7.8-0 Plate 07ffsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LU -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP''No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4'SYP No.3 REACTIONS (lb/size) 2 = 782/0-1-8, 6 = 782/0-1-8 Max'Horz 2=-8011oad case 5 Max Uplift l2=-340(load case 4), 6=-340(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8=1935 WEBS 4-8-969, 3-8=-394, 5-8=-394 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3 Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340lb uplift at joint 6. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - Ver{V design paminstsrs and READ N0TE8 ON T=5 AND REVER8E MDR =11FORE USE. Design valid lot use only with MRek connectors. This design Is based only upon parameters drown, and is for an Individual building component to be installed and loaded vertically. AppRcobttty of design parameters and proper inmporatlon ai component is responablilfy of building designer - not puss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary biocing to Insure stability duiing construction is the tesponslbllBy of the erector. Additional permanent brbcktg of the overall shuctum is the iesponslAfty of the building designet. For genaol guidance regording fobtloation, quality conttol, storage, det"ry, erection and bracing, consult QST-BB Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling InstalWla m TrandBracing: Recommendation available atom Plots Institute, 583 D'Onopb Dtive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions Indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4010, continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 0 Cr 0 cy a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206,86217,9190 870040-N, 930013-N, 910080-N i El iTek@ TM OrMEHYMO." No AGe eral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fife retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01M Mitek Holdings, Inc. Job Truss Truss Type ty y 14673748 JQR1965F J ROOF TRUSS 14 1 Job Reference (o tional) sFebI e Industries,Inc. onMar age 1-0.0 7.0.0 3 Scale : 1:17.7 5.00 F12 2 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 234/Mechanical, 2 = 424/0-8-0, 4 = 66/Mechanical Max Horz'2 - 188(load case 5) Max Uplift3--213(load case 5), 2=-138(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3- 75 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf' occupancy category 11; exposure B; partially;MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.k457 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - Ver} f}T defrilon param+tens wed R&W NOMS ON THt9 AND REV6RS6 BIDE BERORE UM. r Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and k for on Individual bul ding component to be Installed and boded verlbolty. Applicability of design parameter and proper Incorporation of component Is tesponslbillty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quail y control storage, delivery, erection and bracing, consult GST-Ba Quality Standard, 089•89 tracing SpectIlcatlon, and HIS-91 MiTek® Handling Installing and SraingcRecommendation avoi able from Truss Plate Institute, 583 D'Oroeb Drive. Madison. Art 53719. Symbols PLATE LOCATION AND ORIENTATION 13I. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 14 For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Welk/Gang-Nall Joint/Plate Placement Chart. 1KNlIEPi I The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING nA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI 1NISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N,930013-N,910080-N MTeks PANEL TM CLIP HYDRO -AIR OD AGeneral Safety Notes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 It. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and Installation of trusses, 01993 Mtek Holdings, Inc. b Truss Truss Type Oty Ply D R HORTON 14873749 OR1965F J1 MONO TRUSS 10 1 optional) ACLU-SPAN-TH, LONGW OOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 1 3 1-0-0 1-0-0 1.0-0 1-0.0 scab 1:5.5 2 50052 1 4 1.0-0 r 2A LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 2491190 TCDL TO Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2U01 Matrix) 1st LC LL Min Udefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 1 0 0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=177/0.8-0, 4=9/Mechanical, 3-1 7/Mechanical Max Horz4=45(klad case 4) Max Uplift2=-117(load case 4), 3=-21(load case 5) Max Grav2=177(load case 1), 4=9(lood case 1), 3=26(load case 4) FORCES (Ib) • First Load Case Only TOP CHORD 1-2=28, 23=-37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.0pst, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 i 1 MiTek lndusties, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - Ver(& design parameters and R&W 1V0T68 ON TWS AND RXVZJM BIDE BIBP = UM. ,,nresrwn Design valid for use only with MI1ek connectots. This design It based only upon parameters shown, and Is for an Individual building component to be installed and loaded verlloalty. Applicability of design parameters and proper Incorporation of component Isresponsibility of building designer - not truss designer. Bracing shown Is for lateral support of Indtvidual web members onty. Additional temporary bracing to Insure stability during construction Is the responsibiNiy of the erector. Additional permanent bibcIng of the overall shuclum k the responslbNity of the building designer. For general guidance regarding tabrloatlon, quality conhol, storage, deNvery, election and bracing, consult OST-BB Quality Standard, 0114•89 Bracing Specification, and HIS-91 M iTek® Handling Installing and BPlatlo Bracing RecommendationavailablefromTrusseInstitute. 593 D'OnoeDrive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION t 3/44 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates, For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4. X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING gnA Indicates location of joints at which bearings (supports) occur. FORM018,019 a x 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 1NISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP MYD/RO-AINO AGeneral Safety Notes I Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01 M Mitek Holdings, Inc. russ Truss Type ty y 14673750 VFR19651` K ROOF TRUSS 4 1 Job Reference (D tionallO s e i e Industries, on ar age too sao 1.0.0 5.0.0 3 Scale = 1:13.9 5.00 12 2 4 2x4 5-0.0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) t3=155/Mechanical, 2 = 335/0-8-0, 4 = 46/Mechanical Max Horz `3 - 137(load case 5) Max Uplift3=-149(load case 5), 2=-126(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL —1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 d& WARR7NO - VsrW de4dpn parameters arid READ NOTES ON TZ IB ARID REVERSE SIDE BEFORE CUBE, rrrra ® Design valid lot use only with Malt connectors. This design is based only upon parameters shown, and k lot an Individual butdkrg component to be Instated and boded veHlodgy. Applicability of design paramslsrs and proper Incorporation of component it responsblWy of butting designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to kwure stability during condiuctlon Is the responsibility of the sractor. Additional permanent brbaing of the overall structure k the responsbtty of the building designer. For general guidance regarding tobrbation, Quality control, storage, dstvery, erection and bracing, consuR GST-88 Quality Standard, DSR-69 Siccing Specification, and HIR-91 MiTek® Handling Installing and Siccing Recommendation available from Truss Rats Institute, 593 D'Onohb Drive. Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 7'/. _ * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Cr O For 4 x 2 orientation, locate v plates 1/8" from outside edge of a truss and vertical web. 00 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JS J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N llt MiTek• ErroaaruR PANEL TM CLIP A&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 {. Fuss Fuss ype ty y 14673751 UR1965F L ROOF TRUSS 4 1 Job Reference (o tional) s e t o n ustnes, if on Mar age 1.0.0 3-0.0 Scale = 1:9.2 5.00 F1 2 2 t 4 2rr4 — 3.0-0 3-PO LOADING_(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/deft = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP, No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) '3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz'i2=85(load case 5) Max Uplift3 = -831load case 51, 2=-121(load case 4) FORCES fib) - First Load Case Only TOP CHORD 1-2 = 29, 2.3 = -54 - BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft• TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 21 Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.df6634 WARMING - ver (& design parrtnssterr, and READ NMX8 ON TNIS AND RNMEMi 86 STD6 Bxrt>tRE' USX. Design valid for use onty with MITek connectors. This d*Ogn Is based only upon parameter shown, and k fa an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation o1 component Is iesponslblSty of building designer - not truss designer. Bracing shown Is for loteral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erectot. Addltlonat permanent brlscing of the overall structure is the responsibility of the building designer, for general guidance regarding tabrloatlon, quality'conhoL storage, delivery, erection and biaeft, consull CST -a, Quality Standard, DSI.89 Boeing Specification, and HIN-91 Handling Installing and trocing Recommendationcoendation available from Truss Plate Institute, Gas D'Onoftlo Drlve, Madison, WI $3719, MiTek Symbols PLATE LOCATION AND ORIENTATION 13114 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. fill r For 4 x 2 orientation, locate plates I A" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. PORM018,019 a Q 0 U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17A8 1691, 1329, 4922 87206, 86217, 9190 870040-N,930013-N,910080-N N! 0 MiTek° PANEL > U CLIPHYDRUJUNO General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and Installation of trusses. OO 1 "3 MiTek Holdings, Inc. A ! ' Fuss Truss Type ty y 14673752 gR1965F M ROOF TRUSS 4 1 Job Reference (o tional s e t o Industries, ne. on Mar age 3 1-0-0 1-0-0 1-0-0 1-0.0 Scale = 1:5.5 5.00 52 2 1 4 2x4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-D oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) :3--17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=45(load case 4) Max Uplift3--21(load case 5), 2 =-117(load case 4) Max Grav 3 = 26(load case 4), 2=177(load case 1), 4 = 90oad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.p6634 WARMNO - Ver(fp dsrtgn parameters and RSAD NOTES ON TWS AND =V== SWX BWORE UM. Design vaNd tot use only with Welt connectors. This design k based only upon parameters shown, and is lot an Individual budding component to be Installed and boded vertically. Appdcobllty, of design parameters and proper Incorporation of component is tespon"y of bu&ding designer - not truss designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to Insure dobNlty during construction is the tesponsibnny of the erector. Additional permanent bracing of the overall structure is the tesponslbilly of the budding designer. For general guidance regarding fabrication, quality conttoL storage, delivery, election and bracing, consult GST•88 Quality Standard, DSI.89 booing Specification. and HIN-91 MiTek Handling Installing and &racing &ecommendollon ovalloble from Truss Plate Institute, 5833 D'Onoldo Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 1'/a * Center plate on joint unless dimensions Indicate otherwise, Dimensions are in Inches. Apply plates to both sides of truss and securely seat. tA„ T For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots In connector plates, For tabular plating format refer to the MITNc/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots, LATERAL •RAGING Indicates location of required 40"', continuous lateral bracing. BEARING 249 Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS 0 cc U O BOTTOM CHORDS J1 JS J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO 114HT. CONNECTOR PLATE CODE APPROVAL$ BOCA 86-93, 85.75, 91-28 HUD/FHA TCB 17,08 ICBO 1591, 1329, 4922 SSCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N e MlTeks CLIP ` AGeneral Safety [dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(*_ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shalt not exceed 19%at time of fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or preservative treated lumber, 7. Comber Is a non-structural consideration and Is the responsibility of truss fabricator, General practice Is to comber for dead food deflection. S. Plots type, site and location dimensions shown Indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others union shown, 13, Do not overload roof or floor trusses with stocks at construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 16, Care should be exercised in handling, erection and Installation of trusses, 0 1M Mltek Holdings, Inc. FORMOIe,ot 9 Truss Truss Type Oty Ply D R HORTON 14873753 SR1965F S ROOF TRUSS 2 1 o tional ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2D02 MTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1 15-0 5.3-5 9.10-13 1.5.0 5.35 4.7-8 Swk 1yyiB.5 d 3.54 12 3X4 3 d 2 B 20 II7 8 5 30 = 2A = 5.3-5 9-10-13 5-3.5 4-7-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0,04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0,45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP'No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-115, 5=429/Mechanical Max Horz2=228(bed case 2) Max Uplift4=-249(klad case 5), 2=-217(load case 2), 5=-123(load case 3) FORCES ( Ib) - First Load Case Only TOP CHORD 1-8=24, 2.8-24, 23=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 55=0 WEBS 3-7=166, 3-6 -1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partially MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to4=-183.1, 2=-1.7-to5=49.5 Junaidie Sudiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. # 6634 WARMNO - Ver(& destOrt parameters and A&W NOT28 ON 7NS AND REVERSE SIDE BEFORE t/SR. k ei Design valid for use only with Mifek connectors. This design k based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. AppN¢ablAty of design parameters and proper Incorporation OI component is tesponsk:,My of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addfilonal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bihcing of the overall structure is the responslbNtly of the building designer. for general guidance regarding fabrication, quality control, storage, de"ry, election and bracing, consufi OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing ReRecommendation availablefrom Truss Plate Inslitute, bag D'Onb ohDrive, Madison, WI53719. M iTek Symbols PLATE LOCATION AND ORIENTATION 13/ * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. ir For 4 x 2 orientation, locate plates IA" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular ptattnq format rotor to the MITok/Gang-Nall Joint/Plato Placement Chart. PLATE SIZE The first dimension Is the width 4 X 4 perpendicular to slots. Second dimension Is the length parallel to slots. LATERAL BRACING Indicates location of required oe continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. FORWIS,OiV 0 O cs a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt JS J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIONT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 86-75, 91-28 TCB 17,08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N w, El Woke 0 M"aAffe AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices O at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber Is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and In all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 01 M Mlt*k Holdings, Inc. r Truss Truss Type Oty Ply D R HORTON 1965F 14673754 S1 ROOF TRUSS 2 1 IW optional) ACLU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MITek Industries, Inc. Tue Apr 01 11:05:03 2003 Page 1 t-5.0 t5.0 t-5.0 1S0 Scde •. 1:6.4 dyd 2 3.s4 12 d 1 4 1 5-0 20 t50 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a W120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL %0 Code FBC20O1 Matrix) 1 at LC LL Min Well = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 5 0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) 3=-40/Mechanical, 2=19WO-8-0, 4=6/Mechanical Max Horz 2=47(load case 2) Max Uplift3=-400oad Case 1), 2=-175(load case 2) Max Grav3=25(load case 4) 2=193(load case 1), 4=6(ktad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2pst, BCDL=S.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for in= to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular. Lumber Increase-1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3--52.3, 2=0.0-to-f=-14.1 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNINo - VerW design pararntters cmd READ NOTES ON rms AM) RzvzR= SIDE 2woR6 uss. Design valid for use only with Mnek connectors, This design is based only upon parameters shown, and Is too an Individual building component to be Installed and loaded veotlaally. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure slabSRy during construction is the responsibility of the erector. Additional permanent brbekng of the overall structure is the responsibility of the building designer, For general guidance regarding fabrication, quality control, s oiage, dellvery, erection and bracing, consull OST-tin Quality Standard, DSB•89 tracing Specification, and HIS-91 Handling Instalilntt and Bracing Recommendation available from frlaTrussPlateInstitute, 50 D'OnoDrlve, Madison, WI 53719, MiTek® Symbols PLATE LOCATION AND ORIENTATION 4116, 134 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T For 4 x 2 orientation, locate plates I/s" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gcn9-Nall JoInt/Plate Placement Chad. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING indicates location of required le continuous lateral bracing, BEARING V n Indicates location of joints at which bearings (supports) occur. Cumbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TC817.08 IC80 1591, 1329, 4922 S8CCl 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N FORM016,019 WMJVO-I WII IV am e El MlTek"' j&General Safety Cotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no ceiling is Installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, 0 t M Mitek Holdings, Inc. IPIC: ALL BEARING WALLS TO BE PLACED [ - - - - - - I J L 1 PLY NCR. F GTICE! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS IiPRIORTOSETTINGTRUSSES.. d 2 PLY HGR IENIGNEERED DRAWINGS --LOADING -PITCH AND OVERHANGSWALLSSHOWNARETOBEBEARING.. L 3 PLY HGR. SIGNED APPROVAL. X JOB NUMBER:DR1965F PITCH' LOAD:^ 4MO7-321-1440 CU SPAN CUSTOMER: D R HORTON DATE.$—$-0Z I5. SHINGLES BY: T.H, NAME: MODEL 1965 ELEVR / H.1 BRG: BLOCK