The URL can be used to link to this page

Home My WebLink About255 Clydesdale Cir 03-1500 SFRPERMIT ADDRESS CONTRACTOR ADDRESS I PROPERTY ADDRESS PHONE NUMBER SUBDIVISION —%40kmqt Im PERMIT #. Ab37jSW DATE • PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE. ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR d y MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 0 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the bulding-located at 255 CLYDESDALE CIR for which permit 03-00001500 has heretofore been issued on 4/10/03 has been completed according toplans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as cS�r�gl¢, ,,w�la, dA&tek1 complies with all the building, plumbing, electri'641, zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage 9122165 Maintenance Bond PUBLIC WORKS: Street Name Signs FEE -ELECTRIC Storm 01-APPLCTN Sewer 4/10/03 Street FEE -MECHANIC Work 01-APPLCTN FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 5 02/03 01-APPLCTN FEE -ELECTRIC 5/16/03 01-APPLCTN FEE -BUILDING 4/10/03 01-APPLCTN FEE -MECHANIC 6/30/03 01-APPLCTN FEE -PLUMBING 4/28/03 02-ENGNG DEVLPMT FEES 4/10/03 01 -FIRE IMPACT - RESIDENT 4/10/03 01 -LIBRARY IMPACT FEE 4/10/03 AMOUNT 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 Yes No PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 255 CLYDESDALE CIR for which permit 03-00001500 has heretofore been issued on 4/10/03 has been completed according to.plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01 -OPEN SPACE 01 -POLICE IMPACT - RESID 01 -RADON GAS TAX FEE 01 -ROAD IMPACT FEES 01 -RECOVERY FD/CERT. PGM. 01 -SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 4/10/03 4/10/03 4,/10/03 4/10/03 4/10/03 4/10/03 4/10/03 4/10/03 279.61 91.93 12.71 847.00 12.71 1384.00 650.00 1700.00 �-r� OWNER ILDING OFFICIAL / DAT l CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE:, -\PL PERMIT#: �C�)I- l� ADDRESS: CONTRACTOR: R PHONE #: yCD`1- 8 -,'� a - � ��S- The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 9/zzj o3 ngineering 0�- El Fire ❑?public Works []Utilities ❑Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY w, 0;J6 501-7 REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE"" I . , r DATE: PERMIT` #: C�)I - l ADDRESS: CONTRACTOR: PHONE #: (A ��8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ;7jEn�*eermg ❑ Fire �� I 11fJkLd 0 ublic Works 1 ❑ Zoning C\ ❑ Utilities ❑ Licensing 1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200,r- ELEVATION 00:ELEVATION CERTIFICATE Important: Read the instructions on pages 1 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 255 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 49, BAKERS CROSSING, PHASE Jn BUILDING USE (e.g., Residential, Non-rdsidential, Addition, Accessory, etc. Use a Comments area, 9 necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##JW' or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL o a) Top of bottom floor (including basement or enclosure) 67. FIRM PANEL C B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4117/95 4/17/95 X 24.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 Q Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, VI 430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, ARIAO Complete Items C3. -a4 below according to the building diagram specified in Item C2: State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE, Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments v Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) 30. 8 ft.(m) C o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) 30.2 O) � a o e) Lowest elevation of machinery and/or equipment W 6 servicing the building (Describe in a Comments area) N/A. _ft.(m) E ro of) Lowest adjacent (finished) grade (LAG) 29.0 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 29. 9 ft.(m) CD o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o I) Total area of all permanent openings (flood vents) In C3.11 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R, MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.. ADDRESS 320 E. SOUTF SIGNATURE CITY ORLANDO DATE r . 9/25/03 STATE ZIP CODE FL 32803 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 255 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number . SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. . COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; (LOMR LETTER OF MAP REVISION CASE # 02-04-7630A DATED 11/15/02) MACHINERY DESCRIBED IN C3 -E IS AN A/C UNIT ' ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. 9 the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is _ ft.(m) _in.(cm) ❑ above or' ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3,h and C3.t only), and E for Zone A (without a FEMA -issued or community - issued BFE) or Zone AO must sign here, The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorizeU by lay., or ordipance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or communityassued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. Lj New Construction L Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS L `;heck here it attachments i-EMA Form 81-31 January 2003 Replaces all previous editions CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE:. PERMIT #: c)l- ADDRESS: CONTRACTOR: PN ko (- �or-N PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Public orks tilit' s I ❑ Fire (� ❑ Zoning ❑ Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: The undersigned hereby applies for a permit to install the following electrical: Owner's Name: _D iM . Address of Job: S s CIL 4 cr, / ?0 � Electrical Contractor. Residential: `� Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential: AMP Service( S'Z New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. I Description of work: Application Fee: s.10.00 TOTAL DUE: ;0,3 By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code T Applicant's Signature Ele- Ooh -!9-2 �2_ State License Number COUNTY'OF`SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75427 CATEGORY: 001 - DATE: ._ Houw,-;'., ` EDLKOATIONAL (SCHQOL) IMPACT FEES MUST BE EXERCISED BY FILING TYPE UAE: r�` \�O� Bi}ILDING PERMIT NU �CITY) ` COUNTY NUMBEKo SIGNATURE BATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR UNIT ADD REGS:_ RECEIVED BY: \ � �' ................ ____-_-_-_-_--_------ Single Family House: TRAFFIC ZON[: - Con5tr"ctior, BUILBING DE�PARTMEN'7 rl SEC TWP: RNG: PARCEL: PRINT NAME) BATEt - 32771; (407) 665-7474. SUBDIVISION: � TRACT: __ J, PLAT BOOK: PLAT BOOK PAGE: ---- ---- BL8CK: ---- L8T: ~4~7 --+f OWNER NAME:_ OWNER AND -�7-- ---------^---- LIABILITY AD�RESSo _ ... �� r / _ [��__ i�c_�� _ �L_ � APPLICANT NAME: CQ -WIDE / O dwl unit $ 705.00 1 ~ $ 7O5 ^ 00 �OADS � I AII-11) U CATEGORY: 001 - Single Family Detached Houw,-;'., ` EDLKOATIONAL (SCHQOL) IMPACT FEES MUST BE EXERCISED BY FILING TYPE UAE: Residentia] STATEMENT D SIGNATURE BATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR u RECEIVED BY: \ � �' WORK DESCRIPTIONc Single Family House: Detached - Con5tr"ctior, BUILBING DE�PARTMEN'7 rl MAY BE PICKED UP OR REOUESTED, FROM TUE , (PLEASE PRINT NAME) BATEt - 32771; (407) 665-7474. `) __ J, ____ NOTE TO RECEIVI@G SIGNATORY/APPLICANT, PAYMENT FAILURE TO NOTIFY OWNER AND ---_-------___-_----_---__----__.---__----_--_------_-__--_-------_-_-_--_-- *vn:u MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** PERMIT NUMBER AT THE TOP LEFT OF ORTERIALS CQ -WIDE / O dwl unit $ 705.00 1 ~ $ 7O5 ^ 00 �OADS � -COL}-ECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 / ' LIBRARY ,' CO -WIDE / O dwl unit $ ,54^00 1 $ 54.00 SCHOOLS / CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 | | DISTRIBUTION: 1 -COUNTY 3 -CITY 2 -APPLICANT 4 -COUNTY **NOTE** PERCONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWMER, AMOUAT DUE $ 2,285.00 ` EDLKOATIONAL (SCHQOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR STATEMENT D SIGNATURE BATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR u RECEIVED BY: \ � �' \=�� n ^ SIGNATURE: , COUNTf LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS �_� BUILBING DE�PARTMEN'7 rl MAY BE PICKED UP OR REOUESTED, FROM TUE , (PLEASE PRINT NAME) BATEt - 32771; (407) 665-7474. `) __ J, ____ NOTE TO RECEIVI@G SIGNATORY/APPLICANT, PAYMENT FAILURE TO NOTIFY OWNER AND ENSi1[�E TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1 -COUNTY 3 -CITY 2 -APPLICANT 4 -COUNTY **NOTE** PERCONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWMER, TO APPEAL THE THE ROAD, LIBRARY SYSTEM AND/OR ` EDLKOATIONAL (SCHQOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING D SIGNATURE BATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR u -OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIMEMENTS OF THE , COUNTf LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS �V BUILBING DE�PARTMEN'7 rl MAY BE PICKED UP OR REOUESTED, FROM TUE , PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA - 32771; (407) 665-7474. `) ***THIS STATEMENT IS VALID ONQ,JN CONJUNCITION WITH ISSUANCE OF A*** ` PAYMENT SHOULD BE MADE TOx CITY OF SANFORD BUILBING DE�PARTMEN'7 =� 3OO NORTH PARK AVENUE SANFORD. FL 32771 ' PAYMENT SK8ULD BE BY CHECK OR MONEY ORDER, AND SHQULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE, ***THIS STATEMENT IS VALID ONQ,JN CONJUNCITION WITH ISSUANCE OF A*** CITY OF SANFORD ELECTRICAL, PERMIT APPLICATION Permit Number: �/`Date: The undersidned hereby applies for a permit to install the following electrical: Owner's Name: �� Q /`fDe , Z7 Address of Job: ` l,,P4 �l9�_ Electrical Contractor.��7`on(ii /"moo/��T7 ��h�s„�,[��e-• Residential: Non -Residential: Number Amount Addition, Alteration, Repair Eesidential & Non -Residential New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Descrition of Work: 7 n /9A Application Fee: _ $10.00 TOTAL DUE: D. By Signing this application 12m stating that I am in compliance with City of Sanford Electrical Code, cant's SigRdrure State License Number I CITY OF SANFORD PLUMBING PERMIT APPLICATION - P ermit Nurnb er I_0J Date: PID The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: T> 41 eN Address of J C,-.ob: MUMIM I MUC f-L1Jrvj BING, INC. P.O. BOX 6 Plumbing Contractor. 20027 OVIEDO El 0 IDA 3271;0 ^A-- (407) 366-3994 Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential .& Non -Residential) New Residential: -One-Water Closet J- Z_ Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water. Piping Gas Piping Manufactured Building Description of Work: Application Feer $10.00 TOTAL DUE, ,By Signing this application I am stating that I am in compliance with Cit nford Plumbing Code Applicant's Signature State License Number ADVANTAGE PIUMBING, INC P-0- BOX 620027 OVIEDO, FLORIDA 32762-0027 (407) 366-3994 CITY Permit No.. n —`s-� Job Address: 2'5� _ �--IV�-� ,ANFORD PERMIT APPLICATION "I--" Date: Permit Type: Building Electrical Mechanical Plumbing Fire Alm=/Sprinkler D escription of Work: Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole _New AMP Service (N of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/CommercIal: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lims Occupancy Type: ✓ Residential _Commercial _ Industrial Total Sq Ftg: 26LI 22 Value of Work: 5 q 53T%:10 T}Te of Construction: nood Zone: Number of Stories: Number of Dwelling Ualts: -t Parcel No. (Attach Proorof Ownership & Legat Description) Owner/Address/Phone: l f bnc2� ) Sr1(' `07 / e, sr� -q l O C 1p250 4ZE 6F- tpa Q21/�N`sX�, t=L 32�2Z Contractor/Address/Phone: iC A e::, LPEE '4u; q 101 CO25b L1Lkt(""'2- N\(vl' . 'ba Slj� lC)Z (kkM, Ot �- State License Number. Ce-<-'055-t� Contact Person: 4-A7712 Co J Phone & Fax Number. <0:1- /c-%-�R -q k0( ai0� �� Ci Z2�23 Title Holder (If other than Owner): N % Address: Bonding Company: fVk' Address: Mortgage Lender: ►.i Address: Architect/Engineer AR). C $-ojp Phone No.: 4CS-1 (o0l t'3 Address: 4N NSR• 434 St.1l5)1i-f A-L�t t-�Tr.A 32:q \A FaxNo.: 4041-2'14-40.'2-a Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR MTROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTTH 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 gortirnmental cntibes arch as water management districts, state agencies, or federal agencies. of permit is veff cation that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Sime of O'wner�Ag Date �c f L� :un Signage of Notary-State�of—Morida Date OFFICIAL Nc jnY SEA PATRICIA COULTON NOTARY PUBLIC Si ATR OF FLORIDA COMMISSION NO, DD134330 Y COMMISSION E7tP_ _. lut 26:7006 Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Special Conditions: Contractor/ARew Date Agent Date v PATRICIA COULTON NOTARY PUl3LIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,200E Contractor/Agent is _Zi;:i;: sonally Kno Am to Me or Produced ID Date: `1 `7 " 3 CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUU DING PERMIT ❑ 1, Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) ❑ 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a. Foundation plan indicating footer sizes for all bearing walls. Provide side viewdetails of these footers `with reinforcement bar replacement. ❑ b. Floor plan Indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. ❑ ns to be used in the structure. Bearing d. Cross sections of all wall sectio non-bearing Inter and exterior. Show all components of wall section. ❑ e. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. ❑ f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. ❑ g, Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. ❑ h. Square footage table showing footagest Garages/Carports S.F. Porch(s)/Entry(s) S.F. Patio(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. Cl 5. Other submittal Documents: ❑ n. Utility letter or approval when public water supply and/or sewer system connection to be made. Cl b. Septic tank permit to be obtained from Seminole County Health Department Fit- 400 W. Airport B1vd,Sanford, FI (407) 665-3600. e. 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 STATU'T'E 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tie bearbs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10, Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other a±1::2:='- DATE SIGNA'T'URE (By Owner or Authorize Agent) f, P F- ST� Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS LN�A�ME�AND�jADDRESS City/State/zip (�l� 0��1 32QjZZ Phone &- Email fez tdcon, Quarterly Payment Amount , 1�r,5�� (First payment due on the Install Anniversary pate) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTA-LLATION ADDRESS: L-_ 4q SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: aC�� . DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex svill -arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed 51,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL G0N,"EPUN THE RELATIONSHIP OF THE PARTIES. �pcx 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, and all applicable recommendations contained In literature provided by DowElanco: 1, install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4, during those years, Inform the Customer of: a, any new or Increased termite activity noted at the Stations b. any addition or, removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for S1 ' ,�, ��er quarter (3mo period) payable on or before the end of the previous monitoring period, After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the arca(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. . under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the area(s) halted. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist, Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED W MARNTES ERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRAN'T'Y OF WORKMANLIYE SERVICE FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARR kNTY, Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminutlon of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)It is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)it Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy 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 CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. NTS: The Customer understands that: All components DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONE of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use ns Installed by Apex on the Customer's premises under this agreement. 21 On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if, the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retricve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitleide 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 Mpart 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. PAYMENTMEFAULT. 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, strikes, 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; (I)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; (3)tcrmite 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 for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apes or it - designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators NYii 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 Installation, 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 Propert from subterranean termite activity, Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writino i The Apex Corporate Office, Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the identific Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection was requests by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a EF -M transfer fee payable to Apex within (thirty) days of the transfer of the treated Property. *Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 Limited Power Of Attorney I hearbv name and appoint: Craig Coulton and each agent's of D.R. Horton Inc. To be my lawful attorney in faIn -ct to act for me and ply t The Buildinq Dept. of: j to (� sa r For a residential permit for work to be performed at: Lot #: 4q Subdivision : �akus Cross" r Address:2S� And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number 4Si ure of Contractor This foregoing ins rumet was acknowledged before me this: Date: ow. By: Richard B. Ladd ( Contractor ) Who is personally kno n to me. State m'f Florida County of OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP: JULY 26,2006 Notary Public Signature Notary Seal 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 Ilit IIE 1111111 NARYNK NORSE, CLERK OF CIRCUIT CART SMINOLE COUNTY BK 04756 RG 0525 CLERK'S # 2003050760 RECORDED 03/26/2883 6903158 AN RECORDING FEES 6.08 RECORDED BY N Nolden 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 property; Lot(s) 15, 16, 49, 50 & 53 Bakers Crossing Phase 1 Plat Book 60, Page(s) 27- 29, Public Record's of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, In . 0 by: KobergA. Lawson; Assistant Secretary (Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of h W tc 2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a Iselaware Corporation, on e a o t e corporation: He/She is personally known to me. Notary Public, State and County Aforesaid '�— OFFI A N01�ARY SFAL PATRICIA COULTON ]OTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION ''Y.P, )ULY 26,2006 Notary Seal CIRCUIT COUX CLERK OF CUN.�. FLBR� SEMINOLEO pEptt?Y r ER� H 6 Permit # : Job Address: Description of Work: Historic District: CITY OF, SANFORD PERMrr APPLICATION Zoning: f Value of Work: Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanicak! Residential Non -Residential Replacement New (Duct Layout & >✓nergy Calix. 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 I---- Commercial Industrial Total Square Footage: —" Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (,tt[ecr slran Y} Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &'Address: „ CMM to License N Phone & Fax: _ Bonding Company Address: Mortgage Lender: Address: Architect/Engineer Address Phone: Fax: P= ' €p % 59,530046 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comn-,enced prior to tate issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with a.11'applicable iaws tz;f�tj -6 g construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOi.JI i'/i:5 iNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, SULT 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 restriction pplicable to this o rtyt t maybe fo to the public records of this county, and there may be additional permits required from other governmental enti i s such as watdr me d tricts, stat a noes, oe.l f fcde agencies. Acceptance of permit is verification that I will notify the owner of the property o e require of a en w, FS 3. Signature of Owner/AgentDate gn of Co r/A ent — Date ERT DELLO SSO Print Owner/Agent's Name t Contractor Agent's ame ( n Signature of Notary -State of Florida Date Signature of No_n-Slate of Florida Date Ox%iier/Agent is Personal]. Known to ,Vie or Contractor/Ac.-.::s _ Personal"% Known to Me or Produced ID Produces :J APPLICATION APPROVED BY: Bldg: Zoning: L;: ::c,: FD: :Initial & Date) (Initial & Date) (Initial & Date) I H D 1pccial Conditions:ppIRINDAC. TURNER = ' MY COMMIBSIS *: EXPIRE& June 14,2007 ani _ ndf' Bonded Thru Notary Public Underwriters DESCRIPTION: (AS FURNISHED) LOT 49, BAKERS CROSSING PHASE 1, ACCORDING TO THE PLAT THEREOF �,. AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA T' 1" = 30' GRAPHIC SCALE 0 15 3 `BELGIAN WAY 50' PI I^ 25' A" 20' I I nz x� �l CORNER: 15' O I 1 0 roI Z I Si I � I D Ravn�rw ------------ S89'27'49"E D O 25.00' FT 0 Z O OFFICIAL RECORD N O to t' C) W m in Fy> I rD i O D O Z7 C) I ZA rn 100 0 N 0 tp O I Z O O A N N ail m PI FRIESAN WAY BUILDING SETBACKS MLW 50' FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' e 25. fD .0 > D 1 N I _ m I N d I v z 1 O 1 Z I Si PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. LOT 49 UP TO CONTAINS 6390 SQUARE FEET t THIS STRUCTURE CONTAINS 2423 SOUARE FEET t TOTAL CONCRETE 664 SQ. FT. t TOTAL SOD 3303 SO. FT. t C^ : 1 t FLOOR E-):JkB ELEVATI.;N MUST BE 1 n" ARE O E CHI OWN OF ADJACE�` _ `"?''- `� UNLESS OTHERWI A'," ' jOVED LOT 48 19 5' DRAINAGE EASEMENT 72.9' 1 i I I 127.59' n 29.3' -- THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY, THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE '-EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHERLY LINE OF LOT 53 BEING N 89'27'49' W PER PROPOSED PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: GKB JOB N0. ASM32174 PLOT PLAN 3-12-03 DRAWN BY: LOT FIT 5-2-01 JML — BUILDING SETBACK LINE MLW N rn — 72.9' ROB O 0' ZO� p 0. — RIGHT OF WAY LINE DSS0 zr D Ci .9 z1 0 Ov 'n D O 12.7 FT 0 Z O OFFICIAL RECORD m PO PLANNED DEVELOPMENT Z DENOTES DELTA ANGLE 00 60.3'.' Nom' m m w "' ..D.. LB i Z C. B. DENDIES CHORD BEARING Zy� 10' DRAINAGE EASEMENT d S89'27'49"E PRM 127.00' PI 9 s -_______ I PERMANENT CONTROL POINT LOT SO DENOTES POINT OF REVERSE CURVATURE THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY, THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE '-EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHERLY LINE OF LOT 53 BEING N 89'27'49' W PER PROPOSED PLAT. (FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: GKB JOB N0. ASM32174 PLOT PLAN 3-12-03 DRAWN BY: LOT FIT 5-2-01 JML LEGEND Z mo A � v U s r T v C7 — — BUILDING SETBACK LINE MLW O — CENTERLINE ROB O POL p 0. — RIGHT OF WAY LINE U) zr D X PROPOSED ELEVATION x Z D O 1 O Z7 f1 OFFICIAL RECORD m PO PLANNED DEVELOPMENT < DENOTES DELTA ANGLE m m 0 DENOtES ARC LENGTH LB i Z C. B. DENDIES CHORD BEARING Zy� m d DENOIES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION -_______ I PERMANENT CONTROL POINT O DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) LEGEND Z mo A � v U s r T v C7 — — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH — CENTERLINE ROB POINT ON BOUNDARY POL POINT ON LINE — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PO PLANNED DEVELOPMENT DENOTES DELTA ANGLE u CONCRETE L L DENOtES ARC LENGTH LB LAND SURVEYING BUSINESS C. B. DENDIES CHORD BEARING LSLAND SURVEYOR PC DENOIES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRL DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED 7YP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT - .. .. S/W SIDEWALK R CS RADIUS SLAB CP PB CONCRETE PAD PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO. FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBN6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT .AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. t FOR {i b3 �3 THE l� FIRM GALEN I<. BE L, PSM ,y 4' 4 DATE int MiTeke MiTek Industries Inc. 14515 Nosh Outer Forty Drive, Suite 300 Chesterfield, M0 63011 USA March 14, 2003 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. 91 :Pages or sheets covered by this seal : I4593730 thru 14593743. Total : 14 drawings. Job :DR2047B Builder :D.R. HORTON Location :STANDARD MODEL 2047, ELEVATION County : SEM INOLE 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 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 14 Truss drawing. 2) Truss Index. March 14, 2003 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. March 14, 2003 AWARNINO - Ver{/y design parameter+ and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. 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 vertically. Applicability of design parameters and proper incorporation of component Is responsibility 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 bracing of the overall structure Is the responsibility of the building designer. For general guldaZee regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, $83 D'Onofrlo Drive, Madison, WI 53719. TRUSS INDEX OF JOB DR2047B Trusses included=14 0,"\DR2047B\a1Are" 14593730 T,"\DR2047B\ag1Are" 14593731 2,"\DR2047B\ag2.tre" 14593732 3,"\DR2047B\as.tre" 14593733 4,'1DR2047B\as1.tre" 14593734 5,"\DR2047B\as2.tre" 14593735 6,"\DR2047B\b.tre" 14593736 7,"\DR2047B\bg.tre" 14593737 8,'1DR2047B\c.tre" 14593738 9,"\DR2047B\cg.tre" 14593739 10,"\DR2047B\d3.tre" 14593740 11,'1DR2047B\j3.tre" 14593741 12,"\DR2047B\m.tre" 14593742 13,"\DR2047B\s.tre" 14593743 March 14, 2003 AWARNINO - Ver{/y design parameter+ and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. 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 vertically. Applicability of design parameters and proper incorporation of component Is responsibility 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 bracing of the overall structure Is the responsibility of the building designer. For general guldaZee regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, $83 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -44 ��to-4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. �8 J2 J3 J4 owner and all other interested parties.. ,All TOP CHORDS 2. Cut members to bear tightly against each 4 C2 other, 0 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o h 3joint E� MI and embed fully, Avoid knots and wane plates 1/8" from outside edge of v O a at joint locations, truss and vertical web, a o 4. Un�ess otherwise noted, locate chord splices at /4 length(+ 6" from panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, _!@ 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek®- engineer. ® 15, Care should be exercised in handling, �� PANEL TM erection and installation of.trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 -G-"''L® HYDRO,A/RO 3' 1 Job Truss Truss Type Qty Ply STANDARD 2047 B ELEV. 14593730 DR2047B Al ROOFTRUSS 1 1 (optional) �i CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Fri Mar 14 14:35:56 2003 Page 1 r1 -0-q 5-8-8 10-10-8 16-0-8 18-11-8 , 24-1-14 29-4-3 35-0-0 36-0 Q 1-0-0 5-8-8 5-2-0 5-2-0 2-11-0 5-2-6 5-2-6 5-7-13 1-0-0 Style = 161.4 5x6 = .. 44 = 5 6 6.00 F12 3x4 i 3x4 4 7 5'S 5x6 3 6 10x12 = d 11 2 3.00 12 516 C 9 Jillo 0 3x6 = 16 15 14 13 6x5 5x6 = 6x6 = 2x4 II 8-3-8 16-0-8 18-11-8 , 26-9-1 35-0-0 8-3-8 7-9-0 2-11-0 7-9-9 8-2-15 Plate Offsets X Y : [3:0-3-0,0-3-01, 9:0-4-9 Ede 11:0-3-0,0-3-0[12:0-",0-3-0], [16:0-3-0,0-3-01 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) -0.42 14 >986 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.73 11-12 >561 BCLL 0.0 Rep Stress Incr YES WB 0.92 Holz(TL) 0.47 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deFl = 360 Weight: 198 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 8-10 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS . 1 Row at midpt 5-15 WEBS 2 X 4 SYPNo.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1728/0-8-0,9=1729/0-M Max Hol 2=-221 (load case 5) Max Uplift2=-873(load case 4), 9=-872(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-2843, 3-4=-2591, 4-5=-1919, 5-6=-3306, 6-7=-3647, 7-8=-4775, 8-9=-5085, 9-10=15 BOT CHORD 2-16=2503, 15-16=2148, 14-15=0, 13-14=0, 12-14=49, 6-12=1336, 11-12=4143, 9-11=4585 WEBS 3-16=-273, 4-16=397, 4-15=-621, 5-15=-1914, 12-15=2983, 5-12=2961, 7-12=-797, 7-11=424, 8-11=-187 NOTES (6) 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) Bearing at joints) 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 873 Ib uplift at joint 2 and 872 Ib uplift at joint 9. 6) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.//451 I il MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 .t rti A WARNING - Vervy design and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® parameters Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be 11� 92 Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- -- designer. Bracing shown Is for literal support of,Individual web members only. Additional temporary bracing to Insure stability during construction Is'the responsibility of the erector. Additional permanent brlacing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSB-89 Bracing Specification. and HIB -91 Handling Installing and Bracing RocommwWallon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols Numbering Systems AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. '� TOP CHORDS 2. Cut members to bear tightly against each C2 73- other. O WEBS Q 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate O „ 0 h a �' Uc, joint and embed fully. Avoid knots and wane plates 1/a" from outside edge of O a 0 at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chordsplices /4 len th + 6" from at panel adjacent oint. ca C7 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dinTension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL 110 TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 -G--L ® Hy0Q0'A'FR ' Job Truss Truss Type Qty Ply STANDARD 2047 B ELEV. 14593731 DR2047B AG1 ROOFTRUSS 1 1 (optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Fri Mar 14 14:37:19 2003 Page 1 11-0-? 7-3-8 14-0-8 17-6-0 20-11-8 25-5.14 30-0-3 35-0-0 36-0-p r—� 1-0-0 7-3-8 6-9-0 3-5-8 3-5_-8 4-6-6 4-6-6 4-11-13 1-0-0 Scale = 1:61.4 4x10 = 4x6 = 6.00 12 4 5 6 5x63 i N77 7x8 = q B 12 3x4 ; 2 3.00 L12 11 g 1 5x6 4 3.6 = 17 16 15 14 - 6x8 60 = r ` 7-3-8 14-0-8 17-6-0 20-11-8 27-9-1 35-0-0 7-3-8 6-9-0 3-5-8 3-5-8 6-9-9 7-2-15 Plate Offsets X Y : f3:0-3-0,0-3-41, 9:0-4-9 Ede [11:0-3-0,0-3-01, 13:0-1-13,0-3-111, f16:0-2-8 0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) ' -0.48 15 >862 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.77 14 >535 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.54 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/def! = 360 Weight: 242 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt 4-16 4-13 2 X 4 SYP No.2D OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1739/0-8-0,9=1738/0-M Max Horz2=-197(load case 5). Max Uplift2=-845(load case 4), 9=-846(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-2791, 3-4=-2150, 4-5=-4966, 5-6=-4966, 6-7=-4068, 7-8=-4918, 8-9=-5124, 9-10=15 BOT CHORD 2-17=2467, 16-17=2464, 15-16=-0, 14-15=0, 13-15=76, 5-13=-231, 12-13=3758, 11-12=4383, 9-11=4601 WEBS 3-17=137, 3-16=-621, 4-16=-2041, 13-16=3110, 4-13=4018, 6-13=1673, 6-12=471, 7-12=-642, 7-11=257, 8-11=-67 NOTES (9) 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) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 M1120 unless otherwise indicated. 6) Gable studs spaced at 2-M oc. 7) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 845 lb uplift at joint 2 and 846 Ib uplift at joint Junaidie Budiman, Lic.#451 1 9. MiTek Industies; Inc. 9) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED 14515 North Outer Forty Drive LOAD CASESuite 300S) Standard Chesterfield, MO, 63017 Cert.#6634 F« .r rti ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only wBh MiTek connectors. This design Is based only upon parameters shown, and Is for on lncitAdual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility 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 at the erector. Additional permanent br�ircing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 MiTek® Handling Installlnq and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering Systems AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13�4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. YS J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 ca other, 0 WEBS J5 Q 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate O , Q ; �' ; joint and embed fully. Avoid knots and wane platesfrom outside edge of o a �y u CL at joint locations, truss andd vertical web. oat 4. Unless otherwise noted, locate chordsplices /4 len th + 6" from panel adjacent oint. BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MITek® engineer. ®erection 15. Care should be exercised in handling, �A�� PANEL PI TM and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP , FORM018,019 GANG --L ® HYDROA/R ®, ,. i 9 Job Truss Truss Type Qty Ply STANDARD 2047 B ELEV. 14593732 DR2047B AG2 ROOFTRUSS 1 1 (optional) 6kCCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Fri Mar 1414:38:50 2003 Page 1 11-0-Q 6-1-10 11-9-13 17-6-0 21-9-8 26-1-0 30-3-4 35-0-0 36-0-0 r-1 1.8-0 6-1-10 5-8-3 5-8-3 4-3-8 4-3-8 4-2-4 4-8-12 1-0-0 - Scale = 1:60.6 4x6 5 6.00 12 3x4 3x4 6 6 4 5x8 5x6 i 3 14 3x4 5x8 = 8 154x12 3.00 12 2 5x6 8 �i101v 3x6 12 11 3x4 = 3x4 = 8-11-11 17-6-0 1 26-1-0 26r3-7 30-3-4 35-0-0 8-11-11 8-6-5 8-7-0 0-2-7 3-11-13 4-8-12 Plate Offsets X Y : 2:0-0-10 Ede 3:0-3-0 0-3-0 7:0-4-0 0-2-14 13:0-3-8 0-2-4 15:0-3-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.22 15 >999 M1120 249/190 TCDL . 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.40 13-14 >771 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.17 12 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 225 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-7-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-6-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-13 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 12=2092/0-8-0,9=14010-8-0,2=1203/0-8-0 Max Horz 2=238(load case 4) Max Upliftl 2=-1 047(load case 4), 9=-379(load case 5), 2=-666(load case 4) Max Grav 12=2092(load case 1), 9=319(load case 7), 2=1203(load case 1) FORCES (ib) - First Load Case Only TOP CHORD 1-2=15, 2-3=-3051, 3-4=-2597, 4-5=-1228, 5-6=-1228, 6-7=1448, 7-8=1439, 8-9=356, 9-10=17 BOT CHORD 2-15=2756, 14-15=2049, 13-14=521, 12-13=-2051, 7-13=-310, 11-12=0, 9-11=-312 WEBS 3 -15= -370,4 -15=569,4 -14= -930,5-14=730,6-14=681,6-13=-2588,11-13=-351,8-13=-978,8-11=244 NOTES (8) 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 ; porch 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-M oc. 6) Bearing at joint(s) 2 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 1047 Ib uplift at joint 12, 379 Ib uplift at joint 9 and 666 Ib uplift at joint 2. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED Junaidie Budiman, Lic.#451 LOAD CASE(S) Standard 1 MiTek lndusties, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 .t rti ®WARNLVG - VerVy design parameters and READ NOTES ON TB73 AND REVERSE SME BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon pommeters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss nil 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 brl9cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Oualtly Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive. Madison, W1 53719. MiTek® Symbols Numbering Systems AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 �/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. /8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 Q other, O WEBS , J5 cr 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate 0 Q h 3 �' ; joint and embed fully. Avoid knots and wane plates /a" from outside edge of o a �ti , _ U at joint locations, truss and vertical web. O o 4. Unless otherwise noted, locate chord splices at 1/4 length(' 6" from panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots, Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, �0 PANEL TM erection and installation of trusses, © 1993 Mitek Holdings, Inc. _ CLIP 1 FORM016,019 HYDR®1A/R® 1 Job russ Iruss I ype ty y STANDARD 2047 B ELEV. 14593733 DR2047B AS ROOF TRUSS 20 1 Job Reference to tionall sFebt o Industries, nc. a Mar age 1 Tt-011 4-8-9 8� 11-11 13-2-14 17-6-0 21-9-2 26-0-5 30-3-7 35-0-0 36-0-Q i + 1-0-0 4-8-9 4-3-2 4-3-2 4-3-2 4-3-2 4-3-2 4-3-2 4-8-9 1-0.0 - Scale = 1:61.4 4x6 = 6.00 F12 6 3x4 i 3x4 5 7 5x6 i 5x6 4 8 2x4 2x4 3 14 9 5x8 = °F 15 13 < 3x4 3x4 2 10 71Io 1 16 12 3.00 12 5x6 7:7- - 5x6 = - 6x6 % 6x6 c 6-1-10 11-9-13 17-6-0 23-2-3 28-10-6 35-0-0 _ 6-1-10 5-8-3 5-8-3 5-8-3 5-8-3 6-1-10 Plate Offsets e , [4:0-3-0,0-3-0], [8:0-3-0,0-3-01, (10:0-4- Edge], 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (10c) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.61 Vert(LL) . -0.54 14 >767 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.84 13-14 >488 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.63 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 178 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-9 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 WEDGE - Left: 2 X 4 SYP No.3, Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1717/0-8-0, 10 = 1717/0-8-0 Max Horz 2=-201(load case 5) Max Uplift2 = -709(load case 4), 10=-709(load case 5) FORCES (lb), - First Load Case Only TOP CHORD 1-2=15, 2-3=-5071, 3-4=-4910, 4-5=-4317, 5-6=-3385, 6-7=-3385, 7-8=-4317, 8-9=-4910, 9-10=-5071, 10-11=15 BOT CHORD 2-16=4547, 15-16=4374, 14-15=3799, 13-14=3799, 12-13=4374, 10-12=4547 WEBS 3-16=-22, 4-16=224, 4-15=-443, 5-15=508, 5-14=-759, 6-14=2712, 7-14=-759, 7-13=508, 8-13=-443, 8-12=224, 9-12=-22 NOTES (5) 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) 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 709 Ib uplift at joint 2 and 709 Ib uplift at joint 10. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AIVARNINO - Vsr& design paramstsrs and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon pommeteg shown, and Is for an Individual building.component to be - Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility 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 bNoIng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -88 Quality Standard, DSB-89 Bracing Specification, and;14111-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 63719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 " *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. 1/1,TOP J2 J3 J4 owner and all other interested parties.. CHORDS 2, Cut members to bear tightly against each other. o WEBS JS Q 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ at joint locations. truss and vertical web. of a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from �, panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of _ o required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. —!@. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP , FORM018,019 GANG-IMAIL HYDRO -AIR Job russ I russ I ype ty ly 2047 B ELEV. 14593734 DR2047B AS1 .ROOF TRUSS 5 1 Job Reference to tiona" ,P sFebd e ndnc. austries, Mar age T1-0�q 6-2-5. { - 11-10-3 17-6-0 2 26-0-5 30-3-7 35-0-0 36-0-0 1-0-0 n 6-2-5 5-7-13 5.7-13 4-3-2 4-3-2 4-3-2 4-8-9 " Scale = 1:62.4 4x6 5 6.00 F12 3x4 . 3x4 i 6 - 4 5x6 i 7 3 - - 2x4 .. 5x12 = - 8 w ' 12 ,,. v 3x4 zz� .. 2 9 1 . 11 3.00 12 0 5x6 Z� o ... 3x6= -.. 17 16 -. 15 14 .. _... .-. .. -6x6 2x4 I I 5x8 = 2x4 11 6-2-5 11-10-3 17-6-0 23-2-3 28-10-6 35-0-0 6-2-5 5-7-13 5-7-13 5-8-3 -5-8-3 6-1-10 PlateOffsets--(X-,Y-)--.--M-:0-3-0,0-,3-01, "-J,t9: d e1, [11:0-3-0,0-3-01, 1 - - - 3 01 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES, GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL). -0.42 12 >982 M1120 249/190 TCDL 7.0 Lumber Increase 1.33' BC 0.88 Vert(TL) -0.68 12-13 >602 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.45 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 198 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-4 oc purlins. BOT CHORD 2 X 4 SYP' No.2D BOT CHORD Rigid ceiling' directly applied or 5-2-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right:.2 X 4 SYP No.3, , REACTIONS (Ib/size) 2=1739/0-8-0,9=1738/0-8-0 Max Horz 2=-2030oad case 5) -Max Uplift 2 = -699(load case 4), 9=-699(load case 5) FORCES cab) - First Load Case Only TOP CHORD '. 1-2=17, 2-3=-2879, 3-4=-2363, 4-5=-3523, 5-6=-3426, 6-7=-4403, 7-8=-4990, 8-9=-5148, 9-10=15 BOT CHORD 2-17=2539, 16-17=2536, 15-16=0, 14-15=0, 13-15=98, 5-13=2742, 12-13=3864, 11-12=4452, 9-11-4616 WEBS 3-17=115, 3-16=-487, 4-16=-1264, 13-16=2661, 4-13=1089, 6-13=-789, 6-12=535, 7-12=-441, 7-11 =218, 8-11 =-18 NOTES (5) 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) Bearing at joint(s) 9 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 capable of withstanding 699 Ib uplift at joint 2 and 699 Ib uplift at joint 9. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.J/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.t/6634 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE., ®® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be. Installed and boded vertically. 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 stability during construction Is the responsibility of the erector. Additional permanent br'ocdng of the overall structure is the responsibility of the building designer. For general guidance - - regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -88 Quality Standard, DSB-89 Bracing Specification, and H18.91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 883 D'Onotrio Drive, Madison, WI 63719. ��® Symbols Numbering Systems AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and I building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. 'fie" TOP CHORDS 2. Cut members to bear tightly against each cz other. o JS3. Place plates on each face of truss at each *For 4 x 2 orientation, locate O Q 0 " 3 o Z joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a �' M0 truss and vertical web, o 4. Unless otherwise noted, locate chord splices 1 /4 length(+ 6" from at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General p y WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. _®® 14. Do not cut or alter truss member or plate M1 without prior approval of a professional MIT@k® engineer. 15, Care should be exercised in handling, ®erection TM PANEL and installation of trusses. © 1993 Mitek Holdings, Inc. „ CLIP FORM018,019 - csaroG-nrerL ® HY®R®,A/R ® 1 Job Truss Truss Type City Ply STANDARD 2047 B ELEV. 14593735 DR2047B AS2 ROOFTRUSS 7 1 (optional) 'ACCU-SPAN-TH, LONGWOOD, FIL 5.000 s Sep 4 2002 MiTek Industries, Inc. Fri Mar 14 14:39:28 2003 Page 1 11-0-Q 6-1-10 11-9-13 17-6-0 21-9-8 26-1-0 30-3-4 "35-0-0 36-0-Q 1-0-0 6-1-10 5-8-3 5-8-3 4-3-8 4-3-8 4-2-4 4-8-12 1-0-0 - - Scale 160.6 4A = • 6.00' 12 3x4 " .. 3x4 4 6 4 5x8 7 5x6 G 3 - 14 3x4 _ .. 5x8 = 8 y 154x12 3.00 12 2 5x6 8 loIv 3x6; 12 r it 3x4= - 2x4 11 - 3x4 = 8-11-11 17-6-0 26-1-0 26r3-7 30-3-4 35-0-0 8-11-11 8-6-5 8-7-0 0-2-7 _ 3-11-13 4-8-12 Plate Offsets (X,Y): 2:0-0-10 Ede 3:0-3-0,0-3-0 7:0-3-12 0-2-12 13:0-3-8 0-2-4 15:0-3-0 0-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.22 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.77 Vert(TL) -0.40 13-14 >772 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(TL) 0.17 12 n/a BCDL 10.0 ; Code FBC2001 1st LC LL Min I/deft = 360 Weight: 179 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-7-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-0-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-13 REACTIONS (Ib/size) 12=2092/0-8-0,9=140/0-8-0,2=1203/0-8-0 Max Horz 2=238(load case 4) Max Upliftl 2=-1 047(load case 4), 9=-379(load case 5), 2=-666(load case 4) Max Grav 12=2092(load case 1), 9=319(load case 7), 2=1203(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15,2-3=-3048, 3-4=-2595, 4'5=-1228,5-6='1228,6-7=1447,7-8=1437,8-9=355,9-10=17 BOT CHORD 2-15=2753, 14-15=2048, 13-14=521, 12-13=-2051, 7-13=-310, 11-12=0, 9-11=-312 WEBS 3-15=-369, 4-15=568, 4-14=-929, 5-14=729, 6-14=680, 6-13=-2586, 11-13=-350, 8-13=-977, 8-11=244 NOTES (5) 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 ll; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch right ezposed;Lumber DOL=1.33 plate grip'DOL=1.33. 3) Bearing atjoint(s) 2 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 capable of withstanding 1047 Ib uplift at joint 12, 379 Ib uplift at joint 9 and 666 Ib uplift at joint 2. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 ` Cert.#6634 .r dti ®WARNING - VeWY design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. �® Design valid tot use only with MITek connectors. Thls•deslgn is based only upon parameters shown, and Is for on Individual building component to be Installed and boded vertically.. Applicability of design parameters and proper Incorporation of component Is responsibility 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 elector.. Additional permanent brhrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -88 Quality Standard, OSB -89 Bracing Specification, and HIB -91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. M MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 re-��4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. Ye" '- Ye TOP CHORDS 2. Cutothmembers to bear tightly against each Cz C3 r. O WEBS' J5 a 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate` o Er 3 �' ; o joint and embed fully, Avoid knots and wane at joint locations, plates 1/8" from outside edge of a ;S _ truss and vertical web. o o 4. Unless otherwise noted, locate chord splices at 1 /4 panel len th * 6" from adjacent oint. C7 Cf. BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4000 unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, ®� ® 14. Do not cut or alter truss member or plate IM without prior approval of a professional A A' M iTek® engineer, 15. Care should be exercised in handling, ® PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 ANG HYDRO -AW ®.. Jbb Truss Truss Type ty y DARD 047. 14593736 DR2047B B ROOF TRUSS 2 1 Job Reference (o tionall - s e l e n ustnes, nc. a Mar age -1-0-0 5-1-4 9-8-0 14-2-12 18-11-0 1-0-0 .5-1-4 4-6-12 4-6-12 .. 4-8-4 - Scale = 1:35.2 4x6 = 4 6.00 F12 2x4 . 2x4 i 3 5 6 2 1 to 3x4 = 7 3x4 = ' 5x8 = 3x8 I 9-8-0 18-11-0 9-8-0 9-3-0 Plate Offsets MY): -1- -12, Edge],(7:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 _ Vert(LL) -0.04 7 ->999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.50. Vert(TL) -0.20 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP'No.2D TOP CHORD Sheathed or 5-6-14 oc purlins. BOT CHORD 2.X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-7-12 oc bracing. WEBS 2'X 4 SYP No.3 WEDGE Right: ,2 X 4 SYP No.3 REACTIONS (Ib/size) 6=868/0-3-0, 2=971/0-8-0 Max Horz 2=1330oad case 4) Max Uplift6 = -336(load case 5), 2=-419(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1262, 3-4=-919, 4-5=-919, 5-6=-1238 , BOT CHORD 2-7 =1 1.09, 6-7 =1076 - WEBS 3-7=-325, 4-7=472, 5-7=-288 NOTES (4) 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 336 Ib uplift at joint 6 and 419 Ib uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO,.63017 Cert.#6634 .t r� ®WARNING - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. moo® Design valid for use only with MITek connectors. This design _H based only, upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility 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 brbcing of the overall structure Is the responsibility of the building designer. For general guldonce regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 p A I��k® M Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property >>/, * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1�8 securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties,. 2, Cut members to bear tightly against each C2 other. EBS J5 0 W 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate 0 _ ,� ; �' ; joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of o a �y z at joint locations. truss and vertical web, 00 a o 4. Unless otherwise noted, locate chord splices at X14 panel length(+ 6" from adjacent joint.) �, BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring BEARING WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. M1 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ®erection 15, Care should be exercised in handling, PANEL TM and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,019 cnni�-n+a� ® _ HYDROWR ® ' :Tob Truss Truss ype ty ly 14593737 6R2047B BG ROOF TRUSS 1 1 - Job Reference to a - dll se r enustes, nc.tMar age -1-0-0 4-3-8 8-0=8 11-3-8 15-0-8 19-4-0 20-4-0 r 1-0-0 4-3-8 3-9-0 3-3-0 3-9-0 4-3-8 1-M .. - Scale = 1:35.6 4x6 = 2x4 II 4x8 = ,. _ 4' 2x4 11 5 2x4 11 - 2x4 1I 2X4 11 6.00 12 2x4 11 2x4 2x4 i 2x4 II 3' 6 - o v 11 AX4 z x II II x II 7 1 8 Io 2x4 II 2x4 110 - 2x4 II 2x4 II '2x4 9 2x4 II 2x4 II - 3x4 = 3x4 = - - - 3x8 = 5x6 = ' 8-0-8 11-3-8 19-4-0' - �> 8-0-8 3-3-0 8-0-8 Plate -Offsets (X,Y): [5:0-5-4,0-2-01,[9:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in hoc) I/defl ' PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 7-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.03 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 1231b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 , REACTIONS (Ib/size) 2 = 981/0-8-0, 7 = 981/0-8-0 Max Horz 2=-106(load case 5) Max Uplift 2 = -408(load case 4), 7=-4080oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1359; 3-4=-1085, 4-5=-977, 5-6=-1085, 6-7=-1359, 7-8=17 BOT CHORD 2-10= 1 189, 9-10=977, 7-9 =1 189 WEBS 3-10=-247, 4-10=222, 5-10=0, 5-9=222, 6-9=-247 NOTES (7) 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) 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) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 Ib uplift at joint 2 and 408 Ib uplift at joint 7. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 ®WARNING - V.Wy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. ®� 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 vertically. Applicability of design parameters and proper Incorporation of component Is responsibility 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 IoNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 I�S �® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. MV' el MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. * Center plate on joint unless Damage or Personal Injury potdimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. 4a TOP CHORDS 2. Cut members to bear tightly against each c� other, o J5 a:3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o h, 3 Q V joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 O a �� V at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chord splices /4 length(+ 6" from C6 C, cb at panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General P Y WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBG 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 9.10080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at' 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. ®®® 14. Do not cut or alter truss member or plate without prior approval of a professional MITe,k® engineer, ® 15. Care should be exercised in handling, 7PANIEL TM erection and installation of trusses, © 1993 Mitek Holdings, Inc.IP FORM018,019 _ Gqn��-nw�� ® HifilRd-MQ® �... . 1ob rus Truss Type ty y STANDARD 2047 B ELEV. 14593738 DR2047B C ROOF TRUSS 2 1 Job Reference to tionall ,ACCU-SPAN-TH, LONGWOOD, FL, TIMs e l e n ustnes, nc. a ar09:47:17 2003 age 5-5-0 11-3-0 ^ 12-3-0 5-5-0 5-10-0 1-" Scale = 1:21.7 4x6 = 2 6.00 F12 5 t � 5x6 = 3 cr cn 4 0 3x81\ 3.00 12 5x6 =• 3x4 zZZ r'- - 5-5-0 11-3-0 5-5-0 5-10-0 —Plate Offsets d e , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) -0.03 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.07 1-5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.04 3 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 42 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (Ib/size) 1 =507/0-3-0, 3=611/0-8-0 Max Horz 1=-92(load case 5) Max Upliftt=-195(load case 4), 3=-279(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-947, 2-3=-942, 3-4=15 BOT CHORD 1-5 = 850, 3-5 = 850 WEBS 2-5=520 NOTES (5) 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) Bearing at joint(s) 1, 3 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 capable of withstanding 195 Ib uplift at joint 1 and 279 Ib uplift at joint 3. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 gyp. .r rti ®WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. �®p Design valid for use only with MiTek connectors. Thisdesign Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verik;ally. Appilcablllty of design parameters and proper incorporation o1 component is responsibility of building designer - not truss - - - designer. Bracing shown Is for lateral support of indivlduol web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB•89 Bracing Speclflcation, and HIB -91 MiTek® Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property >>�. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and I building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 1/4.111 �8 42. TOP CHORDS Cut members to bear tightly against each C2 c3 other. o J5 WEBS Q3. Place plates on each face of truss at each *For 4 x 2 orientation, locate o " '�, a � Q O joint and embed fully. Avoid knots and wane at joint locations. plates /a" from outside edge of �� v truss and vertical web. o o 4. Unless otherwise noted, locate chordsplices at �/4 length(+ 6" from panel adjacent oint.) ca cr. BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots, Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. _� ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. © 11993 Mitek Holdings, Inc. CLIP ' FORM018,019 GANG -NAIL ® MYORO,A/R® y. ♦ a . Job Truss Truss Type ty y STANDARD 2047 8 ELEV. w 14593739 DR2047B CG ROOF TRUSS 1 1 r Job Reference to tional) , s e t o st n unes, nc. aMar age �-1-0-0 5-10-0 11-8-0 12-8-0 1-0-0 5.1 0.0 5-10-0 " 1-" Scale = 1:22.9 4x6 = 3 - .. 2x4 I ' 2x4 .. " 6.00 12 .. 6 " _ r� 2 2x4 5x6 4 2X4 11 5 Io 3.00 12 3x4 3x4 ; ._ 5-10-0 11-8-0 ... - 5-10-0 5-10-0 " Plate Offsets (X,Y):[10:0-0-0,0-0-01 `LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) - I/defl. PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) `'-0.04 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC -0.27 Vert(TL). _ -0.07 4-6 >999 BCLL 0,0 Rep Stress Incr NO WB 0.16- Horz(TL), 0.04 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: .46 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5=8-5 oc purlins. BOT. CHORD 2 X 4 SYP No.2D 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 cab/size) 2=620/0-8-0, 4=620/0-8-0 Max Horz 2 = 81 (load case 4) Max Uplift 2 = -281 (load case 4), 4=-281(load case 5) FORCES (lb).- First Load Case Only TOP CHORD 1-2 =15, 2-3 =-979, 3-4 =-979, 4-5 =15 BOT CHORD 2-6=884, 4-6=884 WEBS 3-6=539 NOTES (7) 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) 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) Bearing at joint(s) 2, 4 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 281 Ib uplift at joint 2 and 281 lb uplift at joint 4. 7) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE -2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#457 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 r. .rrti ,&WARNING - Ver{jy design parameters and READ NOTES ONTRIS AND REVERSE SIDE BEFORE USE.. ®� 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 vertically. Applicability of design parameters and proper Incorporation of component Is responsibility 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 b03cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. M MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 ca other. o WEBS JS � 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; 0 joint and embed fully. Avoid knots and wane plates 1/8' from outside edge of O a �' _ as at joint locations, truss and vertical web. Fo 4. Unless otherwise noted, locate chord splices 1 11 0 at I/4 panel length(* 6" from adjacent joint.) C �, BOTTOM CHORDS ® *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and IMiTek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dirTTension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MITek® engineer, ®erection 15, Care should be exercised in handling, PAr4EL TM and installation of trusses. © 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAIL ®._. HYDR®,AIROR. ob Truss Truss Type ty ly 047 B ELEV. 14593740 A2047131D3 ROOF TRUSS 1 1 1^ - Job Reference (optional) - FL, TIM 5.000 s Feb 19 003 Mi--ekIndustries, Inc. Wed Mar Page -T-- -1 -0-0 l 3-0-0 • 3-8-0 6-8-0 7-8-0 .. 1-0-0 3-0-0 0-8-0 3-M 1-0-0 - - - - Scale= 1:15.2 4x6 4x6 3 4 6. 00 F12 0 5 2 -. Ll so � 1 2x4. _ 2x4 =: 2x4 11 8 7 2x4 11 US 11 3x8 11 0-8-0 3-0-0 3-8-0 6-0-0 6-8-0 - 0-8-0 2-4-0 0-8-0 2-4-0 0-8-0 Plate Offsets (X,Y): -1- e , [2:0-0-8,1-0-5), d e , [5:0 -0 -8,1 -0 -51 - LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.23. Vert(LL) 0.00 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) 0.01 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.05' Horz(TL) •0.00 5 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 331b 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. WEBS 2 X 4 SYRNo.3 . WEDGE Left: 2 X 6 SYP No.2ND, Right: 2 X 6 SYP No.2ND REACTIONS (Ib/size) 2=458/0-8-0, 5=458/0-8-0 Max Horz 2=-55(load case 5) Max Uplift 2 = -242(load case 4), 5=-242(load case 5) FORCES (lb) - First Load Case Only TOP CHORD- 1-2=35, 2-3=-471, 3-4=-369, 4-5=-471, 5-6=35 BOT CHORD 2-8 = 360, 7-8 = 369, 5-7 = 360 WEBS 3-8=95, 4-7=95 NOTES (8) 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; artiali MWFRS able end 'zone; cantilever left and right exposed ;Lumber DOL -1.33" late n DOL =1.33. P Y; 9 9 P - p grip 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 Ib uplift at joint 2 and 242 ib uplift at joint 5. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 5. 6) Girder carries hip end with 3-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 44.9Ib up at 3-8-0, and 70.51b down and 44.91b up at 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3 =-74.0, 3-4 =-80.2, 4-6 =-74.0, 2-8 =-20.0, 7-8 =-21.7, 5-7 =-20.0 -. Concentrated Loads (lb) Vert: 8=-70.5 7==70.5 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 .e tti ®WARNING - VerVy design parameters and READ NOTES ONTHIS AND -REVERSE SIDE BEFORE USE. e® 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 boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additionaltemporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, D$8.89 Bracing Specification, and HIB -91 /g Handling Instailing and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, WI 53719. M ��® F_ Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 113A *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 'All `— Ye TOP CHORDS 2. Cut members to bear tightly against each cz Q other, o WEBS J5 Q lu 3, Place plates on each face of truss at each *For 4 x 2 orientation, locate oz �, 0 o joint and embed fully. Avoid knots and wane at joint locations, plates 1/8" from outside edge of a _ truss and vertical web. O 0 a a- o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" from panel adjacent joint,) C� C6 BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, _®® 14. Do not cut or alter truss member or plate - without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, trusses. TM PAPL CLIP erection and installation of © 1993 Mitek Holdings, Inc. FORM018,019 czoN�- � (D HYDRO-AliR 0 Jbb Truss russ ype ty ly 2047 B ELEV. s 14593741 DR2047B J3 ROOF TRUSS 2 1 Job Reference(o tionall s e l e n ustries, nc. a ar age -1-0-0 3-0-0 1-0-0 3-0-0 ' Scale = 1:10.3 6.00 F12 2 1 4 3-M 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 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 LL Min I/deft = 360 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 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 (Ib/size) 3=69/Mechanical, 2=254/0-8-0, 4=26/Mechanical Max Horz 2 = 103(load case 5) Max Uplift3 = -91 (load case 5), 2=-118(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-62 BOT CHORD 2-4=0 NOTES (4) 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 91 Ib uplift at joint 3 and 118 Ib uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 r r[ AWARNINO - VerVy design pararneters and READ NOTES ON THM AND REVERSE SIDE BEFORE USE. r�o 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 vertically. Applicability of design parameters and proper Incorporation of component Is responsibility 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 brlrcing of the overall structure is the responsibility of the building designer. For general guidance regarding labricatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wi 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property >>�. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, J2 J3 J4 owner and all other interested parties,. 'All °— 8 TOP CHORDS 2. Cut members to bear tightly against each C2 c3 other. oWEBS J5 Q 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate oz a �� joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of v O a �� i, X at joint locations. truss and vertical web. 0o a o 4, Unless otherwise noted, locate chord splices at /4 length(' 6" from �� C6 panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of _ required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17,08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15, Care should be exercised in handling, PAPTiEI TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 GANG -NAIL O IfYDAWMAW J b russ Truss Type ty y . -i20476 14593742 D M ROOF TRUSS 4 1 Job Reference (o tional) —0CCU--SPWN-TH, LONGWOOD, FL, TIM sFebl e n ustrles, nc.Vvea mar age 3 r1-0-0 1-0-0 1-0-0 1-0-0 ' Scale = 1:5.9 6.00 F12 2 4 1-0-0 2x4 = 1 -u-u LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 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) 1 st LC LL Min I/defl = 360 Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 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) 3=-17/Mechanical, 2=179/0-8-0, 4=9/Mechanical Max Horz 2=55(load case 4) Max Uplift3 = -23(load case 5), 2=-119(load case 4) Max Grav 3 = 28(load case 4), 2=179(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-43 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category ll; 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 23 Ib uplift at joint 3 and 119 Ib uplift at joint 2. 4) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 rti ,&WARNING - Veryy design pamnseterr and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE, mo Design valid for use only with` Mliek connectors. This -design Is based only upon parameters shown, and Is for on Individual building component 'to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility 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 il responsibility of the erector. Additional permanent brIscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and I building designer, erection supervisor, property securely seat. �8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each C2 c� other, O WEBS , J5 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o h 3 ; 0 joint �' and embed fully. Avoid knots and wane plates I/a" from outside edge of o_ at joint locations, truss and vertical web. a o 4 , Unless otherwise noted, locate chords laces P at /4 length(' 6" from ca C, 0 panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice its to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, .te unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. ® 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, TM PANEL ® erection and installation of trusses. ©1993 Mitek Holdings, Inc. { CLIP FORM018,019 GANG-waa. Ab russ russ ype ty y STANDARD 2047 B ELEV. A2047B 14593743 S ROOF TRUSS 2 1 110 Job Reference n (o all l n Mar e e n ustnes, age -1-5-0 4-2-15 1-5-0 4-2-15 le = 1:10.2 4.24 F12 o_ !i 2 5 1 2x4 = 4 I 0-11-5 3.x2 II 4-2-15 —, .. 0-11-5 3-3-10. Plate Offsets ,Y :[2:0-0-13,1-6-41 tOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TQ 0.06 1 >380 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 (Matrix) list LC LL Min I/deft = 360 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left: 2 X 6 SYP No.2ND REACTIONS (Ib/size) 3=75/Mechanical; 2=213/0-11-5, 4=28/Mechanical Max Horz 2=550oad case 3) Max Uplift 3 = -79(load case 5), 2=-99(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-5=29, 2-5=29, 2-3=-32 BOT CHORD 2-4=0 - NOTES (5) 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 79 Ib uplift at joint 3 and 99 Ib uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 5) THIS TRUSS DESIGN CONFORMS WITH FLORIDA BUILDING CODE 2001, BASED ON PARAMETERS INDICATED LOAD CASE(S) Standard 1) Regular: Lumber Increase= 1 .33, Plate Increase= 1.33 Uniform Loads (pIf) Vert: 1-5 = -74.0 Trapezoidal Loads (pIf) Vert: 5=-0.0-to-3=-78.5, 2=-1.7-to-4=-21:2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 110artehl &1 rtti ®WARMING - Ver(jy design parameters and READ NOTES ON TBJS AND REVERSE SIDE BEFORE USE. eow wor Design valkd for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be IMMIN_ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ designer. Bracing shown Is for lateral support ofindividual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brlacing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instalddna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drlve, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties., All `- TOP CHORDS 2. Cut members to bear tightly against each cz c3 other. oWEBS J5 cc 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate O - 0 �N; �' ; o joint and embed fully, Avoid knots and wane at joint locations, plates 1/8" from outside edge of a �ti V truss and vertical web. a o 4. Unless otherwise noted, locate chord splices /4 length(+ 6" from �� at panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT To RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, ® 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. ®erection 15. Care should be exercised in handling, PAp TM ® and installation of trusses, © 1993 Mitek Holdings, Inc. , {'� CLIP RFORM01018,019 GAJVG NAJL ® a 03/25/2003 17:35 DEL RIR 4 4078579228 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Builder_ D.RHORTON Project Name: 2047 Permitting Office: Address_ C��c� Permit Number: City, Staten+fd , 'h2� Jurisdiction Number. Owner L). 2 - `+�Jvpn climate Zone: Central NO. 330 D018 1- New construction or existing New _ 12- Cooling systems C 42.0 kBtu/hr _ �' 2. Single family or multi -family Single family _ a. Central Unit SEER: 12-00 3. Number of units, if multifamily 1 4. Number of Bedrooms 4 b. N/A 5- Is this a worst case? Yes _ a0a� ftp c. N/A ^ 6. Conditioned floor area (ft') r 7 ,Glass arca &type 290.5 ft= 13. Heating systems a. Clear - single pane _ 0-0 ft' a. Electric Heat Pump Cap: 42.0 kBtu/hr _ b. Clear -double pane HSPF: 8.50 — c. Tint/other SHGC - single pane _ d Tint/other SHGC - double pane 0.0 fta b. N/A S. Floortypes a. Slab -on -Grade Edge Insulation -- R=0.0, 207.0(p) R — c, NIA b. N/A -- 14. Hot water systems o. NIA a_ Electric Resistance Cap: 50.0 gallons _ 9. 'Wall types — EF: 0.$6 _. s, Concrete, Int Insul, Exterior R=4.2, 1477.7 W b. Frame, Wood, Adjacent R=11.0.287.0 fts b. NIA c. N/A J c. Conservation credits d NIA (HR -Heat recovery, Solar e. NIA DHP-Dedicated heat pump) 10- Ceiling types _ R=19.0, 2047.0 ft= I5. HVAC credits PT, a. Under Attic (CF -Ceiling fan, CV -Cross ventilation, h NIA HF -Whole house fan, c. N/A PT -Programmable Thermostat, 11. Dads Sup: Uae. R Una AH: Garage _ sup, R-6.0,1.0 ft MZ•C•Multizoue cooling, a MZ-H-Maltizona beep) b, NlI Total as -built points: 29936 Glass/Floor Area: 0.14 Total base points: 31054 I hereby certify that the plans and specitieaborks covered by this calculation are in compliance with the Ea Energy Code, PREPARED BY: DATE: !> I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 3 PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: • FLRcss vaz) tnergyuaugvv �vts on. lk 03/25/2003 17:35 DEL AIR 4 4078579228 FORM 60OA-2001 SUMMER CALCULATIONS V, Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS: , , , NO. 330 D019 Base Total: 39.0 126A As -Built Total - AS -BUILT Area X BSPM = Points Type BASE 2047.0 2.13 4360.1 tinder Attic Base Total: 2047.0 4380.1 As -Built Totdl: FLOOR TYPES GLASS 'TYPES Type Slab 207.0(p) -31.8 OVe fimg SlabonGrade Edge InstrLation Raised 0.0 0.00 0.0 .18 X Conditioned X BSPM = Points pmt Len Hgt Area X SPM X SOF = Points Floor Area Type/SC 2047.0 78 9498.9. single, Clew N 4.0 2.0 3.0 30.0 27.96 27.96 0.64 0.97 53.7 817.2 .18 Single, Clear N N 1.0 1A 6.0 2.5 3.5 27.96 0.88 85.7 Singh dear W 1.0 6.0 23.0 53.47 0.97 1191.2 Sk9loClear W 1.0 4.0 10.0 53-47 0.92 489.5 + $IngleClear W 1.0 6.0 23.0 53.47 0.97 1191.2 Single, Clear W 1.0 6.0 16.0 53.47 0.97 828.7 S"mgle, Clear S 12.0 7.8 41.0 44.66 0.52 944.7 Single. Clear S 1.0 6.0 32.0 44.66 0.94 1349.1 single, Clear W 8.0 7.8 41.0 53.47 0.54 1179.1 Single Clear E 1.0 5.0 13.0 59-31 0.95 7327 Single, Gear E 1.0 5.0 7.0 59.31 0.95 394-5 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 61) 16.0 59,31 0.97 919.3 Single Clear AS -Built Total: 290.5 12015.1 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points 287.0 0.70 200.9 Concrete, Int lnsut, Exterior 42 1477.7 1.16 1714.1 200.9 Adjacent 1.90 2807.6 Frame, Wood. Adjacent t 1.0 287.0 0.70 Exterior 1477.7 Base Total: 1764.7 3008.5 As-BuiltTotal: 1764.7 1915.0 Area X SPM = Points DOOR TYPES Area X BSPM = . PointsIType Adjacent 19.0 1.60 30.4djacert Wood20.0 1910 2.40 7.20 45.6 14x.0 Exterior 20.0 430 98.0xterior Wood Base Total: 39.0 126A As -Built Total - CEILING TYPES Area X BSPM = Points Type under Attic 2047.0 2.13 4360.1 tinder Attic Base Total: 2047.0 4380.1 As -Built Totdl: FLOOR TYPES Area XBSPM =Points Type Slab 207.0(p) -31.8 -6582.8 SlabonGrade Edge InstrLation Raised 0.0 0.00 0.0 39.0 189.6 R -Value Area X SPM X SCM = Points 19.0 2047.0 2.82 X 1A0 5772.5 EnergyGau9e6 DCA Form00A 2 6001 EnergyrasuclFlaRF.s7D01 FLRCSB v3.2 2047.0 v r r c a R Value Area X SPM = Points 0.0 207.0(9 -31.90 -8603.3 207, 03/25/2003 17:35 DEL RIR 4 4078579228 FORM 600A-2001 SUMMER CALCULATIONS i, Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS' , , N0.330 P020 EnergyGSUO- DCA Form 600A-2001 EMVX,&*e®IFIaREnW1 FLRCSB v3.2 AS -BUILT BASE Area X SPM = Points INFILTRATION Area X BSPM = Points 2047.0 14.31 29292.6 2047.0 14.31 29292.6 Summer Base Points: 39703.9 Summer As -Suitt Points: 42581.6 Total Summer X System - ' Cooling Points Total X Component Cap Ratio X Dud X System X Multiplier MUltipller Credit Multiplier = Cooling Points Points Multiplier PMXD 42581,6 1.000 (1.067 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 14369.6 14369.6 s 39703.9 0.4266 16937.7 42581.6 1.00 EnergyGSUO- DCA Form 600A-2001 EMVX,&*e®IFIaREnW1 FLRCSB v3.2 03/25/2003 17:35 DEL AIR 4 4078579228 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details PERMIT * ADDRESS:,,, N0.330 P021 I .5 X93.3 EnergyGauge® DCA Form W0A.2001 EnergyCaUge 1rhAES'2001 Fl_RCSB v32 AS -BUILT BASE ��9 GLASS TYPES Overhang X Conditioned X BWPM = Omt Len Hgt Area XWPM X WOF = Poin .18 Floor Area Type/SC 1S 2047.0 5.86 2159.2 Single, Clear N 4.0 2.0 6.0 3.0 30.0 12.32 0.99 12.32 1,00 36A 388.8 Single, Clem N N 1.0 1.0 25 3.5 1232 0.99 42.9 Single, Gear W 1.0 6.0 23.0 10-74 1.00 247.7 Sin9ieClear W 1.0 4.0 10.0 10.74 1.01 108.6 • Single, C W 1.0 6.0 23.0 10.74 1.00 247.7 Single, Gear W 1.0 6.0 16.0 10.74 1.00 172.3 Single, Clear S 12.0 7.8 41.0 7.73 2.12 672.5 Single, Clear S 1-0 6.0 32.0 7.73 1.01 249A Single, Clear W 8.0 7.8 41.0 10.74 1.09 478.5 Single, Clear E 1.0 5.0 13.0 9.96 1.01 131.1 &gle Clear E 1.0 5.0 7.0 9.96 1.01 70.6 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160-8 Single, Clear E 1.0 6-0 16.0 9.96 1.01 160.8 single, Gear 290.5 3309.0 As -Built Total: WALL TYPES Area X BWPM Points Type R -Value Area X WPM = Points 287.0 1.50 516.6 Concrete, int Insul, Fxtefi0r 42 1477.7 326 4817.3 516.6 Adjacent Exterior 1477.7 2.00 2955.4 Frame, Wood. Adjacent 11.0 287.0 1.80 Base Total: 1764.7 3472-0 As -Built Total: 1764.7 5333.9 Area X WPM = Paints DOOR TYPES Area X BWPM = Points Type Adjacent 19.0 4.00 76.0 AdjaceO Wood 19.0 20.0 5.90 7.60 112.1 152,0 Exterior 20.0 5.10 1020 Exterior Wood 39.0 175-4 Az43uilt Total: 39.0 264.1 ease Total: R -Value Area X WPM X WCM = Points CEILING 'TYPES Area X BWPM = Points Type 19.0 2047.0 0.87 X 1.00 1780.9 Under A10c 2047.0 0.64 1310-1 Under Attic Base Total: 2047.0 1310.1 As -Bulk Total: 2041.0 1780.9 Area X WPM = Points Area X BWPM= Points TypeR-Value PFLOORTYPES X93 3 Slab -On -Grade Edge lnSUMon 0.0 207.0(1) 250 517.5 207.0(1)) -1.9 0.0 0.00 0.0 .5 X93.3 EnergyGauge® DCA Form W0A.2001 EnergyCaUge 1rhAES'2001 Fl_RCSB v32 ' 03/25/2003 17:35 DEL AIR 4 4078579228 N0.330 P022 I FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS:,,, SASE INFILTRATfON Area X SWPM = Points PERMIT t AS -BUILT Area X WPM = Points Winter Base Points: 6152.8 Winter As -Built Points: 106 32 Totai Winter X System = Heating Total X Cap Ratio X Duct X System X Multiplier Multiplier Credit= Multiplier Heating Points Points Multiplier Points component (DM x DSM x AHN 10632.2 1 _000 (1.078 x 1.160 x 1.00) 0.402 1.250 0.402 0.950 0.950 5071.8 5071.6 6152.8 0.6274 3860.3 10632.2 1.00 Er,0jTjyC.,WgQTM DCA Form 600A-2001 EnagyGaugWRaRES2001 FLRCSB V32 03/25/2003 17:35 DEL RIR 4 4078579228 NO.330 D023 �I FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , BASE WATER HEATING Number Of X Multiplier = Total Bedroom$ 4 2564.00 10256.0 PERMIT #: AS -(BUILT Tank EF Number of X Tank X Multiplier X C M Multiplier Volume Total Volume Bedrooms Ratio 50.0 0-86 q 1.00 2623.63 1.00 104945 10494.5 A"ujit Total: v CODE COMPLIANCE STATUS BASE AS -BUILT + Hot Water Total Cooling + Heating + Hot Water = Total Cooling �' Heating Points Points Points Points Points Points Points Points 16938 3860 10256 31054 14370 5072 10495 29936 EnwgyGauge" DCA Form 6000 2001 EnergyGaWe&F1aM7W1 FIRCSB Y3.2 03/25/2003 17:35 FORM 600A-2001 DEL AIR 4 4078579228 N0.330 P024 Code Compliance Checklist Residential Whole Building Performance Method A - Details PERMIT #: ADDRESS:,,, SA -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST �Renor indoWs &Doors 606.1.ABC.1-1 Maximums �M ^...��.. -. -- - Caulk, weatherstrip or seal between windows/doors &frames, surrounding wa & Adjacent Walls 606.1 ABC -1 Z.1 gasket, foundation & wall sole or sill plate; joints between exterior Well panels at corners: utility penetrations; between wall panels & top/bottom plates; between walls and floor. installed that extends EXCEPTION: Frame wails where a continuous infiltration barrier is from and is sealed to the foundation to the late 606.1ABC.122 Penetrations/openings >1/8" sealed unless backed by truss or joint members. is instilled that is sealed Floors EXCEPTION: Frame floors whores continuous infiltration barrier to the - eter netiudons and seams - of top floor, around ahaT, ohas 606.1 ABC -1.2.8 Between walls & ceilings, penetrations of ceiling plane In board &top plat air barrier, gaps gyp soffits, chimneys, cabinets sealed to continuous EXCEPTION: Frame ceilings where a continuous infiltration barrier is attic access_ Installed that is sealed at the perimeter at netrations � non -IC rated, installed inside a Recessed Lighting Fixtures 606.1.A6C.1.2.4 Type IC rated with no penetrations, sealed: or TYPO & 3" from insulation; or Type IC rated with � 2.0 cfm from sealed box with 1/Z" clearance conditioned-s-Da0e tested. Mulfl- Houses 606.1.ABC.1.2.5 Air barrier on rimeter of floor 5 cowfii bon space heaters comply with NFP Additional Infiltration regts 606.1ABC•1.3 , d Exhaust tans vented to outdoors, damps ,rs have combustion air. OTHER PRESCRIPTIVE MEA URES mu met or exceeded b all residences- SA• CppgppN SECTION gybes Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit Water Heaters 612.1 breabuift-In heal trap requiled ker electric or cutoff s must be rovidesd. Extolar ernal or &heated pools must have covers (except Non-commerdal pools Swirnndrtg Pools &Spas 612.1 Spas must have a lip timer. Gas 5P & pool heaters must have a mininum thermal efficien of 78%. water flew must be restricted to no more titan 25 Mons minute at 80 PSIG. S er heads 612.1 Ail duds, fittings, mechanical equipment and plenum chambers shall be mechBniGally Air Distribution Systems 610.1 and installed in accordance with the criteria of Section 610. attached, sealed, insulated, NO in unconditioned attics: R b min. insulation nate readi accessible manual or automatic, thermostat fors tern. HVAC controls 607.1 Ceilin"In. R-19. Common walls -Frame R-11 or CBS R-3 both sides - Insulation 604.1, 6021 Common oeirrg & floors R-1 1 - EnergyGaug6l DCA Form eMA 2001 Energyr,,u9eWF1aRE92001 FLRC-;g v32 NO. 330 I. New construction or existing New 12. Cooling systems Central Unit Cap: 42.o kBtu/tu ._ 2. Single family or multi-fatnity single f ddh a. SEER 12.00 — 3. Number of units, if multi -family I b. NIA 4. Number of Bedrooms 4 _ _ 5. Is this a worst case? Yes 2047 ft- c. N/A — 6. Conditioned floor area (W) 7® Glass area & type Clear - single Pane 290.5 W � 13. Heating systems Cap; 42.0 kBtu/hr a. b. Clear - double pane 0.0 fta — a. Electric Heat Pump HSPF: 8.50 — c. TinNotber SHGC - single pane 0.0 ftz — b NIA — d. Tint/other SHGC - double pane 0.0 ft' — 8. Floor types a. Sla"n�Grade Edge InsulatiOD J R=U, 207.0(p) ft — c. N/A '^ b. N/A 14. Not water systems c. NIA $, FIecttic Resistance Cap: 50.0 gallons — 9. Wall types �- R,=4-2, 1477.7 fis — EF; 0.86 _. a. Concrete, Int lam], Exterior b. N/A — b. Frame, Wood. Adjacent R=11.0, 287.0 ft= — c. N/A c. Conservation credits — d N/A (IM -Heat to overy, Sol - c. NIA +DHp-Dedicate beat pump) 10. Ceiling MM _ R=19.0, 2047.0 ft 15. HVAC credits PT. a. Under Attic (Cp-Ceiling fan, CV -Cross ventilation, b. N/A HF -Whole house fan, c. NIA PT -Programmable Thermostat, 11. Ducts Ret: L7nc- AFI: Garage Sup- R�.0,1.0 ft �. RB -Attic radiant barrier, a. Sup: Une- M&C -Multizone cooling, b. N/A MZ.H-Muhiune heating) I certify that this home has complied uvitla the Florida Energy Efficiency Code For Building Construction througb the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EEL Display Card wiu be completed based on installed Code compliant features. Date: Builder Signature: _ Addross of New F�omc: �l �• CiWFLZip.�lln%f,� "NOTE: The home's estimated energy performance score is only available through the FI AI ES computer program. This is to a Building Energy Rating -1f your score is 80 or greater (or 86for a obtain W E Ene �gy Gauge Rating.)' your home may qualify for energy efficiency mortgage (EE*sec-uc .edu or Contact rhe Energy Gauge Hotline at.321 /638-1492 or see the Energy Gauge web site at www} f f information and a list of certified Raters. For information about .Florida's Energy Efficiency Code For Building Construction. contact the Department of Community Affairs E+anergyGaugeg (Version, FLRCSB v3-2) D025 t I I 03/25/2003 17:35 DEL AIR 4 4078579228 N0.330 FLIGHT -J LOAD AND EQUIPMENT SUMMARY Entire Nouse Job: 2M7 3r203 DEL AIR HEATING,AIR CONDITIONiNGA 109 COMMERCE STREET LAKE MARY. FL 32748-8206 Phone. (407) S3t-2865 _e r W AP,FL,US Winter Design Conditions OkWe db 38 OF Dbide db esignTD 70 OF 32 OF Heating Summary Bjc"Votbin * loss 40M B Vendadon Dmign heat 40M � infiltration M*m)d WOW Corehu Son quality A FrepWm ver p Heating Equipment Summary ,10l" Hee 9.ffidenc Fle2rb_"ng. De�T 1e(ftim Vhi198 TOW 0004 0.40 HeW fan 080 �4 132 0.034 ctnvBVuh HBWQ *clow i dor vatialan Heating Equipment Summary ,10l" Hee 9.ffidenc RD HSSFF De�T 0 Bt h @-TrF TOW 0004 0 OF HeW fan 1400 4fm Sensible Cooling Equipment Load Sizing 0.034 ctnvBVuh HBWQ *clow i dor vatialan summer Design Conditions ouWde db 75 F De�T 1M OF TOW 0004 50 ogr/b verdw h ITM Moisture dflemnce 43 Sensible Cooling Equipment Load Sizing 82 % 21` Bul vatialan 3.0 OF Use rr4 data T 8 2 B Latent Cooling Equipment Load Sizing U IT" gains 1390 Buh 3384 � Tail Wo t egUp. load 674bfkaWn8 Bkb Teidbad M=P= 0.70%SW X35 tW Cooling Equipment Summary Mae Trade Effidwicy SensbemOng QOHR 2WBbih L*fft Coding 12450 Blah 41500 i3buh TOW 0004 1400 dM Coc" air flaw fackx 0.048 dn+6>Uh Load se d:ie heat ratio 82 % pfjrW =Red hY ACCAt mei atmoffneftof MwvA J M Ed. 2M3 -Mar -25 09:12:$3 Wrvgl"' tsc✓ ft Right -Suite Residentialry 5.5.06 RSR2801T Pape 1 E:\Fil esNoyHo4on2002\204712047.rat D026 �l I 03/25/2003 17:35 DEL RIR 4 4078579228 N0.330 D027 I 1 I. RIGH' -J CALCULATION PROCEDURES A, E, C, D ,a ,Entire douse DEL Ali? HEATING,AIR CONOMONING,R Job: 2047 3l2a1� I 109 COMMERCE STREET. LAKE MARY, FL 327466206 Phone: (407) 831-2565 Procedure A - inter Infiltration HTM Calculation" 1. 0� r l am � hon AVF 19805 ft' x 0.0167 — 264 cfm 2 Winter bad 1.1 x264 Cfm x 32 OF Wa1terTD = Procedure B - Summer Infiltration HTM Calculation 1- Summu h1tr 0n AVF x 0.0167 p_40 �1 x 19805 R' 2 Suw"'r1ltri AM bad 1-1 x 132 cfm x 18 OF SImlerTD = 3. Somme+' Fah5m HTM _ ft2 2614 Bk h 1 330 � door alae Procedure C - Latent Infiltration Gain 0.68 x 43 2rAb moistditf. x 132 Cfm Procedure D - Equipment Sizing Loads F sizing load vu*Wm bad x 18 °F SimulD � cfm veM bad for stnx�t M (Um 19) venfiia> m and sCtlan loads PAN and tmWdM 9"V nwiPrgr badsgMbad ,�L,taabor►a�d 9295 Btl.h 28.2 BtuhAtz 132 cfm 2614 BlIh 7.9 Btuhr 3894 Bhb 990 Bah + 30081 � x 0.98 29480 81uh x 43 g moistd'>fF. _ Q68 x 50 cfm vent- +bads = 230 BLh x 6 p + C _ "COrrs� QU* is: a No. of FRBAms is 1474 BW 380 Btuh 3894 Bluh 6748 Bkh 0 B91,f1helk values here been merwally o ddt J MW by ACCAto nied all mVMIw 15 Mr 71h Ed- sial 08:12:63 Wr`gt-jtsOft R;9ht-Sulte ReeideMlel^" 5.5.06 RSR25D17 Page 1 /0M B:xFllsslorHorton200212047\2047.rsr =I 03/25/2003 17:35 DEL RIR 4 4078579228 N0.330 D028 2009-Mar.25 08:12•S3 wrightsOft Right -Suite Ratldenbal' 5.5.06 RSR26017 P89e 1 �^� E!1FIIet\orHorton2002\204712047-rV RIGHT -1 WINDOW DATA , DEL AIR HEATING,AIR CONDITIONING,R .lob: 2047 3/25!03 109 COMMERCE MEU. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S H O V O V W CN H N K Y 1 A R L L 0 T H V G N G T T M A R A R D W Z E M D G Z L O X Y LMNGIFOY a n Se a c n 0 n 1 1 90 1.0 40 1.0 1.0 76.4 3.0 335 3.0 a n se a c n 0 d 1 90 10 1.0 10 1.5 76.4 15 a n se a c n DINING 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 23.0 0.0 �a n ne a c n KIT 0 d 1 1 90 1.0 1.0 1.0 3.0 39A 10.0 0.0 a n ne a c n NOOK 0 d 1 1 g0 1.0 1.0 1.0 5.0 39.4 23.0 0.0 a n ne a c n FAMILY RM a n ne a c n 0 d 1 1 90 1.0 1 90 1.0 1.0 12.0 1.0 1.0 5.0 6.8 39A 394 16.0 41.0 0.0 0.0 b n nw a c n 0 d 1 MSTR BED a n rw a c n 0 d 1 1 90 1.0 1 90 1.0 1.0 $.0 1.0 1.0 5.0 62 39.4 39A 320 41.0 0.0 0.0 b n ne a c n 0 d 1 MSTR BATH a n sw a c n 0 d 1 1 1�0 1 90 10 1.0 4.0 47.4 17.0 1.2.� a n sw a c n 0 d 1 MSTR W.I.C. BED 3 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 20 a n sw a c n BED 2/BATH 0 d 1 1 90 1.0 1.0 1.0 5.0 47A 16.0 2.0 a n sw a c n 2009-Mar.25 08:12•S3 wrightsOft Right -Suite Ratldenbal' 5.5.06 RSR26017 P89e 1 �^� E!1FIIet\orHorton2002\204712047-rV 03/25/2003 17:35 DEL RIR 4 4078579228 N0.330 D029 BED 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 UTIL I l 2003-M*r.25 08:12:53 WI'Righ!-Sults ResldontW" 5.5.05 9SR20017 Page 2 E:1FlesxDrMdKon2oo212o47\2047.rsr 03/25/2003 17:35 DEL AIR 4 4078579228 N0.330 D030 I i I , p oer5bed HOCA b med all cf Matltnlc d M Ed. 2003.Mar-25 06:12.53 VVfnl9t'71CSpR Right-Sulte Resld"tialw 5_S.08 RSR28017 Page 1 E:\File$\DrHorfOn2002\204712047.mr I i EIQ14 Hou House Job: 2047 =6103 ' DEL AIR HEATING,AIR CONDMONING,R ✓ 109 COMMERCE STREET LAKE MARY FL 32746-8206 Phone; 407 931-2565 _ 1 �cfWn 1Ed ESIM 29A ft 0 11 DR41NG 1�QOftft � 10A x ion 4ftft 2 L9Vhd®q�c W*d 10 x 10A R 150 z 100 O 100 hetrow 4 �Aom a7 R nava d 7a0 n had11mc1 CaInp Load"b) atea Ltsdl�tt} rtPEOF csr t rrm Am Low Ph � � � � awn t0'l � 09 (� ►� a9 10. � Gg (� C19 DOOSUME $ a 13C 4.6 1. 1788 2 0 wand c 12C 29 1.9 «.. 0 d Q 00 0 t 0.0 Qo .�. �„ D ... o f oo oo o � .... 6 vvlwmand 8 1C 37.0 282 3 3061 06 ..» 82 0 0 0 0 .�. doors D 8C 37A «.. c 90 387 0 ... p 0 0 D ... ..» ... 0 0 d 1C 37D 0 ..» 0.0 "' 0 .� 0 0 0 .... 0 e f a0 — 0 0 0 , . 0 +�+ 0 17 1M1 396 7 mboaerd NOM 227 "� 7 — o _ 279 0 0 0 .w» w 0 ' "S 38.4 1 0 NEMdv cocbv Bw QA 0 0 «» "" D 1393 «» 0 ,.» o «Y. 0 � 481 87 """ 41� 0 r 0 a ..» 0 0 ..,. 0 SOMLO,0.0 0 0. 0 .... 0 ... 0 0 Narc a 10D147 9g 388 0 0 0 p 0 0 0 B t0lherd0ots b 0,0 0 0 0 0 D 0 0 0 OA 0.0 0 35 1 415 18 1 a 143 21 1478 3OKS 9 Nott3B09 338 1445 221 189 186 70 0 0 a I b 13C 3,2 1.2 12C 28 13 0 0 0 0 0 0 0 0 0 D 00 vwpkardc PNI"e QO 0� 0 0 0 0 0 p 0600 f p, 00 a 0 237 3 SQ2 49� 10 Ce�gs a IOD V 2Dq d p 372 o 0 254 0 0 p 0 b CLO 0 0.0 0 0 0 0 0 0 0 p 0 OA as 0 0 o 0 0 0 0 0 0 0 0 0 e 0 f oA D.0 0 0 415 o 1 258 a aA 259 ao 53� ° 11 0 0 0 0 O D M� b ao OA 0 0 010 0 0 0 0 0 0 P 0 a0 0 0 is d 0 0 0 0 0 0 0 0 0 0 f a oD 0 0 0 0 0 � 82 2814 IBM 446 849 1 12 kdh06I a 2B2 7 2m ,.» 7 .�. 0 — «« 13 SlRrdAlow•11+12.... '"' 0 «.. Leeseomerrelht9 «.. a �,,. ..� D «» I.esslr�ls(er ... Headt,gted*b" 371< ... ... .�. 2 .... .... 1719 14 DUd)OW »» 40 2 "" ,�• 15 Tctj1ct>5=13+14 p 1 0. _. _ �- I 16 ktgart� 12DD Apel. tai 0 ..» D 0 ..» �.. i7 51l>o7tFrSkig7*8+12►� ,,, ..., 0 ».. w. 0 '." �,, D 0 019 0 .... 0 ` lesser I Caair'igte*mAffi- .. .... ..,. ""� .... 2W 1.OD j 18 OuQsrain 7+1�, 1.OD "" 2w is 1400 w00 1A0 """ 174 '� � I 220 Arm IQr^? p oer5bed HOCA b med all cf Matltnlc d M Ed. 2003.Mar-25 06:12.53 VVfnl9t'71CSpR Right-Sulte Resld"tialw 5_S.08 RSR28017 Page 1 E:\File$\DrHorfOn2002\204712047.mr I i 03/25/2003 17:35 DEL AIR 4 4078579228 N0.330 9031 i - NGHHT4 WORKSHEET` Ert H 3125103 DEL AIR HEATING)UR CONDMONING,R Job: 2047 109 COMMERCI: STREET LAKE MARY FL 32746.6206 MOM' 40 831-2665 MSIAL7h Ed. FX&Y RM NtS'fReED WR B47M a2D ft 1 N w a ol�rr NOCK 2t0 R 1A, 217 R 16.0 $ 11.0 x 120 R 3 � 6ya 8.0 x So R 1� o g h 1Q0 ft eaYmd 9A haefbor� 6 Ce-1hp Can.o 10A it ► Aron Loed($Lhl TYPEOF CST HTM Aar Lm �� { q9 At�B (ff'1 ► C09 (f Hg p0 sons r7E NO. HI® C19 OY1 .� ... ..» .." OA 0.0 0— 0 6 f OD 0.0 0 0 � .... .... s v�Fsioenard a is 37D ... 41 1515 "' 1 .... Q «» 0 ,�mssss 37A 0 c r- 96.7 0 _ 0 0 p '"" 0 ..» Faamy d 10 37.0 0 ..- 0 p 0 0 ""' 0"" s 0 0 .,., 0 0 p f 0. ""' 0 0 0 0 0 7 V*XVMald tvortn 227 0 NEW 0 ,•. �0 0 2216 0 ° 2878 ,•» C 791 04 "" aw ..« — SSW 481 0 ""'. 0 0 .... 0 0 '. 0 .... 1 Qo 0 0 ..» O 0 1� 0. 0 0 0 0 ° 8 OdierdooM a 10D 10 9 0 0 0 0 p 0 0 0 0 0 b 0' 0.0 0 0 0 0 0 c 9 Net a 148 4.8 21 57 10 0 0 0 964 ° 00 881 �opoed 3< b 13C0 12 0 ° 0 0 0 0 0 0 ° ° 0 ward c tr 1S d oD OD 0 0 0 0 0 0 0 0 0 0 e 0. Q0 0 0 0 p 0 0 0 0 f 0.0 QO 0 724 2 10 CeiTr p a 1® 1.7 22 0 0 0 �1 0 0 0 0 0 0 0 0 b OD 0. Qo 0.4 0 0 0 0 0 0 0 0 0 0 c d mo Q 0 p 0 p ° a Q (1 0 0 0 0 0 0 f 0 p 570 11 Fioas a 27A 25.9 0.0 8 0 40 0• 0 0 0 0 0 0 0 0 0 0ft10d'^ b ° p p 0 o15 0 0 p MTI e a 11 0 ° 0 o p 0 0 tr*b QO 0A 0 0 0 0 0 lbors 182 1808 4ffi s6a 12 MAttr�On a 282 72 23 6�8 ..» 29� •�- 21� 13 SibloEel &+lw2 ..» � � ..» «. w � ..» ... Lemonfl-dhedro .. ... 0 «.. "" Lesstar5tr ..» se0 MCC&O bulon 14 MOO" ,.•, 299D ..» — @194 ..� .,,, ,.» — 3754 "•• 15 TolBlbas=13+14 ...� 16 k Pow PecPla � 300 0 ..» 4 .�. 0 0 "" p 0 ..» � 0 ,. .-. 17 0 ,.» 0 ... «» "" 4w 0 w* 17 gWRSHgBiR7�+12'16 0 — ..» 0 ." Lessedar,�000�+g ... ..» 0 �+ "" 0 «, 0 Le36fratsfer .... ,,,. Coo��B, iaton ^' 147 '... 481 10 l � ..» r Duct 9 Tot81R�51iga[r{17.18iP�F tID "" 16QD 1D0 2w X1.00IS 111 20 AkmcFiie0 (�N PRIiDId ceffwd by A= b Md d VneffsOf mm al i m Ed. 2003-1Net-25 061253 yVr_aq Sit Rignc-Suite RCSi08r"la 5.5.06 RSR2801t P ap E\FilestDrM onto n z00252047t2047.r3r 03/25/2003 17:35 DEL AIR 4 4078579228 N0.330 D032 N0fiT4 WORKSHEET N1Ouse Jeb: 2047 3125103 DEL AIR HEATING,AIR CONDMONING,R STREET LAM MARY FL 12746-6206 Phene: 40 831-2665 109 CpMMeRCF LM3 140 R KA,tThEd MS(RW.LGwn �2�TM e»a x 14Dft 1 Narte $0 R lu R wet z 11.0 ft 0 140 z 210ft140 9.4 R hta�d 9R haa7tod 7.0 9A hadrood 3 �drs 4 C&P Can9tOpdor� 9.4 R nBaibod LCWPA Amm LoadOkh) OF Cg HDA AM l0ad�tt+)� � LCWl"Og AMD m ft Ctg (n 09 TYPE �I{'1 Da'06im N0. MA Gig (n ► 5 am EL las as 21 a7 0 ..» ..a 0 .» "" .... q OA oo 0 6 vvndwAard a 1C 370 0 «— 0 0 0 0 .�, doss doors e9 "' 0 _ W 37.0 p .... D 0 '"' 0 -» Hedry d 1C 3aD 0 »- 0 0 ° 0 ° G «. 0 .... 0 .... 41 f • 7 vdrxl and NOM 22.7 0 0 —_ 00 � — 41 0 � 0 .. Boors BW ao 0 '"" 0 ° ..,, ui�� 883 0 Q1 0 -- 0 0 «« 0 0— 0 p SOLHarz 0.0 0 "" 0 0— 0 ° p o 8 Ovwdom a 10D 14.7 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b a0 0.0 0 0 0 3 479 c 97 a 10 4, 21 00 110 Zia 00Opoled � D 0 37d p 0 9 Net b M 32 12 0 0 0 1.9 0 0 0 0 0 0 vassrd a 1z0 0 0 d 00 00 0 0 0 0 0 0 0 0 PM*- 0 f 0.0 O Oa.O 0 ° 3?y 10 CeiSbgs 22 77 u 0 o 467 0 � D 0 D 0 0 D 0 o o ao o. 0 p 0 o ° ° o p p o p d OOAO ° 0 D oA 0 p 0 0 0 0 0 p 0 s 0 0 { a0 D 0 311 0 0 11 >:l0as a 2� 25a a0 5 0 0 00 0 0 0 0 0 0 ° 0 0 0 0 0 0. �� b 0 0 D 4: OA QO 0 D 0 D 0 0 0 0 lon 0 PE"isdispL d 0.0 a 0 0 0 OD 060 0 0 0 0 0 0 forsbb f QQ 0 0 451 4510 0 1 451 a 252 7 lzf — «» 2854 12 (nYmm = ,.» 0 0 Lesstww '••' «.. 227 ••" •••• 206 3190 Hwft 14 DuAkxt — ...- — 2M4 w «» 29M .. • 0 15 Tdaltas=13+U 0 — , 0 0 «... p 16 URS Pews@ 3ID 0 «.. 0 0 1200 0 1EFB ... 0 ,� 0 1864 1522 0 1'PPL ® ,�„ ... 7Bg ... 17 +1215 , �.. ... lr�asHdamelmotrg 0 ..» 0 0 .... ..�. 0 1Lem is tsh."' ""' 0 "" "..0 gred�bu6on ...- 27 1 � 1AD "^ _ is DLd .... 1OD 1g T�I�SFlgeir 17+18jPlF ..»°D 295 .» '� 51 1m "" 85 E$ ••» 108 I AOCA+�D LTI al of Mar d J Th Ed PfC'IbOlit OEC 2003,Mar-25 OP69e53 %lvrwoh�aft R;9M ^' Sults Residtntia�5.5.06RSR28017 E:mil es�DrHorlon2o02�20aT�Z0a7. rgr 03/25/2003 17:35 DEL AIR 4 4078579228 N0.330 9033 I IRI He -J WoRKS14EET Job: 2047 3125103 DEL AIR HEATING,AIR CONDMONING,R • 109 COMMERCE STREET LAKE MARY f1 32746.6206 Phone' 4 831 Mq(Vt WLJ7hEd UT L 1 NMafro0nl 7.0 R 9nd�ma®4'oeeslmet 8.0 z &0 Q 3 =G a' &0 it hedkw qm 4 CST Him5 Arm 14� Ani Am HIO a9 p9 HIQ CID TyPEOF Groff b 13C 3322 1. 12 0 560 t� a oo t 0. 0.0 e wrrb+waid a 1C 37A A 0 "" ... c 9C 38.7 " 0 r d 1C oA 00 7 VkdNsald NOM 227 0 ., NEWN 3a4 FJW0 0 .... ..- �... 0 SEIM 481 0.0 0 0 .... ..» Sow+ 0 .,.. 0 Harz 8 CMdw a 10D 14.7 9 0.0 0.0 19 0 189 0 b c 0.0 0 0 9 r b 3Z 12 37 11 0 43 0 0 0 " d oA 1 0� Pia f OA OA 0 0 10 Coif w a 16D 17 Z.2 154 0 1 IQ b OA 0. QO 0 0 0 0 0 0.0 d 0 0 f OA 0. 0 0 0 11 Fbo1s b 224 0.0 0 181 0 (�� 0 0 oapo a0 a 0. 0 0 0 0 loos) f OA 0.12 0 0 kar.4on a 282 73 19 13 LesglxdM 14 Daft" 15 TcObm=13+143M ...� .«. 16 hd. g vm D 1 .... ..« ..� .,,. �" ••• IT &tjdp%j lag,,•12+16 .... 1125 IIcoravisdabilion 74A 19T= w.. 1238 pfAll A ACCAtI118da9 GFM2rutal 7C1 2003 Ma525 wr-at xft RigntSuite Residcntielr" 5.5,06 RSR26017 N120 4 AK E.1Filesl0r"OTt*n2002�204712047-r$r 03/25/2003 17:35 DEL RIR 4 4078579228 rn ti Y• ./ sic P z �9 N0.330 D034 4•I I i . t , L AOY��DS�I,A,M OCL SX�* .9 .9ka, mm 03/25/2003 17:35 DEL AIR 4 4078579228 4 AW -A A/ L; ZL W IBX BIDR IAM 2- FROM WALL LOCAT" N --�w .,wL1 4• bw►dtld W SOt41wgd to ft* lord is r bath duct to =am* . mita NO.330 D035 I � i 1 E =2 lwcd DROOM � SOA-'` I4l f4tag leas lsxi 4' ' FpapLY BOOM 241iS m VAIME SDRM x � vAtA.�G w/O�G>'O�.tex iOA� 9• J$M2 STI GARAGBIR . 3 d' �5'yx16��gM ABV• iit 1 IS-9� 2S -9t ��F^ r1/ 7/2 RIW EIEV 12pa2=9 16ot16 tag ( 7 iQs6 s 5>t 4' 8�s4 TILE WOE NOOK so LW�bas�� 10 $DIV RM. c - 6. n CL 1w land YANG 76 0.G. 10' 16" .� r—TCIISN IOZ6 lwod10, 1 6 nGlvcd W ss 14sil ms 116 OPT, OPT. IAL R t O o ODRN VAUL CLft 1 4 1 W 2 6' Y Cl7G. WLIK age BAinPA14 tDt00tc* 241iS m 9r w/O�G>'O�.tex iOA� FOYER WIL W GARAGBIR y V TED 3 MT. 11 1,4 CtG �5'yx16��gM ABV• iit 36'1c12�t16� FG ABV• IS-9� 2S -9t ��F^ r1/ 7/2 RIW EIEV ( 7 le -e x 7'-w aee o LW�bas�� d4��'b6�'Pa'�3ta��• bttve a m iQ Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 milemasters.xls Updated: 3/18/2002 DESCRIPTION DRAWING # / REPORT # SERIES PAGE INDEX MASTER FILE NUMBER 1 DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 1 2- INSTALLATION INSTALLATION DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW FLEX0028 1000 W/#8 SCREWS HORZ. SLIDING, FIN WINDOW XOX CONFIGURATION FLEX0029 1000 3 INSTALLATION DETAIL INDEX MASTER FILE NUMBER 2 FLEX0020 1000 4 INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW INDEX'' 6 MASTER FILE NUMBER 3 INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS FLEX0016 1000 1500 & 2000 6 INSTALLATION DETAIL W/#8 SCREWS FLEX0026 1000,1500 & 2000 INDEX ..MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0030 . 1000 8.2000 7 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX00 FLEX0035 2000 1000,1750 8 T000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER WH BY BUCK DESIGNER FIXED WINDOW FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000,1750 & 2000 10 11 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1750 & 2000 INDEX 12 `. MASTER FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0021 1500,1000 & 2000 13 SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS FLEX0027 1500,1000 & 2000 INDEX .. MASTER FILE NUMBER 6 .. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFTR 1000/1600 14 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFL GTR 1HMFL TW 1000 / 1500 1000/1500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMF 100011500 17 FLANGE IN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFIN 100011600 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES . 1HMFLG 1000/1.500 19 FLANGE HORIZONTAL MULLION SECTIONS 1 DESIGN PRESSURE CAPACITIES 1VMFIN 1000/1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES iVMFLO11000/1500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES j1VMHMFLG 11000 1.1600 22 IFLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES INDEX 23. ' MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES ZHMFIN 2HMFLG 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES ,.1r 2VMFLG 12000 31 1 FLANGE VERTICAL MULLION St:G t 1UNJ / vaa�on rnwavnc ..nrnv Page 1 of 1 milemasters.1" woAUTY WINDOWS RY FLORIDA EXTRUDERS t TEST REPORTS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1/8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X 72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS. DOOR 0X0 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 GLASSDOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST A CONCRETE OR MASCNRY CPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE ♦ WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) (SEE NOTES) WINDOW HEIGHT ONE By WOOD - SUCK BY OTHERS CAULK BETWEEN WOOD BUCK 1 MAS,Y. OPENING BUCK WIDTH BY OTHERS SHIM AS P.EO'D. INSTALLATION ANCHOR. FLANGE TYPE -L/4' MAx.- 7/16• DIA. TAPCON WINDOW FRAME C^ NOTES) SHOWN (SEE NOTE 9) JAMB INSTALLATION !A. ANCHG� 3/16' DIA. TAPCON 1 SHOWN (SEE NOTE 9) 1 C I ]-1/a• MIN. GLASS (TYP.) EMBEDMENT (SEE:NOTES) e BUCK HEIGHT WIf H CONCRETE OR MAS0.4RY OPENING rY OTHERS I-1/4' ""j aaxNr I � 5 L-. CAULK BETWEEN J v VINDOV FLANGE i WOOD BUCK PERIMETER CAULK BY DTHERS ' WINDOW WIDTH STUCCO BY OTHERS CAULK BETWEEN SECTION B -B MAS'Y. OPE ING BY OTHERS ACJ ELEVATION VIEWED FROM EXTERIOR SILL STOOL }}�� V BY OTHERS PRECAST SILL 'v`` OTHERS � 1►,}�el'�Y 6 PRECAST 'SILL , Br V/VULKEM 116 ADHESIVE CAULK OR APROVED EOL. Sr C T ION A -A .A A F 212002 PREPARED BY: PR3DUCT t APPLICATION E'41+E_RING. TAPCON LOCATION CHART W11NLJJW W 1I.7. A� TIP TO A B C D E F IDDW1 o z UP TO ,T. I UP TO PSF B SIZE TIP 50 As: TO 50PsF TO I ACJ ELEVATION VIEWED FROM EXTERIOR SILL STOOL }}�� V BY OTHERS PRECAST SILL 'v`` OTHERS � 1►,}�el'�Y 6 PRECAST 'SILL , Br V/VULKEM 116 ADHESIVE CAULK OR APROVED EOL. Sr C T ION A -A .A A F 212002 PREPARED BY: PR3DUCT t APPLICATION E'41+E_RING. TAPCON LOCATION CHART CALL TIP TO LOCATIONS !N HcAOILOCATIGNS IN JAMB UP TO 5'Psr UP TO PSF SIZE TIP 50 As: TO 50PsF TO I 7 a F 022 74 X 26 C.0 C.D LJ I,J 023 74 X 32 3/8 C.D =100 I.J.K,L I;J.K,L D24 - 74 X 50 5/! C. �.D."c I,J.K,L 32 106 I/4 X a :.L.L.E I. I,J.K,L 033 IDE I/4 % 39 J/8 I B.C.C:E I 2.".D.E I,J.K.L .I I,J.K,L 4 1 8 I/4 X 0 •/! B,C.'.£ I A.=.C.ID.E,F I,J.K.L G.MLJ.K.L T22 111 % 215L,L I �... . - LJ I,J T23 t I t X 33 3/3 B.C.C.. A3 :.D.E.F' I,J.K,L I,J.K,L T2, III X 50 5/4 B.C.D.° I A'.C,D.E F I,J K,L I J K L M2120 X 26 1 J.K J. I,J.K,L M3 720 X U 3/8 B.C,C.E _ I. A? .,D.E.F I,J.K,L I I,J.K.L M4 1 O X S/8 A,B.C.D.?.' A,?.C.0 E.F G.H,I.J,K : I. K L 6020 72% 2A 6030 72 X 36 C.0 I B.C.D.£ LJ K, I.J.L 6040 7 X 4 C.D 3.C.O.E W,K.L I.J.K.L 7020 84 x 2- L,L I•J 7030 84 X 36 B.0 _.E I c.C.O.E I,J.K,L I I,J K,L 7040 4 X 48 B.C.C.£ 1.0,"E I,J K.L I,J K,L --8020 96 X 24 ..K,L 8030 96 X 36 B.C.C.£ ° C.O.£I.J,K,L I.J,K,L 804 4a B.0 �.£ A.B.C.OE F I.J.K; G H I,J.K 9020 108 X 24 .0 a.L. •' Ili I,J,K,L 9030 108 X 36 B,C.D.E I B.C,D,£ 1.J,K,L I,J,K,L 4 I' 4� _ B.C,G.- A.B,C.O.E.F I J.K L I K I -10020 ,2D x 24 .0 _. ..E I.J I,J,K,L 10030 120 X J6 ( B.C.E.£ ( _ A.B.C,O.E.� I,J.K,L I,J,K,I 10040 120 % 48 B.C.C'.E. A.B.C.D.E.F I,J.K.L I,JK.L NOTES, 1) SHIM AS REO -D. AT EAC- INSTA_-jTION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4', 2) WINDOW FRAME MATERA..: ALUMINUM A-LOY 6063. 3) TAPCON INSTALLATION ANCHOR MUST BE OF SUFFIC.ENT LTH, TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4) USE SILICONIZED'ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR A:?ROVE-) EQUAL. H 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER .SEAL A.OUNO EXTERIOR -� OF WINDOW FLANGE. - ' 6) IF. EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY.LISTED WITH NEXT LAGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. J B 7) GLASS THICKNESS MAY VARY RER THE REOuIREMEN S OF ASTM E1300 CLASS CHARTS. -8) LETTER CESIGwTlOnS ON THE TAPCON LOCATION C.:.RT INDICATE WHERE TAPCON ANCHORS ARE TO EE INSTAL ED WHEN US,NG THE EXTERIOR ELEVATION AS A KEY, L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED w: --A p2 S:REWS OF SUFFICIE1,7 LTH, TO PROVIDE MIN. 5/B IN. EMBEDME?:T INTO WOGO BUCK. 10) APPLICATION OF VULK£`/ 11E AOHESNECAULK AT F=AME SILL MUST COMPLY WITH SEALAN MANUF=CTUP.ER.S RECOMMENDATIONS. 11) WHERE WINDOW IS INSTALLED 1% MASCNRY OPENING WITH A STRUCTUAL TWO BYBUCK. USE j,'O S.;; -.-NS OF SUFFICIENT _ENGTH TO ACHIEVE 1-3/6 _ MIN. EMSEOME'+T AT A.L INS'ALLATION FASTENER LOCATIONS. INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: IN;TALLATIC': DET=IL 'u/ TAPCCNS HORZ. SLIDING FL4NGE VINE -W X]X CGNFIGUR&TION- SERIES 1000 DRAWN BY:BB APPROVED BY: DATE:10/29/01 ISCALE:NTS DWG.:=LEX0022 ]NAL PKV% S•J:TE 250. MCA' -;:)V. F__ :DA 5?746 PHONE 477 605-0765 FAX 407.:BC5-o-.6 SHEATHING CAULK BETVEEN Br OTHERS VINDCV FIM E SHEATHING INSTALLATION ANCHOR rB SCREW STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS GLAZING (TTP.) (SEE NOTE 7) WINDOW HEIGHT PERIMETER CAULK BY OTHERS INSTALLATION (I \ ANCHOR aB SCREv STUCCO OR SIDING BY OTHERS' CAULK BETWEEN WINDOW FIN �,J 1•MjN. i'SHEATHING SHEATHING EMBEDMENT BY OTHERS SECTION A -A TWO BY WOOD BY OTHERS 1/4- MAX. SHIM SPACE SHIM AS 'REO'D. (SEE NOTES) FIN TYPE VIN DOW FRAME HEADER WINDOW HEIGHT vINDOv WIDTH ---may z4• O.C. II-Max. (TYP.) G EOUALLY SPACE ANCHORS p1 (TYI+P) - Mg 24 O.C. ��(TYP.) FIN TYPE MAX. (TYP) WINDOW FRAME 6• MAX. (TYP) 6 SILL ELEVATION VIEWED F -ROM EXTERIOR MARBLE SELL STOOL BY ,�'�`••�- OTHERS 1 6vRID/4 gnTj2g_. SHIM SPACE MAX. SHIM AS REO'D. (SEE NOTES) TWO BY WOOD REV DESCRIF BY OTHERS 1 Nv 212902 WINDOW WIDTH TWO BY WOOD BY OTHERS SHIM AS REO'D.� (SEE NOTES) t/4 MAX. $H!M SPACE CAULK BETWEEN rvlMaoW FIN L SHEATHING y 1• MIN. EMBEDMENT _f GLAZING (TYP) J (SEE NOTE 7) - PER!r.£TER J. CAULK Br GTHERS 41y,EAjHING OTHERS FIN TYPE WINDOW FRAME JAMS STUCCO GR MING BY INSTALLATION OTHERS ANCHOR -3 SCREW SECTION B -B NOT: S. 1) SHIM AS REO'0. ADJACENT TO.EACM INSTALLATION ANCHOR. MAX. ALLOW42LE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF (- INTO WOOD FRAME MEMBER. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL r& JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR P£R:VETER SEA; AROUND EXTERIOR OF WINDOW FRAME. 6) C4 -ASS THICKNESS MAY VARY PER THE RECVIREMENTS Or ASTM E1300 CUSS CHARTS - 7) INSTALL INSTALLATION FASTENERS AT 6• MAX. FROM COF.NERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. W'H ANCHCR SPACING AS STAT_0, IS 70.0 PS, FOR ALL AVAILABLE SIZES UP TO 73• x 71' MAX. PREPARED BTt PRODUCT E APPLICATION ENGINEERING. INC.. Z30 INTLRNAIIV/AL PFVT., SUITE ZSO. ME67-JjV, RO+:a• =Z)ra PHUm 441 wa-Rle4 r•A wr a - �a ) 1 SHEATHING CAULK BETWEEN BY OTMERS WINDOV FIN 6 SHEATHING INSTALLATION ANCHOR KB SCREW STUCCO OR .SIDING BY OTHERS _�� I PERIMETER J 1 CAULK. gr OTHERS GLAZING (TTP.) (SEE NOTE 7)� WINDOW HEIGHT PERIMETER CAULK — BY OTHERS TWO BY WOOD _ I' MIN.`� IjT OTHERS CHSEDHENT I^ SII 1/4' MAX. SHIM SPACE `- SHIM AS REO'D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER -�- WINDOW WIDTH TWO BY WOOD By OTHERS SHIM AS (SEE NOTES) 1/4' MAX. SHIM SPACE s /-- CAULK BETWEEN WINDOW FIN l SHEATHING M EMBEDMENT F WINDOW HEIGHT FIN TYPE WINDOW FRAME SILL . .. I E MARBLE SILL STOOL BY OTHERS. -� GLAZING (TYP:) —' EQUALLY SPACE 1 ANCHORS (TYP.) WINDOW WIDTH 24' O.C. -!{ MAX. A MOTE 7) FIN TYPE WINDOW FRAME JAMB PERIMETER CAULK BY OTHERS STUCCO OR SHEATHING BY OTHERS INSTALLATION ANCHOR K3 SCREW II (T YP•) SIDING BY TH ERS F WINDOW HEIGHT FIN TYPE WINDOW FRAME SILL . .. I E MARBLE SILL STOOL BY OTHERS. -� O SECTION B -B EQUALLY SPACE 1 ANCHORS (TYP.) NO=S. 1) SHIM AS REO'D ADJACENT TO EACH INSTALLATION ANCHOR. A 6' MAX. MAX. ALLOWABLE SHIM STACK TO BE 1/4*. 24' O.C. (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. MAX. (TYP.) 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO 6' MAX.(TYP.> ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME MEMBER. A) USE SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. E L NATIO N => USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 1/4' MAX. WIEWEO FROM LXILRIWR 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM r SHIM SPACE E1300 GLASS CHARTS. J) INSTALL INSTALLATION FATENERS AT 6 MAX. FROM CORNERS ✓<A+ �'-'��h` �4''"'r' AND MAX. 24' G.C. DESIGN PRESSURE. CAPACITY OF _ INSTALLATIONS W11H ANCH. R SPACING AS STATED. IS 70.0 PSF FOR ALL A74AILARLE SIZES UP TO 119' X 49 5/8' WAX. INSTALLATION I II ANCHOR Y8 SCREW (j I $HIM a: STUCCO OR cSEE NI SIDING By OTHERS CAULK BETWEEN VINDOv FIN jHEATHINF 1'MIN L $MEATNING BY OTHERS EMBEDMENT BY OTHERSTWO BY OOD SECTION A -A A ��GORlDA EXTr?UQERS REV DESCRIPTION DATE INI FLORIDA EXTRUDERSINTERNATIONAL, SAN oR ,FLORIDA1 TITLE: INSTALLATION DETA'L w'/ x8 SCREWS HORZ. SLIDING' FIN WINDOW XOX CONFIGURATION— SERIES 1000 i DRAWN BY: BB I APPROVED BY: DATE: 12/17/01 1 SCALE: N. T. S. DWG.: FLEX0029 S G W'vL vRfvARC6 lr PROaxT t APP KATION ENGINEERING. INC.. 250 INTERNATIONAL PKVT_ S0TE 250• HEAT.01.. �_ RIDA 327-6 PHONE 407 805-0365 FAX 407 805-0366 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN C WINDOW FLANGE t WOOD BIC STUCCO BY OTHERS PERIMETER CAULK W H BY OTHERS (WINDOW HEIGHT) GLASS (TTP.) (SEE NOTES) PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y, OPENING BY OTHERS c l ONE By WOOD CONCRETE OR �—INSTALLATION ANCHOR BUCK BY OTHERS MASD>IRY OPENING 3/t6' DIA. TAPCON BY OTHERS B.V.IXI/4' MIH (BUCK WIDTH) I i IEDNEW 1/4' SHIM i � 1-1/4' MIN. FLANGE TYPE SPACE MAX. EMBEDMENT WINDOW FRAME SHIM AS REO'D. O JAMB (SEE NOTES) —I INSTALLATION ANCHOR, T 3/16' DIA. TA�CON 0 1/{. SHIN SPACE MAX ! RI1,1D VINYL GLAZING BEAD GL ASS (TYPJ (SEE NOTES) L SHIM AS REO'D. (SEE NOTES) ( FLANGE TYPE HE — WINDOW FRAME HEADER RIGID VINYL GLAZING BEAD (TYPJ FLANGE TYPE WINDOW FRAME SILL CAULK BETWEEN �. 4 WINDOW FLANGE Q t PRECAST SILL V/VULKEM 116 PRECAST SILL SECTION A -A ADHESIVE CAULK BY OTHERS OR APROVED EOL. W.W. A — A B C D [` I W.H. G B TtI A --J ELEVATION VIEWED FROM EXTERIOR B.H. CAULK BETWEEN CK WINDOW FLANGE BU ICK 6 VOOD BUCK o PERIMETER, CAULK STUCCO BY OTHERS - BY OTHERS v.v. cvINDOV WIDTH) CAULK BETWEEN - SECTION B -B WDD^ BUCK t MAS'Y. OPENING NOTES: BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. A'-LOWABLE SHIM STACK TO BE 1/4', 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. - 3) INSTALLATION ANCHOR MUST 6E OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD L: JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AOHESrvE CAULK OR APPROVED EOVAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR, OUANTITY LISTED WITH NEXT LARGER SIZE. FOP THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE R=OWREMENTS OF ASTM E13OO CLASS CHARTS... - 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 88 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK. 10) APPLICATION OF VULKEM 116 AOHESNE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENOAT:ONS. 11) ONE ADDITIONAL FIELD DRILLED k INSTAL;ED ANCHOR: IS REO'D. IN EACH JAMB ON THE FOLLOWING SIZES: -D25" (73 7 62), 'D26' (73 X 71),-56M60M' (65 X 71). k-50M6OM' (71.X71). PLACE ANCHOR BETWEEN ANCHORS 'C AND I" AND BETWEEN ANCHORS H AND J OVER 55 PSF ONLY. 12) WHERE WINDOW IS INSTALLED IN MASONP,Y OPENING WITH A STRUCTUAL F TWO BY WOOD BUCK. USE /10 SCREWS OF SUFFICIENT LENGTH TO. ACHIEVE 1-3/8 MIN. EMBEDMENT AT ASL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE j11 ADD A 310 SCREW H ANCHOR TO EACH JAMB FOR NOTED DESIGN PRESSURES. B CE4NIt►411, Firms :.:.:DA J AL4NLlFAC-rUjMA KALE! VVI a PREPARED BY. PRDOV:T l APPLICATION V CALL TIP TOLU(.A:IUIN�) IN HCAIJ I LV' -f IIUINZI IN JAMB PSr Oosr JOP$'i J <6F jbnr c:sF SIZt TIP I TO TO TO TO TO TO So<F e F X- F -i 7 IH2 26 t/2 x 26 C C C C.H C.M G.H IH3 26 1/2 % 38 3/0 C C C G.H O,N IGH 1H4 26 1/2 X 50 5/a C C C I GM G.H G M,I,J IH45 26 1/2 X 56 1/4 C C C G.H G M G M.I.J 1H5 26.1/2 x 63 C C C GM CM!.J GM!.J 'C. 1H6 26 1/2 X 72 C C I C G,H G.HI,J !.0 22 X 26 L c I G.HG.fl z ,M 23 37 X 38 3/3 C C C GM GM G.H 24 37 x 50 5/8 C C C G.H G.MJ.J GM.I.J 45 37 x 56 1/4 C C C G.M G.HJ.J G.,,;.J 25 37 x 63 C C C G.M G MI,J G,r..t,J 26 37 x 72 C C C C,H,I,J G.M.0 -L,F,G.H!.J 33 53 t/a x 38 3/8 C B.0 2.0 G,H GM GM.LJ 34 53 1/5 x 50 5/8 C 8.0G.H GM!.J G.M,LJ 335 53 1/3 x 56 1/4 C B,C 3.0 G.N,LJ G.H,)„1 EF.:.H!,J 35 `J Va x 63 C B.0 B.0 G.n!.J G.nJ,J E.F.G.H!,J 36 53 I/5 x 77 C B.0 -.0 G.H.I.J E.F,G.H.I.J E.F.G.H!,J 022 L e.W I ': C23 74 x 38 3/5 B.0 B.0 A.B,C,C G.H D,H!,J CM.LJ D2c 74 x SO s/a B.0 B.0 'A,c.C.O G.n:1.J G.HJ.J 02a5 74 x 56 1/a B.0 B.0 A.-.C.C I G.H,LJ E.F,G.H,LJ EF.G.M.LJ 025 74 x 63 E B,C A,-.C,D C.M.LJ E.F.cM,I,J E.FAM.I,J• 05 7< x 72 B.0 B.0 I A•- C.D GM!,J EF,G.n!.J E.F,.H.u- 20M20M 24 % 24 I :+ �. .20M30M 2A X 36 C C C D,M G,n G.M 20M40M 24 X 48- C C C G.n OM C.H 20M<6M 24 X 54 C C C G.H GM C.H.0 20M50M 24 X 60 C C C G.H G.M GM,I,J ..- . 4 x 7 C C C G.H. GM!.J G.H I J 3OM20M 36 X 2A,n M G.H 30.30. 36 X 36 C C C G.M G.M . C,H 3OM40M 36 X 48 C C C G.H D.n- GM.I,J 3OM46W 36 X 54 C C C G,H G.H.I.J G.H i 3OM50M 36 x 60 C C C G.H GMJ,J. G,n,I,J 30.60. . 36 x 72 C C C G.H,I,J G.H,I,J E.F,G.H I.J 4 M M 4OW30M 48 X 36 C G - 3,. C G.H G.H 4. GH,,I,J 40M40M 48 X 48 C C B.0 G.H C,M,LJ G.H!,J 4OU46M A8 x 54 C C B.0 ( G.H G.MI.J GM!.J 40WSOM 48 x 60 C C 3.0 C.H.LJ G.n,I,J E.F,G.n.LJ 40M60M 48 X 72 C C -,C G,H,I,J E.F C,H,I,J f G H l 4 M M 3 4.N M G.H 46M30M 54 X 36 C '.0 3,o.t C G:M G.H GM,LJ •46M4OM 54 X 48 C B.0 3.0 G.H G.HJ,J G,M,I,J 46M46M 54 x 54 C B.0 3.0 G.HI,J G,H,I.J E,F,G.Hd.J 46M50M S4 X 80 C B.C. -.0 G.H.I,J GM.I,J E.F,GM,I,J 54 % 72 C B C -.0 HIJ. F HI F M . SOM20M X 4 B,C o. G.H G,H G.H SOM30M 60 x 36 C B,C 3.0 GM G,M GM.LJ 50M40M 60 X 48 C B,C B.0 G.H G.HJ.J G.n,LJ SOM46M 6C x S4 C S.0 B.0 G,H I,J G.HJ.J E.F.G.H,LJ 5OM50M 60 X 60 C S.0 E.0 G,H!.J G.HJ.J E.F,G.H.I,J SOM60M 60 X 72 C S.0 =.0 G.H!,J E F,G.n,I,J { F,G.M.I.J -TgM M 00 L U., .M ,H 56M30M 66 X 36 E r B.0 A,3.C.: O,H G,H G.H.I,J 56IA40M 66 x 48 E = B,C A.3.C.: G.H G,H.I.J GM.I.J 56M46M 66 x 54 B.0 'B.0 A',C.= G.H,I.J G,M.LJ EF.GMJ.J 55M50M 66. x 60 E. S.0 A,3.C,C C'H.0 E.F.G.m.0 E.F,GM!.J SEM60M 66 x 72 B. c C E. C. G.H I,! EF.GMJ.J EF.G.m.ix - C 60M -OM L 0._ �.� It G.n ,N 601A30M 72 x 36 B.0 E.0 A,-.0 : G.H G.M G.HI.J 6OM40M 72 X 48 B.0 B.0 A'B.C. G.H G.MI.J GMI,J COM46M 72 x 54 8.c S.: A. -.C,: G.H.I.J G.H.W E.F.G.H.0 6OM5JM 72 x 60 6 r A.E.C.: G.H,I,J I E.F,G M,I,J E.F,;,n,I,J 6 .6�M 72 X 72 ° C B.0 A, -.C. C M,I,J I � f.F.G M.LJ E : „/,,H! J• AIADDITIONAL AN_HORS RES'D. SEE NOTE 11 FLORIDA EXTRU DERS 1 SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANG= WINDOW - SEP. TES 1000 DRAWN BY: BB I APPROVED BY: a t•, ; !-U-u DATE: 10/23/01 IS, NTS DWG.: FLEX00?0 Ek'NG. INC.. 250 INTERNA•IONAL PKWY.. :J:TE 250. NCAT-.DW. rL'i;DA 32746 PMGNC 4:7 605.0365 FAX 4,7 805.035 y CAULK BETWEEN B.W. ONE BY WOOD CONCRETE OR WOOD BUCK L (BUCK WIDTH) MASONRY OPENING MAS'Y. OPENING ANCHOR BUCK BY OTHERS r BY OTHERS INSTALLATION AN_ BY OTHERS ONE By WOOD 3/16' DIA.TAPCON BUCK BY OTHERS CAULK BETWEEN VINDOV FLANGE 6 WOOD BUCK 1-1/4' MIN. SHIM7ASREO'DEMBEDMENT MAX°RIGID VINYL (SEENOT I ) I GLAZING(T-BEAD —r :STSLLAANCHOR YP.) 3/!6* DIA.. TA TAPCON STUCCO J I SHIM AS REO'D; BY OTHERS 1/4MAX. (SEE NOTES) .PERIMETER CAU K BY OTHERS RANGE TYPE \\-WINDOW FRAME HEADER RIGID VINYL GLAZINGBEAD L <TYP.) GLASS )pV h /-<T YP.) (SEE NOTES) GLASS (TYP.)(SEE NOTES) 1-I/a' MIN EMBEDMENT D STUCICO BY THERS v FLANGE TYPE WINDOW FRANC JAMB CAULK BETvEEN p WINDOW FLANGE PERIMETER i WOOD BUCK CAULK BY O"HERS V.V. (WINDOW WIDTH) I +c1um., B.H. (BUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SELL V/ WULKEN 116 ADHESIVE SECTION B -B CAULK. OR APRV'D. EOL. FLANGE TYPE PERIMETER vINDOV FRAME CAULK SILL BY OTHERS PRECAST SRL— a ° A A B BY OTHERS F SECTION A— A 1) SHIM t) SHIM AS REO -O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D + SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. I / �- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. :4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD J k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEA AROUND W,H. F EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHAP.TS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE L EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON CAULK BETWEEN WOOD BUCK t MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS ANCHOR SHOULD BE. FILLED WITH 18 SCREWS OF SUFFICIENT LTH: /( TO PROVIDE MIN. 5/8' IN. EMBEDMENT INTO WOOD SUCK. A 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES SINGLE MUNGS. 11) WHERE WINDOWIS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE x110 SCREWS OF VIEWED FROM EXTERIOR SUFFICIENT LENGTH TO ACHIEVE 1-3/8_MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. i TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30- TO 40PS1 tusr TO 70PSF 30Psr TO 40W A%PsrTO 70n, SIZE SIZE 12 16 1/3 X 25 B 8 F,G F,G 13 1a 1/6 x.37 3/8 B B F.G F.G 14 18 1/3 X49 5/8 B B F,G F.G 145 18 1/6 X ss 1/4 8 B F,G F.c 15 16 1/3 X 62 8 e. F.G - F,G 16 16 1/a X 71 8 B F,G F.G n! 17 11 Ila X 83 F F O F,G.J r Int 25 1/2 X 25 B B •G in3 25 1/2 x 37 3/8 8 8 F,G F,G Im. 25 1/2.x 49 5/8 8 B F.G F,6H! IK45 25 1/2 X 53 1/4 8 B F.0 .F,G.H,I . 1115 25 1/2 X 62 B B F,G - F,G.HJ 1H6 25 1/2 x 71 B B F,G F.GH! 1H7 25 1/2 X 63, B B F.C.J.K F,GJ:( 30 1/2 x 26 29 1/2 K 25 B •• F,G PF..' 30 1/2 , }a ]/8 29 1/2 X 37 3/8 B B 8 f,G F,G.MJ 30 1/2 + 50 3/8 29 1/2 X 49 5/3 B B F,G F.c.r.J 30 1/2 a 56 1/4 29 1/2 x 53 1/. B 8 F.G F,G.HJ 30 1/2 , 63 29 1/2 X 62 K F,G.M,1 f,G.M.I b t/2 , 72 b1 2 . 6a 29 t/2 29 1 2 X 83 B. 8 F.G.J,K F,G.J.K 23 30 % ZS 36 x 37.3/8 B 8 F.G - F,G 24 . 3e : 49 5/8 B e F.G f,G - F,G,HJ F.G In 245 25 36 X 55 1/4 36 X62 B 8 B B F.G.M F,G.HJ 26 -3A X 71 B 6 F,G.H)O.E.F,G, ! 7 36 x 53 B 8 F•G.J.K F.G,H.LJ.4 4 x 4t x 25 8 B F,G F,G,nJ 42 . 38 3/8 41 X 37 3/6 8 B F,G F,GHJ 42 , b s/a 41 X 49 5/8 8 B F,G,M ! F.G.mi 42 . 36 1/4 at X S5 1/4 al X 62 B ti F,G,n,, O,E,F.G. J a2 x 63 42 x 72 41 X 71 B 6 F,G,H.1 O.E,F,CH.I 4. J3a sl X a3 - B . F.G.J.K F.G.H,I.J.K 48 . 26 47 X 25 B B A.0 A.0 F.G F,GHJ .8 . 38 3/3 .7.X 37 3/8 B A.0 F,0 F.G.vi 48 . 50 5/3 47 x 49 5/8 B A,C F,G.H•1 F.G.M.,I 48 . 56 1/4 48 x 63 17 X SS 1/4 47 X 62 B A,C F,G.H,I D.E.F,G.+.1 48 x 72 47 x 71 9 A,C F,O.HJ O.E.F,G,-.i 4 , 32 7 xa3 52 1/a X 25 8 A.0 F G J K F,G F.C. F.G F•GH! }} 52 1/8 x 37 3/8 8 '6 AC A,r F,G,MI F.G.H! 34 345 32 1/6 % 49 S/a 52 1/e x SS 1/4 B A.0 'F.C.H,I D.E.F,G.H! 35 52 1/8 X 62 8 A,C F,GH•1 O.E.F,G.M! }6 52 1/3 x 71 8 A.0 F,G•H,1 D•E.F,GH,1 . 37 52 I/a X 83 8 A.0 F.G.J.K D.E.F•G.J.K.JK 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. C cod INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 L 2000 _ DRAWN BY.: BB APPROVED BY: DATE: 10/09/01 ISCALE:NTS DWG.: FLEX0016 PREPARED B': PROOVCT i APPLICATION ENCINCERWG, INC., 250 RITERNATIONµ PKY., SUITE 250. HEATHROW FLORIDA 32745 P.+OnE 407 605-0365 FAX a01 6::5 J366 CAULK BETWEEN SHEATHING WINDOW FIN L BY DINERS .SHEATHING INSTALLATION ANCHOR �I) 09 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.) (SEE NOTES) PERIMETER CAULK BY OTHERS v MIN. EMBEDMENT TWO BY WOOD BY OTHERS SHIM AS REO'D. / (SEE NOTES) I/i' MAX. SHIM SPACE. FIN TYPE WINDOW FRAME HEADER GLAZING <TYP.) (SEE NOTES) FIN TYPE WINDOW FRAME 144ARBLE SILL STOOL BY OTHERS INSTALLATION ANCHOR TWO BY WOOD IS WOOD SCREW BY OTHERS STUCCOJ I BY OTHERS CAULK -BETWEEN W . INDOW FIN Z'.'.T.' 6 SHEATHING BY OTHERS j•MI N. EMBEDMENT SECTION A -A WINDOW WIDTH 1/4' MAX. SHIM SPACE SHIM ASREO'D. TWO BY WOOD {� A (SEE NOT£U 'B (SEE BY OTHERS CF,NTFes, VLNAME �;3 WoWF= 1• MIN. iv�+� 5 EMBEDMENT GLAZING (TYF.)�-r 7, (SEE NOTES). I . SHEATHING `_WINDOW I W.DTH i A I B B 24• D.C. MAX. (TYP.) EOUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT A � �L,6- TYP.> ELEVATION VIEwEO FROM EXTERIOR N BY OTHERS CAULK BETWEEN FIN TY"PE WINDOW FIN WINDOW FRAME SHEATHING JAMB . PERIM£ ER INSTALLATION ANCHOR CAULK 48 VDDD SCREW BY OTHERS STUCCO BY OTHERS SECTION B -B NOTES. .. .. 1) SHIM AS RED D. AT EACH INSTALLATION ANCHOR. -MAX. ALLOWABLE SHIM SACK TO BE 1/4% " 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY- 6063:-: 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. " . TO ACMIEWE MIN. EMBEDMENT, OF P INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAM?S. 1 - - - - 5) USE S41CONIZED ACRYLIC CAULK FOR, PERIMETER SEAL AROUND EXTERIOR OF VNDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT. LISTED 1N ANCHOR. CHART, USE ANCHOR OUA.NTITY LISTED WITH -NEXT URGER SIZE. 7) GLASS THICKNESS MAY VARY PER. THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS... 6) FLORIDA EXTRUDERS 1000 SERIES_ SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SING:: HUNG WINDOWS. I I JDATE:12/13/01 ;SCALE: N. T S IDWG.:FLEX0026 SHT I OF 2� TM[- 250 INTERNATIONAI- PKWY.- SuITE 25e Ifz7,4-1 rt-DR10A 32746 PHONE 407 005-0365 FAX 467 905-0366 CONCRETE OR MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN ` WINDOW FLANGE L VOCO BUCKv STUccI J HT "M11 PERIMETER PERIMETER CAULK BY OTHERS GLASS (TTP.) (SEE NOTES) VR VINDOV '.EIGHT) PERIMETER CAULK By OTHERS CAULK BETVEEN\ WINDOW FLANGE - L PRECAST SILL 'V/VULKEM 116 "ADHESIVE CAULK OR APRV'D: EOL, INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN WcpI BUCK L MAS'Y. OPENING BY OTHERS PLASS (T YPJ ISE, NOTES) NOTE$) Q 1-1/4' MIN. 4 EM.3EDMENT fj lw— SHIM AS REO'D. 1/4' MAX. . (SE E NaTcs) � FLANGE TYPE . WINDOW FRAME W.W. RIDGED VINYL GLAZING BEAD B.H (BUCK / f HEIGHT) I B B RIDGED VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME c 1ti 1ii11.LLui.L a. a PRECAST SILL BY OTHERS SECTION A -A W.H. B.V. —(BUCK WIDTH) SHIM AS REO'D. I/4' MAX. (SEE NOTES) —� RIDGED VINYL GLAZING BEAD (� 1-1/4' HIM. CC PETE OR 'j II�IEl" IT MA$CNR7 OPENING BY OTHERS D INSTALLATION ANCHOR 3/16' CIA. TAPCON . . v O ONE By WOOD \BUCK BY OTHERS v FLANGE TYPE p - WINDOW FRAME CAULK 6Ei WEEN '_PERIMETER "ENDO. FLANGE CAULK L WOOD BUCK BY OTHERS CAULK BETWEEN . WOOD BUCK L V.V. MAS'Y. OPENING „'--�— (WINDOW WIDTH) I 6Y OTHERS STUCCO ET OTHERS SECTION B—B NOT G. 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW I O FRAME MATERIAL: ALUMINUM ALY 6063. 3BE) 3/16" OU, TAPCON INSTALLATION ANCHORS .MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SILICON'ZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 11E ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY -LISTED WITH NEXT URGER SIZE. FOR THE APPROPRIATE DES:CN PRESSURE REO'D. —� 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS. CHARTS.. 24' D.C. MAX. (TTP.) 8) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS.24 IN. O.C.• /8 SCREWSOF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD -BUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 100C SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE 6' MAX. (T YP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. -- 10) SEE BACK OF THIS SET. FOR INSTI N ANCHOR REQUIREMENTS. 11) APPLICATION OF WLKEM llo ADHESIVE CAJLK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. Two BY WOOD BUCK A --m- ELEVATION VIEWED FROM .EXTERIOR E 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH ATRE UAL EMBEDMENT -N. USE #10 SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8' MIN. 13) WINDOW UNITS CAN BE MULLEO TO OTHER UMTS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. INTERNATIONAL; INC. FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE:iNSTALLATiON D=TAIL w/ ONE BY BUCK • FIXED FLANGE WINDDW - SERIES 1000 & 2000 nnqq DRAWN BY:BB. APPROVED BY: 2 1� 2002 DATE: IO/22/01 . I SCALE. NTS X DWG.: FLEX 0018 SHEET I Or p2 PREPARED BY.'PROOVCT TECHNOLOGY CORP.. 350 INTERNATIONAL PKWY. SOME 250. H•ATHROw. FLORIDA 37746 PHONE 407 605-0365 fAX 407 SCS -%3E6 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN t� SHEATHING INSTALLATION ANCHOR $18 SCREW ExiER3 R FINISH OTHERS —� PERIMET/ CAULK — BY OTHERSER WINDOW HEIGHT ExTERIOR PERIMETER CAULK By OTHERS INSTALLATION ANCHOR —� M8 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZNNI (SEE NOTE 6 r IN. 3EDMENT rBYY OTHER$ING SHIN AS REO'D�++'• ` ' (CENTRAL FLORMA B•®'A'F' q1p, (SEE NOTES) AM'URER NAME - 1/4' '1/P MAX. %Sul VU, SHIM SPACE TAA( /4 G Y EP, Fu'E # MAS GLAZING (SEE NOTE 6) CAULK BETWEEN 1•MIN. ` ..WINDOW FIN t SHEATHING EMBEDMENT SHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE WINDOW FRAME --SHIM AS REO'D. 1/4' MAX. cSEE NOTES) V600 FRAMING BUCK BY OTHERS vl'. HE EXTERIOR FIN TYPE WINDOW FRAME WINDOW WIDTH A -1-1 DOW GHT B WINDOW FIN -- A -.j ELEVATION VIEWED FROM EXTERIOR VIN➢OW V1DTHI� THIM MAX. SHIM SPACE 8 WOOD FRAMING BY OTHERS _ SHEATHING 3Y OTHERS INSTALLATION ANCHOR #i SCREW TITLE: INSTALLATION DETAIL W7 #8 WOOD SCREW FIXED FIN WINDOW - SERIES 2000 DRAWN BY: pB APPROVED BY: DATE: I/ 13/02 SCALE: N. T. S. DWG.: FLEX0030 BY: PRODUCT TECMNOLOCY CORP.. 250 INTERNATIONAL PKWY, SUGE 250, LAKE MARY, FLORCA 12746 PHONE 407 605-0365 FAX 407 605-0366 CAULK BETVCEN WINDOW FIN L SHEATHING SECTION B -B EXTERIOR FINISH PERIMETER . BY OTHERS CAULK BY OTHERS NOTES• H 1) SHim OR AEACH LOAD SEARINGSHIM. MAX` ALT OWABLEION WITH SHIM STACK TO BE 1/4'. 2),WINCOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I" . INTO WOOD FRAME. 4)SSEAL (LICONIZED ACRYLIC CAULK PERIMETER AROUND. EXTERIOROF N OWR FRAME. 5) USE-SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASSALSO OUALIFIED. ' 7) FLORIDA EXTRUDERS 2000 SERIES -FIXED PICTURE WINDOW IS SHOWN: THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS . 1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR - 63- X 95' OR 119' X 37-3/?' MAX. 9) WINDOW UNIT CAN BE .MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. TITLE: INSTALLATION DETAIL W7 #8 WOOD SCREW FIXED FIN WINDOW - SERIES 2000 DRAWN BY: pB APPROVED BY: DATE: I/ 13/02 SCALE: N. T. S. DWG.: FLEX0030 BY: PRODUCT TECMNOLOCY CORP.. 250 INTERNATIONAL PKWY, SUGE 250, LAKE MARY, FLORCA 12746 PHONE 407 605-0365 FAX 407 605-0366 CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING By OTHERS x-,.--'-';, iCR:OR FIN' Sm 9r OTHERS PERIMETER CAULK By OTHERS WINDOW FRANC HEAD WINDOW HEIGHT EXTERIOR WINDOW FRAME -� SILL PERIMETER CA,:LK BY OTHERS -XTERIOR FINISH —� gY OTHERS CAULK BETWEEN VOOD BUCK L MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' DIA, TAPCON MIN. Q Q EMBEDMENT 1 T- 1/4- MAX. SHIM SPACE SHIN AS REO•D (SEE NOTES) GLAZING (TYP. SEE. NOTES) CAULK BETVEEN �� 4 WINDOW FLANGE t WOOD BUCK DUCK t AS Y HAS OPENING •CONCRETE. OR \ CAL --K BETWEEN MASONRY BY OTHERS VODD BUCK t MASON<Y OPENING HCTIO N A— A BY OTHERS i NOTES; 1) SHIM AS REO.O AT EACH INSTALLATION ANCHOR WITH LOAD SE -PING SHIM. MAX. AL!OWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' DIA. TAPCON INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EM EDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6 FROM CORNERS & 24 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD 8E FILLED WITH /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. A) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENGTH TO' ACHIEVE 1-3/8' Mw. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE SLICON12E0 ACRYLIC CAJLK 5EHINO WINDOW F;ANGE AT HEAD. SILL JAMBS. 6) USE SLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW Fl -ANS--. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO OUALIFIED. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA. EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CCNFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000, 1750, & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE -MULLION INSTALLATION SHEETS FOR REOUIREM•NTS. WINDOW WIDTH' A INSTALLATION. ANCHOR 3/16' - D!A. TAPCON WINDOW HEIGHT SHIM AS REO'D. B B I, NOTES) A �T L 1/: MAX. EXTERIOR ELEVATION SHIM SPACE L�• .. SHIM AS REO'D (SEE NOTES) WINDOW FRAME JAMB GLAZING (TYP. SEE NOTES) l/A' MAX. -r: 1..�- SHIM SPACE . Q PERIMETER CAULK —� BY OTHERS EXTERIOR FINISH J BY OTHERS VINDOV WIDTH I-I/A' MIN. EmBCDM.ENT ONE BY WOOD BUCK BY OTHERS INSTALLATIDNANCHCP. 3/16' DIA. TAPCON WINDOW MOTH A A EXTERIOR ELEVATION ..�•®• `:r C INTERNATIONAL, INC 1-1/4, MIN. �g,��,' ��i�a(+_ FLORIDA EXTRUDERS SANFORD, FLORIDA DEMBEDMENT 9A4+L `��-N` % ONE BY WOOD �(SryVrlll 1 h 1• TITLEFLANGE INSTALLATION DETAIL CONCEaTE HEADER V/1 By RUCK BUCK BY OTHERS -R FIXE 1750 S 20F SE DESIGN_ D WINDOW' 1000, .o RIES I, cEc� DRAWN BY: BB APPROVED BY: l�s� s �}} ! 1 ��I�'j' U l 1r=3�� DATE:02/12/02 SCALE: NTS DWG.: FLEx0035 I CAULK BETWEEN DUCK t AS Y HAS OPENING C BY OTHERS J )I I CAULK BETWEEN vIN30V FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS SECTION B -B WINDOW MOTH A A EXTERIOR ELEVATION ..�•®• `:r C INTERNATIONAL, INC 1-1/4, MIN. �g,��,' ��i�a(+_ FLORIDA EXTRUDERS SANFORD, FLORIDA DEMBEDMENT 9A4+L `��-N` % ONE BY WOOD �(SryVrlll 1 h 1• TITLEFLANGE INSTALLATION DETAIL CONCEaTE HEADER V/1 By RUCK BUCK BY OTHERS -R FIXE 1750 S 20F SE DESIGN_ D WINDOW' 1000, .o RIES I, cEc� DRAWN BY: BB APPROVED BY: l�s� s �}} ! 1 ��I�'j' U l 1r=3�� DATE:02/12/02 SCALE: NTS DWG.: FLEx0035 I ONE BY DUCK BY CIMERS CAULK 3ETWEEN WINDCV - FLANGE L SHEATHINC PLTIOOD G'*P.)—� By CTnERi \ EXTERICR FINISH BY OTHERS PERIMETER CAULK, By OTHERS VINCOV FRAM — HEAD WINDOW HEIGHT EXTERIOR VINDOV FRAME SIL_ FEi1METER CAt)LK. BY OTHERS EX-ER:CR -� F;�ISH "AY CTHERS SHIM 4: P.EO'D (SEE HUES) GLAZING (TTP.' SEE NOTES) SHIM AS REO'D (SEE NOTES) INSTALLAT:ON ANCHOR co SCREW BUILD ODIN BY OTHERS N f, TO SILL) 1 SHIM AS PEO•D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4', 2) WINDOW FRAME MATEA:AL7 ALUMINUM ALLCY 6063. F-� 1-3/8- MIN. 3) TAP CON INS ALLATICN ANCHCAS AT SILL MUST EE OF SUFFICIENT LTH. TO AC.`41E/E I EmSEOuENT MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRL.L. 110 INSTALLATION SCREWS AT HEAD h JAMES MUST ?E OF SUFFICIENT LENGTH TO ACMI"LVE 1-3/8 MIN, EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOUIRED. INSTALLATION ANCHORS k SCREWS TO BE PL4CED 6 IN. FROM CORNERS S 24 IN. D.C. MAX. A) USE SUCCINZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD, SILL k JAMBS. SJ USE SiLICONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/4' MAX. 6) GLASS THICKNESS MAY VARY PER THE R-OUIREMENTS OF ASTu E1300 CLASS $MIM SPACE CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS -IS ALSO QUALIFIED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY 07HERS. SUP -D DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINLOW SHOWN. THIS PRINT ALSC APPLIES TO FLORIDA EXTRJCERS 1750 SERIES h 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS, IT IS NOT INTENDED TO LIMIT USE OF TPus PRODUCT TO THESE TWO CONFIGuW.iONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000, 1750, h 2000 SERIES DESIGNER FIXED W.NOOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUREMENTS. SUCK HEIGHT --� 1/a- MSA. SHIM S%ACE EXTERIOR ELEy^'ION CAULK BETWEEN d G d VINO01 FLANGE Q _ i3ONE BY WOOD ^�*�� i FL®'M A B.0. F. ) 3UCK \ L1 -SE uIn `I11Lta.1. illlJts CAULK BET: EEN EM9EDuEn II� WOOD }.^K A a'� AC u3 ER NAS: nASO.p., ?ENING ONE -AT VCOD r-• 1 3Y OTHERS - BUCK BY OTHERS F I - • r -. 4- X +�., . CONCRETE �3 DR GFC'TION A -A AM11 1'X M4SONR• - - INSTALLATION ANC?V! BY ,OTHERS 3/16' DIA. TAPCON BUCK WIDTH TVD BY FRAMING BY OTHERS SHIM AS 2EC'D (SEE NOTES) y MIN. EMBEDMENT 7/4- MAX. SHIM SPACE CAULK BETWEEN TIC BY BUCK A.CCNCRETE By CTMERS INSTALLA-IZN ANC.tiCR co SCR_. L4':NDOV FRAME ' \ X.I CALLK BETICEN JAMB � VINDOV FLAMGE 6 V=D BUCK GLAZING CTYP. SEE NDTCS) \ d a CONCRETE OR MASONRT PERIMETER CAULK BY OTHERS BY OTHERS WINDOW WIDTH - - EXTER:CP. FINISH SECTION B—B BY OTHERS hw IT - WINDN WIDTH WINDOW HEIGHT e e I A. +_ EX-EFfc= E' t-;VA.TION -a= . wuc, ,uG.nac• �G. •a .Gc4.. a•S A. o. srn xx-c•.rov. rw:n. v�.. we o a<: -aa: ru ..^.-oM 1• MIK —rJ iI//' HAx. NS INSTALLATION E�5;iAtM ' SHIM SPACE ANCHOR SCREV (TYP:) CAULK BEHIND FIN TWO By FRAMING SHIM AS REO'D. BY OTHERS TWOSHE<TMING(SEE NOTES) DOWN pY C'HERS OW BY BUILD N BY OTHERS CAULK BEHIND FIN FIN FRANC JAMB O c5 IIB INSTALLATION I SHIM AS REO•D. 1) SHIM AS REO.O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING ANCHOR SCREW (TTP,) I (SEE NOTES) SHIM. MAX. E MATERI SHIM STACK AL BE 1/4-. GLAZING cTTP.� 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) L_ }) USE SILKONIZED ACRrjC CAULK BEHIND WINDOW FN AT HEAD. SILL 'h JAMBS. - r nIK 1/�' MAX �<� USE SILICONQED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF EMICCCNi SM1M SPACE "N00W FRAME. � � . 1 S) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM GL CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUAOUA LIFIED.D. SHEATHING. 6) SCREW ANCHORS AT HEAD. SILL k JAMBS SHOULD BE IS SCREWS OF SUFFICIENT BY OTHERS E LTM. TO PRONC£ WIN. 1 IN. WIN., EMBEDMENT INTO WOOD FRAME. PLACE /B -EXTERIOR FINISH SCREW ANCHORS .6- FROM CORNERS AND 24' O.C. MAX.. EXTERIOR BY. OTHCRS o 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY ExTCjIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY 1 BY OT HERS - TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. L PERIMETER CAULK 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO PERINETfR CAt>LK BY OTHERS APPLIES TO FLORIDA EXTRUO£RS 1750 SERIES k. 2000 SERIES. - f— VINBDV VIB'H—.- 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF Br. OTHERS THIS PROOUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN. FRAME HCADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000, SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B -B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SEE NOTES) EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS tB INSTALLATION -� ANCHOR SCREV (TYP.) SHEATHING —� BY OTHERS . -FIN FRAME SILL SHIM AS REO'D.— (SEE NOTES) I• MIN iI EwKpENTT--'-moi alCTION A -A I L SHIM SPACE EXTERIOR ELEVATION TWO BY FRAMING BY OTHERS CAULK BEHIND FIN CEN b*3' ' 2002 )W IT A -� EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL, , RIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOV 1000, 1750. & 2000 SERIES DRAWN BY: BB APPROVED BY: DATE:02/14/02 SCALE:NTS DWG.: FLEX0037 M[..Rl F, I.OAir r(CrppGr CAw• ri Mi[6+r>ati A,vO. ACR ri. M:�tH,N. R05h ltlK �P< rf b54M1 •u Mf AC!•r%i /3 CONCRETE OR SHIM AS RE'C'D MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE L WOOD BUCK CAULK BETvEEN PERIMETER. WOOD BUCK b CAULK BY MAj'Y. OPENING BY pTHEKS OTHERS ' STUCCO BY• pTHEKS it IINSTALLATION ANCHOR Bfl SCREW (TYP, WHERE TAPCONS ARE NOT REO'D.) SLIDING GLASS =2 FRANC SILL e -INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR Ba SCREW (TYP. WHERE ONE BY WOOD TAP --ONS A<E NOT REO'D.) BUCK BY OTHERS 1 1/4' MIN. F EMBEDMENT . . SLIDING GLASS DOOR FRAME JAMB D . SLIDING GLASS DOOR FRAME HEAD 1/4' MAX. SHIN SPACE �J TEMPERED GLASS (TYP.) - DOOR HEIGHT i 1 � EEMBEDMENT A 1-1/4' M,N. A D _ TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS - 4 S.G.D. WIDTH /1' M.:X. SHIM SPACE j CONCRETE OR �1 1/4' MIN. MASONRY OPENING EMBEDMENT BY OTHERS ONE BY WOOD- CAULK BETWEEN BUCK BY OTHERS INSTALLATION ANCHOR W000 BUCK b " I 3/16' DIA. TAPCON '. HAS Y.,OPENING BY OTHERS CAULK.EETvEEN CAULK BETWEEN SLIDING CLASS DpE2 HOOK STRIP b WOOD BUCK b HOOK $TRIP WOOD BUCK MAS'Y. OPENING G BY OTHERS t SHIM AS RED'D. .! . I (SEE NOTES) 1-I/4' MIN. EMBEDMENT d t r , 4 INSTALLATION-ANCHCR 3/16' 'DIA. TAPCON Q CAULKBETWEEN DOOR FLANGE tWOOD BUCK, ONE By WOOD I BUCK BY'OTHERS CONCRETE OR MASONRY OPENING STUCCO .BY OTHERS BY OTHERS , u CO j ,�7�T + /�� O. B•OA� •(TYP.) ED GLASS *4A Vr AVl 1RER (TYP.) �•- 'SLIDING GLASS DOOR __y_r )�erINTERLOCK MASTER FILEHOOK STRIP • DETAIL # _ � � . _ ' _ T : U DOOR MATERIAL: ALLOT 6067. 2) TAPCON TYPE INSTALLATION ANCHORS MOST BE OF 111111CNi LENGTH TO ACHIEVE HIM. CMBEpCNT OF 1-1/4'. INTO MASONRY DR CONCRETE. 3) -ALTERNATE TAPCON INSTALLATION' ANCHORS.FRONT TO BACK IN ALL rRAME MEMBERS. - _ 4) TAPCOn ANCHORCHARYON BACK OF THIS SKEET. - - 5) USE SILICOMIZED ACRYLIC CAULK BEHIND DOOR FLANGE ATHEADt JAMBS." 6) USC SILICONIZCD ACRYLIC CAULK FOR PER:NCTERSEAL AROUND EXTERIOR OF-O(XLt 7) IF EXACT DOOR SIZE IS NOT LISTED 1N ANCHOR CHART. USE ANCHOR' OUAHTITT LISTCD v,TK NEXT LARGER S12E.'rORTKE APPROPRIAOR TE 'Df SIGN PRESSURE RCO'0. - " B) FOR POCKET DOOR SIZES USE CLOSEST !'PASS DOSIZE i COr61GuRATION TO FINISHED OPENING PLACE-TAPCONS. IN FRONT OF HOOK STRIP AS SHOWN .. ... . 9? GLASS THICKNESS MAY VARY PER REOUIREMENTS OF.ASTM.E1300 GLASS CHARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED. FOR TAPCON ANCHOR SNOULD BE FILLED- VITN AD SCREWS" B g Or S FrICIENT LENGTH TO PROVIDE MIN. 5/0' ENBCOMENT INTO WOOD BUCK. D DOOR UNIT IS APPROVED USING TENPEREa GLASS IN SINGLE GLAZED OR INSULATING CLASS. 12) JAMB / SILL.CDRNERS ARE TO BE SEALED V1TH A SMALL JOINT SEAM SEALER. 11) SHIN AS RE O.1 AT EA. SETOFINSTALL.: ITN ANCHORS. w ALLOVABLL SKIN STACK TG BE 1/A•.. - 14) ALL INSTALLATION ANCHORS MUST BE HUGE OF CORRO%ION RESISTANT MATERIALS. 151 WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BAC✓. OF THIS SHC-T.' 16) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. WVEVCR INSTALLA71M SECTIONS 'A -A•, -•B -B', t WOK STRIP DETAIL APPLT TO INSTALLATION OF ALL APPROVED. CONFIGURATIONS. 17) INSTALL 'OH: TAPCON IN CACH PAIR (IFF.ZTOR_T APPLIED INSTALLATION HOLES UNLESS RCTED OTHERWISE ON ANCHOR CHART. SEE BACK OF THIS WET.' ' 107 FLORIDA EXTRUDERS 1000 SERIES SLIDINC.CLASS DOOR 1S SHOWN. THIS PRINT ALSO APPLIES TO . .. 2000 SERIES AND 500 SCRIES _..... .. :... .`. A— . EXTERIOR ELEVA"ON 2:PANEL DOOR SH3WN LIBERALLY APPLY .. - - ? - F .L U I \' 1 -U h INT:. INC. SANFORD- FL. CAULKING UNDER SILL j_ INSTALLATION ANCH^_R - " - OR SET SILL IN BED OF CONCRETE 3/16' .C;a TAPCON TITLE: SLIDING GLASS .DOOR SFCTIDN A= : INSTALLATION WITH TAPCONS A DRAW N.BY: BB APPROVED BY:. DATE:10/25/01 SCALE: NTS JDWG ;:FLEX0021 •., .. ..r..nrn .. A.narr a 4PM vA7)!)x [rtF)MFN)G- IN[_ 250 INT[RNATIpMt '<V�., SVITE :50, riATNR•OV. %OR::A. )27.4..107 -BCS -0345 TAX 407-6:5-03N 1 INSTALLATION ANCHOR '�-- DOOR WIDTH SHIM AS RE•O'D K8 SCREW SHEATHING (SEE NOTES) BY OTHERS CAULK BETWEEN TWO BY Vpp➢ SLIDING GLASS DOOR FLANGE L SHEATHING BY OTHERS DOOR FRAME JAMB i111/4' MAX. SHIM SPACE 1 (1;Af EMBEDMENT TEMPERED GLASS STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS - PERIMETER CAULK BY TEMPERED OTHERS - CLASS (TYP.) S_ `-' •` DOOR rdA.I`It HEIGHT SECTION E—B twJ tli SLIDING, GLASS. DOOR FRAME SILL D MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN. /— BY OTHERS INSTALLATION ANCHOR 88 SCREW TWO BY WOOD BY OTHERS CAULK BETWEEN HOOK $T RIP L SHEATHING SLIDING GLASS DOOR SHIM AS REO'0. HOOK STRIP Ix/ (SEE NOTES) INSTALLATION ANCHOR 1-1/8 nIN 88 SCREW. EMBEDMENT CAULK BETWEEN DOOR FLANGE L SHEATHING SHEATHING BY.OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO (TYP.) STUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING CLAS$ DOOR - INTERLOCK - .. _.. HOOK STRIP DETAIL 1)) DOOR MATERIAL: ALUMIN:i! ALLOY 6863. ....: ,._ 2).9 INSTALLATION SCRCVS MUST BE OF'SLFFICIENT LENGTH TO ACHIEVE MIM. CMBEDENT (IF 1-1/8:. INTO VOOD..YAPCON-TTPE, INSTALLAT13N ANCHORS AT, SILL MUST BE Or StffiCtENT LCNGTM TO ACHIEVE MIM O M EMBEDMENT Or 1-1/A', INTASONRY-OR-CCHERETL 31 INSTALLATION ANCHOR CHART ON BACK Or THIS SHEET. - - - u USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L 'JAMBS. 37 USE SiLCONZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND ExTERIOR Or DOOR . 6) IF EXACT DOOR SIZE IS HUT LISTED IN ANCHOR CHART• USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGNPRESSURE. RED.D..-' 7). FOR POCKET DOOR SIZES USE. CLOSEST BYPASS DOOR. SIZE L COWIGURATION-TD rIMSHED OPENING PLACE INSTALLATION ANCHORS. IN FRONT Or HOOK STRIP AS SHOVN. 81 GLASS. THICKNESS My VARY PER REOu1REHENTS OF ASTM C1300 GLASS CHARTS 91 .DOOR WIT IS APPROVED USING TEMPERED. GLASS IH SINGLE GLAZED OLA R INSULATING GSS. 10, JAMB / SILL CORNERS APE TO BE SEALED vITH A SMALL JOINTSCAN SEALER 11 7 SHIM AS REO"D. AT CA SET Or INSTALLATION A.CMORS. MAX. ALLOVABLE. SHIM STACK TO BE 1/4'. 121' ALL INSTALLATION ANCHCPS MUST BE HALE OF CORROSION RESISTANT MATERIALS _ 13) vMCRE 'x• REPRESENTS rOWING PANEL AND -W REPRESCNTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON. ANCHORCNART ON BACK Or THIS SHEET. . IH1 T ALL COIGURATJONS LISTED ABOVE ARE S�OVN THIS DRAVING. MW EXTERIOR ELEVATION SECTIONS A -A , •B NUNWEvCR IMSLIUTICW ^r L HOOK STRIP DETAIL AP -%.y TO INSTALLATION OF ALL APPROVED EMBEDMENT. P D 1-1/!' MIN. CONFIGURATIONS. A - 2 PANEL SHOWN 131 FLORIDA EXTRUDERS 1888 TCR{ES AIDING GLA S DDDR IS SNUy1a THIS PRINT ALSD APP ICS TO A - .. , . 2ODD SCRIES AND 380 SERIES. LIBERALLY APPLY CAULK144 UNDER SILL .... .. OR SET SILL IN BE - 'INSTALLATION ANCHOR OF. CONCRETE 3/16' DIA: TAPCON... SECTION A -A. F 12002 I DESCRIPTION DATEIMI F 0 P I D A: T RINC RS SANFORD F.L. TITLE: SLIDING. GLASS.: DOOR INSTALLATION' WITH #8 SCREWS" DRAWN' BY:. BB ., ;.- ', APPROVED BY: ATE: 12/17/01 !SCALE: NTS JDWG JFLEXN2.7 SHT 1 OF MOrPAAN9 h. Ata DUCr L AIALIC.TMN CNGEMOCRUNG. INC.• 230 INTER)ATIONAL PKWY- URIC 230. HC*TMlbv. rLCR:M. 327.6..07 -LOS -0363 !AK A07-9RS-6366 1000 P.V✓DESIGNER APPLIES TO HEAD k SILL WHERE 1' X 4' 1000 P.V✓DESIGNER & 2' X 4' TUBE MULLIONS ARE USED SILL (TYPJ SILL CTYPJ AUXILIARY PLATE D AI C -ffOR ADDITIONAL ANCHOM. WHEN REQUIRED) #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SNS TAPPING SMS SHEATHING I X 2 X 1/8 1 X 2 X 3/8 -- TUBE MULLION TUBE MULLION � 0 SEALANT BETVEEN INSTALLATION ANCHOR #8 WOOD . WINDOW FLANGES . SCREW (TYPJ L MULLION .. . EXTERNAL MULLION INSTALLATION CLIP . SEALANT BETWEEN #8 X 3/4 'SELF _ _ TWO BY WOOD WINDOW FLANGES #8 x'3/4 SELF \ BUCK BY OTHERS L MULLION 1000 S.H.TAPPING SMS ` 1000 S.H. TAPPING SMS HEAD (TYPJ HEAD (TYPJ 1000 P.V./DESIGNER SEALANT BETv£EN - SILL (TYPJ -- MULLION WINDOW FLANGES SECTION A -A (1-) SECTION' A -A (2) L MULLION - - - APPLES TO HIM & SILL WHERE 1' X 2' 1000 P.W✓DESIGNER 1000..P.WJDESIGNER #8 X 3/4 SELF -a: 1' X 2 7/16' TUBE MULLIONS ARE USED SILL (TYPJ SILL (TY.PJ.. TAPPING SMS AI P. #8 X 3/4 SELF 2 X 4 X 3/8 #8 X 3/4 SELF TUBE MULLION TAPPING SRS TAPPING SMS 1X27/16X1/8 1 %27/16X3/ TUBE HULLION / TUBE MULLION INSTALLATION ANCHOR SEALANT BETWEEN #8 WOOD. SCREW WINDOW FLANGE ` �cTnv.� ..... ... L MULLION - . - Hma. CLIP SEALANT BETWEEN- - - - - � . VDIDOV FLANGES L MULLION - - L 1 1/8` MIN. - EMBEDMENT t lie MIN. . - EMBEDMEN, - #8 X 3/4 SELF 48 .X 3/4 SELF 1000 S N TAPPING SHS IOOO S.H.TAPPING SMS HEAD (TYPJ' HEAD CTYPJ #8 X 3/4 SELF .. TAPPING SMS PATI C r — A SEALANT SETVEEN SECTION A—A (3) SECTION A—A (4) - WINDOW FLANGES 1000 S.H. L MULLION ISEAUNT BETWEEN .W - .... HEAD L (TYPJ .. ` ... 1000 P.VJDESIGNER 1000 PESIGNER vO+Dav FLANGES JD - SECTION A -A J r SILL (TYPJ MULLION SILL CTYPJ LF A �+ A I #8 X 3/4 SELF TAPPING SNS 1/8 TAPPING SMS Y► B. ®� s SII II I TUBE MULLION TUBE MULLINIR��' "i' 1W1 ur A 6 FLORIDA EXTRUDERINTERNATIONAL• - INC �t A Fla, # S SANFORD FLORIDA TrrLE: SER:.: 1000/1500 FIN SHEET_ 1_.OF 2.. -TRIPLEHORIZONTAL MULLION SECTIONS \_#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SECTION A -A (5) i #8 X 3/4 SELF i000 skl TAPPING SMS SEE OTHER SIDE (SHEET .2 'OF 2) OR HEAD (TYPJ DESIGN PRESSURE, CAPACITIES.. SECTION A -A (6) i F ZCGZ DRAWN BY: MSH APPROVED BY: DATE:2/6/02 I SCALE. NTS = DWG.: iHMFINTR y . SEALANT BETWEEN 1000 P.V./DESIGNER TYPICAL MUWON TO CONCR't�TE O JAMB SEALANT FLANGES SILL .w./D (APPUES TO JAMB WHERE I' X 4' DETAIL LVIMDGV MULLION 1000 P.V./DESIGNER k 2' X 4' TUBE MUWONS ARE USED) Q SILL (.TYPJ I #8 X 3/4 SELF #e X 3/4 SELF TAPPING SNS TAPPING SMS CONCRETE OR MASONRY —� BY OTHERS INSTALLATION ANCHOR 3/16' DIA. 1 X 2 X 1/8 1 X 2 X 3/8 TAPCON SCREV ANCHOR (TYPJ TUBE MULLION TUBE MULLION EXTERNAL MULLION SEALANT BETWEEN ONE BY VOOD INSTALLATION CLIP VINDOV FLANGES �'Y^�L FLO.MA B.®.A.F. BUCK BY OTHERS i MULLION MANUFACTURER NAME:N_l #8 X 3/4 SELF / - MULLION TAPPINGS S 1000 S H TAPPING SMS blA'SITR F 6 HEA SJi. HEAD (TYPJ HEAD (TYPJ SEALANT BETVEEN SECTION A—A (Zl WINDOW FLANGES SECTION A—A (1 ) L MULLION 1000 P.V./DESIGNER 1000 P.V./DESIGNER 1000 P.V./DESIGNER SILL (TYPJ SILL ('T Y' SILL (TYPJ Q #8 X 3/4 SELF OT*'AP F #8'X 3/4 SELF TAPPING SMS 1 X 2 7/16 .X 1/81 X 2 7/16 X 3/8 TAPPING SMS TUBE MULLIONTUBE MULLION 2 B 4 X 3/8 1 BED MIN. TUBE MULLIpN EMBEDMENT . ... .. SEALANT.BETWEESEALANT BETVEENVINDOV FLANGESWINDOW FLANGE L MULLIONL MULLION__ #8 X 34 SELF Lr A #8 X 3L4 SELF � 1000 S.H. TAPPING SMS �1000.St1.. TAPPING SS HEAD (TYPJ HEAD (TYPJ - SEatArrt BETVEEN SECTION A—A (4)SEALANT FLANGES, SECTION A—A (31 / #8 X 3/4 SELF L MULLION TAPPDVG'SMS 1000 PW /DESIGNER . SEALANT BETVEEN . 1000 P.V✓DESIGNER SILL (TYPJ WINDOW FLANGES SILL <TYP.) 1000 S.F1- L MULLION _ �.:. HEAD (TYPJ #8 X 3/4 SELF #8 X 3/4 SELF ELEVATION TAPPING SMS TAPPING SMS I X 4 X 3/8 S I N A—A 7 VIEWED FROM..EXTERIOR TUBE MULLION TUNE MULLION INTERNATIONAL; .INC - FLORIDA EXTRUDERS sANFORD, FLORmA - - TME: SER, 1000/1500 FLANGE SHEET 1. OF 2 i TRIPLE• HORIZONTAL MULLION SECTIONS.';: SEE OTHER SIDE <SHEET 2 ❑F.2> FDR #e x 314 sELF ae x 3/4 SELF DESIGN.,P..RESSURE CAPACITIES TAPPING.SMS . ` TAPPING SMS. 1000 S.H. `--1000 S.K .. . j Z�C2 DRAWN BY: MSH APPROVED HY: HEAD (TYPJ ..HEAD (TYPJ SECTION A—A (51 .. :�_ ;SECTION-'A—A (6i.. DAZE:2/6/02 scA1E NTS D1fG.: 1HMFLGTR 1000 P.VJDESIGNER SILL .(TYP.) #8 X 3/4 SELF TAPPING SMS 1X2X1/8 TUBE MULLION .SEALANT BETWEEN WINDOW FLANGES- . i MULLION' 1000 P.W./DESIGNER APPLIES TO HEAD k SILL WHERE 1' X 4' SILL (TYPJ AUXILIARY PLATE & 2' X 4� TUBE MULLIONS ARE USED (FOR ADDITIONAL ANCHORS; HNEN REDUDZED) AI #8 X 3/4 SELF 0 TAPPING SHS SHEATHING I X 2 X 3/8 0- 0 TUBE MULLION — — .r - INSTALLATION ANCHgR #8.WOO.D — NULUDN SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP -- I' TWO BY WOOD SEALANT BETWEEN U#8 X 3/4 SELF#8 X 3/4 SE BUCK BY OTHERS WINDOW FLANGES � TAPPING . SMS 1000 S.M. TAPPING SMS ' °jam' �` '�^ L MULLION 1000 S.H. HEAD (TYPJ HEAD (TYPJ b�Tl U AlC�'i RER Tila.� MULLION — , SEALANT LANCES - - SECTION A—A (2) - vtHDav FLANGES .SECTION A—A (11 �to/1!�•4 U ERS _:. . L MULLION .. - - - .. lIE.AT ILI 1000 P.WJDESIGNER (' 1000 P W /DESIGNER v ..V = # / SILL (TYP) f SILL (TYP) Yf �(Ow....:.. �. �t • DETAH c� - . #8 X 3/4 SELF I #8 X 3/4 SELF 1000 P.V./DESIGNER A TAPPING SMS TAPPING SMS SILL (TYPJ j 1X27/16 X1/8 1X27/16X38 l A TUBE MULLION TUBE MULLION #8 X 3/4 SELF TAP PING SMS L_._ 2x4x3/8.. r TUBE MULLIONi SEALANT BETWEEN 1 1/8' MIN • WINDOW FLANGES . EMBEDMEN - . _ ..:. _L -_MULLION. ... .. ._.. - AFVATX)N .. - .: - .:'. SEALANT BETWEEN .. ..... .. .....-.:... ... ..._. VIEWED � FROM EXTERIOR WINDOW FLANGE ..:. _ - _.: �.. L MULLION APPLIES _:' DETAIL B #8 X 3/4 SELF #8 X 3/4 SELF i CAT a" ' Mu _ . HEAD k SIIL� WHERE 1 x 2" /16",.TUBE L110N5 HiE USED `1000 S.H.' TAPPING SMS _ 1000. S.H. TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT BETWEEN SECTION :A—A .(3) SECTION A—A (4) U+sLALLATION ANp1OR - � .... s8 VODD.SCREW WINDOW FLANGES - - _ - - L MULLION (TTP . 1000 P.V./DESIGNER . SEALANT BETWEEN 1000 P.WJDESIGNER `\ �NORIL CLIP. SILL (TYPJ WINDOW FLANGES, SILL (TYPJ ` #8 X 3/4 SELF L .MULLION - TAPPING SMS - _ _ . #8 X'3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPPING SMS —1000 S.H. SECTION' 'A—A (%) 1X4X3/8 /'"1 X 4 X 1/8 HEAD (TYPJ � ENBEDNENT (�y9j / TUBE MULLION TUBE MULLION I I • INTERNATIONAL, .INC -#8 X 3/4 SELF TAPPING. SMS. `-1000 SN r HEAD (TYP.) - SECTION A—A (5) P FLORIDA EXTRUDERS SANFORD, FLORIDA p;'2Y TITS SER, 1000/1500 FIN SHEET 1 OF 2 ..' T IrsTG� TWIN 'HORIZONTAL MULLION SECTIONS - s :SEE OTHER SIDE (SHEET 2 OF 2) F❑R #8 X 3/4 SELF DE . . SIGN PRESSURE CAPACITIES TAPPING SMS s. 1000 S.H. r : HEAD YTYP.) ... �-}8 r _ ?QOj. ~: $AWY BY: M$H _ -'APPROVED BYc SECTION A—A (6) - `�-'DnTE:2/6/02 SCALE: NTS nwc.: 1HMFINTW �9 V,I.Nl!LlV FLANGES L MULLION -CCC P.1/DESIGNE4 I SIL'_ fTYP) ka x 3/4 SE! - F TAPPING SMS 1:x2 x f T ;:Z MULLION SEA ANT VINXV F & M-JLLIC-N kS X 2/4 SELF T _irlc-o S.W. TAPPING SMS S:A: _k'T BETWEEN VjN3O-,/ F: - , A%ZIES S,QT10 A—A (1) f SIL (TYP.) I 96 X 2/4 SELF TAPPING SMS I X 2 7116 X 1/6 N lnnrmr___'Tlr_ll TUBE MULLION SEALANT 2 W',NrOV Fl. L MULLION '\—#S X 3/4 SELF !000 S.H. TAPPING SHS HEAD 'TYP.) SEALANT BETWEEN S;7CTION A—A. Q) VINZOV FLANGES L MULLION F-1000 P.V./DESIGNER -. SEALANT BETVr�N ( S - .LL (TYP.) WINZOd FL, tb- X 2/4 SELF L M(P-LiON TAPPING SMS X 4 X 1/8 lrnrvf--Wvl T 3E HL;LLioN P.I.I./I)ESIGNER 1 �,P!CAL MULLJON TO CONCRETE 0 jA.IAS l,(APPLjES TO JAJV2 WHERE I" X 4' SILL (TYP.) & 2' Y A' TUEE MULLJONS ARE USED) X 3/4 SELF TAPPING SMS CCNCRETE OR MA=NRY BY OTHERS x 2 x 3/3. Lm wj BU�-K 51 OTHERS i. UN 1 FLopz)A T NAM: 4-'q x 4 S -L rke �. IC: n S PP -H TAI..;SMS St,,Ti N A—A. (2) locl '7.-',/ /:-ESIGNER INSTALLATR:iN ANCHOR.346' DIA. TAPZ;-:-`� SCREW AN.C�;_rR'(7yP_' EXTERNAL MULLICN ::.INSTALLATION CLIP; -ULLEZ!N F SILL (TYP.) S.LL %I T. /—_,a x 3/Z SEL7 0 IQ 1 TAPPING SMS f ---S X 3/4 SELF 7, I X 2 7/16 X 3/8 TAPPING SMS TUBE MULLIO,,,, 2 X 4 x 3/8 /4' MIN.. u BE U'Ll I'DI'l EM_ BEDMENT SEALANT SETwEEN VINZOW FLANGE. - L ML"LLION . !8 X 3/4 SELF "Coo S.H. TAPPING SMS HEAD (TYP.) j SEC,ON A—A (4 r-,0001 P.W./DESIGNER SILL ITYP.) #LX 3/4 SELF TAPPING SMS /-I X 4 X 3/8 / %DLE V�;LL12'N' N A \_as X 3/4 SELF lac -0 S.H. TAPPING SMS '30C S.H., 7APPINC SMS HEAD (TYP.) SCCTION A --A SECTiON A=A 16) 3. #e X 3/4 SELF TAPPING SMS 1003 S.H. HEAT, 'YP., SECTION A—A (7 m TAI' R� 7- A Ef EVAT'iQ VIEWED FROM EXTERIOR : TrIU: S C.R. 1000/1500 r'LANCE .,SHEET 1 0 F, 2. TWIN HO�ZONTAL MULLION SECTIONS RT '—T —R DE �:SHT. 2 OFF 2) FOR c_r_ I S Z J DESIGN PRESSURE CAPACITIES::; 2 'DRAWN BY: MSH APPROVED.BY: FEB 1.5 210 !DATE:2/4/102 SCALE: � IDWG.: lHMFLGTW /S 1000 P.WJDESIGNER SILL (TYP.) N#8 X 3/4 SELF APPING SMS 1 X 2 X 1/8 TUBE MULLION -SEALANT BETWEEN WINDOW FLANGES- L MULLION SEALANT. BETWEEN \_#8 X 3/4 SELF L INNDOW FLANGES. - 1000 S.H TAPPING SMS SEALANT BETWEENN EAD (TYP.) WINDOW FLANGES SECTION 'A -A Llj.- 6 MULLION - Lj r 1000..P.WJDESIGNER SILL CTYPJ / #8 X 3/4 SELF NAPPING SMS . 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETVEF WINDOW FLANGE: L MULLION. r 1000 P.WJDESIGNER AUXILIARY PLATE APPLIES TO HEAD & SILL WHERE 1" X 4' J SILL (TYP.) *-OR ADDITD)NAL ANCHORS. WHEN REQUIRED) .-.. & 2" X 4 TUBE MUWONS ARE USED r1J #8 Q' X 3/4 SELF AI C TAPPING SMS _ SHEATHING . O O - TUBE MULLION 0 INSTALLATION ANCHOR #8 VOOD. SCREW. (TYP.).,.. ..EXTERNAL MLILLION _.. INSTALLATION CLIP CENTRAL FL©-11MA B. 0.t 0 BY WOOD C #8 X 3/4 SELF K BY. OTHERS 1000 S.H. TAPPING SMS . hi4.NUFACTURER/ N HEAD.. (TYP.) SECTION A -A (Z) OR /P4 atf-laa MULLION ha.�ma FII. # 6 r1000 P.W./DESIGNER SILL (TYP.) : prTo c_� �r .A I #8 X 3/4 SELF 1000 P.VJDESIGNER --., TAPPING SMS SILL CTYPJ 1 X 2 7/16 X 3/8 TUBE MULLION #8 X 3/4 SELF TAPPING SMS .. _ 2'.X 4.X 3/8 .-. - .. .. /. TUBE MULLION l— SEALANT BETWEEN WINDOW FLANGE L MULLION..' #8 X 3/4 SELF \-1000 SA TAPPING SMS ' HEAD (TYP.) . SECTION A -A (4) 1000 P.W./DESIGNER SILL CTYPJ #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 TUBE MULLION #8 X 3/4.SELF `1000 $1{ TAPPING SMS, HEAD (TYPJ-.-.. t—A. #8'X 3/4 SELF SECTION A -A (5) 1000 SA ...TAPPING SHS HEAD (TYPJ SEALANT BETWEEN.. SECTION A -A (3) WINDOW FLANGES L MULLION 1000 P.VJDESIGNER SEALANT BETWEI SILL (TYPJ WINDOW FLANGE: L MULLION #8 X 3/4 SELF ELEVAno TAPPING SMS 1X4X1/8 TUBE MULLION r 1000 P.WJDESIGNER AUXILIARY PLATE APPLIES TO HEAD & SILL WHERE 1" X 4' J SILL (TYP.) *-OR ADDITD)NAL ANCHORS. WHEN REQUIRED) .-.. & 2" X 4 TUBE MUWONS ARE USED r1J #8 Q' X 3/4 SELF AI C TAPPING SMS _ SHEATHING . O O - TUBE MULLION 0 INSTALLATION ANCHOR #8 VOOD. SCREW. (TYP.).,.. ..EXTERNAL MLILLION _.. INSTALLATION CLIP CENTRAL FL©-11MA B. 0.t 0 BY WOOD C #8 X 3/4 SELF K BY. OTHERS 1000 S.H. TAPPING SMS . hi4.NUFACTURER/ N HEAD.. (TYP.) SECTION A -A (Z) OR /P4 atf-laa MULLION ha.�ma FII. # 6 r1000 P.W./DESIGNER SILL (TYP.) : prTo c_� �r .A I #8 X 3/4 SELF 1000 P.VJDESIGNER --., TAPPING SMS SILL CTYPJ 1 X 2 7/16 X 3/8 TUBE MULLION #8 X 3/4 SELF TAPPING SMS .. _ 2'.X 4.X 3/8 .-. - .. .. /. TUBE MULLION l— SEALANT BETWEEN WINDOW FLANGE L MULLION..' #8 X 3/4 SELF \-1000 SA TAPPING SMS ' HEAD (TYP.) . SECTION A -A (4) 1000 P.W./DESIGNER SILL CTYPJ #8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8 TUBE MULLION #8 X 3/4.SELF `1000 $1{ TAPPING SMS, HEAD (TYPJ-.-.. 08 X 3/4 SELF 1000 S,H. TAPPING SMS HEAD (TYP.) SECTION A -A (5) SECTION A -A (6) 0 /-2 1 1/8' MIN. EMBEDMENT ELEVAno VIEWED FROM EXTERIOR - - DETAIL 8 APPUES TO HERO. h SILL. WHERE I X 2' - k 1' X 2 7/16 -TUBE MULLIONS ARE USED ` .. - .. .. .....---INSTALLATION.ANCHGR :.. . , t8: WOOD SCREW .. - . RYPJ HORIL. CLIP #8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A -A U) ._U7 HEAD (TYP.) I MNL EMBEDMENT - FLORIDA EXTRUDERSERxnTTorrAi.:;INc ' SANFORD, FLORIDA Tnu:SER.:. 1000/1500 FIN SHEET 1 mOF.2 ^- HORIZONTAL MULLION SECTIONS = SEE OTHER SIDE (SHEET 2. OF- 2) FOR - DESIGN PRESSURE. CAPACITIES `' [9 YQC2, DRAWN BY: MSH AP PROVED :BY: DATE:2/6/02 SCALE: NTS DWG.: 1 HMF I N /-2 r :000 F,W./DESIGNER #9 X ?/4 SELF TAPPING SMS ory 1179 i TUNE '"ULLi_N. I / i SEA AN73ETWE'_N 1 WIND •FLANGES' L M l N _ SEA ANT T TV, El" X 314 S_ _ V:N u1 FLANGES - Tna_IN S kJLLICN G SMS 5EA.D. ~LLYN.) SEAL iT-B_; do -N WIN OV FLANGES SECTION . A–A. (1' WCC F.W./DESiGWEva SILL (TYP,) 6 X 3/4 SELF TA. SMS nrmr---nml T TUBE HULLIGN r !CC0 P.W./DESIGNER SILL (TYP.) 1) /_9q X 3/4 SID.= TAPPING SMS i ri r.`•.i6 TYPICAL MULLION TO CONCRt ii = C JAMA r (AFPUES TO JAMS WHERE 1" X 4' Q 1 : � L 2" X 4' TUBE MULLIONS AR -E JSEO; CONCRETE CR MASONRY I BY CMA ERS � + • I 1 i II GNE Y WGCD-/ t BuC< B" OTHERS Q I i \ CENTRAL: FLOREDA . B. O. A. F TAPP'N/ 4SMS IYU iJi ACT ll ER .1\� �.. f � ICC. HEAD (Ti P.) �GdR/D.4 �X7-J?uDERS • . .. SECT!CIF: A–A {2) MASTM FELIE r- 1000 W./ LESIGNER l SILL (TYP.) #° X 3/4 SELF ^11010 P.V./DEsIaNER TAPPING SMS 1SILL (TYP.). /// 1X27/15X3/a + TUBE MULLION I � «2.X 3%< SELF TAPPING SMS ;ETIL i INSTA LAT!GN ANCHGR 3/!6' DIA. TAPCON SCR ---V ANChTi :TY?.) Ex TERNAL MULLION IP4TTA LA, i N CLIP . 11°,'lLION i 1 � . i I i a t � I EHnnDD'ENT - 2 X 4 X - 3/a SEALANI BETVEEN TUBE MULLiGN W'MU NO^_V FLANC•ES - -. L MULLION SEALANT BETWEEN _ ALTA/Fi - VINDOV FLANGE 8� M:U_WN 1 \-#e X 3/4 SELF 02 X 3/4 SEL= . 1000 SM. TAPPING SMS �--1000 S.N. TAPPING SMS HEAD.(TYPJ HEAD (TYP) SEALANT BETVEEN SECTION A—A (3) SECTION A—A (4) WINDOW FLANGES L MUILLIO` \ I I r-11000 F.W./DESIGNER SEALANT BETVEEN (-1000 P.W./L'ESIGNER SILL (TYPJ WINDOW rLANGES SILL (TYP) ��-#C X.3/4 DEEP L MULLION I }' tF r ,u, ELEVATION \ i M6 X 3/? SELF r -k6 X 3/4 SE�r _ \ _ TAPPING S S TAPPR,rG SMS TAPPING SY.S \ Il VIEWED FROM EXTERIOR /-I x 4 x lie 1 x 4 x 3/a —1.000 S.H. SECT ION A–A, (7) I IUBL MULLILIN / 1JLL PIVLLi—. ._ . .. i IVTERNAT FW INC FLORIDA EXTRUDERS SANFORD; _FLORIDA a iTITLE: SER. 1000/'_5001 Fi ANGE SHEET, 1 O 2 HuR 1 Z0 N' AL MULL I :J,4 SC_v • 10NS \ ` I SNC J1 H R S J= l SH i C ur 2i - r LR `«8 x 3/4 SELF \� "8 x 3/4 SELF i DES = uN PRESSURE . LAPAC I T. I ES TAPPING SMS "APP:".G SMS iD00 S -L :0CA0nS'r. ;DRAWN BY: MSH APPROVED HY:. .HEAD ,TP.) Hc.. (=.) 7r! '.t1U, /moi SFCT•i.": A n (E; r �>i..15.23-02- DATE:ri ./�� SCALE: NTS. DWG: 1HM,FtC .i., .,.. A. -n -1 J,.. .�. .. ... .. m 1000 S.M. 1 X 2 X 1/8 1000 S.H. i X 2 X 3/8 TWO BY WOOD DETAIL C JAMB (TYPJ TUBE MULLION JAMB (TYPJ TUBE MULLION BUCK BY OTHERS #8 X 1/2 SELF #8 X 1/2 SELF 1 1/8' MIN. TAPPING SMS TAPPING SMS EMBEDMENT 1pa0�00 0� 'p071A'p07P1 lLUluV17s0 0 t 2 X 4 X 3/8 -SEALANT BETVEEN SEALANT BETWEEN TUBE MULLION WINDOW FRAME WINDOW FRAME L MULLION i MULLION - #8 X 1-1/2 SELF #8 X 1-I/2 SELF TAPPING SMS TAPPING SHS --- SECTION A—A (1) SECTION A -A (2)_ 1 X 2 7/16 X 1/8 1000 SA 1000 S H. TUBE MULLION 1000 S.H. 1 X 2 7/16 X 3/8 JAMB (TYPJ JAMB (TYP.). JAMB (TYPJ TUBE MULLION #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS 1000 S -H, JAMB (TYPJ _ SEALANT BETWEEN VINDOV FRAME i MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A Q IX4X1/8 TUBE MULLION PJ JAMB < r/RlDA Q 1000 Y - #8 X.1-1/2 SELF WIALANT NDOW FLANGES SEALANT BETWEEN TAPPING SMS L MULLION 1 1/8' MIN: WINDOW FRAME — - EMBEDMENT 1. MULLION SECTION A—A U7) SMEATMING #8.X 1-1/2 SELF, TAPPING SMS DETAIL C —1 r VMW FRAMING SECTION A—A U4 �a T AUXILIARY PLATE — 1 X 4 X 3/8 �j,1C• CFOR ADDITIONAL: ANCHORS, WHEN REQUIRED) TUBE MULLION�� • _ x #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN WINDOW FRAME i MULLION \:�8X SEALANT BETWEEN WINDOV. FRAME i MULLION 1-1/2 SELF TAPPING SMS \ � SHEATHING: SECTION A -A U5Y . SECTION'-A—A U6) INSTALLATION ANCHOR #8 WOOD SCREW (TYPJ EXTERNAL MULLION INSTALLATION CLIP MULLION _ APPLIES TO HEAD & SILL WHERE 1" X 4" & 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD k SILL WHERE 1" X 2" 6c 1" X 2 7/16" TUBE MULLIONS ARE USED #8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DETAIL B #8 WOOD SCREW (TYPJ SILL CLIP - #8 X.1-1/2 SELF WIALANT NDOW FLANGES SEALANT BETWEEN TAPPING SMS L MULLION 1 1/8' MIN: WINDOW FRAME — - EMBEDMENT 1. MULLION SECTION A—A U7) SMEATMING #8.X 1-1/2 SELF, TAPPING SMS DETAIL C —1 r VMW FRAMING SECTION A—A U4 �a T AUXILIARY PLATE — 1 X 4 X 3/8 �j,1C• CFOR ADDITIONAL: ANCHORS, WHEN REQUIRED) TUBE MULLION�� • _ x #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN WINDOW FRAME i MULLION \:�8X SEALANT BETWEEN WINDOV. FRAME i MULLION 1-1/2 SELF TAPPING SMS #8 X.171/2 SELF TAPPING -SMS SECTION A -A U5Y . SECTION'-A—A U6) O O #8 SELF TAPPING SMS (TYPJ DETAIL B MULLION VIEWED � RROFOMM EXTERIOR NC FLURIDA EXTRUDERS I SANFO D, FLORIDA IDA SANFORD, FLORIDA Tr=:SER. 1000/1500 FIN SHEET. I OF. 2 VERTICAL MULLION SECTIONS' 1 F 3 202 SEE OTHER SIDE ( SHEET 2 -OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH APPROVED BY DATE:2/6/02 SCALE: NTS DWG.: 1VMF-IN is /y io"n c,N j : X c" X 1/8 il:v♦"• CH — ! X 2 X 3/8 i ONE BY WOOD__ QUAIL JAMS ;Y=; { - TUU M.,__.uN . JAMB CT rJ / TLB, MULLION i \ = C ' 1 1 L B CR BYriHcRS C NCRE::? MASCtiRY ! I/a' MIN, Q \� 9Y GTH,_RSC «8 X 1/2 SELF #8'X li2 SELF EMBEDMENT 4 s Q 1 rpcp;`iG SLS TA?Pir•G SNS � H_�T I , . i 1go Sc4_AN� B ♦ \ SEAl -,T BE WEEN f_ ) \ NS ALLATI_h ANCA K 3/i£' ✓IP. ah .L�.♦ �`-Yl�Sw •LAti E$ i i \ TAPcCIN SCREI✓.A.r;-ER' (TVF.) uLi'5� c 4 Xt X b : i _S' SRhAMULLION TPPPa_ S.M.S cH$ AT!QN vL-P .. .. 7. StCTIQN A -A. : 1 1 SEC i 0 N A -A iL i T L_. Au ON TO CONCRETE 6 HAD (APPLIES HEAD & S,LL WHERE i X i x c 7/15 X aE1000 S,v... i E t X K '8t u C :s RE USM LBE.MULLION i -i X c 7i!_ x S,H. TUE? MLN_ JAMB 1T, , LWD JAM° (TYPJ JAMB (TYF.), '=TAI1 .. . 1 II . �.#E X 1/2 SELF _ rINSTALLATION ANCHOR �S x !/2 SELF 98 X `/? SELF TPPFT, f; S.' I �� ! ! A/'e' DIA, TAFCGN 7APPItiC SMS TgFPlNG SHS j J SCREW ANCHOR (TYP.) ILL CLIP IMF. Sl #8 X !-I/2 SELF SEALANT BE--TW-N SEALANT. BETWEEN I SEALANT BETWEEN WINBOW FLANGES TAPPING SMS WINB�W FLANuES VINIiGW GE FLANS - L,NULLION EMBEDM'c,NT \ L MULLION b MULLION A-ACr 48 X I-1/2 SELF «E .v _vim SELF =,T—ION-L-A' \ _^� TAPPING SMS TAPPING `,12 lETAII C — rKLCAST SILL BT-DTFk'RS SECTION A—A 1.51 cECTIQN A -A (4i Y ,.,_Iyll!ARY P .Tr L AllDrTIONAL ANCHORS, 4.? ---N REW;UIRED) IXSX!/E X 4X3/b TUBE MULLION TUBE MULLION � p ��®•��--�'-�------j � Lo Ay Ij i ,(E)_ JAMB (TYP.) JAMB C vP) i +.a cc. c rnoo:J J , i�� ; I SMS (TYPJ #8 x i/? SELF #8 x 1/2 SELF I VIEWED FROG! EXTERIOR TAPPING SMS i TA?PING SMS -------- ---= ;FLORIDA EXTRUDERS sSA FRORD10Fi0RIDA TrtLE: SER 1000/ i -�00'FLANGE SNEE-T I, GF - 2 Mu_L ILIN SE'CTHINS \ - SEALANT BETWEEN �\ SEALANT B---TW--,EN I WthDDY PANGS \ V[N7DV :LANC.S i Sr.r L THE R S I DE < SHH'T' .E Or 2) r C1R L MULLION\ S M Lt.ION ^ T D�S.�,?R;7 ELSSIRE,CApACITIES" `—�E X 1-![c'SF _ \—#S X I -i/2 SEF ' TAPPING SMS TA?P*NC SM.S -_ ID AWN BY. APPROVED. BY:.: FEB a��?_ "` iON A J iDATE: E/ I /GC SCALE: ,' IS I DWG.: I VM. LG _ 1L C S iTUBE MU 'E V c #E X ':2 SELF TAPPING SMS - 1X2X3/8 lu7_ MULLION Tr, P;^oI To NCR`ZCNTAL MULLION TO M: L L'CN - ix UK cx I'll ";L L #8 X I/2 S=LF 2 X 4 X.3/6 — -- TAFPiNG SVS�\ TLec Ml', i INTERNAL CLI `.� - SEA- Nc.h. i - .. A. (TYO.', IUC S ME ! F ` WINiOW eLAhucS fWi..wv l.AN�u .. ,�- A A 1-1/2 SELF 11'.• � I:]N - S :ItiL iute poe_iNE $" -•`-ti A. /� ...NG Stia S T GN A -A (.) S:.CT:GN A-.4 !21 `— !-X :CR %X MULL <TYp,) i S X' 2 7/16 k 1/9 1 X 2 7/IE X 3/E T L2'E MUL LlrN' 1 INSTA_ ATL'1'i AVCHCR 1E'0 SH. -I ^ TUBE NJLLICN c ! C JAMS CTYP.: JAMS C 7 YFJ SEALANT BETW� h _ :/i_ DIA HCQ 'T. #8 X 1-I/2 SELF �I SCREW AVCiCR TYPJ WINDOW FLANGES i TAPPING SMS f• SEC -ON t =.� 7� 4I4 , SILL c�:r #8 X t/2 SELAF :8 X i/'c SELF I i TAPPING SMS WPM, SHS 1 Q - N ' 1_/4' MIN, ENE<DME'T �PcECAST SILL BY OTHER SEALANT BETWEEN SAUXILIARY- PLATE WINDOW FLANGES �s<6 X 1-1/2 SELF G":K A TIONAL PN �+O.4S, WHEN REQUIRED' t MJLLION L Mu"LL ON TAPPING SMS i 4e Y 1 1/2 c L .. • OTAPPING SMS.SE07 IN A -A (4jSECTION c -F -� - i � Y X4Xi/E r1X4X3/8 j i A., A i� TUBE MULL ION TU ' " L ION ' i Y :— J�{® ci F TAPPING tOt� �rT , 1caG s.N,— Fop/� ��$'�� + LES N I O lace s.r,. .� �,cr,_.. FROM=x'_RICR JAN,. :TY.'.) � .. .JpNu :rvF) 6 INTERNATIONAL. INC #6 X i/c SELF #8 X 1/2 SELF FLORIDA EXTRUDERS: SANFORD, FLORIDA TAPPING SMS - TAPPING SMS - nU:SER 1000! I5u - = LENGE _ JHEC_ T 0E -.E p VERT 1 CAL MULL i LN T_ NT17 HORIZONTAL' �J SASETWEEN `SEALANT BETWEEN - - tS��Ec OTHER - $ I L C SyEET' 2 ❑E 2) uR ' WIhmW'FLA� ES H8 X 1-!/2 SEL: - L'ES. I GN,. PR-SSJRE-CAPAC.L TIES . 4 M•UV ICLY .,—#a X 1/2 SE F b NUL LUN TAPPING SMS r Fc i 5 2"M DRAWN HY:MSH APPROVED BY. SECTION A—A (J) TAPPING SMS Fc A -A (6; DATE:2%6% 0''r SCALE. N T J DWG.. I Vf1Hr4t LG . 3/ SEALANT BETWEEN APPLIES TO HEAD do SILL WHERE t' X 4" WINDOW FLANGES - AUXILIARY PLATE DETAIL C [IF & 2' X 4" TU8E,MULLIONS ARE USED L MULLION 2000 P.W./DESIGNER ADDITIONAL AMCHOas..vHEH REQUIRED) 2000 P.W./DESIGNER SILL (TYP.) SILL (TYPJ O #8 X 3/4 SELF #8 'x 3/4 SELF SHEATHING' TAPPING SMS SMS IX27/16X1/81X27/16 TUBE MULLIONTUBE X3/8 —0 - MULLION INSTALLATION ANCHOR #8 WOOD MEJLLM SCREW (TYP.) SEALANT BETWEEN N�APPING ' WINDOW FLANGES L MULLION XTERNAL MULLION ALLATION CLIP TWO BY WOOD BUCK BY -OTHERS - #8 X 3/4 SELF8 X 3/4 SELF1000 S.H. TAPPING SMS .. TAPPING SMS rINS' MULLION HEAD (TYP.) HEAD (TYP.) 2000 P.W./DESIGNER TO MEAD �'StLL WHERE t' x 2'SILL A—A (1i (TYP.) - (2) 2 7/16' TUBE IIULLKPrIS ARE USEDSECTION SECTION A—A #8 X 3/4 SELF / TAPPING SMS . / 2X4 X3/8 TUBE MULLION " INSTALLATION ANCHOR N WOOD SCREW r,T �JJ'�A.'�""'� �'®..1'�" • '. HORIL CLIP. 1V SEALANT BETWEEN - - - ��77 pp�� WINDOW FLANGE - ... _. .� � T ,1VYil E'— L MULLION �1 1/8'. MIN. - x V S EMBEDMENT 1 1/8, MIN ��QEMBEDMENT _. .. .. DETAIL. [� ... SEALANT BETWEEN SEALANT BETWEEN #8 X 3/4 SELF WINDOW FLANGES WINDOW FLANGES TAPPING SMS �. L MULLION L MULLION 2000 P.W./DESIGNER 2000 P.W./DESIGNER HEA S.H. SILL (TYR) HEAD (TYP.) SILL (TYP.) X 3/4 SELF SECTION A—A (S) TAPPING SMS LF TAPPING SMS 1 X 4 X 3/8 . 1 X4X1/8 TUBE MULLION TUBE MULLION INTERNATIONAL, INC FLORIDA EXTRUDERS sANFORD. FI,oRmA SER.. 2000 F I N SHEET i OF:.. 2 TVTtt H❑RIZONTAL.MULLION SECTIONS -- - �' SEE OTHER SIDE ( SHEET 2. OF 2) FOR #e x aid. SELF #e x 3/4 SELF TAPPING SMS DESIGN PRESSURES CAPACITIES' TAPPING SMS 1000 S.H. __:_'.- .. .._ 1000 S.H. - .. HEAD CTYP.) HEAD (TYP.) 1 EB 2002 DRAWN BY: MSH APPROVED BY. SECTION A—A (3Y SECTION A—A(4) DATE:2/6/02 scaLE: NTS DWG.: `'2HMF INTR 13 30 ,?9 SEALANT BETWEEN WINDOW FLANGES L MULLION SILL (TYPJ #8 X 3/4 SELF - #8 X 3/4 SELF - -1000 S.H. 'TAPPING 'SMS 1000 S.H. TAPPING SMS #8 X 3/4 SELF HEAD (TYP.) HEAD (TYPJ TAPPING SMS 2 X 4 X 3/8 SECTION A -A (1) SECTION A -A (2) TUBE MULLION 1 1/8' MIN APPLIES TO HEAD & SILL WHERE 1' X 4' EMBEDMEN -ELEVATION SEALANT BETWEEN & 2' X 4' TUBE MULLIONS ARE USED AUXILIARY PLATE VIEWED' FROM EXTERIOR - .WINDOW FLANGE.. MULLION ' REQUIRED) (FOR ADDITIDNAL ANCHORS. VH"�.Ylrl`l�I,�i=LLi,�HA.i�.?J. DETAIL C '.-.. .. DErat B. APPLIES TO HEAD k.SILL WHERE 1' % 2' O .. .. MANUFA,C 'a —aR gjADM'- .. - _... ... �...I•...X.2.7/16•.:.TUBE - MULLIONS ARE USED _ SHEATHING _ �/Dl4 �XT%�D Vc.Twl SEALANT BETWEEN - SEALANT BETWEEN SEALANTWINDOW FLANGES _ .. ` _ - FEE .•..... .. FLANGES 'WINDOVL.MUIUON L -MULLION _ , .- <TYP.) HOR[Z 0.IP 2000 P.W./DESIGNER 2000 PW /DESIGNER #8 X 3/4 SELF SILL (TYP.) SILL (TYP.> TAPPING SMS INSTALLATION ANCHOR #8 WOOD nuLLION. • —1000 S.H. SECTION A—A (5) l , �• �EMBEDIIMENIRT I X 4 X 1/8 - SCREW (TYPJ 2000 P.W./DESIGNER 2000 P.W./DESIGNER '(TYPJ TUBE MULLION SILL (TYPJ SILL EXTERNAL MULLION #8 X 3/4 SELF #8 X 3/4.SELF INSTALLATION CLIP TAPPING SMS. TAPPING SMS TWO BY WOOD BUCK BY OTHERS '�: SER. 2000 FIN SHEET 1 OF 2 IX27/16X1/8 TUBE MULLION 1X27/16 X3/8 TUBE MULLION - MULLION _ TWIN HORIZONTAL MULLION SECTIONS - SEALANT BETWEEN WINDOW FLANGES SEE OTHER SIDE (SHEET -2 OF 2) FOR #8 `X 3/4 SELF #8X 3/4 SELF = ; _ I�FTan I TAPPING SMS I000 S.H. L MULLION f' EB 2pO2 HEAD (TYPJ HEAD (TYPJ - SECTION A -A (3) SECTION A -A (4) DATE:2/6/02 SCALE:NTS , DWG•:. 2HMFINTW 2000 P,W./DESIGNER DFTAn C-� .: r A SILL (TYPJ #8 X 3/4 SELF - #8 X 3/4 SELF - -1000 S.H. 'TAPPING 'SMS 1000 S.H. TAPPING SMS #8 X 3/4 SELF HEAD (TYP.) HEAD (TYPJ TAPPING SMS 2 X 4 X 3/8 SECTION A -A (1) SECTION A -A (2) TUBE MULLION 1 1/8' MIN EMBEDMEN -ELEVATION SEALANT BETWEEN VIEWED' FROM EXTERIOR - .WINDOW FLANGE.. MULLION ' '.-.. .. DErat B. APPLIES TO HEAD k.SILL WHERE 1' % 2' .. ._ _. .. .. .. - _... ... �...I•...X.2.7/16•.:.TUBE - MULLIONS ARE USED _ Vc.Twl SEALANT BETWEEN - SEALANT BETWEEN SEALANTWINDOW FLANGES - .. ` _ - 'INSTALLATION ANCHOR --#8 WOOD SCREV .•..... .. FLANGES 'WINDOVL.MUIUON L -MULLION _ , .- <TYP.) HOR[Z 0.IP 2000 P.W./DESIGNER 2000 PW /DESIGNER #8 X 3/4 SELF SILL (TYP.) SILL (TYP.> TAPPING SMS #8 X 3/4 SELF TAPPING SMS #8 X 3/4 SELF TAPPING SMS —1000 S.H. SECTION A—A (5) l , �• �EMBEDIIMENIRT I X 4 X 1/8 - I X 4 x 3/8 HEAD (TYPJ TUBE MULLION TUBE MULLION. INTERNATIONAL, INC FLORIDA EXTRUDERS , SANFORD, FLORIDA '�: SER. 2000 FIN SHEET 1 OF 2 TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET -2 OF 2) FOR #8 `X 3/4 SELF #8X 3/4 SELF = ; DESIGN PRESSURE CAPAC I T I ES TAPPING SMS I000 S.H. TAPPING SMS I000 sx f' EB 2pO2 HEAD (TYPJ HEAD (TYPJ DRAWN BY: MSH APPROVED; SY SECTION A -A (3) SECTION A -A (4) DATE:2/6/02 SCALE:NTS , DWG•:. 2HMFINTW I 2000 P.V./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1 X 2 7/16,X 1/8 77-1—VI ,TUBE MULLION T SEALANT BETVEEN . SEALANT BETWEEN WINDOW FLANGES. WINDOW FLANGES L MULLION L MILLION \--#8 X 3/4 SELF — 2000 S.H. TAPPING SMS HEAD (TYP.) SECTION A -A (1) a� TYPICAL M TO CONCRETE m Q I (APPLIES TOOJAMB MB WHERE 1' X 4'. ., � B do 2' X 4 TUBE MULLIONS ARE USED) CONCRETE OR MASONRY TAPPING SMS BY OTHERS 2000 P.V✓DESIGNER IN ADIA 2000 P.W./DESIGNER SILL (TYP.) - O CFE)R(TYPJ TAPCON SCREWW ANCHOR #8 X 3/4 SELF TAPPING SMS EXTERNAL MULLION I X 2 7/16 X 3/8 ONE BY VOOII TUBE MULLION bUCK.BY OTHERS w m INSTALLATION CLIP IV SILL (TYP.)r SILL (TYP.) r .. .._. .. ... ULLION 2000 P,V./DESIGNER SILL (TYPJ #8 X 3/4 SELF TAPPING SMS _ #8 X 3/4 SELF, - - TAPPING SMS 1 X 4 X 1/8 #6,X 3/4 SELF NAPPING SMS FLEVATION TAPPING SMS, 2000 S.H. 2 X '4,X 3/8 TUBE MULLION HEAD (TYPJ,.. TUBE. MULLION Q TUBE MULLION SECTION A—A (2) L SEALANT 1 1/4' MIN. SEALANT BETWEEN EMBEDMENT . - INTERNATIONAL, INC FLORIDA EXTRUDERS BANFORD, FLORIDA WINDOW FLANGE MULLION NAbff YLURNACTUIR FGO1?1P,4: P_;47 r72 VO, 6AS DETAIL B r--- A MASTER FULf \ h #8 X 3/4 SELF SEALANT BETWEEN TAPPING SMS -. VDIDOW FLANGES LMULLION 2000 P.W./DESIGNER 2000 SH HEAD (TYP) 2000 P.W,/DESIGNER SILL (TYP.)r SILL (TYP.) r SECTION A—A (5) #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS - - TAPPING SMS 1 X 4 X 1/8 1 X -4 X 3/8 FLEVATION TUBE MULLION TUBE MULLION VIEWED FROM -.EXTERIOR SEALANT . - INTERNATIONAL, INC FLORIDA EXTRUDERS BANFORD, FLORIDA BETWEEN WINDOW FLANGES L MULLION .... I'VE:SER.,: 2000,. FLANGE . SHEET 1; OF., 2 - - 'TWIN HORIZONTAL'MULLIO''SECTIONS" — .. #8 X 3/4 SELF #e x 3/4 sELF TAPPING SMS SEE OTHER SIDE (SHEET: -2 OF -:2)n FOR TAPPING SMSt2000 `-2000 S.H. s� DESIGN_. PRESSURE_ CAP.AC;I,TIES HEAD CTYPJ HEAD (TYPJ SECTION A—A (3) SECTION A—A (4) 1 F 8 2002 nRAxN BY: MSH APPROVED -$Y. < DATE:2/_4/02. sealE:.NTS .. nxG: 2HMFLGTW.. AUXI ILnTE APPLIES TO HEAD SILL . WHERE 1- X 4" HFOR ADDITIONAL ANCURS, `hiEN RE=RED) & 2* X 4' TUBE MULLIONS ARE USED 0' CENTRAL FLORMA B. ®. A. F. MANUFACrUREIR NAME o '(5 SEALANT BETWEEN La��H'R FM # '7, 1ULLD)N WINDOW FLANGES L MULLION 2000 P.V✓DESIGNER 2000 P.V✓DESIGNER F SILL (TYP.) SILL CTYP.) #8 X 3/4 SELF #8'X'3/4 SELF TAPPING SMS TAPPING SMS, 1 X 2 7/16 X 1/8 1 X 2 7/16-X 3/8 TUBE MULLION `TUBE. MULLION SEALANT. BETWEEN WINDOW FLANGES \—#8 X 3/4 SELF 1000 S.H. TAPPING SNS HEAD <TYP.) SECTION A—A (11 SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES L MULLION L MULLION 2000 P.W./DESIGNER SILL (TYP.) #8 X 3/4 SELF TAPPING SMS 1X4X1/8 ir-1 � TUBE MULLION #8 X.3/4 SELF TAPPING.. SMS.. _ 1000 SJi HEAD (TYPJ ._ ,FGTInN A—A (3) 2000 P.V./DESIGNER TYP ) AIL C TWO BY WOOD`. BUCK BY OTHERS SHEATHING #8 X 3/4 SELF ' SMS SILL C #8 X 3/4 - - 1000 S!l TAPPING HEAD.(TYP.) TAPPING SMS 2X4X3/8, SEC ON. A—A (2) TUBE MULLION 1 1/8+ MIN III ... EMBEDMENT .:.. _ B,FVATION VIEWED FROM :EXTERtOR SEALANT BETWEEN ..._ - WINDOW FLANGE DETAIL B APPLIES TO HEAD & SIU_ WHERE I. X 2'' _. ... '. L MULLION.:.:' ...... ..- -.'. ' . .: - - k:l' X 2 7/16 TUBE -MULLIONS ARE USED. :-... .. -. -` : _ :. :INSTALLATIEN ANCHOR . ... ._ .. .. SECTION A—A (5 ) .. - 18 WOOD. SCREW ..- - :. . HaRIz aIP P.V./DESIGNER #8 X 3/4 SELF r2000 SILL (TM) TAPPING SMS j #8 X 3/4 SELF TAPPING SMS — 1000 S.N Y1/8 MIH 1 X 4 X 3/8 HEAD (TYPJ EMBEDMENT TUBE MULLION FLORIDA:_ INTERNATIONAL; INC EXTRUDERS. SANFoRD..FLOMA _ R 2000 CT N SHEET 1 OF 2 #8 X 3/4 SELF TAPPING 'SMS 1000 S.H. HEAD (TYPJ SECTION A (4) TrrLE. S E H❑RIZ❑NTAL MULLI❑N SECTI❑NS SEE OTHER SIDE (SHEET 2 ❑F.. 2)..F❑R DESIGN PRESSURE -CAPACITIES Le 2002. DRAWN BY: MSH APPROVED„BY DATE:2/6/02 SCALE -NTS DWG.: -2HMFIN TYPICALMULLION TO CONCRETE O JAMB (APPLIES S TO JAMB WHERE 1' X 4" OETAILB k 2' X 4' TUBE MUWONS ARE USED) Q V `A�#8 X 3/4 SELF 8 X 3/4 SELF . TAPPING SMS TAPPING SMS `- 2000 SJi.. 2000. S.H. _. HEAD (TYPJ HEAD (TYPJ SECTION A—A .(3} S.�,CTION A—A (41 FLORIDA, EXTRUDERSINTERNATIONAL, INC CORD, FLORIDA =:SER. 2000 FLANGE- SHEET 1 OF 2 y� ,w HORIZONTAL MULLION SECTIONS r N SEE OTHER SIDE(SHEET-'.2: OF 2) _FOR '82M A j�(�� - DESIGN'PRESSURE;CAPACI:TIES°� ' 77 DRAWN BY: MSH APPROYED'BY DATE.2/4/0&,- SCAM NTS ;=�_ Dxc.: '...2HMFL.G dy C TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8' MIN. .. EMBEDMENT 2000 S.M.2000 S.H. JAMB (TYP.) 1 X 2 7/16 X 1/8 JAMB (TYP.) I X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION 2 X 4 X 3i8 _ H ATHIN S E G TUBE MULLION #8 X V2 .SELF #8 X 1/2 SELF INSTALLATION ANCHOR #8 WOOD TAPPING SNS: TAPPING ,SMS _ - SCREW (TYP.) EXTERNAL MULLION. INSTALLATION CLIP 2000 SJi MULLION.. JAMB (TYPJ -APPLIES-TO.-HEAD & ,SILL WHERE 1' X 4" & 2" X 4''TUBE 'MULLIONS ARE USED SEALANT BETWEEN SEALANT BETWEEN #8 x 1/2 SELF APPLIES .TO HEAD k. SILL WHERE 1" X 2" WINDOW FRAME - WINDOW FRAME TAPPING SMS & 1" X 2-7/16' TUBE MULLIONS ARE USED t MULLION :.. ... `- L MULLION #8 X 1-1/2 SELF #8 X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAIL B #8 vCOD SCREW SECTION A—A (1) SECTION A—A (2) (TYP.) SILL CLIP CENTRAL FWRI DA B. 0. A., F. - � � � SEALANT BETWEEN ..:".. '..; #8 X .1-1/2 SELF WINDW FLANGES 1 1/8' MIN. f A 7�77tT1G� A wm e TAPPING SMS NAME:, L MULLION EMBEDMENT NivaivWu'tflV�i iJJ< ER. l�i#ME:, SECTION A—A (5):.sMun,mc - - —� rGoR/17A fl(`� 'MASTER FILE DETAIL C .. _ �._ VWD, FRAMING _. ...,. AUXILIARY" KATE-: _ 1 X 4 X 1/6 (FOR ADDITIIINAL ANCHORS;"..WHEN REQUIRED) TUBE MULLION TUBE MULLION 2000 S.H. 2000 S}1 A— JAMB (TYPJ JAMB (TYP.) N8 SELF. TAPPING I --`J #8 X 1/2 SELF #8 X 1/2 SELF SMS (TYPJ.. ` DETAIL B MULLION TAPPING SMS. TAPPING SMS A I N - yIEWED;,FROM_ EXTERIOR Y :`t FLORIDA EXTRUDERS ole° FioxIDn T Tnu:SER 2000 FIN SHEET 1 OF 2 �. VERTICAL MULLION.SECT.IONS , SEALANT BETWEEN WINDOW FRAME SEALANT BETWEEN WINDOW FRAME. '.c` SEE OTHER SIDE (SHEET 2 OF _2)'FOR L MULLION MULLION DESIGN PRESSURE: CAPACITIES _ #8 X 1=1L2 SELF.-... TAPPING. SMS. _#8 X 171/2 SELF TAPPING. SHS -: '. ' DRA17N BY: MSH APPROVED.`BY = SECTION AA (3) %- SECTION: A—A (�) ""' DATE:2/6/02 scALi;:NTS Dxc;. 2VMFIN C 2.3 ONE BY WOOD Q ETAf LC 2000 S.H. i X 2 7/16 X 1/8 - 2000 S.H. 1 X 2 7/16 X 3/8 j BUCK BY OTHERS JAMB (TYPJ TUBE MULLION JAMB (TYPJ TUBE MULLION L— CONCRETE OR MASONRY' 1 1/4' MIN. Q BY OTHERS a EMBEDMENT Q #8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16' DIA TAOCON SCREW ANCHOR (TYPJ _ EXTERNAL MULLION INSTALLATION CLIP SEALANT BETVEEN SEALANT BETVEEN TUBE MULLION .. VINDOV FLANGES %IMOV FLANGES :: L MULLION TYPICAL" -MULLON TO. ,CONCRETE ®HEAD L MULLION 48 X 1-1/2 SELF #8 X 1-1/2 SELF 2000 SA IAMB (TYPJ , . MUIII13N (APPLIES TO:HEAD .dc SILL .WHERE 1' X 4 do 2 .: X :'4'; 7U8E''MUWONS ARE USED ) TAPPING SMS .TAPPING SMS _ ,: , _`_ . SECTION A—A (1) SECTION A -A (2) #8 X" 1/2 SELF AL( B . TAPPING SMS INSTALLATION ANCHOR : .... 3/16' DIA. TAPCON 1 X 4 X 1/8 1 X 4 X 3/8-. .. ...._..: _.. _ ..... _ _ .- ANCHOR < � SCREW TYPa TUBE MULLION TUBE MULLION SILL CLIP #8 X 1-1/2 SELF - EALANT=BETVEEN - a - 2000 S.H. 2000 S H TAPPING..SMS. VINDOV-FLANGES L MULLIIIN SECTION A A - (5) -__ _Q .. 1 1/4'BED MIN. EMBEDMENT JAMB (TYPa JAMB (TYPJ �PRECAST`SDJ_-BY-OTHERS IIETAIL C .. _. . _. -. AUXILIARY-`PlJ1TE #8 X 1/2 SELF - #8 X 1/2 SELF _(FOR ADDITIONAL ANCHORS WHEN REQUIRED) TAPPING SMS TAPPING' SMS ' T fl —� SEALANT BETWEEN' SEALANT BETWEEN VINDOV FLANGES WINDOV FLANGES - .. - L MULLION - .. L MULLION . .. #8 SELF TAPPING \ MULLION #8 X 1-1/2 SELF A8 X 1-1/2 SELF SMS (TYP.) DETAIL B TAPPING. SMS TAPPING SMS Q ._ SECTION A—A (3) SECTION A -A (4) VIEWED FROM EXTERIOR t,.. _.. INTERNATIONAL. _INC FLORIDA - .EXTRUDERS': SA"01M, FLORIDA ACT v � . VA.VERTICAL �; SER. 2000:FLANGE':; SHE 1 OFa2 _ MULLION SECTIONS FREA— SEE OTHER;S-IDE-C:SHEET.;,.2 ,OF`2> FOR `DESIGN 1.8 3 2(;G? PRESSURE -CAPACITIES DRAWN BY: JBH _ ' APPROVED? BY 2.: _ nArE 2/2/02.. sCAT.F NT;S _ nWc: 2VMFLG., 2.3 w MIAMIDADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Prenldor Entry Systems 911 E. Jeferson, P.O. Box 7.6 Pittsburgh ,KS 66762 hi[A1tiI[-RADE COUNTY. FLORIC METRO-DADE FLAGLER BUILDV, BUILDINC CODE COMPLIANCE OFFI+ METRO-DADC FLAGLER nuu.Dr 140 wl?S'r FLAGt.c.it s-ritl?L'r. sural: 16 MIAMI, FLORIDA 33130.1 (105) 375-2')01 FAX (305) 375-21� CoH'riLtCCUit t.tci.*Nsi,vc 1t:Cri1 (3U1)171.2527 1'AX (301) 371-:' (.o\'rlL%(frott mvisil (301) 371.2766 VAN (305) 371-2' 11RODUC: r CONTROL UiVIS'1• (101) 375.2902 t'AX (301) 372-6 Your application For Notice of Acceptance (NOA) of Etitergy 6-8 S-W/E Insiving GIazcd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of 'Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely desca ibed herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend I use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin, Code. The expense of such testing will b:: incurred by the manufacturer. ACCEPTANCE NO.: 01-0311.25 EXPIRES: 04/02/2006 I nto tcoariguez Chief Product Control Division 'THIS 1S TI IE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE .3, PRODUCT REVIEW CONUMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Nliami-Dade County, Florida under the conditions forth above. rt I' P RO VC D: 06/051200i Francisco 1. Quintana, R.A. Director Nlianli-Dade County Building Code Coll)plinllce Ol'fiC ., Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE- SPE CIF1C CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South. Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressurc Rating values indicated in the approved drawings. 2, PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Insiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folloe documents: Drawing No 31 -1028 -EW -I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle 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 arca are dcsi;ncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance .pit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, protection system,. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved"'. 6. BUILDING PERIVIIT.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 ol'the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6. 1,33 Any other documents required by the Building Oflieial or the South Florida Building Co, (SFBC) in order to properly evaluate clic install icon of this system. Manu l Pcrcz, P.E. ProductCo ro Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS t. 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 product or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by 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 Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. FailLire to comply with any section of this Acceptance shall be cause for termination and rcmova! Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEP" 'ANCE Manu Perez, P.E.; Product Cow ram Produ 'ntrol Division Glazed Units r ' C0P-WL-MA01b0.02_ ' FIBERGLASS DOORS 6'8" Height — Inswing 27 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3b" I Not Listed Not Listed — — 1 1 1 1 1 t.1 t t• 1 1. 1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0419.08 2'10" + 1'2" COP-WL-MA0143-02 (Application Filed) 52.0 NO 37 + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 17 + 2'10" + 1'0" X0, OX, 0X0 1'2" + 2'8" + 1'2" I 1 1'0" + 2'8" + 1'U" IV' < 3'0" + 1'0" 02-0419.08 17' + 210" + 1'2" COP-WL-MA0144-02 (Application Filed) 52.0 NO 17" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" I 1 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" 2'8" + 2'8" + 2'8" + 2'8" 02.0419.08 2'10" + 2'10" COP-WL-MA0142-02 (Application Filed) 52.0 NO 3'0" + 3'0" XX, OXX0 I I 2'6" + 2'e" + 2'6" + 2'6" 2.8"+ 2'8" + 2'8" + 2'8" 02-0419.08 r 2'10" + 2'10" + 2'10" + 2'10" ' COP-WL-MA0145-02 (Application Filed) 52.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite international structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade 8CCO protocol PA201, %C2 & PAK', U Oak aft AR 1 EK" trtl" •nlr lion wo"dC n TeUu a� 1A 1'I II Y:kC.1,A (C f.NTNY 110nMi NenA.wNfMe4"En" Door, /�Ll �•ia/��r��i'�n /11 � i!!"//'� 129. ?002 Z eDWIMV'n9 Drl)plam of P %1CJ 1111010Rmenl MACS fPCC'f1 1W$. Mign mC 0,000[1 Masonite I n t e r n a t l o n a I C o r p o r a t i o n acl.til :ubieU to chmge wdhout notice. Glued Units X X0, OX. 0X0 XX, OXX0 141rA COPML-M0100 024 ;K FIBERGLASS DOOMS 6'8" Height — Outswing 27 COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO _ 2'6" _ 2'8" 2'10" 3'0" 3'6" + 2'8" + 1T Not Listed COP-WL-MA0163-02 Not Listed - i.r i- r• Rallinr 02-0418.03 (Application Filed) 55.0 - r. NO 2'8" + 17" 210' + 1'0" 2'10" + 1'2" 3•G" - 1'0" 37 + 17' 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Application filed) 55.0 NO t r 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" t'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'0' T 2'6" - 2'6" 2'8" + 2'8" + 2'8- 2`1C"+2'10"+2'1G" j 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 NO 1 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" i 3'0" + 3'0" + 3'0" 'totes. 1. Occr ar ringernents using fewer panels than wha! is shoe n 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 websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and ocher structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. _drat ARTFEM i�u., rr.i.,:ano- nA v VOORS .T-" ra..#W, t..,n 0—;9 ://mob. 9 •, 0-111y D.— , far Masonite International Corporation. Our Cm9,nm•,0 DrOyraM 01 MOM SpeCifi040M. WiyO +n0 DfDDua ON;ii ;o`. i:ct ro ch�ny< niuwor ronce. COP-WL-MA0100-02. w FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing Notes: 1. Door arrangements using fewer panels than what. is shown in the above chart also comply under the product approvals shown. 2. Assembbj details are availab'e from. the Masonite Irlernalional website (www.masonite.com) or from the technical center. 5. lnsia:'ation instrettio ,s are available from the W.aconite International website (www_masonite.com) or from the technical center. ;. Aqua: design pressure requirement for a spaci`ic i:uilding design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing 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 PA2.01, PA202 & PAM. 2'0" Oak aff MTEK" 2'6" 02-0423.01 X _ COP-WL-MA0146-02 (Application Filed) 40.0 NO rlsfJVf.�ivi�('.,//,rJri.. ..♦ n 0\af�l, O.erf 2'10" AA 2). 20^2 f;" 40.:1:11$ D,C; icf C1 OfOduD itt.pr0,C,1(m ?ufM Spt:iS::::Ors, Ctsgn :rJ $r?:::1 Masonite International Corporation 3'0" Not listed — 3'6" Not Listed Arrangimen4�', f r I.r I r r. 2'8" + 1'0" 2'8" + 17' 2'10" + 1'0" 02-0423.01 210" + 1'2" COP-WL-MA0148-02 (Application Filed) 40.0 NO To" + 1'0" i 3'0" + V2" 1 I 1'0" + 2'8" + 17 2'10' + 1'0" X3. Ort, CXG 1'2* + 2'8' + 1'2" t -- 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0423.01 1'2" + 2'10" + 1'2" COP-WL-MA0149-02 (Application filed) 40.0 NO 17" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" S'i;' +'s'0" + 3'0" � 2'8" + 2'8" 02-0423.01 2'6" + 2'8" 2'10" + 2110" COP-WL-MA0147-02 (Application Filed) 40.0 NO _ 3'O" + TO" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0423.01 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0150-02 (Application Filed) 40.0 NO 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what. is shown in the above chart also comply under the product approvals shown. 2. Assembbj details are availab'e from. the Masonite Irlernalional website (www.masonite.com) or from the technical center. 5. lnsia:'ation instrettio ,s are available from the W.aconite International website (www_masonite.com) or from the technical center. ;. Aqua: design pressure requirement for a spaci`ic i:uilding design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA2.01, PA202 & PAM. Oak aff MTEK" r.rlYl...f,rr.m Wn...l. r..f" I tiff.%;i..\t.S I:NTNY 100.:1Newi.ww•Y.Ow.pfu(.- YDonn rlsfJVf.�ivi�('.,//,rJri.. ..♦ n 0\af�l, O.erf � !/VVV • AA 2). 20^2 f;" 40.:1:11$ D,C; icf C1 OfOduD itt.pr0,C,1(m ?ufM Spt:iS::::Ors, Ctsgn :rJ $r?:::1 Masonite International Corporation :COP,-MA0100 02' ar FIBERGLASS DOORS Glazed Units X , singles(wi1th) -- 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" 1 , _ - 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" ITT 1 , COP-WL7MA0166-02 Not Listed , COP-WL-MA0168-02 - �, 02-0423.03 (Application Filed) Not Listed 02-0423.03 (Application Filed) 8°0" Height D• --, 47.0 E• , —4TTI 47.0 — Outswing , I NO — K1 •1 NO X0, OX, 0X0 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1 `2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 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" 37 + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Dur commu,ng program of product imp,ov nt makes sWilicmions. design and product detail SVDIM to Change without notice. Oak raff ARTEW E.clu,. ely l.em FIIIENCLASS ENIKY DOOMS n T•.e.nd iLr— E—Deer ❑ J ,, Agri 29.2002 Masonite International Corporation Dur commu,ng program of product imp,ov nt makes sWilicmions. design and product detail SVDIM to Change without notice. FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing 1 1 - I 1 r.l• �• I 1 1 2'0" 2'6" TCOP_V�COP-WL-MA0101-02 X 2'8" 0.1-1031.01 76.0 NO 2'10" 3'0" Not Listed — — 3'6" Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 'IT 02-0109.10 2'10" + 1'2" COP-WL-MA0103-02 (Application Filed) 55.0 NO 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8"+ 1'0" 1'0" + 2'10"+ 1'0" X0, OX, 0X0 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0109.10 1'2" + 2'10" + 17 COP-WL-MA0104-02 (Application Filed) 55.0 NO 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" 2'8" + 2'8" . 02-0109.10 2'8" + 2'8" COP-WL-MA0102-02 (Application Filed) 55.0 NO 2'10" + 2'10" 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.10 COP-WL-MA0105-02 (Application Filed) 55.0 NO 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. Oak gaff Ali EK" r --d FIH1: Nf.1.ASS FNIXY DOOKS Nen�T�.urW fawn»»tnrry Dow. Apra 29. 2002 Our Cw onl.nnp program 01 ,od"ma c1 rn Pl"ement kes SDWIICat . dm,9n no prod"ct vil deSuollcl 10 Cnange wilnpow nol,Ce [+.luri•ely Irom .+o.e.11r Dee.. Masonite International Corporation SCOP-WL-MA0100-02`.. FIBERGLASS DOORS Opaque Units Oak araff AFf 1 EK'� E.ciu+.•. T ,."." 6'8" Height — Outswing A TfLlEDQAC/YI✓V f•�.. FIHF.HGI...Si F:NI'HY DOOK-S rv�i� n Qua y Dae.t •pr+29.2002 Masonite international Corporation 2'0" 2'6" X 2'8" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'10" 3'0" Not Listed — — 3'6" Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 02-0109.09 2'10" + 17 COP-WL-MA0123-02 (Application Filed) 55.0 NO 3'0" + 1'0" 37 + 17 17 + 2'8" + 1'0" 1'0" + 2'10" + 17 X0. Ox. 0X0 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 37 + 1'0" 02-0109.09 1'2" + 2'10" + 1'2" COP-WL-MA0124-02 (Application Filed) 55.0 NO 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109.09 COP-WL-MA0122-02 (Application Filed) 55.0 NO 2'10" + 2'10" 3'0" + 3'0" XX. OXXO 2'6" + 2'8" + 2'6" + 2'6" 02-0109.09 2'8" + 2'8" + 2'8" + 2'8" COP-WL-MA0125-02 (Application Filed) 55.0 NO 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. Our conuriuinp DrodnM 01 product irnDro M M makes SoWicalions. dtsign and Product deUd $,NeCt to Chalet without notice. Oak araff AFf 1 EK'� E.ciu+.•. T ,."." A TfLlEDQAC/YI✓V f•�.. FIHF.HGI...Si F:NI'HY DOOK-S rv�i� n Qua y Dae.t •pr+29.2002 Masonite international Corporation Our conuriuinp DrodnM 01 product irnDro M M makes SoWicalions. dtsign and Product deUd $,NeCt to Chalet without notice. Opaque Units tee; COP-WL-MA0100 02• ..: FIBERGLASS DOORS 8'0" Height — Inswing X X0, OX, 0X0 ts 2'0" 2.6.. 2'8" COP-WL-MA0106-02 2'10" 3'0" 02-0109.08 (Application Filed) 70.0 NO 3'6" Not Listed Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.08 2'10" + 17 COP-WL-MA0108-02 (Application Filed) 3'0" + 1'0" 3'0" + 1'2" — — 55.0 NO 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Filed) 55.0 NO 17 + 210" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 37 + 17 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-MA0107-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 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 8000 protocol PA201, PA202 8 PA203. Oak raft EK" tl, —c;—N., k: N'I. Y uoo,'s N T..e.r.a rm &. Envy D. AD,d 29.2002 Ou. Connnwng ologum 01 p,06ut1 _0- 01 m keS Soecihcalio"S. oes gn and o•od.Cl deud subject to Change wilhoul nol,Ct. [..lvfir<ly ,roe" Masonite International Corporation V. __:C0P-W1-MA0100 02t,, FIBERGLASS DOORS Opaque Units, 13 O ak raft 8'0" Height — Outswing - , 1 I IS _IT 1 , tl �• I 1 1 2'0" April 29.2002 Masonite International Corporation 2.6" 02-0109.07 X 2.8" COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'10" 3'0" Not Listed — — 3'6" Not Listed es 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0109.07 2'10" + 1'2" COP-WL-MA0128-02 (Application Filed) 55.0 NO 3'0" + 17 3'0" + 17 1'0" + 2'8" + 1'0" 17 + 2'10" + 1'0" X0, OX, 0X0 1'2" + 2'8" + 17' 1'D" + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 02-0109.07 1'2" + 2'10" + 17 COP-WL-MA0129-02 (Application Filed) 55.0 NO 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109.07 COP-WL-MA0127-02 (Application Filed) 55.0 NO 2'10" + 2'10" 3'0" + 37 XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.07 COP-WL-MA0130-02 (Application Filed) 55.0 NO 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. Our eonlinu,ng orogram of D10o"cl impro ,nl makes specifications, design and orooucl 6111i15upie0 10 cNnge welhoul no1Ke. 13 O ak raft AR k EW 'I.nr"r fIM1:N G—SS F.N'I'MY DOORS N T.. F—tuu E- D April 29.2002 Masonite International Corporation Our eonlinu,ng orogram of D10o"cl impro ,nl makes specifications, design and orooucl 6111i15upie0 10 cNnge welhoul no1Ke. r AMID WL-MA0001 02w Unit SINGLE DOOR 6- TYP. I" UNIT 87 UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. I • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. .i i 1 1 1 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA 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 d8 and #1O 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. APO 29.2002 Our Conimumg Drogtam of D(oduct imotovemenl makeS SWRIC2l OAS. despn and Dtodutl d<Ia.l suoleo to Cnange without poke. Masonite International Corporation XO or OX Unit ' SINGLE DOOR WITH 'I SIDELITE 3'Pip. ' 6' CL TYP. TYP. TYP. 1 1 1 1 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. r21 • 6 per vertical framing member • 7 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 (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16''Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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. K1 ❑ 0 Alml 29 2M2 Masonite International Corporation Ov. coney. �, voyam or nmaua ,m:r•o.mnna maEes suen�am•o�a. oes,on anc J'%, ana,i wolm h, Change "ahow nobCe. • • ,MIDWLMA0004-02 Vic. 1 Unit SINGLE .••- TYP. TYP. CL NP TYP. 1 11 11 l 11 11 1 t T T t t t 6' ` TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. t • 6 per vertical framing member • 11 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 (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF b 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. in PREMIA"..':'(,://„� April 29. 2002 Masonite International Corporation 1)w ca�lnunp �rUo'Ju. UI WUCu:: .r.:,•�vrn�ent nLY.r3 Si.rc�l�r Jl Muir. Orf W� JuC —0u0 oMJ.I W :1110, .11hou1 .0141. OXXIO .. Unit DOUBLE t.••- CL TY LL TYP. 3' TYP. TVP. TYf ~f 11 )1 i II it f li 11 I~ r6'8' 13- f f f 1 f T I T T T r 1 • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0• UNIT 5/16' 17-1/8' MAXIMUM ON CENTER TYP. '1 1111 11' 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #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 properly to transfer loads to the structure. to /�RCC,,'' f•tlut�rely Iron April 29.2002 Masonite International Corporation our comirWmO oroolam Of o'Odual ✓"orovemem makes weObOl'M. design no o,oO- deldd s•b.w to "a -9e 111holf lol"e XX Glazed Inswing Unit APPROVED ARRANGEMENT: Double Door Maximum unit size = 6'0"x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep 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: oo� as 0 0 00 00 DDD 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ ��El 00 00 00 n0 00 n0 105 Series 106. 160 Series' 129 Series' 12 RA. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be usea In the tollowing door style: Eyebrow 5 -panel with scroll O ak�raft AR 1 EK`" E.<ru.r•elr tro� I�tUI: RC:LAY� I: N'1 Rl' UOOR.� Nen-T�. w.W riMr�u Erwr Doen �/ILJ�'I l)I)fII��J� �„h " ,a -4L April 29. 2002 Ow connnrun0 010913m 01 drodutl •n7tWtmM1 Tdte3 SdttdiOlgm. deSign and P,QdKl detail 51blea to c"nge wrm0"t nonce .. 0`fi 0 Double Door Maximum unit size = 6'0"x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep 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: oo� as 0 0 00 00 DDD 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ ��El 00 00 00 n0 00 n0 105 Series 106. 160 Series' 129 Series' 12 RA. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be usea In the tollowing door style: Eyebrow 5 -panel with scroll O ak�raft AR 1 EK`" E.<ru.r•elr tro� I�tUI: RC:LAY� I: N'1 Rl' UOOR.� Nen-T�. w.W riMr�u Erwr Doen �/ILJ�'I l)I)fII��J� �„h ' ^ Ov.r.ry Dear Masonite International Corporation April 29. 2002 Ow connnrun0 010913m 01 drodutl •n7tWtmM1 Tdte3 SdttdiOlgm. deSign and P,QdKl detail 51blea to c"nge wrm0"t nonce XX COP WLMA0142 02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 3 Y 7Y Oki 00 00 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW 1111,E'Nl`l .\i.\ LN IN\*Now-e.rwea fa r. E D April 29. 2002 Our cont, D ng orooram or product morovernent makes spKilicalions, design and product detail su01ec110 change wilhcul nonce. [.r�ul,.ely traw PREM �':'F.✓/,i;, � �Pi� 0. Y D-11 Masonite International Corporation XO or OX Glazed Inswing Unit 10C MR, . FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 don 00 00 00 DDD 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n ❑ DD OdEl 00 00 00 00 00 00 105 Series 106.160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass .d may also be used in the following door style: Eyeorow 5 -panel with scroll. Oak riff AR 1 EK' r.....iVelr Iron Apnt 29 2,302 Masonite International Corporation ON Wnlmmn:. P,oV,pn o1 O,o0ut1 m,p,0+MW "'A'S sotunwans, r @ gn dno ;p OCutl aeui� ��4ie:� Ic ;nanye wnno�l n01Kt. ' XO or OX w. COPWLMA0143,02 0 . Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: OD 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 121. 23R. 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak, raft AR k EK'V L`I)r111M1 Non.Te.ured fOnalau E•vf Door, April 29. 2002 Ow connowep oropram OI product improvemenl makes sondical{pnS. oeslpn and prod,Ct aeu�i "D"ct ro cnong' wnnonl norae ;�e I +0�• IOo Masonite International Corporation oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °0 00 00 00 00 100 Series 133, 135 Series 136 Serres 822 Series 1/2 GLASS: 0 0 0H �� 0 00 a0 00 0a a0 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5 -panel will) scroll. Oak raft AR' I' W I I n L Mc; L A11 LN'1'9V D0()141 N T.•w Fbw&uu Entry April 29. 2002 0w co --m ,, o,00rem or proouo m,rovemenr makes SliKd CNIOnS, ii-Irn end prOdu l deue seplecl r0 c_ge wdtbul nw— [.<reu.ery rron� n O..�iry Oeerr Masonite International Corporation p xi Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °0 00 00 00 00 100 Series 133, 135 Series 136 Serres 822 Series 1/2 GLASS: 0 0 0H �� 0 00 a0 00 0a a0 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5 -panel will) scroll. Oak raft AR' I' W I I n L Mc; L A11 LN'1'9V D0()141 N T.•w Fbw&uu Entry April 29. 2002 0w co --m ,, o,00rem or proouo m,rovemenr makes SliKd CNIOnS, ii-Irn end prOdu l deue seplecl r0 c_ge wdtbul nw— [.<reu.ery rron� n O..�iry Oeerr Masonite International Corporation ..;COP-WL-MA0144 02. Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: no oa 404 Series 410 Series 109 Series 114,120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 7 129 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE 8CCO 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 raftf<.lura.l FS AEK" ,,.r. �..n F.—GLISS l:Y"1"Ml" U00— N T..ry I—&.. E."D• April 29. 2002 our cDmm.mp pro0ram .1 ct produimorovemenl makes spttiticalions, despn and prodUEl dela,suplecl 10 c1UnOt wim0ut notict F/i'i vin(.✓/ ✓,io.El Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: .r fi 40?t=W! MA0145 02 � FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0' x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: MM 00 °U a0 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also De used in the following door style: Eyebrow 5 -panel with scroll. Oak raft AR EK'� Err •r� "� w.......... n ry ,.,..r 1:.n LK(�l.\ti.l Lf+l'N\'FUnUltti Non-T..wM f4«Na.. Envl bows Masonite International Corporation April 29. 2002 Our cOn"I'l 0,01,,rn or p,00utl .nrDroy",nl makes SpKdiol,ons. des.gn and D,00.0 O,., Suble[I 10Cn,, _r,.1 norae- y�o_ Null Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0' x 6'8' Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: MM 00 °U a0 00 00 H 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also De used in the following door style: Eyebrow 5 -panel with scroll. Oak raft AR EK'� Err •r� "� w.......... n ry ,.,..r 1:.n LK(�l.\ti.l Lf+l'N\'FUnUltti Non-T..wM f4«Na.. Envl bows Masonite International Corporation April 29. 2002 Our cOn"I'l 0,01,,rn or p,00utl .nrDroy",nl makes SpKdiol,ons. des.gn and D,00.0 O,., Suble[I 10Cn,, _r,.1 norae- OXXO Glazed Inswing Unit SCOP WL -MAO 145 02 ; FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 110 130 404 Series 410 Series 109 Series 114,120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 50 a a o 0 129 Series 200 Series 12R. 121, 23 R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). / &--/L35 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraft AR k EK - I�Ilr 1:Hr:L ��.1 L(�'I N1 •D�rr)K� No.��Te.ur•O f.Mrra.a F•�u, Dow. April 29. 2002 Ow c 11- Op DIM— 01 pro0uC1 �m,menem makes spwhc~1. design and pm0om 602., subAct tO Ctnnpe wimON 01-ce. F•rlurrre v Iron �. O..• v Oo Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: I,. roCOPWI MA0147 02a' 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6V x 87 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 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: El 00 404 Series 108 Series 0 O ak raff s: f. l�•,.•1. t.om o FL«�au f.nr/Dann 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 = 6V x 87 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 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: El 00 404 Series 108 Series O ak raff aC'� AR EEl f. l�•,.•1. t.om ...t. •r.�n 'ri x.urc.l FL«�au f.nr/Dann lMrl/ �>In�� i �. 11131:ItC l.A�ti l: N'1'M\' UUVNS-T..nr.O Masonite International Corporation April 29 2002 Ow conhhu,ng p,og,an, Ot producl impr0„ement makes speciliwlgns. design and p,OdU[I de,ao subject to change -houl nolcce. XX COP-WL-MA01,47.02 "n: Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). . 5VA M / N /i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EW rµlul:Nr L.115 LNINl Uuu —_ —L.w.w ia.pm Evr D. - April 29. 2002 Our connnu,np or gram of product improvement makes SPW1,C21i0ns, lesion and produCl detail Suole[11. Chanoe wd00ul n0(e E.rlurir•I, Irom or• roe Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: . rf3m, MA0148.02 r 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'W. Single Door with 1 Sidelite Maximum unit size = 6'0' x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: oa 00 822 Series 1/2 GLASS: ao 108 Series 404 Series Oak raft /Ail:qEK" f.<lulf. ely 1�OT I�1111'.Nf:l. r\\\1: `f'I H\'nf 11N1 T.,T.,E.p.fa.. Envy Do^.. 0' n A n Ou y De Masonite International Corporation Apra 29. 2002 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'W. Single Door with 1 Sidelite Maximum unit size = 6'0' x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: oa 00 822 Series 1/2 GLASS: ao 108 Series 404 Series Oak raft /Ail:qEK" f.<lulf. ely 1�OT I�1111'.Nf:l. r\\\1: `f'I H\'nf 11N1 T.,T.,E.p.fa.. Envy Do^.. PREMOa'? n A n Ou y De Masonite International Corporation Apra 29. 2002 Ow comm�mp ploplam of proaua in,plovf�4�1 nukes speubcmgns, ae,g) ana ponoo Ufiul SUUIfl11U lUJnef wnU0u1 nu1Ci'. . O • �% COP -WL -MAMA 02 . Glazed Inswing Unit •" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: r 150 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). J� /&a 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'- w,...a- .a i n T•a, vrcd VIULNy:LASS LN'I'NN•n.T..e,n"yn^lr"'Envl Doo.s April 29. 2002 Our cwt—mg program al Droaua ,m9r0vem j makes sD-f,cj1,00s. 0esioh and DrOdKI alta" suDten to change wnhovt hahce. E.<t urirely I,om Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: WL-MA0149 OZ1. .,. 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0' z 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 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beO 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: DID 00 822 Series 1/2 GLASS: n 00 404 Series Oak raff AME 1: 1"1: HGL A..\1 L.N rN" 111111NI Non-T..v,na F—g—Env,0— April 29. 2002 0u1 connmm.g p10g1am or propun imptovlmenl —ktS specdicilons. peS,gn ano pfodvC1 delall wbiecl to Change withoul nonce. El 108 Series F.tlutiv<iF Iron Masonite International Corporation O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9'0' z 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 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beO 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: DID 00 822 Series 1/2 GLASS: n 00 404 Series Oak raff AME 1: 1"1: HGL A..\1 L.N rN" 111111NI Non-T..v,na F—g—Env,0— April 29. 2002 0u1 connmm.g p10g1am or propun imptovlmenl —ktS specdicilons. peS,gn ano pfodvC1 delall wbiecl to Change withoul nonce. El 108 Series F.tlutiv<iF Iron Masonite International Corporation • • COP.,WL-MA0149 02 Glazed Inswing Unit 810" FIBERGII..IASS DOORS APPROVED DOOR STYLES: FULL GLASS: F j� a 810 Series 300 Series APPROVED SIDELITE STYLES: p 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). J��X / &-X�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR �E�C" wood. r• n l'c ,.arcA 1AULK61-ASS LN"rNY 000Rs t w T—d Fr.,h. En Oow. April 29. 2002 Our continuing program of product ✓npro•emem makes specifications. design and product deud suplect to change without notice. + Ou, Masonite International Corporation OXX0 -• COP WL,MA0150 02m � Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: Double Door with 2 Sidelites Maximum unit size =12'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: DID as 00 822 Series 1/2 GLASS: as 404 Series 108 Series t'sw5. y Oak raft r.� AR k EK" r+e�.Te•w.A—r,.vEnv,Door vve. r,/Ir/;,,r PREM aZ(, m VIBURGL.\S1 LI`Nr-1' U(yUN1 n Ou.Ilt, Dee,• April 29. 2002 Masonite International Corporation Our CoDhnmng D,Dg,am of D/ONM �mD,o.cmem maks soec�lkmans. design and D,DOucl OeU., SubtW 10 Chilnge -11hON WICe. O O Double Door with 2 Sidelites Maximum unit size =12'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: DID as 00 822 Series 1/2 GLASS: as 404 Series 108 Series Oak raft r.� AR k EK" r+e�.Te•w.A—r,.vEnv,Door vve. r,/Ir/;,,r PREM aZ(, m VIBURGL.\S1 LI`Nr-1' U(yUN1 n Ou.Ilt, Dee,• April 29. 2002 Masonite International Corporation Our CoDhnmng D,Dg,am of D/ONM �mD,o.cmem maks soec�lkmans. design and D,DOucl OeU., SubtW 10 Chilnge -11hON WICe. OXX0 � � C,OP,-WL-MA0150 02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 0 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft AR' EEC' W—J " W T..0 (�E.�N"Flw1 oon 0 I�IIfLN(�L.\\1 l: N'1 N\' 0rt(1Nti April 29. 2002 Our c"jb ,_ program of or00ucf ,mprOvemMl mAes specifical— Oesip" aM p100ut1 Wail su01ec11. 0300e -100ul 00-ce S ✓, 0aZ',11,/.., Masonite International Corporation XX COP WLMA0162-02Glazed Outswing UnitFIBERGLASS DOORS APPROVED ARRANGEMENT: Nate: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" z 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02- MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am 00 00 a� 0 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ UD 0D 00 00 00 00 no 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5 -panel with scroll. Oak raft AR 4 ESC'" E•. " • , om ,....,, .,. n ren1---- iuexe:�ns..,o ea•.r•.w..a rc..p,v Envy Doo.. Mn- p J.n O ..Fy:.-- Masonite International Corporat April 29, 2002 Nate: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" z 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02- MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: am 00 00 a� 0 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 ❑ UD 0D 00 00 00 00 no 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5 -panel with scroll. Oak raft AR 4 ESC'" E•. " • , om ,....,, .,. n ren1---- iuexe:�ns..,o ea•.r•.w..a rc..p,v Envy Doo.. Mn- p J.n Masonite International Corporat April 29, 2002 Ou, conf,nu.n0 WOO_ Of D,.d_ Amor. Me, makes SDtt fj,O i. design and O,Oducf aeu�i waeo io Uanpe wnnom n.f�ce XX Glazed Outswing Unit "COP WL"MA0162 02" FIBERG1LASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0-a 00 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). J��_t / &--x State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft M 1 EW Et N'r Nl'`UUUN\ Non.T.�weO E-0«�.0 Env, Down April 29. 2002 Ow conr,nurnp 9,0g m or Drooua enDrove-1 makes spKjfi jjo,. Drt,pn +n0 prIC.0 Qrrl,l 5^111 to Cha.Q' _m-, M_ PREMMnG,.//.a:. M� asonite International Corporation VV COP-WL-MA0167 02 Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0- x 87 Design Pressure +47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: DIII 00 00 822 Series 1/2 GLASS: 00 404 Series 108 Series Oak raft AF- k EK" JAULKC:LASS LN'rxl'%DOOMS Nan -T .w.ad iperNv E.- pow[ April 29. 2002 Our [onlmump program of produa -W—V, ma4e3 Spttdical�ons. dcbpn an0 proda<I dela" $01ecr 10 Uange .000 1 M.Ce _ r,, E.[luf�rely Irom �UYr v�n�i✓� / i, a , - Masonite International Corporation .� df ' O A. i *N Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0- x 87 Design Pressure +47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: DIII 00 00 822 Series 1/2 GLASS: 00 404 Series 108 Series Oak raft AF- k EK" JAULKC:LASS LN'rxl'%DOOMS Nan -T .w.ad iperNv E.- pow[ April 29. 2002 Our [onlmump program of produa -W—V, ma4e3 Spttdical�ons. dcbpn an0 proda<I dela" $01ecr 10 Uange .000 1 M.Ce _ r,, E.[luf�rely Irom �UYr v�n�i✓� / i, a , - Masonite International Corporation Q 3 Pa I a, —L YEO, TE STILES FOR 16' WIDE ODOR. REVISIONS AAI ,RCTHANIETAOHM AOia+c cBOT > REV NO ZONE DATE. ECN NO. APPVDDESCRIPTION 82 11/00 I I MWW OTY (1) WAS (2) FOR TRACK BOLT 20 G YIN. END STILES ATTACHED TO DOOR HORIZONTk TRACK SUPPORT B SKIN WITH PATENTED TOG -L -IEC SYSTEM DOOR IHSTNLFR (TO SLAC \ \ \ \ \S \ (TOP. BOTTOM k CENTER). NEW '8' 13 G GALV. STEEL RAC BRACKEr. I I f EACH FASTENED TO ` WOOD "a WITH f LISTED - (J) 5/16'x1-5/8' WOOD UC SCREWS 4 �j t Q TRACK ON RATIOH LOW OOOOY7F�ALK ^' C t AVAILABLE AS AN OPTIC ' " NEW CWOR j HEIGHT I L' _ 2' GY.V, STEEL. 1 TRUCK, 0 !) T L• YIN. RTVGK MICKNESS: .060• 6 TYYYR�c 1 ® Q y 8 -0 BB LOCK POSITION iW0 POINT) O i TMP. 2-1/2-.12 G GLV. STEEL TRICK 8RAG1(ET. ({) TRKBRACKETS PER SITE, 1 ~ O i REPORT#9606C rn�ACK� HowzoFrrA1 . J• 20 (I' u-aws. DRue -- U-BARS W A 2-1-2-1 PAtiFRN (I,E TWO U-BN25 "� ON BOTTOM $ECTKIN, ONE U -BARS OH NEM SECTI(Xl, EIC.) /1{x3/8' SHEET METAL SCREWS LOGIION OF OPTIONAL CENTS A OPTIONAL OUTSIDE KEYED LOCK POSITION YAK. DOOR WIDTH - 16'-0' WIDE ELEVATION[ O O i/a'.J/a' SELF Norz '. yTR�� iAPPWC SCREWS. �"'=f JIIIR ATTA(YIMF (WDM FR �r B -LA T�fn`w1 1{Nk lfl f INTER •F .Ti Hk DOORS UP TO 7'-0' HIGH CONSIST OF (({) SECTIONS ($MOWN)� fRON7 F1UNE WIM U.V. 1/2 xJ LCC SCREW$ ICN f9 CENTERS. IT 0.0. YIN. DOORS OVER ]'-0' H1GH CONSIST OF (5) SECTIONS (NOT SHOvM). COATING ON. OUTSIDE SURFACE WASNER REWIRED. lHl SCREWS WY BE COUNTERSUNK MEW •r• (BLIT NUT REWIRED) TO PRONDE A FLUSH MOUNTING STOP MOULDING ICY EGET IrySTALLER (TO SUIT) SURFACE HURIZONTIL JAM8S W HOT TRANSFER LOAD. 20 WO MIN. GILV. STEEL END STILE n 2x6 YELLOW PINE JAMB 2' MILK SSB GUS$ OR DPTIO_ Nal 10 SREY/ I/8" ACRRUC UTE WW_�1E_ MOLDED INSIDE 20 Cl. GILV. STEEL INTER. STILE LITERETNHER SECTION q_B 23 GA YIN. STEEL 12 GA GaLV.7—K- ACK / SKIN COATED OATH G -a0 YIN. /Ba]/{" PM HEAD SCREW - BRACKETS FASTENED T- GaLVAH1 A ac. BNtED-U!I PRWER, (10 SCREWS PER UTE) J 6 x{ SLEEVE •UIG10175 ONI 21 CENTER$ (C-90 WITH ONE S/16'ai-S/8LACEW IND A BAKED -ON POLYESTER BLOCK) OR Z{' CENTERS (2A00 PSI M.H. CONCRETE) OR PER TRET. TOP COAs APF S i0 WM SNAP LATCH ENGAGES I/e'x4' TAPCON SCAEWS ON 17-1/2' CENTERS (2,000 7/16' I.D. RWNO PUSHN T SIDES OF STEEL SKIN. 12 CA GLV. STEEL TOP ONTO VERTIGL TRACK. P4 MIN. CONCRETE). WASHERS INCLUDED W(TH FASTENER (ONE PER ROLLER) ROLLER BRACKET ETCH ONE SNAP UfCH ON I 0.0. MPI. WASHER REWIRED IB Gl CALV. STEEL CENTER HIN'E BRACKET ATfACMED W/({) WITH iAPCONS. ANCHORS MAY BE CO' ERS 2'V• STEEL DUCK TO fA5TE11ED i0 INTER. STILES W a 11{x3/8' SHEET METAL INTER. STILE EACH SIDE Of DOOR. 12 CA GALV. STEEL 1AaCTS. FAS HES i0 ENDS TILES EEACHNM%) /IaxS/e' SHEET NE7AL SCREWS. SNIP LAP JOWLS. SCA (BUT NOT REWIRED) OR ZONT DE A RUSH TRACK ATTACHED 70 ET /LITENEDSHEEPMETRA SCREWSEWS. MOUNTING SURFACE HORIZOMILJNA85 W NOL WRAC ENE tTPINSFER LDaD. /4x3/6" VT (1) II {'x3/{' SELF iAPPWC SCREWS PER END MINCE. OUTSIDE KEYED OR TWO 1/e' OLA. RPIETS. I{ G CN.V, STEEL FOIE � END END FAS HINGE EACH SOLE STILE 2' DIA, SHORT STEM, 10 BALL STEEL ROLLER. jf FASTENED f0 END INTER. J6wIl ODNFx'1 Am MACK WESTERFIELD. P.E. STILLS W A /I{.5/6" INSIf1E HANDLE STI EECEAPA� L]F ,EWES Ry OTHERS L' TALI. u-lWV SICET METAL $CREW$ SEIIHIILC� FLOINOA P.E. /aBa95 10 LA. GN,v. SIELI. a: PI SCREWS. C x7/{• SELF 211SI0E NEYF 1 K HO -1 GROUNA P.C. 12]8]2 41N. YEIIA STRENGM: 50 KSI TRK' �R SNAP LA__ 1H, OPRON L� ENCADES IN J 3" OUTSIDE I TRAG( ON NOTE 2, THE DESIGN OF ME SUPPORTIFIG 5D8/CRIRIL EtENENfS - DESIGN LOADS: +24.0 PSF & -24.5 PSF L I J' TILL x 20 GA. GALv. STEEL u -Blas ENO BOLL � SIDE `OEa11 BE THE FESP°NSIB81I1• ICF TME PRpFFS51ONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF W A 2-1-2-I PARERN (i.E. iW0 U -BARS STILE SL10E BOLI OF pppq, RECORD FOR ME BUILfLINC OR STALACTITE AND W ACCORDANCE ON BO1T0M SECTKKI, ONE U-fwt OFI NEM LOCK ENGAGES WIM CURRENT BUIIDINC CODES FOR ME LOADS LISTED ON awOwt aPAmHcS ARL yrr� N eM.K SECTION ETC.)). DCII U -BNL ARACHED INTO VERTI AL IS DRAWING. WITH 1/AXL30 ' $Elf iAPPIIM $CREWS TRACK. ONE PER SRIF LOCATION. LOC" ON Of D SIRE Of DDDR. 5LQPQNf A -A !y0 MFW) \ 1Nclfif SHIN' gpti `11 G} D OATHS EEL WROM BRACKCT. �K OPTN)N Z () 11axs/e• SHEET METAL SCREWS. // ALUMINUM EMRUSION 1171, , . Y Carr—Ciel/P hfmm— a CLmAY suILaNc FROIKFLTs Ga. Y(Isss Slated Ot1lerWise TOLERANCES *RI • wL tDleaSslNO . PART NO.: IDEAL 312 Walnut SL Sute 16W Cincinnati, Y Con1anie """' en° '"OIL "°t a af1Of'e' ""a' aPPooTw• moa. owAeM., aro .0 - 1.03 OH 45202 fd. Na. 1-513-381-4800 Wa®It"Cmu"L Fm Na. 1-513-762-3519 «�aat,ornAd auwt a, calor xon L Fa1W, Io m.N.s we ,.Duo. mey r.=al la .00 1.015 .000 = 1.005 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD 10 a 4°ao0ef Wa 1o.,n r.=awR W«wrem, 0000 = 1.001 Degrees 11/2' UMeea DRAWN BY: BMM DATE: a/IB/ao SCALE: NT DWG. Third Mgle - CHECKED BY: MWW DATE: 4/19/00 SHEET t OF I SIZE Projection Staled OtherWlsa DIMENSIONS ARE IN OUCHES. DWG. NO.: 10213$ IHLV. NO. 1 2 ID C B A 4 MODEL: 6R5T (25 GA ST EL SKIN) MODEL: 4RST (24 GA ST FL SKIN) ATTACHED W/ TOG,L' LOCM( TOPT&STILE Bor" AND URETHANE ADHESIVE (AL(7NC CENTER) JK f f LOCATION U, - L.. OPTIONAL VENTS�L; A OPTIONAL OUTSIDE KEYED POSITIONMAX. DOOR WIDTH 0 O114x5/8' SHEET METAL SCREWS 3 ONE 3` TALL It 20 CA U -BPR (50 KSI) PER DOOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INCIDF SHOF 80 T LOCK OPTION 0 NOTE IDOORS UP TO : A DOORS OVER 7'-0" H GIHHCONSISTTOOF 54)SECTIONSS SHOWN). ( 1 (NOT SHOWN). 00 O 1/4'x3/4' SELF TAPPING SCREWS. 14 GA END HINGES 18 GA. INTERMFDLA HIN QE VIEW! B VIEW •C• 2x6 YELLOW PINE JAMB 12 GA, GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16`x1-5/8" UG SCREW PER TRACK BRACKET. 2 1 1 REVISIONS REV. N0. ZONE: DATE: I ECN N0. I APPVD: I DESCRIPTION I I A4 11/00 1 - I MWW I OTY (1) WAS (2) FOR TRACK BOLT 2" TM" 3" TALL U -BAR 20 GA GALV. STEEL 3' �— I-7/8' III GA ONTSfEEL TOP ROLLERBRACKET. EACH BRACKET ATTACHED 114 5/a' SHEET METAL SCRENS. -SHIP LAP JOINTS. 14 GA GLV. STEEL ENO HIN(X EACH STILES w/() 1�14.5/e• S F(.ET 9 i3 SSCREWS SELF TAPPING $CREWS. x 20 M U -BAR ATTACHED SELF TAPPING HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) �- 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) 114x5/8" SHEET METAL SCREWS. 13 GA. GALV. STEEL FUG BRACKET. wo�aOm CoCLq - OPTIONAL DSS GLASS OR EACH FASTENED TO WOOD JAMB WITH LISTED PREPARATION OF JAMIRs By nTUEPc 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. 1/8' ACRYLIC LITES AVAILABLE JAMB QQNFIGURATION / KQIE: DOUBLE TRACK (SEE SECTION B -B) DE THE RESPONSIBILITY OF THE PROFESSIONAL OF FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE TH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIELD, P.E. TRACK CONFIGURATION LOW HEADROOM IS = 20 GA. MIN. END STILES ATTACHED TO DOOR p 0000 - t.00I Degrees - 1I/T SKIN WITH PATENTED TOG -L -LOC SYSTEM DATE: a/I6/oo SCALE: Nrs DWG. y A TOP, BOTTOM & CENTER), CHECKED BY: Mww DATE: 4/18/00 SHEET I OF I 6 2" GALV. STEEL TRACK -6 70 , 7 -0 76 .L. Uelesx Stated Otherwbe DIMENSIONS ARE iN INCHES. o OU 2 8 -0 88 i TYP. 2-1/2'02 CA. CALV. STEEL TRACK BRACKET. 0 (4) TRACK BRACKETS PER SIDE. n REPORT#9606C 25 GA MIN. GALV.- LOCK POSITION (BOTH SIDES) STEEL SKIN COATED WITH A BAKED -ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3` TALL It 20 CA U -BPR (50 KSI) PER DOOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INCIDF SHOF 80 T LOCK OPTION 0 NOTE IDOORS UP TO : A DOORS OVER 7'-0" H GIHHCONSISTTOOF 54)SECTIONSS SHOWN). ( 1 (NOT SHOWN). 00 O 1/4'x3/4' SELF TAPPING SCREWS. 14 GA END HINGES 18 GA. INTERMFDLA HIN QE VIEW! B VIEW •C• 2x6 YELLOW PINE JAMB 12 GA, GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16`x1-5/8" UG SCREW PER TRACK BRACKET. 2 1 1 REVISIONS REV. N0. ZONE: DATE: I ECN N0. I APPVD: I DESCRIPTION I I A4 11/00 1 - I MWW I OTY (1) WAS (2) FOR TRACK BOLT 2" TM" 3" TALL U -BAR 20 GA GALV. STEEL 3' �— I-7/8' III GA ONTSfEEL TOP ROLLERBRACKET. EACH BRACKET ATTACHED 114 5/a' SHEET METAL SCRENS. -SHIP LAP JOINTS. 14 GA GLV. STEEL ENO HIN(X EACH STILES w/() 1�14.5/e• S F(.ET 9 i3 SSCREWS SELF TAPPING $CREWS. x 20 M U -BAR ATTACHED SELF TAPPING HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) LOCAnoN• LHR TOP BRACKET Li DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. Ir COATING ON OUTSIDE SURFACE DOUG TRA VFRR 61 AMB ATTA HM N7 4W000 FRe4,E B I IN c1 13 GA CAIv. STEEL BOTTOM OW H AnR-- OOM Op ION BRACKET. ATTACHED WITH Two n 1/2 x3 UG SCREWS ON 24 CENTERS. I" O.D. MIN. I&E; SHEET METAL SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ALUMINUM EXTRUSION SSS GLASS OR OPTION_ AI�REW SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LCAD. k VINYL WEATHERSTRIP. 1/8' ACRYLIC LITE WINDOW l ITE STOP MOULDING BY DOOR INSTALLER (TO SUIT) `20 GA. MIN. GALV. STEEL END STILE 20 CA. GALV. STEEL INTER. STILE SECTION A -A (,SIDE VIEW) SECTION B -B VERRCAI JAMB ATTACH M Ni ( /8x3/4' PAN HEAD SCREW 4091x9 PSI MIN. CON QRE7 .nl u.� �) MOLDED INSIDE (10 SCREWS PER LITE) END 3/8 x4` SLEEVE ANCHORS ON 2 CENTERS (BOTH UTE RETAINER � STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR INTE 1/4"x4' TAPCON SCREWS ON 24" CENTERS (2,000 SNAP LATCH ENGAGES STIL PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRACK. SLEEVE ANCHORS, I. O.D. MIN. WASHERS REQUIRED ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE EACH SIDE OF DOOR. (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OUTSIDE TRANSFER LOAD. HANDLE 2" GALV. STEEL TRACK FASTENED TO �- 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) 114x5/8" SHEET METAL SCREWS. 13 GA. GALV. STEEL FUG BRACKET. wo�aOm CoCLq SHEET METAL SCREWS AND WITH ONE 1/4`x5/8" BOLT & NUT t4) (/4'x3/4" SELF TAPPING SCREWS PER END HINGE. EACH FASTENED TO WOOD JAMB WITH i PREPARATION OF JAMIRs By nTUEPc 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. (3) 5/16'x 1-5/8" WOOD UG SCREWS. JAMB QQNFIGURATION / KQIE: DOUBLE TRACK Q DE THE RESPONSIBILITY OF THE PROFESSIONAL OF FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE TH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIELD, P.E. TRACK CONFIGURATION LOW HEADROOM IS = .00 - 1.015 .000 - 1.005 AVAILABLE AS AN OPTION p 0000 - t.00I Degrees - 1I/T DOOR DATE: a/I6/oo SCALE: Nrs DWG. HEIGHT CHECKED BY: Mww DATE: 4/18/00 SHEET I OF I 6 2" GALV. STEEL TRACK -6 70 , 7 -0 76 .L. Uelesx Stated Otherwbe DIMENSIONS ARE iN INCHES. MIN. TRACK THICKNESS: .060" -6 OU 2 8 -0 88 i TYP. 2-1/2'02 CA. CALV. STEEL TRACK BRACKET. 0 (4) TRACK BRACKETS PER SIDE. LOCAnoN• LHR TOP BRACKET Li DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. Ir COATING ON OUTSIDE SURFACE DOUG TRA VFRR 61 AMB ATTA HM N7 4W000 FRe4,E B I IN c1 13 GA CAIv. STEEL BOTTOM OW H AnR-- OOM Op ION BRACKET. ATTACHED WITH Two n 1/2 x3 UG SCREWS ON 24 CENTERS. I" O.D. MIN. I&E; SHEET METAL SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ALUMINUM EXTRUSION SSS GLASS OR OPTION_ AI�REW SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LCAD. k VINYL WEATHERSTRIP. 1/8' ACRYLIC LITE WINDOW l ITE STOP MOULDING BY DOOR INSTALLER (TO SUIT) `20 GA. MIN. GALV. STEEL END STILE 20 CA. GALV. STEEL INTER. STILE SECTION A -A (,SIDE VIEW) SECTION B -B VERRCAI JAMB ATTACH M Ni ( /8x3/4' PAN HEAD SCREW 4091x9 PSI MIN. CON QRE7 .nl u.� �) MOLDED INSIDE (10 SCREWS PER LITE) END 3/8 x4` SLEEVE ANCHORS ON 2 CENTERS (BOTH UTE RETAINER � STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR INTE 1/4"x4' TAPCON SCREWS ON 24" CENTERS (2,000 SNAP LATCH ENGAGES STIL PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONTO VERTICAL TRACK. SLEEVE ANCHORS, I. O.D. MIN. WASHERS REQUIRED ONE SNAP LATCH ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE EACH SIDE OF DOOR. (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT OUTSIDE TRANSFER LOAD. HANDLE 2" GALV. STEEL TRACK FASTENED TO �- 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) 114x5/8" SHEET METAL SCREWS. 14 CA. GALV. STEEL ROLLER HINGES 2 CA. CALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET14x5/8' wo�aOm CoCLq SHEET METAL SCREWS AND WITH ONE 1/4`x5/8" BOLT & NUT t4) (/4'x3/4" SELF TAPPING SCREWS PER END HINGE. OR TWO 1/4" DIA. Rum. i PREPARATION OF JAMIRs By nTUEPc 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. is of C ndnnafi, off a52o2 IDEAL 202 JAMB QQNFIGURATION / SECTION C -C N THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL wq 4„Pccaw, aw.a.' ' A'i4 DE THE RESPONSIBILITY OF THE PROFESSIONAL OF FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE TH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIELD, P.E. "Um Om OOIC•fL Fax No. 1-513-762-3519 fCORD IS DRAWING. FLORIDA P.E. 148495 .00 - 1.015 .000 - 1.005 NORTH CAROLINA P.E. 123832 4 3 11 OUTSIDE KEYED HANDLE END STILE INSIDE HANDLE •DM •- J a • LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYFp K DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNLATCH AP LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. awoui muwncs .xc srxn n swr " xNsrn scx. tr>.evsst. PART NO.: - wo�aOm CoCLq unlaax Stated OthaMa. 312 A Suila 1600 A SU a aaPa eu•n w Peoau s m. TOLERANCES .. is of C ndnnafi, off a52o2 IDEAL 202 I• avn1a1Ai° ^-r^ -b ^pi a a.dox.A id. No. I -513-38I -48W wq 4„Pccaw, aw.a.' ' A'i4 .0 - 1.03 "Um Om OOIC•fL Fax No. 1-513-762-3519 Mu,wi Pdur ` '". EaPux to 00""' �• "0 ^^ �•• N .00 - 1.015 .000 - 1.005 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25 -32 DESIGN LOAD / wu�,4 0000 - t.00I Degrees - 1I/T DRAWN BY: BMM DATE: a/I6/oo SCALE: Nrs DWG. rhlyd Mg1e CHECKED BY: Mww DATE: 4/18/00 SHEET I OF I SIZE Pro{e<Uon + - Uelesx Stated Otherwbe DIMENSIONS ARE iN INCHES. DWG. NO.: 102137-I REV. N0. t 00RANGEbUlITY DIV ❑, C IN A WIFlo l 12arjlllwf 19-4-0 4-0-0 11-8-0 W,4,F�NII�,G:. ALL BEARING WALLS TO BE PLACED �J L HUS26 �GTICE! ! REVIEW ALL SPAN DIMENSIONS-=BRG. WALLS PRIOR TO SETTING TRUSSES.. HGUS26-2 IENIGJEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS"<�"�' WALLS SHOWN ARE TO BE BEARING..A 6 SPC.HGR SIGNED APPROVAL X i JOB NUMBER: DR2047B DATE: 3-12-03 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: DR HORTON 6ABRG: _ /H: 12" ?407-,321-1440 BY: T.H JOB NAME: STANDARD 2047 B ELEV. BLOCK i 4 AS2 AS2 j AS2 i AS2 AS2 Tll S2 AS i AS AS — —A S - ' AS AS { I i t AS I AS As AS AS I AS { i I AS AS i AS AS I AS ASI AS AS1 i AS1 AS1 si 6-8-0 Al B C M� �M 19-4-0 4-0-0 11-8-0 W,4,F�NII�,G:. ALL BEARING WALLS TO BE PLACED �J L HUS26 �GTICE! ! REVIEW ALL SPAN DIMENSIONS-=BRG. WALLS PRIOR TO SETTING TRUSSES.. HGUS26-2 IENIGJEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS"<�"�' WALLS SHOWN ARE TO BE BEARING..A 6 SPC.HGR SIGNED APPROVAL X i JOB NUMBER: DR2047B DATE: 3-12-03 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: DR HORTON 6ABRG: _ /H: 12" ?407-,321-1440 BY: T.H JOB NAME: STANDARD 2047 B ELEV. BLOCK i