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229 Clydesdale Cir - BR04-000915 - SFRA UPERMITADDRESS SUBDIVISION CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS D. R Horton _ 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT # a DATE ' ® • PERMIT DESCRIPTION FE PERMIT VALUATION 16 SQUARE FOOTAGE 04- 0 ty H w 1aveereonTwrcuur Y City ® 'anf®/ d r' Certificate of Occupancy This is to certify that the building located at 229 Clydesdale Cir for which permit number 04-915 was issued has been completed according to the plans and specifications filed in the permit, to wit as Single Family Home complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: R. Barber Engineering: D. Sweet Public Works: R. Buckner Utilities: I: C Fire Department: N/A Zoning: MM D R Horton Property Owner 05/21/04 05/24/04 05/24/04 05/24/04 C YVA . _Qo `, . ` 05/25/04 Building Official Date i CERTIFCATE OF OCCUPANCY S_ REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE: 5/21/04, PERMIT #: 04-915 ADDRESS: 229 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: MARK 407-466-4366 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the; C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering 5 Z,4/0¢ El Public Works Utilities Fire N/A 11 Eo Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE: 5/21/04 pia' V. PERMIT #: 04-915 ADDRESS: 229 CLYDESDALE CIRCLE BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: MARK 407-466-4366 1; 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 Ublic Works 'C' S= Z—'f Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PENT #: ADDRESS: CERTIFCATE PF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RES** _ UT6L91'1E5 DEPT. Request Recehmed __To Utility lnspeft ------- 3i INITIALS DATI 5/21/04 9w Utility Irisp or's Final 04-915 0 FDFP cle flra-l-P- - I City Service's LGse1?tlerl#s DA`ttl'fMeW "" Yr-------------------. BAKERS CROS§NG------------------ ---------- ---------I 229 CLYDE CONTRACTOR: D R HORTON i PRONE #: MARK 407 ;466-4366 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. s iPkr tl Engineering Fire N/A I: li Public Works 11 Zoning N/A n tilities i Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD 5%21%04 Address Misc. Information Maintenance 09:09:51 Lor_ati'on ID . . . . . 230705 Parcel Number . . . . 18.20.31. - - Alternate location ID Location address . . . 229 CLYDESDALE CIR i Primary related party SCOTT JOHNSON Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 CSVC UT LOT 64 **************** 20404 2.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 44TT 0 CSVC UT BP 4-915 PD - -04 SEE REC 92 4 4 4.00 CSVC UT 4"WA METER SET FEE $190. 00 PD 2-3- 4 20404 5.00 CSVC UT 77 REC 392 04 4040 _ 7. 00 00 _ 9n _ rU_._0U More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. O.M.B. No 3067-0077 Expires December 31, 200E l I I SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON i BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 229 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, L.egalDescription, etc.) LOT 64, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., ;Residential, Non-residential; Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ' tf' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD'ZONE(S) Zone AO, use depth offlooding) 1202940045 E 4/17/95 4/17/95 A 24.5' rs iu. inaicare me source ofme base Hood tievauon (bl-t) data or base hood depth entered in 69. J 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 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date III SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED), i C1. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction A new Elevation Certificate will berequired when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram I accurately represents the building, provide asketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/Al A30, ARIAH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is d'rfferent 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 orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. I Datum NGVU29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? []Yes ®No I o a) Top ofbottom floor (including basementorenclosure) 29. 3 ft.(m) ca o b) Top of next higher floor NIA,co o c) Bottom of lowest horizontal structural member (V zones only) N/A . ft.(m) o ood) Attached garage (top of slab) 28. 8ft,(m) E 1 o e) Lowest elevation ofmachinery and/orequipment W i° servicing the building (Describe in a Comments area) 28.8 ft.(m) o f) Lowest adjacent (finished) grade (LAG) .. 28.3 ft.(m) z' o g) Highest adjacent (finished) grade (HAG) 28; 6 ft.(m) o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade 0 o I) Total areaof all permanent openings (flood vents) inC3,h 0sq. in. (sq. cm) SECTION D - SURVEYOR,. ENGINEER, OR ARCHITECT CERTIFICATION y, 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 Con this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDORVEPPE, SU WINTER PARK FL 32789 SIGNATURE (( DATE TELEPHONE l 5/20/04 (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 ForlnsuranoeCompany Use. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andlor.Bidg. No.) OR P.O. ROUTE AND BOX NO. Porky Number, 229 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) O community O a9 P Y O g CopybothsidesofthisElevationCertificatefor1oommun+ official, 2 insurance enUcom an ,and 3 building owner. COMMENTS i ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL i I MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT a Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) p For Zone AO and Zone A (without BFE), complete Items E1 through E4. If theElevation Certificate is intended for useas supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number —(Select the building diagram most similar tothe buildingfor whichthis 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 thebottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 withopenings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top oftheplatform 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 thebottom 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 I The property owner or owner's authorized representative who completes Sections A, B, C (Items CD and C3.i only), and E for ZoneA (without aFEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and Eare correct to thebest of myknowledge. j PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized bylaw orordinanceto administerthe 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. Tiie information in Section C was taken from other documentation that hasbeen signed and embossed by a licensed surveyor, engineer, or architect who isauthorized by state or local law to r7dlfv P-IP-vAtinninfo rmAfion. f in(tir;dprha Cr)i jrrF1 nnrf rinta offhn olovmfinnrinfn in rho rnmmonfo roa Iwlrx<i 1 - G2. A communityofficial completed Seclion E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or ZoneAO. G3. The following information (Items G4-G9) is provided for communityfloodplainmanagement purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE10CCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions I PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 64, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.H.I. TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIA MILLI. ANDERSON D.H.L MORTGAGE COMPANY; LTD. NOTE: THE FINISHEDFLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CLYDESDALE CIRCLE _ TRACT " A' GR30, APHICSCALE50' RIGHT OF WAY - 0 15 30 : - o N89' 36'15"W L 196.07' - PT 1 PC wl CENTERLINE OF Mlo 75.00' RIGHT-OF-WAY N l0 z8 Z: S89'36'15"E B4. WALK IS....;. 'r - WALK IS 1. 3' OFF- 10' UTILITY EASEMENT - 1.3' OFF J ---------- 3- C/W.'CONCRETE:. N DRIVEWAY,' LL I d' Lo LOT 63 c N N dN' O Z ONE STORY. o CONCRETE BLOCK o a viRESIDENCExaFINISH FLOOR ELEVATION= 29.28' a D. y 40.0' 20.0'—• PATIO... 9. 0,.. LOT 64 20' ENVIRONMENTAL nn,., ron,. eeen—T' 7 L i. 2. 7' OFF BRICK WALL WALL lb 2. 7' OFF N89' 3511811W 75.00' TRACT „ I„ NOTE: LANDSCAPE BUFFER i. ALL DIRECTIONS AND DISTANCES HAVE LEGEND BEENFIELDVERIFIEDANDANYINCONSISTENCIES HAVE BEEN NOTED ON THE BUILDING SETBACK LINE - SURVEY, IF ANY. CENTERLINE FND NAIL AND DISC QLBp467t (05/19/04) 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT of WAY LINE 29. 22 EXISTING ELEVATION FND 1/2" IRON ROD AND CAP 0SET/FOUND ON 05-19-04 UNLESS OTHERWISE LB #6393 (05/19/04) SHOWN. O CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS I DENOTES DELTA ANGLE L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR PRM . PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PCP PERMANENT CONTROL POINT PC_ DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. P) PER PLAT PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY - 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND C/ W CONCRETE WALK- TYP TYPICAL " A/ C AIR CONDITIONER LOCATED EXCEPT AS SHOWN. S/w SIDEWALK CP CONCRETE PAD CBW CONCRETE BLOCK WALL Cs CONCRETE SLAB RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE C CHORD LENGTH OHU .OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL .OF A FLORIDA LICENSED PK PARKER KALON RADIUSICATIONIDPOL POINTIF ONLINE - SURVEYOR AND MAPPER, POC POINT OF CURVE PCC POINT OF COMPOUND CURVE - POD POINT ON BOUNDARY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY, NO120294.0045 £ DATED 4/17/95 AND FOUND SUBJECT TO THE SURVEYOR'S NOTES ' THESUBJECTPROPERTY .APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN: CONTAINED HEREON MEETS THE APPLICABLE THESURVEYORMAKESNOGUARANTEESASTOTHEMINIMUM" TECHNICAL STANDARDS" SET FORTH - ABOVEINFORMATION. PLEASE CONTACT THE LOCAL F. E.M. A. AGENT FOR VERIFICATION. k y BY THE FLORIDA BOARD OF PROFESSIONAL ELEVATIONS SHOWN HEREON ARE BASED ONSEMINOLE COUNTY SURVEYORS AND MAPPERS IN CHAPTER VERTICALCONTROLASFURNISHED. r n 61G17-6; FLORIDA ADMINISTRATIVE CODE BEARINGS SHOWN HEREON ARE BASED ON x, PURSUANT TO CHAPTER 472.027, FLORIDA THE EASTERLY LINE "OF LOT 64 AS STATUTES." BEING S00'42'26"W PER PLAT. FIELD DATE:) "2-11-04 REVISED: SCALE: 1'' = 30 FEET APPROVED BY: SJ FOR AMERICANSURVEYING' & MAPPING ASM43056 FINAL 05-19-04 VH CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 G I( J THE FIRM JOBNO. FOUNDATION 2-23-04 CKB 1030 NORTH ORLANDO AVENUE. SUITE B DRAWN BY: WINTER PARK, FLORIDA G EN K. BEL PSM 4 24 DATE PLOT PLAN 11/14/03 SDO 32789 (407) 426-7979 IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75898 DATE: BUILDING PERMITPERMI MBER: ___ (CITY) COUNTY NUMBER: UNIT ADDRESS: / -L- ---------- TRAFFIC ZONE: JURISDICTION: (k, CITY-DF ............ SEC: TWRj RNGu PARCEL: _______________ SUBDIVISION: u L TRACT: PLAT BOOK: _... .... ..... ____ OWNER NAME: L/ l ADDRESSr C 7 APPLICANT N/9E: ADDRESS: ________________________________________-____-__-_-_--_-_--_------- LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Constructioo FEE BE-N-EFIT RAT-E FE-- E UNIT - RATE_ - PE-R # & TY_PE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS --_---_-_---_---_--------__------_----_--_-------------_-----_--_--------- ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS 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.O0 AMOUNT .00 STATEMENT RECEIVED BY: ``_v r` / ] SIGNATURE: PLEASE PRINT NAME) L/ DATE =/ V` NOTE O RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CIT\ 2-ApPLICANT 4-COUt NOTE** ' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT,. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, DR OWWER, TO APPEAL THE CALCULATIO148 OF THE ROAD, LIBRARY SYSTEM AND/OR EPUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A AMQITTEN REOUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDEP, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A**''-' SINGLE FAMILY BUILDING PERMIT******************** FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200'r Read 1.7. SECTION A - PROPERTY OWNER INFORMATION I For Insurance Comp qUse: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Inds ding Apt., Urtit, Sufte, arOa Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL NumberIj/ XXXX CLYDESDALE CIRCLE 1/ CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 64, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc Use a Comments area, ff necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (type): A W' or ##.#####r) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NRP COMMUNITY NAME & COM UN11Y NUMBER BZ COUNTY NAME M STATE SEMNOLE COUNTY 120189 SEMNO11 FLORIDA B4. MAP AND PANEL 67. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6, FIRM INDEX DATE EFFECTNEIREVISED DATE B8. FLOOD ZONE(S) ZoneAD, use depth of Aooft 120 4 E 4117#95 4117/95 A 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile FIRM 0 Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9. E NGVD 1929 NAVD 1988 Other (Describe): B12. Is the buildng located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: E Construction Drawings' Building Under Construction" Finished Construction A new Elevation Certificate Oil be required when construction ofthe building is complete. C2. Building Diagram Number1(Select the building diagrammost sirnilarb the buildingforwhich this certificate is beingcompleted - seepages 6 and 7, 9nodiagram accurately represents the building, provide a sketch or phdograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR ANA, ARIAE, AR/A1-A30, ARIAH, ARIAD Comte Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used forthe 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 Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top ofbottom floor (induding basement orenclosure) 28. 3 fL(m) o b) Top ofnext higher f1w WA, _fL(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. ft.(m) o d) Attached garage (top of slab) NA, ft.(m) o e) Lowest elevation of machinery ardor eWipment servicing the building (Describe in a Comments area) NIA. ft.(m) o f) Lowest Aacent (finished) grade (LAG) NIA. ft.(m) z . o g) Highest a4aoent (finished) grade (HAG) NIA k(m) o h) No. of permanent openings (flood vents) within 1 ft above e4aoent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h Q 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. l understand that any false statement m be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTI STkEJNTE.1$0 , r A ^ ORLANDO FL 32803 12110M 407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions suolllpe snolnaJd Ile sooeldaH £ooZ AJenuer't£-Le wJod yW3d sluau Lpge l! amq Pe40 S1N3WW00 31` O 3WUN`JIS 3NOHd3131 3WVN "NnWW00 31111 3V4VN S.I'VlO1d301V001 wrge0 (w),u — — :s! ails 6u!PI!nq a ple 6u!poop JO 41daP (OV auOZ u!) 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Wopa40 Q102i1N001V0112I3A AJNn00 310NIW3S NO 03SVS 38d NO3a3H NMOHS SNOIIVA313 S1N3WW00 Jaunno 6upl! nq (£) pue 'Auedwoopua6e aonJnsul (Z)'p!ayl0 Sl!unwwoo (l) x4aleoUM uopenap S!41 P Sap!S yloqAdo0 RIMM1NO3) N011VOIAIN33 J. 331JH3W 110'2I33NIJN3 `aoamnS .0 N01133S W a210dNVS Jaq= N oldN Aueduroo 3000 dIZ 31d1S KUO J"WN &god ' ON X09 aNV 31n WO'd W ON '6PIa JoIP-'al nswn''Jd`d WPnpul) SS3WW133HIS ONI011na esnkwu,oa n ems,! Jod V uolpn woo uolpuuolul 6ulpuodsauoo e4l Adoo `saseds ase4l ul :IW.LaOdWI PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 64, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 67 CONTAINS 8456 SQUARE FEET t HIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 523 SQ. FT. t TOTAL SOD 5753 SQ. FT. 3 CLYDESDALE CIRCLE TRACT "A" 1" = 30' 50' RIGHT OF WAY GRAPHIC.. SCALE 0 15 30 N8936'15'W 196.07' PT w PC CENTERLINE OF RIGHT—OF—WAY rl Z;" 75.00' S89'36' 15"E y7.1 10' UTILITY EASE ENT S.. N b111VE' 20.0' I C0kRE0 i ENTRANCE 27,a Wcl PROPOSED A/C I LOT 63 MODEL 1732 FINISHED FLOORELEVATION.26.3 s5.00' I to -to N i N cVLOT 65 I O Z I I O ao. 0o' I N i 15. 0' o.w I 20. 0' AT10LOT64I DRAINAGE TYPE B L t— J 6.3 PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' I1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THEPROPOSEDHOUSE. 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 RI.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 PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 64 AS BEING S00'42'26"W PER PLAT. TIELD DATE:) REVISED: SCALE: — I" = 30_FEET APPROVED BY: SJ JOB N0. ASM43056 DRAWN BY: PLOT PLAN 11/14/03 SOO 20' N 89'35' 18"W 75. 00' PLANS REVIEWED TRACT " I" CITY OF SANFORD LANDSCAPEBUFFERLEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE PROPOSED ELEVATION PCC POC POINT OF COMPOUND CURVATURE POINT ON CURVE PROPOSED DRAINAGE FLOW OR POOFFICIAL RECORD PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LSLANDSURVEYORPCDENOTESPOINTOFCURVATUREPRMPERMANENTREFERENCEMONUMENTPIDENOTESPOINTOFINTERSECTIONPCPP) PERMANENT CONTROL POINT PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT TYPDENOTES POINT OF TANGENCY TYPICALCALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/ W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CPCONCRETEPADCSCONCRETESLAB PD PLAT BOOK C CHORD LENGTH PGSPAGESR/W RIGHT—OF—WAY SO. FT. SOUARE FEET 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 VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE F1 ` RuJ A' JR. PS 14 8 onrE G; 1ASM43MM430%"q. 11/14/1= 3:1M PM Alt Sentricon* Colony Elimination System Pretreatment Plan Agreement Dnte of Install ; Contrnct Number 11\RO ... . Phone & Email INSTALLATION ADDRESS; Quarterly Payment Amount First payment due on the Instal Anniversary Dato) Any payment deemed.30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System, Name Address City/State/Zip Phone & Email SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED; tt-t2 1 DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will. warrant the structures) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceedS1,000,000. Apex may chemically treat the affected area of the property at n'oadditionalcosttotheCustomers THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSl`IALLG0 ME RELATIONSHIP OF THE PARTIES, Apex Representative Signature Ditto iistomer or gent Signature DateApexPestControlInc., (Apex) will, in substantlal compliance with all federal, state, and local laws, rules, and regulations, and ' all applicable recommendations contained In literature provided by DowElaneot1, 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; and4oduringthoseyears, inform the Customer oftnoanyneworIncreasedtermiteactivitynoted 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. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthObligation. PretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifledpropertysubjecttothetermsandconditions of agreementforgTheSentriconer quarter (3mo period) payable on or before the end of the previous monitoringthis thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, notto period. AfterPer year, exceed IO / o The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to m baited freefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil aontaet standing under piertypestructure, or as noted in "Special or Additional Comments,, maintain the areas) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the root or otherwise i nding water. The CustomeralsoagreestonotifyApexofandthearea(s) baited. At no time will damage caused to an ' Insect infestation, be the responsibility of Apex In areas where any of the conditions described i nto, onto, or under'. y portion(a) .of the Structure(a), even by an active wood destroying. of ApextoalerttheCustomertoanyoftheaboveconditionsdoesnotalter'the Customers responsibilityunder n thiaParagraphexist, Failure. DISCLAIMER: COMPANYDISCLAIMSALLOARy`, der this paragraph, INCLUDING STATUTORY `' S'A A.NTIES, AND WARRANTIES, W R EXPRESS FURTHER, RCH R, CO PAN FITNESS FOR A PARTICULAR IFICAL EY D DISCLAIMS OFW OR IMPLIED; FURTHER, COMPANY HAS MADE NO ANY FLIED NLUM ES. OF SERVICE PROVIDEDHEREUNDERFIRMATIONOFFACTORPROOIi;kCildANLII{E SERVICI'. Customer expresslywaivesandreleasesanyclaims '!n y jCREATED OR A, Mp E TOTIM PRODUCT OR'. negligence, torts, personal Injury, death, violation of any statute, rule, or re UNTED TO AN EXPRESS W titration or otherlegalproceedingagainstApp for compensatory, Incidental, consequential, exemplary, gulation, loss of use, diminution of value, economic, event shall Apexbeliableforanyamountgreatertaptamouintplaidbythc'Cuebleiorert special for if any kind, and In no. p the service tobeperformed. SENSITIVITY/PHYSICAL FACTORS; Customer understands and agrees that (I)It Is the responsibility of all famlly members, visitors, guests, and/or other temporary or permanent occupants to consult it 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, sensl't vlty concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exaterbated by the products and or techniques utilized by Apex, GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,goneral terms and conditions are hereby made part of this contraet and Apply without exception, i. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS; The Customer understands that% All eompone'nO of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer his 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 as Installed', by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco.or.lts representative are authorized by the Customer to retrieve from the Customer's promises 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 Sentrleon* System it. Apex will; (1)so notify the Customers (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relatlonship(notet Conventional "liquid barrier" method of termite control may not offer an 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, glue 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 dlfferent.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and/ (S)rstrieve, or advise DowElancwor Its representatives where to retrieve, the Components from the Customer's premises; andb, the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval oftheComponents; and; (2)e1ther 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 Installatlon. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitleide being applied on or close tothelocationofanyStation, or; (3) soil Is removed or added around the foundation, oil (4) any tampering -of baiting equipment or suppliesoccurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may vold thisAgreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customersexpense, 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 partoftheCustomer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT, All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located InMerrittIsland, Brovard County, Florida. In the event of failure to matte payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumul'ative, and (2) Interest shall accrue atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brovard County, Florida, If any part of this Agreement isheldtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement sheffallremain In full force and. ect. 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 revisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/ CONDUCIVE CONDITIONS Apex's liability under thds Agreement will be terminated If Apex Is prevented from fulfilling ItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, stt'Ikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apexdisclaimsanyliabilityforspecial, Incidental, or consequential damages, Thls Agreement does not cover and Apex will not be responsiblefor; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry (allure or grade alterations; 3)termlts damage resulting from direct wood to soil contact; (4)furniture and contents; (6)areas of existing damage unless areas have been repairedbyCustomersevidenceofreceipts. ARBITRATION, Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, CustomeragreestosubmitthedisputetotheleastexpensiveprocedureofarbitrationInaccordancewiththerulesandproceduresfotcommerclalarbitrationoftheAmericanArbitrationAssociationoranysuccessororganizationsandInaccordancewithandsubjecttoall' thq' provisionsoftheUniformArbitrationActasinforceintheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et—. s Th( proceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brovard County, Florldtt at the offices of Apex or It: designee, The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil befinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indlvldual'bnsis andnotaclasswidebasis. Apex shall recover all tees, costs, and attorneys fees associated with the arbitration proceedln'g. ENTIREAGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties any nootherrepresentationsofstatementswillbebindingontheparties, REFUNDS. Apex at any time on or after 36 (thlrty-six) months from the initial date of Installation, terminate this Agreement and b relievedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that It Is unable to prevent or stop further d fromsubterraneantermiteactivity, Partial refunds may be matte under the discretion of Apex Pest Control Inc. amage to Proprtyt NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be Made Immediately in writing t TheApexCorporateOffice, Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Identltie PropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -Inspection) Whether the inspection was r entitlebytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (One) year from Its effective' date. Initial12 (twelve) month period, Customer may transfer or assign thls'Agreement with a transfer fee payable to Apex within thirty) (thirty) days of thetransfer of the treated Property, Trademark of DowElanco Brovard Area 08 S Plumosa St. Merritt Island, FL 32952 407- 459.2847 8ON929. 2847 Orlando Area 7006 Stapoint Ct. #G Wlnterpark, FL 32792 407. 858.0540 888. 764.2847 Tampa/ Sarasota Area 314 Faulkenburg Rd N Tampa, FL 33510 813- 221*2847 877. 459.2847 CD CITX OF SANFORD BUrLDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 0 I, Two (2) recent boundary and building location surveys showing Setbacks from all structures to property lines for permit for structures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: A. Foundation plan indicating tooter sixes for all boating walls. Provide side view details0 of these footors with reinforcement bar replacement. a b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sixes, smoke dotector, locatlon(s), landings, docks and stairs. Bathroom fixtnras and d13tAnC08 from walls art to be shown. Note the State ofFlorida roqulramonts for bath door for compliance of Handicapped Code (F.S. 553, Part 5) 0 C. Elevations of all exterior walls, oast, wort, north and south. Finish floor elevation height as per City Engineering Department or 0 subdivision plat. d. Cross sections of all wall sections to be used In the structure. Boaring nonbearing Inter and exterior. Show all components ofwall section. 0 0. Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and species of matorlals to be used. 0 f. Engineered truss plan with details ofbracing. Engineered beams for spacing openings to carry and support trusses. 0 g. Stair details with tread and riser dimensions, stringer size, methods of attachmont, placomsnt of handrails and guardrails. 0 h. Square footage table showing footagon Gamgos/Carports S.F. Porch(s)/Entry(s) ,. — SOP. a Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forams (Form 600-A•97) 0 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. 0 5. Other submittal Documents: 0 A. Utility letter or approval when publIe wat0r supply and/or sewer system connection to be mad*. 0 b. Soptic-tank permit to be obtained from Seminole County Health Department att 400 W. Airport Bivd,Sanford, F1(407) 6654600. e. Arbor permit when trees to be removed from property. Contact the City Engineer for details ragarding tho arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footor 2. Underground, electrical, mechanical and plumbing3. Foundation elevation survey 4. Slab 5. Lintel- He boats . columns. coils 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10. Framing 11. Tonant Separation / flrowall 12. Insulation, walls and/or ceilings 13. Eloctricaiflual, mochanical final and plumbing final14. 15. Building final Other DATE SIGNATURE 03y Owner or Autho Agent) 2Zcf CI ydesdate C r THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D. R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE NORSE, CLERK OF CIRWIT COURT SEMINOLE COUNTY BK 05091 PG 0376 CLERK'S # 2003200218 RECORDED 11/06/M3 V#97i13 PM RECORDING FEES 6.00 RECMDED OY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, FloridaStatutes, the following information is provided in the Notice of Commencement. Description of pproperty: Lot( s) 61, 62, 63, fi4 and 65 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder ( if other than Owner): Name: Phone #: Address: Fax #: Contractor: D. R. Horton, Inc. Phone #: 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 #: F1E0 MP1 MARYANNE Mt OLERK OF CIRCUIT COU" 6'EtAINOLf COUNTY. FLORIDA orpi11V M1 FRK Fax #: ' 6200 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: Marne: 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 differentdate is specified): D.R. Horton, nc 0 by— o awson, st ant Secretary Corporate Sea]) rt STATEOFFLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of oVe ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, on a a rporation. He/She is personallyknowntome. Notary Public, State and County Aforesaid O f I OULTONNOTARYLIC SPATE OF FLORIDACOSION NO. DDI34330MYCOSION E?(PtJLY26,2006tgnatureNotarySeal CITY OF SANFORD PERMIT APPLICATION Date: Job Address: Description of Work; Historic District: Zoning: Value of Worm Permit Type; Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poo] Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempoti*y Polo Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Citle., 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 _1.__ Commercial Industrial Total Square Footage; "?, "c 4. Construction Type: # of Stories: _ # of Dwelling Units:Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof ofOwnership & Legal Description) Owners Name & Address Phone: Contractor Name &Address: State License Number: Phone &Fax: _ "n oatact Person: l;:A l.' Phone. Bonding Company: Address: Mortgage Lender: Address: -- Architect/Engineer, Phone: J&a 7 Address. Fax:7 6CEfa_ 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 theissuanceofapermitandthatallworkwillbeperformedtomoststandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HE TANKS, andAIRCONDITIONERS, etc. OWNS 'S AFFIDAVIT: Icertify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable lava regulatingconstructionandzoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICP In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and them may be additional permits required from other governmental entities such as water management districts, state agenoles, or federal agmcies. Acceptant o i is fication that I will notify the owner of the property of the require ent of Florida Lien , PS 713. Sure of0 /Agent ^ Date Signature of Contractor/Agamt Data v iwia,vw va ,vv ioncB - Date . Signature of o lorida DateOFFIfA "rfA •OFFICIAL s PCAPAWT.RI1C19IACOULTOrFI.PATRICY PUBLICSTAYNNOTARYPACAOTULTOORIDqContractor ¢nt ICOw rui Produced YCOI3433pProd . M 262 f APPLICATION APPROVED BY: Bldg: LE r • ` a `r zoning: Utilities: FD: Initial & Date) Initial 8cDate) (Initial &Data) (Initial &Date) Special Conditions: 5'1\ 03. Lt 5 D. R. HORTON HOMES ) -73a F'L SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #( SUBDIVISION: BAKERS CROSSING ADDRESS a, a ' ` r C I 17 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL 1/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPE?C CONTRACT J. Limited Power Of Attorney I hearb .name and appoint: Craig Coulton and eT'GOT each agent's of D.R. Norton Inc, G E5) r r To be my lawful attorney in fact to act for me and ply The Building Dept, of: C j't, Op San, 5r, For a residential permit for work to be performed at: Lot # : Address: y Su C.'It L—TZ) PIA A,I f5 G'Y 55 Y1G( 4 And to sign my name and do all things that are necessary to this appointment, Richard B. Ladd CBC055300 Contractor State Registration Number I : ,- 7, a Signature of Contractor This foregoing Instrufne was acknowledged before me this: Date: q 35 By: Richard B. Ladd ( Contractor ) Who is personally k ow to me, State of FI, County of Notary Seal CITY OFSANFORD P.O. Box 2847 SANFbRD FL 32772 PHONE JJ (407) 330,5630 APPLICATION I:OR UTILITY SERVICE ACCOUNT (I" U L L N AIvM) "Ad@ e-t?q'odvtl! FAX 11 (407) 328-7367 SERVICE A ' . pnREss ( ) ' rot- r M.A1L1NG A.DDRESS(o250 -wankh l ' TURN ON DATE ' oZrvP .."'m ZIF,^3 MISINGLEFAMILY RESIDENCEMULTI -FAMILY RESIDENCECIJJ'r-1 ex1` COMMERCIAL 94;4 W## SOCIAL ORK SECURITY## HOME# N-R OWNER OF PROPERTY -t-._,, I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY, T DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL DATE CUSTOMER# LOCATION# LAST BILC READ THIS READ CSR 0ATE= 10-03-203 9:52AM FROM P.1 CITY OF SANFORD PERMrr APPLICATION Permit # ` ( Date: fob Address' j1p q (v QA Description of Work: Historic Disttnct: Zoning: 'Value of work: S. O CJ mw v o r.t_ Permit Type: Building Electrical ,_ Mechanical Plumbing Fire Sprinkler/Martn Pool Electrical: New Servioe — # of AMPS Addition/Alteration Change ofService Temporary Pole Mechanical; Residential _ Non -Residential Roplacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures _ All of Water & Sewer Lines # of Gras Lints Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial —_ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: Al of Dwelling [Units: Flood Zone: (FEMA form required for other than X) Parcel #; (Attach Proof of Ownership & Legal Deacrlprioh Owners Name & Address: , t n 46 50 >F 4' . %+- llL4 +fK i' Dr7a 010, —Phone: Contractor Namc & Address: 1411, State , Phone&Fnz; -t v factPerson; Or ivs+ i0?_a7ev, Phone! Bonding Company: Address: Mortgage Lender: Address: Archite¢UEngincer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstNetioninthisjurisdiction, I understand that a separatepermitmustbescouredforELECTRICALWORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONRRS, etc. OWNELS AFFIDAVIT: I certify that ati of the foregoing infomwdon is acouale and that all work will be done in compliance with all applicxhlc I,rwx mpulatinsconstructionandzoning. WARNINO TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YC1UIt PAYING, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR ANATTORNEYBEFORERECORDINGYOUKNOTICEOFCOMMENCEMENT, N Imo: In addition to the requirement. of this permit, there may be additional restrictions applicable to this property that may be found in due public records ofthiscounty, and there may be additional xrmits required from other govcmmeotal entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification drat I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. Signature eOwncNARanr Date Signature ofContractortApetit Vatc Print OwncdAgcnt's Name Signature u Nvtary-State of1 lurida Datc Uwncr/Agent is personally Known to Me or Produced ID APPLICATION APPROVED BY: Bidq: Initial & Date) Special Conditions: Thomas Ward Print C. avor/Agent's Name Signature of ry-State offluri Bonny G Logan My Commission DD201551 Contractor/Agent is 1 cryonally Known to Me o w Expires May 17 2007 Produced ID— A zoning: Utilities: FD: Initial & Date) (Initial & Date) (initial Ole Date) a 1 Oeoe- e'k 7L TTCYY/'^T d-4"/ti7TYf YILTJ" 1%.130 "JUd-2L%Yi'l %JJNW%Jr9 ilk. Architectural/Enb nv; ;rin$ SOiviczs Lic #AR12079 — FE # 13747 .— AA # ODU3325 1441 N. Ronald R agan Blvd. , Longwood, FL. 32750 Phone: (407) 774-6078 • FaX: (407) 774-4078 E-mail: abdongnC abdesigngrouf)xom April 22, 20(A City of Sanford Building Department 300 N. Park Avenue Sanford, Pl. 32771 RR Bakers Crossing Model 173 — F L Lot 64, Phase 11 To whore it may concern_ 1n regard to the above referenced. project: Please refer to page D-4 of 4 of the submitted plans for door opening rough fi=ing details. This meets or exceeds all criteria in reWd to ];Btu 2001 Edition, Chapter 16. If you should have any tluestians, please feet free to contact me. WIM 4W ZO/10 3DVd d1odg W SM 9V BIOVVLLLOb Z 1 :0Z VOOZITZ/Vo ti3P .:;:... _ .•i•.'"- :.: -. ... ....,- . Y dlZh`•. ?;';Yir1 c 4 wn^lYtt' x, M CITY OF .SAUNFORD PEP-?+l T AFPIJ CATION Permit n . LJ_'% 11/ r Date:Date: Job Address: L• / 7 4 Z Description. ofWorl 9 ?, .. t=G;W. A t:wN' l3istoric District: Zoning: Value of Work: S ood— Permit Type: Building Electrical N,echanical r Y Plumbing Fire Sprinkler/Alarm Foul Electrical: New Service — # of AMPS Addition/Alteration Change of Service TempoAin, Pole Mechanical,! Residential 1"....... Non -Residential Replacement New (Duct Layout &tc Energy QIIS Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines of Gar Lines Plumbing/New Residential: # of W Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential t' f Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (.tiici WAD ; ) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: aM ATR TW.ATMr-1 II MPf %Vn— _ License . N Phone & Fax: Bonding Company: Address Mortgage Lender: _ Address. Architect/ Engineer: _ Address. Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commeru:ed prior to the issuanceofapermitandthatallworkwillbeperforatedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVfT: I certify that all of theforegoing information is accurate and that all work Nvill be done in compJilince with all applicable lrw;. 1-rp,ixting constructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF CO ENCEM (T MAY RESULT f! l Yc I n 1'r..'UdG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, t l NSU T WITH YOUR LENDER OR A)J ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. / N TICS: In addition to the requirements of this permit, there may be additional re this county, and there may be additional perms s required from other governmental Acceptance of permit is verification that I will notify the owner of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personalh Kno m to Me or Produced ID APPLICA1 ION APPROVED i3Y: Bldg- Initial & Date) J7iclal ( ondmons: that rrtay ound in the public records of cts, to agencies, ro fr:dri ,t bgerlcies. w, FS/113. 1 I 2004 Sr aw of ConLZCtOr/Agent Date ERT G. DELLO RUSSO P I Contractor .A2enl' Name p r Al{ Signature of No_ •State of Flon Date Contractor/ Ace-.::> _ Personaio Known to Me or Produce" . D Zoning. .::;,. I: D: Initial & Date) Initial t Date) (hrival & Dat: MIRINDA C. TURNER MlbblUN # 00 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Public U:ndorwhlars 1 2064 6-06-203 7 : 09AM I= Rum w!,p"Y.. ,t - Ir'J,Y,1t•.7M r!:w'YIIM.t,i.qu['4.:itnnl: in.. .,,fie: .. r';4:., .. CITY OF SANFORD PERMIT APPLICATION Permit x : Job Address: Description of Work: Date: c-r . lt., Historic District: 7,raning: Value of Work: S POr111l1 TypOI StlildlnK,,..^ Elcuttical Mechanical Plumbing Fire SprinklerlAlarm Pool l lKRIr Al. NOW ,Stlfvlce ^ # ofAMPS Addition/^Itefuion Chan of Scrviec Tempat9iy Pole Meelianleta4: ResidAtulal • felon -Bess ontial 1j,Fplactrt7#ant New (Duct L++yaul d4 energy CillC. Regtiifod) Plumbing/ New Commercial: a of Fixtures fl Of Water & Sewer Lines tt of Gas lines Plumbing/New Residential: k of Water Closets Plumbing Repair— Residential or Commercial O T ' Residential Commercial Industrial Total Square rootage: ccusW1 ype' Construction Type: N of Stories: Is of Dwelling Units: ['food Zone: • (FES11A tort) mquirod for other than X) Parcel s: Owncre Name k Z' Anseh Proof of Ownership Q r U. 1 E ` Phnna: _ Ci.;'-L00 Contraptor Natno & Addreu: ' r{(-3 s--' " -` • , "' . - I.,I,. _Z State LicenseNumhtr Pho—qua I&s•iFLax .zff-- Contact Person: bonding Company: Addecsr: — _ -- Mortgage Lendar Addreu _ Phone'. Archiuct/Enginetr: — Fax: Address: Application is hereby made to obtain a permit to do the work snd installations as indicated. 1 certify that no work or instillation has commenced prior to theissuanceof* pdmig and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, 1 undgstand that u separewpermitmustbeseaurtdfbrELECTRICALWORK. PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, oto. O— WN_ R'% AFFIDAVIT: I Certify that Allorthe foregoing information Iraccurate and the; all wrxk will be done in compliance w+th a#1 Applicable laws regulatingeonsaootionandacinjinS. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMRNT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WPTH YOUR LENDER OR ANATTORNEYBEFOREgUCORDMOYOURNOTICEOFCOMMENCEMENT. NOTICE: in addition to slit requirements of thin permit thert may be additional restrictions applicable to this propetty that rmY be found in the public records ofthiscounty, and then nuy be additional permits required fmm other govetmmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property of the requirerric f l'-lo ' a n Lsw, F' 13. Signatury of Owner/Agent Dale Sirnta ore of Contractor/Avant Date Ca w_^ e Print Owner/Agent's Name Ent CunmxtQr/ Agent s Nu Signature of Nutary•Srats of Florida nxta Signature of Moo - tc nt'F'londi Dole iwner/Agent i.t .,-__ Yeriunnny Knnwn to Md ut. t,'w tnctnr/Beene IS ;, rar„onoily Known Iv Mc w APPLIC'Al'IU\' AI'NItOV I"D lly' Illdg: __... Luuutv:. ,,• I,itiliuus; _ _ F'D. _... In t nl8 i)stu) (h,itial d Dote) (Igitisl Date) (Uwtial S 1)Jtri YP--, Marie A, ZettlemoyerAy Commission 9DD221380 Expires: Jul 15, 2007 Bonded Thru Atlantic Bonding Co., Inc. CITY OF SANFORD PERMIT APPLICATION Permit # : V T - Date: 2) Job Address: nl ., r 01 di o LA Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - // of AMPS _ Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non-Rcsidcntial Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures // of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets "-- Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood 'Gone: (FENIA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: ContractoWMW4kQEe 1mawg, INC. nBOX 620027 'State License Number: C. - t 7.Jp1 Phone & l A+CA r FLORIDAFLOContact Person: Gc'} Phone: Bonding Company: A.M- AAITAGC Dt UMIR1 IPA M. Address: Mortgage Lender: Address: Architcct/Engincer: Phone: Address: Fax. Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfommcd to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAViT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirement FI ri aw, FS 713. ture of Owner/Agent Date Signature of Contractor/Agent Na""`Dc A. T f,-.;A k Print Owner/Agent's Name Print Contractor/Agcnt's Name 1i th"''"'t,, fit- Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA+ Y. HAIL Owner/ Agent is _ Personally Known to Me or Contractor/Agent is ! Personally Know Notary Public, State of Florida( Produced ID _ _ .— Produced ID M m. UP. Feb.1, 20M Comm. No. DG 960120 APPLICATION APPROVED BY: Bldg: Initial & s Date) Special Conditions: lonin: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) ORt4 600A-2001 FLORIDA ENERGY EFFICIENCY CODE Y FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1 32 Builder: DR HORTON Address: 5., Cr`aesJO-.1 C'' . Permitting Office: City, State:czvi j. 'C Jc Permit Number: Owner: ID.R . 40015M Jurisdiction Number: Climate Zone: Central !+ 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1732 ft' c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons Y a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 W _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DIIP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 W _ I5. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 1 -kip- DATE:, a3.02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE: i I- I (_ (=)'-3 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: PLANS REVIEWED EnergyGaugeO (Version: FLRCSB v3.2) %.11 i %.,.'f' ,wavirvriu FORM OOOA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2,82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 6310.1 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 202.0(p) 31.8 6423.E Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.6 As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge4D/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System - Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 34989.3 1.000 1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 1 34989.3 1.00 1.250 0.283 0.950 11758.5 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCS8 v3.2 FORM rpOOA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.6 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1732.0 0.28 485.0 1732.0 -0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM,60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: BASE AS -BUILT Winter Base Points: 6391.0 Winter As -Built Points: 7979.2 Total Winter X System -= Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 7979.2 1.000 1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0."6 0.950 4229.0 EnergyGauge"" DCA Form 60OA-2001 EnergyGaugeWFtaRES'2001 FLRCSB v3.2 FORK60OA-2001 11 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms 0 Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water = Total Points Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 1 11759 4229 10495 26482 EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM,600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC 1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings-- 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on_perimeter of floor_cavit between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. BA.22 OT14FR PRFSCRIPTIVF MFASIIRFS Imuct ha mat nr PYr_apdad by all racidancac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must_be provided. External or built-in heat trap r uired._ i Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge&FlaRES'2001 FLRCSB v3.2 i ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. i. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, ifmulti -family 1 _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 1732 ft2 c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 0:2 _ HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft2 EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 112 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 112 _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, It. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) Q4 StIE sT.gl in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ti xi, .' ,°; ,• Builder Signature'-'l ((ty Date: I i- 1 (- 03 Address of New Home: l Ct - (. L ' City/FL Zip.- 2*W-bi' !!) T1 eoD wrgTq' NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStar711designation), your home may qualifyforenergy efficiency mortgage (EEM incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edufor information and alist of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGaugeg) ( Version: FLRCSB v3.2) a i I RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 y ( 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method S imp l i f i e d Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.R.) 1732 1732 Volume (cuff) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 11/16/98 Job# 1732 Wthr Orlando —AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANE Make TRANE Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0.041 CFM/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V I 3. 0. 12 S/N 10 315 Printout certified by ACCA to meet all requirements of Manual Form J f RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* I. Winter Infiltration CFM 0. 8 AC/HR x 13856 Cu.Ft. x 0.0167 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* l . Summer Infiltration CFM 0.4 AC/HR x 13856 CuTt. x 0.0167= 93 CFM 2, Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load IA x 50 Vent.CFM x 18 SummerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0. 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J l ' - ` / 1732 Job# 1732 Zone: Entire House 11/16/98 1 NameofRoom EntireHouse Bk 4 FAM LAUNDRY RRunningFt. Exposed Wall I 202 . 0 Ft, I 29. 0 Ft. 41 . 0 Ft, 7. 0 Ft. Room Dimensions, Ft. 0.0 t. 13.5 \ 12.0 Ft, 20. 0 \ 20. 0 Ft. 7.0 \ 9. 0 Ft. 4 Ceiings.Ft Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST FITM Area Btuh Area Buth Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 1224 r 232 112 0 rr• Exposed b 12C 2.9 1.9 56 r 0 rr»• r,r, 56 0 Wells and c 1C 3.2 1.2 328 0 152 56 Partitions d 0.0 0.0 0 0 r.r, r.,r 0 r 0 rr,r rr,• e 0.0 0.0 0 rrr• r,rr 0 rrr, rrr 0 rrrr rrr D f 0.0 0.0 0 rrrr rrrr 0 rrr, r D r,r, rrr 0 rrrr r,,, 6 Windows and a 1C 37.0 153 5655 23 850 23 850 0 0 Glass Doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 19 429 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a IOD 14.7 9.9 38 559 376 0 0 0 20 299 199 18 265 179 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 3194 4192 162 275 361 400 678 890 63 107 1411 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 2236 0 29 752 0 41 1063 0 7 181 0 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c IbI0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Btult Lossa6+8..+11+12 26742 rr,r rr• 3003 rrr, r,,, 4831 1152 rrr 14 Duct Bradt Loss 10°/ 2674 10°/ 300 101/ 483 100/ 115 15 Total Btuh Loss = 13+14 29416 3304 5314 1267 16 Int. Gains: People rt 300 6 1800 0 0 4 1200 0 0 Appl. a 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH Gain=7+8..+12+16 20803 1706 3900 1090 18 Duct BtuhGain 10°/ 2080 10°/ 171 10°/ 390 10°f110 19 Total RSH Gain=(17+18)'PLF 1,00 22883 1.00 1876 1.00 4290 1.00 1208 20 CFM Air Required 1200 1200 1 135 98 217 225 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 1 Name of Room BR 2 BR 3 M/BR M/BTH Running Ft. Exposed Wall 27.0 Ft. 11.0 Ft. 32. 0 Ft. 10. 0 Ft. 3 Room Dimensions, Ft. 13.0 x 12. 0 Ft. 11.O X 15.0 Ft. 13.0 s 17.0 Ft 10,0 x 15. 0 Ft. 4 Ceiings,F1 Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Bluh EXPOSURE NO. Htg Clg Length Htg Clg Length Hig Clg Length Hig CIg Length Htg Clg i Gross a 14C 2.5 1.1 96 88 256 ra• rrr 80 rrr+ a.+a Exposed b 12C 2.9 1.9 0 ra. a 0 r.. 0 ar+a a 0 ar.r r Walls and c 13C 3.2 1.2 120 0 a. r. 0 r•• 0 rrr Partitions d r 0.0 0.0 0 0 rr 0 r.•a as.. 0 t+.. e 0.0 0.0 0 r a.a+ 0 s 0 a. srr. 0 ra rar f 0.01 0.0 0 raa aar• 0 r r++r 0 ra.. 0 sr. a+ G Windows and a 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 r.• 0 0 0 0 rra. 0 0 rrr f 0.0 0 0 0 0 0 0 0 0 7 Windows and Nortlt 22.0 2 44 2 44 4 89 2 35 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 14 685 14 685 28 1370 8 113 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a l OD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 o b 101) 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 191 88 72 177 79 224 512 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 intions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 165 210 367 221 375 492 150 254 334 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 IbIc 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtol Btuh Loss=6+8..+11+12 aar 2556 a•r• 1759 wa r•r 3790 r. r 1322 14 Duct Btuh Loss 10% 256 101/1 176 10•/ 379 10•/ 132 15 Total Btuh Loss= 13+14 2812 rsr. aa 1935 r.+ rr. 4169 1454 16 Int.Gains: People@ 300 0 0 0 0 1 300 0 0 Appl. tt 1200 0 0 0 0 0 0 0 0 17 Subtot RSH Gain=7+8..+12+16 rra aar 1425 r•r. rrar 1296 a«aa arra 2737 r.a sera 933 18 Duct Btuh Gain 10°/ 142 10°/ 130 10°/ 274 10% 93 19 Total RSH Gain-(17+18)•PLF 1 . 00 1567 1 . 00 1425 1 . 00 3011 1 . 00 1027 I-0I CFMAirR aired i I 115I 82I I 79 I 75 i 170 158 154 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job #: 1732 File name: 17 32 . bld 11 / 16 98 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N 1-1 D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R BR 4 a n ne a w c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 1732 Job# 1732 Zone: Entire House 11/16/98 d RIGHT J 3 0 12 SIN 10315 I AN1,AL 1. 7th C . Name ofRoom BTH KICTHEN DINING 2 Running Ft. Exposed Wall I 0.0 I't ( 31 . 0 Ft. 14. 0 Ft. FI Room Dimensions, Ft 9. 0 10. 0 FI 16.0 .X 14.0 FI. 14. 0 \ 18. 0 Ft FI. 4 C'eilugs,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Hig Clg Length Htg Clg Length Htg Clg Length Htg Clg Len6rth Htg Clg 5 Gross a 14C 2.5 1.1 0 248 112 a. s. araa Exposed b 12C 2.9 1.9 0 0 sa.. 0 ra a. Walls and c 1'C 3.2 1.2 01 0 rs u.. 0 a Partitions d 0.0 0.0 0 0 0 f 0.0 0.0 0 asw 0 0 ssrr 6 Windows and a 1C 37.0 0 0 10 370 23 850 Glass Doors b 8C 37.0 0 0 54 1996 0 0 Heating c 9A 29.9 0 0 0 0+"+• 0 0 d 0.0 0 0 0 0•++• 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 sass 7 Windows and North 22.0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.91 0 0 0 0 0 0 0 0 0 b 101) 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219 98 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 380 499 252 427 561 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 01 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Btuh Loss-6+8.+11+12 153 5704 2471 14 Duct Btuh Loss 10% 15 10°/ 570 101/1 24-7 15 Total Btuh Loss - 13+14 168 6275 2718 16 Int. Gains: People n, 300 0 0 0 0 1 300 Appl. Q 1200 0 0 1 1200 0 0 17 Subtot RSH Gain-7+8..+12+16 200 5328 2180 18 Duct Btuh Gain 10% 20 10% 533 10% 218 19 Total RSH Gaine(17+18)•PLF 1 .00 220 1.00 5861 1.00 2398 20 CFM Air Required 7 12 256 307 111 126 Printout certified by ACCA to meet all requirements of Manual J Form f ENGINEERING 4 BUILDER : - o PROJECT S"Ll7 a r' o.si MODEL\ BU'ILDING 1932 -b.V- 4 REVISION DATE: CARPENTER CONTRACTORS OF AP RICK, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 941) 294-6449 U David Norms,tngineer-irtg and Drafting ServicesEngineeringg Residential - Conunwciat Pierce & Eng. - Inspections - Permitting - SpeciaHzin8 in Church Design 112 Coieman Road, Wmter Haven, FL 33980 phone; (941) 299-1048 Pager- (941) 965-6956 Fax: (941) 291-4305 TO WHOM IT MAY CONCERN: This letter is intended to ad -dress the issue of deflection in roof trusses. As an unavoidable fact of physics, roof trusses are'allowedalloaed to deflect up to a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount ofdeflection in a specific truss design, the difference in deflection amounts of tr'ugaes adjoining different design conditions may pose an aesthis'Ic problem in the ceiling a<nd/or root plane. One procedure that may minimize the appearance of noticeable deflection difference would be the installation of 1/2" TKK. x 1. f" high APA CDX (or O.SS) strongba•cks staggered throughout the ars a of concern, prior to applying any dead loud. The plye000d. atrongbacks should be nailed to each truss with (8) 10d nails stacked throughout the 16" height of the stongback. in lieu of -plywood strmngbacks, 2 x 8.#2 Southern Pine strongbAcles iaay' be used or 2 x 8 #3 S.P. with no knots or imperfections in the bottom surface. The 2 x 8 strono"acks should be railed to each .truss with (3) 16d nails into each truss. Either choice of strongbacks should tie the trusses together and provide a more uniform deflection in the. area of transition. The strongbaeck bracing material is in addition to any permanent buildinq bracing specified by building designer and/or truss ma.nufactute:r, and will not adversely affect the performance of the roof trusses in any way. I.f you have Michaelis at 6449. Sincerely, any questioris, please feel free to contact Bob Carpenter Contractors of America, Inc. (813) 294- IXG I1a id R. X-orris; P.E. 3.21 0 4. , 0 December 12, 2002 Carpenter Contractors of America, Inc. 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest -mile wind speed Residential construction Enclosed building do meet the wind loading requirements of the Florida Building Code for: 120 mph 3-second gust wind speed Residential construction Enclosed building Exposure B If you have any questions or if I can be of further assistance, please call me. Sincerely, iER.. F. Z No.22639 '; = 12-1 -02A Walter P. Finn PE STATE OF c OR1Dp. Senior ChiefEngineer 0.1 WA43 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 - (800)755-6001 October 18, 2000 Mr. Jim Nick Carpenter Contractors of America 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a lx4 #3 Hem -Fir, for continuous lateral bracing. If we can be of further assistance or if you have any questions, please give me a call. Suicereiv, Finn, P.E. Senior Chief Engineer ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)422-8685 0 thin's HOW4. -Awl a1IftP6 78 NVE rA rk ftq I' TIM' N Via; i 4. . . . . fled: "k4 °one lac VIjti90&6" xy RIP"Od 40641 OUND., T 44 .-MOMHit; giial'sik-KR - Z, - Ow WT. T twAkne is SORSST YYLE) ClinillnWA. 4J*I*jr4rh9jWjg. 9 coon4ievs4on tiah. 9096 'A" {sApsrlQ Iw -- itili more th ja 1MI a; fig to - Qt w or 21 This is a recommendation only. Permanent. all llstructural elements and anchorage to accomplish 7 the transfer of the loads to other structural elarmawafte building to achieve total structural integrity is the TAIJresponsibilityofthebuildingdesignerperFiewidaBeM*n'gCode. 0 V the ends of The diAgonaI 4b Merwblg*., Rt WO of anchompOf rcsftaints- for WPW40C the%wcb IaIcW bracing is A 5 degree 4A m4 'V. The CLWits.,kell kbo - :% ViW2-16d common onils. STYLE ADJACENT TRUSSES 0MV—_ NWI_w ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 December 3, 1997 Mr. Jun Nick Carpenter Contractors of America 3900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Dave, As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacings for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Please note that 2-ply girders need to be nailed from one face only. SPACING OF 0.128" X 3.0" PNEUMATIC NAILS 1.7" O.C. 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 10.8 11.7 12.5 13.3 Note: The nail spacing of4" o.c. for web bracing to be the same for 16d common nails and for 0.128" x 3.0" pneumatic nails. Sincerely, ALPINE INEERED PRODUCTS, INC. W ter . F nn, P.E. Senior Chief Engineer am L" CONDITION "A" 11/2"L"CONDITION "B" MAXIMUM TRUSS BEARING CAPACITY CHART For Lumber Crushing) LOADS PERPE"JDICULAR TO GRitIi+i *) LOADS PARALLEL TO GRAIN ('11 R.''-:}::::: ,!} x2i1fni -JYlE9S. .'£L'.:'::..'.'.:::':.'......'... 1:YSJtf i.12:t1'f'.l.a:'....................':_.......'.....'.'..•.::.:...'. 41 R1 R1 R1 Bearing Dense R1 Bearing Dense 2 N 3 N. Width So. Pine So- Pine width So- Pine So. Pine Su. Pine 660 PSI 480 PSI L' 2000 PSI 1600 PSI 975 Pry 12" 49•5# 360# t i12' 1,27# ISai# Oo# 3/4' 7404 540# 314' 1,9001E 1,2904 750# 1' 990# 720# 1' 2,550# 1,725# 1;000# 1-112" 1,485# 1080# 1-112" 3,B.25# 2,580# 1,500# 2" 1,980# 1440# 2' 5,100# 3,450# 2,000# 2-112' 2,475# 1800# 2-112' 6,375# 4,300# 2,500# 3' 2,970# 2160# 3' 7,650# 5,175# 3,000# 3-112N 3,465# 2520# 3-112' 8,925# 6,000i# 3,500# 5-112' 5,445# 3960# 5-112' 14,1D00# 9,485# 7-114' 7,175# 5220# 7-114' 18,480# 12,500# Loads MAY NOT be increased for duration factor. Loads MAY be increased by appropriate duration factor. 1 1/2"( CONDITION "C" I RI REVISED FED 1/22/92 WARNING: TRUSSES REQUIRE DESIGN GRIT. TPI — — — — IMPORTANT: ALPINE ENGINEERED PRODUCTS. *jr- E)(TREME CAREINHANDLING. ERECTION AND SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THESE BRACING. SEE rgj (BRACING WOOD . TC LL: — — — — PSF I2/2D 90 SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR ANY TRUSSES COMM NT AND RECOMMEN- FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH THE DATIONS — -TP* SEE THIS DES" FOR ADDI- 1,161,668e 'DUALITY CONTROL MANUAL- BY TPI. ALPINE CONNECTORS ARE TIONAL SPECIAL PERMANENT BRACING - TC O L: — — — PSF MANUFACTURED FROM 20 GAUGE GALVANIZED STEEL UNLESS REQUIREMENTS UNLESS OTHERWISE SHOWN. VB A OTHERWISE SHOWN. MEETING REQUIREMENTS OF AMU MIS TOP CHORD SHALL BE LATERALLY BRACED 0 4 BC DL: — — — PSFENGo GRADE A APPLY CONNECTORS TO BOTH FACES AT EACH JOINT WITH PROPERLY ATTACHED PLYWOOD SHEA- AND LOCATE AS SHOWN BEARING WIDTHS ARE G' NOMINAL THING. BOTTOM CHORD WITH RIGID CEILING TOT. LD: - - - PSF 01A LENo- - - TRUSS UNLESS OTHERWISE SHOWN. DESIGN STANDARDS CONFORM OR BRACING AS SPECIFIED ON DE"K DO- WITHAPPUCABLEPROVWDNSOF•NDS- ANDTPI NOT USE THISDESIGN WITH FIRE RETARDANT Walter P.F1rIr4P.E DUR FA : TREATED LUMBER No, 22839 _ _ _ BEARING CHART TPI - TRUSS PLATE INSTITUTE; NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. SPACING TYPE: GROtE Eno u PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS 1110ICATED UPLIFT 155 PLF BRG.LOC (FT): OVER CONTINUOUS SUPPORT UPLIFT BASED Oil 10 PSF TOTRL DEAD LOAD. (SBC) WIND SPEED A 110 MPH. MEAN HEIGHT : UP TO 30 T. ENCLOSED. (RI) FOR VERTICAL LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. V SPLICE, PEAK JOINT, AND HEEL JOINT PLATES TO MATCH COMMON TRUSS. ALL CHORD GRADES TO MATCH COMMON TRUSS. GABLE END WILL SUPPORT THE LOAD FROM 410" OUTLOOKERS WITH 2'0" OVERHANG (DROPPED HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). HORIZONTAL WIND LORDS MUST BE TRRNSFERED INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. OVERHANG DE1AIl INCLUDES Ijpu5SES AT T2D.C. FASCIA 1 1i RATED SiEATHInGA3/4` INSTALLED Wlill LONG DIMENSION STEPERPENDICULAR TO 2X' 1 OR GREATER SUPPORIsCHORDS ERR2T 2X4 IIEBS -- REFER TO GRADE, SPACING, AND BRACING INFORMATION No Ai T GABLE_5IiAM CONES T s + STUD SPACING / BRACING MAXIMUM STUD LENGTH WITH BRRCE(S) I ) 2X4 2) 2X4 l) 2X6 2 ) 2X6 O µPINE DEFLEC- DEFLL„ L" NL" L" 3 TIONBRACE BRACE BRACE BRACE BRACE Tun PflrING CRITERIA L/ 240 3' 10" 7' 7" 9' 6" 12' 3" 14' 0" 24" A L/ 120 4' 5" 7' 7" IS 10' 3" 12' 3" 14' 0" L/ 240 4' 4" 9' 2" 10' 1 1" 14' 0" 14' 0" W, L/ 120 5' 6" 9' 3" 12' 8" I'll 0" 14' 0" NOTE : L/240 a STANDARD BUILDING CODE REOUIREMENT FOR BRITTLE FINISH ( STUCCO). L/ 128 : STANOARD BUILDING CODE REOUIREMENT FOR FLEXIBLE FINISH ( SIDING). R) ( 1) 2X4 13 50. PINE "L" BRACE. ATTACH IIITH 0.128" DIAMETER X 3" NAILS 2" D.C. 114 END ZONES: 4" O.C. BETWEEN ZONES. B> ( 2) 2X4 13 SO. PINE "L" BRACES. ATTACH EACH WITH 0.128" DIAMETER X 3" NAILS 3" O.C. IN END ZONES: 6" O.C. BETWEEN ZONES. C) ( 1) 2X6 12 N SO. PINE "L" BRACE. ATTACH WITH 0.128" DIAMETER X 3" NAILS 2" O.C. IN END ZONES; 4" O.C. BETWEEN ZONES. 0) ( 2) 2X6 12 N SO. PINE "L" BRACES. ATTACH EACH WITH 0. 128" DIAMETER X 3" NAILS 3" O.C. 1N END ZONES, 6" O. C, BETWEEN ZONES. CONTINUOUS R3 BEARING I P• T TYP - A P NE iPI-95 I I1 P 0 R T A N T * *K11NE I"Gl"'EAfD IDDUCIS. INC. WORN I N G1RuSSES OESUTAE MAINE CSAE SNALLNOTatIfIfONS/OLI f0A AU/ Iw NANDL ING. EAE911011 "a L= Q p p DEVIATION fable TNII DESIGN as INCH SPECIFICATION!. DI ANY I/ACING. DEE NIS-II Of Ifl. TEE THIS DESIGN L O p l= FA1LuAE 10 OUNLO ION 11u// IN CONfOAVANCE uI1N bills OY VI. Fax 1,001110XAL SPECIAL fIWIANEwT OAACAUG IE C= C=) 0 AL/NNE CON„ECTA16 Ail NADI Of 1464 GALV. HEEL REEFING ASIA OO 111111IIS, VXLIIS 11NIINISE INDIC4111. TOf 4 1%6 CA 0 EXCEPT AS NOTED. MPL1 CDw/EETOAS 10 EACH PACE OF ENDED ItwLL Of LATENALLY OAACID NI IN IlDf[l 1 ALPINE a Taus$ AND UNLE11 DINERNIfE LOCATEO On IRIS DESIGN. POSITION LP ATTACHED /LTNODO NEATNING. DDr10A GHDI O p cawrt 101E TER DAAuINCS /1l. ISS 1 IUA-f. 11E/164 sloo"OS NIT" rAO tAL/ AITACNEA RIGID CEILING •• SEE p I R U J LCOW# A4 N/A fLICAOL/ fAOVISIONf OP NDI 1P1. AN /00INEIN•S ALINE 1ICHNICAL WOAIE 61/1/01/ FDA IOW S o ASK IN Polls DSA ING M/LIES 10 INS COMPONENT OEPICTEO RISE DAYIRNL AffLICA110N. fUINISH A CDPV a IRIS C= 3 IN DNL/, 0N0 WALL "at 0C AILIEO PION IN ANY DIN/A N61, OISIGle 10 NNE 1SUSS /21E010N CONTAACIOA. CJ M M C3 •--I I - TAU11 PLATE INSTITUTE. 1401 - 1111 RAIIONAL DIIION &PICIIICAT1011 10 R3 REV FL.A 9- H -" R2 AP Rev 12 J2fA/9G RI RAVIseJ AP 11/17/95 NOT TO SCRLE COn8110Logo NS/ICAflV11Y)' REF GABLE DATE 04/ 17/95 BRIJ GE- 002 DEC 0 4 60 PSF 1 .25 FI_-ENG WHM Walter P. Finn, P.E. NIA. 22839 lip A r;i nc.n..cI cunul llfn it 11211SS NPR. ' t 171 rJALK lit I A I L - ITr ILAt. III i'JALK/K I rIbJALK) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 SBC UPLIFT CHART MEAN HEIGHT WIND SPEED DEAD LOAD LOCATION 0.0' 9.83' 30 00 10 320# 370# 30 100 15 2501 270 30 110 10 480# 540# 30 110 1 ! 1 330# 390# ENCLOSED BUILDING, 30' MEAN HEIGHT MAX. ASCE 7-93 UPLIFT CHART MEAN HEIGHT WIND DEAD I LOAD LOCATION 0.09.83' 30 SPEED 110 10 600 600f_ ENCLOSED BUILDING, 1-1.05, EXP. - C HIPJACK SUPPORTS 1. 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. IN LIEU Of BEARING WALL, PROVIDE 3-161) TOENAILS OR PROVIDE A HANGER ON BOTTOM CHORD FOR 819#. R1 N 0 t A' TOP NAIL. BEARING BOTTOM NAIL BEARING W3X4( A1) ALTERNATE BEARING WALL L— 2-9.15— I 9- 10-1 I R- 695 W-2.00' M 1 N 114UM PLT TYP. Wave TPI-95 Design Criteria: TPl ST NAMNIN6'• TAUSS(S YIOUTAI I11RIM1 CART IR IAlRICA1101. NANDI INC. SHIPPING- IRSIAIIING AND bR ACI N6. RUIN lU MIN 11 IMANOIING INSIA11116 AbD bYACING). PYY11SN10 91 IPI (IYUSS PI A11 INSIIIUII. Sb] 1 ONUIN1 DA., SUM 200. MADISON. VI Slal!). fDA SA1li1 PRACIICIS PRIOR 10 P UfOInIYL iNl Sl IUNCf TOYS. uY1lS1 01 N1 Nr1 S1 11DIC If O, POP CnOND SMAII nA1l PRO lllt AIIA[M(D SIRUCIYRAI PAMIIS. 00110" CMOYO SMAII HA/I A PROPIAII A1IACHID RIGID Cf IIIbG. IMPORTANT•' IYRRIln A CUPI DI IMPS UI SIGN ID IN[ IYSIAIIAIIOR CONTRACTOR. AIPINI ING1Y11Y10 PRODUCIS, INC. S"At1 11 bl R{SPONSIIII ION ART 0111A11U11 IRON IMIS DI SIGN; ARI IAII YRI 10 ALPINE OUllD INI INUSSIS lopCObIGRMAMCI NII0 III; 0R 1 CN1CA11N6, NA1U11RG, SMIPIIAG, IYSIAIIIYG AYD IRACIYG R/ 0fIRUSSIS. Ibis DISK% COORMS With A Pt ILAbRA1 lI PROVISIONSOfYDS (NAti0DESIGN SPIC It ICA110N PYbIISHIPbl INI &MINICAR IORISI AND PAPIA ASSOCIA1141) AND M. AIPI 1 COUNT LIONS ARI MAD( Of 70GA ASIM Am 6440 GAT V. S1111• IIC(I AS boll D. APPI1 COYA(C1DRS 10 1 ACM fAC1 Of INUSS. &NO UNIISS UIMIRYISI IOCAI(C OR IRIS 0151614. POSIIIOM CONNICIOIS III OWINGS 160 A 1. iNl SIM DI 1011S DURING INDIMIS ACCIPIANCI Of PIO)ISSIONAI 114111(ININ6 Alpinc Engineered Products, Inc. R{SPONSIIII111 SO1111 OUR IMl IMUSS CO"PORINI 0151611 SHOWN. IMI SU n ANIIIII AND US( OfIRIS Iluilw Cit1y, Fl, 33944 CDNPONCNI 10N ART PANIICOLAN 1DIIDIR6 IS INC IISP0RS1111111 01 ME bun D1NG DISI6Ru, Pik ANSI/PI 1•i/! S SICIION T. 19.0a9 ayc 10 4 = Walter P. Firm, P. E. No. 22839 R-8) 9# W- 2.00' MINIMUM FL IO 3 R R1 AP 11/18/ 99 Scale -.375" Ft. TC Lt. 30 OR TC OL 15 OR BC DL QC LL TOT.LD. 55 OR 20 PSF 20 PSF 10 PSF 0 PSF 50 PSF REF ROB1-- 40960 DATE 03/17/99 DRW BUISROBI 990/6001 HC-ENG JWC/AP SEQN - 16212 UR.FAC. 1.33 OR 1.25 FROM SFP PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 2500 200/ BAG LOC: 0.00 7.00 R , 0100MPHWIND, 30.00 FT MEAN HGT, SBCCI. ENCLOSED BLDG WIND TOTAL OL -10.0 PSF. PLT 1'YP w AV O r: _ C] CL rn . _I O [C] :-I L"J o E_ r r=-I L7 O O C _I ALPIN 1 1 _I - L-1 TRUSS ' ra ..7 JOB: TAMES 1-1. JACK 7' TOP CHOW 2X4 SO. PTNF #2 11 Olt 2x6 12 11DOTCI-Iom 2X4 SO. PINE a2 If R1 NOTE: FOR 1'D" AND 3'0" JACK ALL LUMBER MAY BE /3 SO. PINE. RW ALL PLATFS ARE TO %I_ CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP 10 bOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOn PLATE LOCATIONS ON TYPICAL JOINTS." ALL NAILS SI'FI:IFIED ARE CDMMDN WIRE NAILS. NO WANE. KNOTS. SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. PROVIDE (31 -16D TOE -NAILS OR (3) -160 (0. 128"X3.0") GUNNAILSATTOPCHORD. PROVIDE (2) -160 TOENAILS OR (2) -16D (0. 128"X3.0") GUN NAILS AT BOTTOM CHORD. PIiOVIIi lJl'1.11 t' CONNCiCI'IONS A'f 11P RINGS AS INDICA'ICt) I11'1,11 I' 4z[)# 2809 II1411.OL': 0-'0-0 7-04 I11'1.11 I' BASTED ON 101'SI- 7'O'l'AI, DIAD LOAD. WIN 1) SI'1?I'sD= 110mill 1. MFANillil(illl'-3ovl% IiNc,LOtiliD (S11(') PROVIDE! I. I'CONNIi(:I'10NSA'I'III Wt]NGSASINDIC' I1-'D. IJPI_lI1' 300# 250H. IIRG LOC: LIPLIF1' 11ASI D. ON 15 I'SI 'f TAI., DEADLOAD. WIND SPEND= 110 MPl1. MEAN I Immrr-3o 171'. RNC OSED. { Sl" 2-TI( RU 8.00F_ R15 R5 RIo R7 1210 R4 NOTE: JACKS UP TO AND INCLUDING 4'0" SPAN MAY HAVE AN B" CANTILEVER AT LEFT END. RB NOTE_: 2X4 13 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHO1713 BRACING W 24" MAX. O.C. REQUIRED. AITACH WITLI 2-16d NAILS ©RACING IS NOT REQUIRED IF A IIIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPOPT BY ERECTION CONTRACTOR. If 4 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 200I 2000 BAG LOC: 0.00 7.00 R 1 O 100 MPHWIND. 30.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG WIND TOTAL DL -15.0 PSF. 5-0 7 2-0-- 0 TIIRU I-- - 7- 0-0 OVER Z R-553a Wa 21/MIA!. RI&353r W- 211MIN. TPT - 95 ( R12) FURNISH A COPY OF 7111S DE.`ilG:/ TO ERECTION CO ITRACIOR it Q11 A1.PIUE L1rGIN1L1YiD PINIDINIIS. tic. 1111/551 ILgI:,: L%I/IENE CAVE X XIMPORTANTIIXSHALLNUIIEPESPOISIbLEFOAARVWARNINGINILlua :1Mi. G''FCI IDN Alqx VIAIIOrA FI''N 111ESE fi•ErIFIL'AII,16 IWO "AY IIEVIATI1Nr FN(W 014CIla.S&E ita-%01Lr,!G NINWI II"As5E5 IRIS OW1. 1110 ON Ar1Y FAII.IYIE ID WILD 1/11i 1NI/LS IIIL/NJ%O11rWICE CD,111ErAIANY A1A11 R.:1IW INIA711.:C •"1P11. NEE Willi 119L ' INIALIIY SIANNIAIaI 1131011' OY 7P1. ALPINE CCIafC701113 71113 MSIGII F0n AWITIOIUL SI'.CIAL ••:1NA AIIL 11AIAIFAC71aNO) FI0131,1 20 YAUGE GALVAWIIEN SIEEL INLESS 14LAI 1311AC116/ MIXIIII&III11N. U1.E56 MV1YiA-'V.%fMINIM% Uff" J. NLLl11f. Ia:willo NlMiS IW A1IN A146 MUM A. SIMI. IDP Cl Y11al 67W L lit LAIIIILLLY INUIft A AI' PLYCift"CIOIrt 10 NIIIII LAUS AI EA1:11 .101141 A1r 10CA1L AS WI111 IYaY7i11.Y AIIA171!0 I'LiVNIII SONAINIIr DEC 04 1.1YIIC8. 1a'.Allllr. MINIM AIIL a' /NN11NAi 11141 . DIIYII11a SI YriH.. IN111JN1fiYYWI MI 111 111011) 1111.111111a1 I1111AClir1 Walter P. Finn, P.E. I11411i11 31AIalA1116031111111111WilliAPIM.II:AIa I. IM111YIS1IYIS OF AS 517:1:111E11 114 NL•51f11. IYll[11 IP.iI: INIG11113Atr •11- 1 Well. M51011 WI111 Ilra- It..IAll1AHI 111LAILU LIWWN, h10. 22839 11'1-- IUY19 I7 A Uvllrf11111p -- laYl 1141011111 IF NIIYI b1Y I IL11 410I11 4111 1AYY1 LrYblllaa I IIYf ALTERNATE LOADING: TC LL 20. 0 PSF TC OL 20. 0 PSF BC DL 10. 0 PIE TOT . LD 0 PSF 50_ QUQ. FAC. ISR P4 SPACING 24.0" It 14 AP 2 s-12- 98 R 'S Q U ( 3- I l- q 8 R12 Rev U( 3 2 - 26-98 R11 REV RP 1, 11.1117 IZlo Rra%J FLA 1.0-13-977R g R.- v. rc1: 7/13/94 RB Af RE 4 /a%- sP 9-7IZF: ?- R1, 1IP REY L/,A-/R4- IL5 RAU1/L 6`eOle, R4 REVISEDTCE 4/ 12/93 R3 REVISED FED 12/ 4/92 R 5 R? QJE1/ 5110/10 RI REVISED I-ED 2/ 4/92 R2 REVISED WLB 12/ 3/92 REVISED 41PF 1/11/ 91 REV FED 12/7/ 90 IIEV 1-9.3. 2 SCALE = 0.5000 DESIGN CRIT:1'PI REF 57512-ROB 1 TC LL TC DL EIC DL TO7.1- D. 30. 0 15.0 10.0 55.0 PSF PSF PSF PSF DATE 01/ 04/ 90 DRWG 1,158,677 FL-ENG FED D/ A LEN• 7- 0-0 DUR.FAC, 1.33 PTTCH 6.0 12 i'Af,TPkf, 1. ( I" I1'I11 JACK THIS DESIGN IS VALID WHEN USED IN CONJUNCTION WITH NOTE: EDGE DISTANCES, END DISTANCES AND SPACINGS FOR ALL ALPINE DESIGNED TRUSSES ONLY. NAIL CONNECTIONS MUST BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. VALLEY DESIGNED FOR 110 MPH WIND• 15.00 FT. MEAN HEIGHT, ALL CONNECTIONS SPECIFIED HEREIN ACCOUNT FOR BOTH DOWNWARDWITHDEADLOADOF7.0 PSF, ENCLOSED BUILDING (SBC) GRAVITY) AND UPLIFT (WIND) LOADS. (STRAPPING NOT REQUIRED) 2X6 SO. PINE 2 RIDGE BOARD. NOTE: USE 0.128'X3.0" GUN NAILS WHERE SPECIFIED. TOP CHORD: 2X6 SP 2N BOY CHORD: 2X6 SP f2N, SCABBED CONNECT EACH END OF TOP CHORD TO 2X6 DETAIL FOR SPANS TO TOP CHORDS(*X), RIDGE RAFTER WITH 4-16d TOE -NAILS. CONNECT EACH END OF RIDGE RAFTER GREATER THAN 2 0 ' TO VALLEY TRUSS/GIRDER TRUSS OR RODE PLANE WITH 4-16tl TOENAILS. CONNECT RIDGE BOARD CRIPPLE TO RIDGE BOARD WITH 2-16d NAILS OR 3 GUN NAILS CT 2X6 RAFTER TO RIDGE WITH 3-16d TOENAILS. 160 NAILS, OR 4 GUN NAILS (TYPA . 2X6 SP. #2 RAFTER LRax. 2X4 SP #3 RIDGE BOARD CRIPPLE @ 3'0' O.C. MAX. 5 TO 7 2X4 SP 3 CRIPPLE 3- i 60 3-16d _ AILS TOENAILS:610• D.C. MAX. 4X2 BLOCK REDUIREO IF RIDGE BOARD \ (TYPd TOENAILS - I 24. I_ CRIPPLE IS NOT SUPPORTED IDIRECTLY) o.c. BY A TRUSS BELOW. CONNECT TO W-7'12(5.5'945') DECKING WITH BD DRGUN NAILSP 2" 0.C. t S TD 71::_' 6- 160 COMMON OR 7 GUN NAILS EACH END. 1/ 2 HEIGHT OF VALLEY nA 25o5A SPAN/ 2 } SPAN/2 F' UP TO 20• W- 7' f 2 (5.5' @ 45 j OVER 2 SUPPORTS W-7' f 2 (5.5' @ 45 HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT(MATCHING TRUSS TOP CHORD PITCH). RI Lmax= 75% NO BRACE REQUIRED ON CRIPPLE(S). Lmax= 96": 2X4 T-BRACE OR SCAB BRACE REQUIRED ON CRIPPLE(S): SP #. 3, FULL LENGTH. FASTEN WITH 16d NAILS 9 4" D.C. OR WITH GUN NAILS 9 3" O.C. CONVENTIONAL FRAMED TOENAIL CONNECTION AT VALLEY SPAN NUMBER OF NAILS 20' 7 16D COMMON 16' 5 16D :COMMON UH 6 GUN NAILS 12' AND LESS 4 16D COMMON OR GUN NAILS W BEARING TO; BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2. 0. O.C. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4-16d OR 5 GUN NAILS. VALLEY RI AP REV. I1/21/00 DESIGN CRIT TP195 F - H- Hey 1/.3w1 a p o 1 p p O o p o o O [= O p O C= ALPINE TRUSS p O O O p p O O. p O xx IMPORTANT*xALPINE ENiINEEREO "RmiC's. 'ND. SHALLNOTBERESPONSIBLEFDAANYDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 1PI. ALPINE CONECTORS ARE MADE OF ZOGA GALV. STEEL NEEDING ASTH AGS3 BR37 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND LRLESS OTHERNISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 13D. ISO R ISOA-F. DESIGN STANDARDS CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI, AN ENGINEER'S SEAL ON THIS DRAWING APPLIES TO TIE COPONENT OEPICTEtl NEIE IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTIfR WAY. A__ TPI - TRM RATE INSTITUITE, NOS - 1991 NATIONAL. DESIGN WARNING ftmwS'REOU RE EXTREME CANE IN HANDLING, ERECTION AND BLICHIO. SEE HID-DN BY TPL SEE THIS DESIGN FDA ADDITIONAL SPECIAL PERHIMMI BRACING RE OD' RENENTB. ULESS OTHERWISE INOICA'ED. TOP CHOW SHALL BE LATERALLY SRACEO WITH PROPER LY AIIACNED PLYWOOD SNEATHIWG. BOTTOM CHORD WITH PROPERLY ATTACHED RIGID CEILING -- SEE ALPINE TECHNICAL UPDATE 17/I/90 FDA PUMPER DRYWALL AM)CATION. FURNISH A COPY OF THIS DESIGN 70 THE TAM ERECTION CONTRACTOR. SPECIFICATION FOR WOOD CONSF 6)ION 10 4 M Walter r7' Finn, P.E. NO.. 22839 r... :._------ TC LL TC DL BE DL BC LL TOT . LD . 16.0 15.0 0.0 0.0 3 1 . 0 31.0PSFPSF PSF PSF PSF REF ROBI- 99978 DATE 11/ 7/96 DRW HC31296047 HC-ENG SB/WMR CONVENTIONAL FRAMED VALLEY 1 • DURFACSPACING24 • n„ Oi GOAD 214 SP $2 BOT CHORD 2X4 SP 02N, 2X4 SPP 12, 2X3(-) SPY 1214. CR 2X3(1) SPY eel WEBS 2X4 SP 13 ATTACH zxc3i V.1L.LEY !DgBER TO EACH SVPPORTISIG "ta OSS WITH III 16d CR 12) GUN NAILS FCR 100 MPH AND (2) 16d NAILS FCR 110 MPH. TO.E4AI1ED (SEE DETAIL). UPLIFT BASED CO 15' HEAN HEIGHT. ASC3 loft SBCCI) AND MINIMLm S PS? :OP CHORD DEAD LOAD. LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DCES NOT EXCEED 12'0'. NOTE: BOTTCH CHORD MAY BE SQUARE OR PITCIIED CUT AS S1101437. IX) 2x6 SO. PINE 12 (OR BETTER) SLEEPER. ATTACf THROOGH SHEATHING TO TRUSSES BENEATH WITH 131 16d CO MDN OR (4) GUN NAILS. lY) ATTACH BOTTOM CHORD OP VALLEY GABLE TO SLEEPER WITH 16d COMWO NAILS IS 6' O.C. OR GUN NAILS 0 4' O.C. MR A 15.0' NEAH H.EIGIT3'. ATTACH WITH 16d COMMON • 41 O.C. OR GUN NAILS • 2. O.C. FOR A 30.0' MEAN HEIGHT)'. IDTY: GUN MAIL SIZE- 0.1231x3..0'. ( CUT FROII 2X6 OR LARCER H5 REO'13 ed LI ©++ ) zR•1 zx4 zx11 lV So11ARE CUT DOTTOn CItORO VALLEY PITCIIED CUT DOIIOII CIIORO Q - 0- 0 ( 4 +)-/--] VALLEY I VALLEY WEB BRACING IN LIEU OF Ix4'T' BRACING• Ix413 HEM -FIR (OR BETTER) CONTINUOUS LATERAL BRACING MAY BE USED. ATTACH WITH (2)-8d OR (2) 0.128'x3' GUN NAILS. BRACING MATERIAL TO BE ATTACHED ATBOTH ENDS TO A SUITABLE SUPPORT. FOR VALLEY VERTICALS THAT ARE OVER T9' TALL. APPLY Ix4 'T'BF SAME GRADE AS WEB MEMBER ATTACH WITH 8d OR 0.128'x3' GUN NAILS ® 6- O.C. MAXI U`M VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0' SUPPORTING TRUSS TOP CHORD BRACING TRUSS TOP CHORDS UNDER VALLEY SET MWST HAVE SHEATHING ATTACHED TO THEM WITH NAILS SPACED PER CODE REQUIREMENTS. OR PROPERLY ATTACHED VALLEY TRUSSES MAY BE USED IN LIEU OF Z) V.ILLEY GABLE TRUSS. SEE GEO01, GEO02, OR G£003 FOR GABLE END DETAILS. X) CONNECTION (y 4X4 DNATA I L S EXIT I x4 MwFOR 100 KPH, 30, MEAN HEIGHT, ASCE 7OnSBCCIUSE121-1GD NAILS. R2 IN3 NOTE: USE ( I ) VTKING FRAMING nNCHOR OR CONNECT FOR UPLIFT WIND SPEEDS UP TO 138 MPH, 30' HIT., ASCE 7- OR 1 G - 0 - 0 * 2X3 MAY BE RIPPED FROM A 2X6 (PITCIIED OR SOUARE ). 4x4 1- 6- 0- R t I IIOX. SPAC I IIG ) Ix) 5N4/5PL 1%7 OPTIONAL coinfit R SO S FIT 24, I.0 STUB END /E- DETAIL 4X'I -- 2X4 ,. 0 1 [v CI 1 T DII i OPTIONAL. SUPPDRIIIIG TRUSSES nT Z4' O.C. HANIIIUII SPACIIIG, H I P JA I HT 20 0-- 0(++) jp'. DET. AIL. PLi TYP. ALPING, TPZ 9S CO-#) i11R111S11 n COPY Of TMIS DESICII TO EREC11011 CONTRACIOR l= j C1 O O O O I= C7 O [ o [ CI cm co o ra 9=1 C_ cm 1LPIIIE _ o TRUSS m-' C7 . LO C3 C--3 O O C) well 1.11.1!110 10Wii1. HMI, I+ IMP ORTn1IT++L="L11..1 u.[.1.01ue I.1 Ar1 a1fA11Y• 1 1404 1.11 /l;ib1 OA 1.U1 IrlclllcA11/A1. I; ..V I. ILY.I Is bulls IMl t.M11 to C1.11..AMCt 111.N 111.1 IV Sri At/ HMI (IM1{t,.:, 'I AAOt Of IItA IIIT. &feet. n1111A& Algol 41% 4 /s A 11t11I At MOfl1, .lit] CIw1410.1 10 94911 1.t1 Of i. v/s A,O 1+t11I Ill.l.Mlll tO1A11/ 1M IMII 1e1teM. 1`0111484 1N1 111 ee...11Kt 1&I. II1 1 II.A•/. 01I Ic11 I1.MM.rI L 0..10.A M/MIA )CAN( IIOYIIIOMI If 11 l III. AM tMclMcls'1 I{ At /.1 1N11 IUMIrt A Itlll 10 Inc IONOM(Nt Itflttlee 1NIt IM 1.41. ..I 1..\t "*I 11 .1\ 01 Mp1. 1M 4.1 11144 11.1. all • 1.0$$ 11.11 I.111I.1/. As • N./101A11 all . I A 1& 41111% A(W1.1 /010JAl 1A1t TARN I NG III w-wL1M0. IslC11.M AW I; AcI W. sit A1s•11 PV 111. 111 IAII 1[1101 Sees ./ 0111wAL I/ICIK 1`144sM(MI O;AIIW .1 414114eKAl&. OMltis OIIN.M111 IMIIc At(O, to, t MOA. 41ALL 1f 94I/1ALL1 $$A(I. MI IM II ff1 LT Al/A1M1/ It.YOMI 10141010c. 1At11A IMOs1 M 1111f.x[.\1 .I tAllrt/r1c 11 [1 Il I0c •• tl[ AIIIM( Itt11M1CAL WDAI[ I7/ime lsee ;;Opts 011WaL AMP. 1109. Iy;M1I11 A COrV 01 11111 ee111[ M 10 Ant I.A11 l;tt110Y /uI MCIM.. Afll. 110. I.. "-A (6111nrt110. PARTIAL FRAMING ESIGN CRI T: TP I TC LL 20 30 PSF fC DL 20 15 PSF dr 04 IC DL 10 10 PSF OT. I.n. 50 55 PSF pff P. Finn, F.E. uR.fnc.1 25 1. 33 No. 22839 -Pflc I NC 211. 01' 77 Cf),3jave gel 3-3- PLA14 REF VALLEY DETAIL GATE 10/5/94 DRI1G A 1 05 nc- ERG CLG/LRI-I nin LEN. VARIES PITCH U(1RIES TYPEUnLLEY OETIM I- 11111_ J.l i 4 p vc7i-on'f 3VJcu,r - Da TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. NOTE:GABLE TRUSS SUPPORTS 12.0" MAX, PLYWOOD OVERHANG. W2Xi W4X4 W5X5 = 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1-0-0 R-79 PLF W=21-4-0 U=120 PLF 1 0-0 H .Ey 11 10-8-0 I 10-8-0 1 21-4-0 Over Continuous Support t 0 DMI Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD 18.2c4 ak 1 E Scale =.25" Ft. BRACNGN6"REFER USSES TO NIB 91 1R( HANDLING INSTALLING AND BRACING)„ AN PUBISHED BYP TPI iN( TRUSS PLATESTALLING D TC LL 20.0 PSF REF R081 - -34368 INSTITUTE, 563 D'ONOFRIO DR., SUITE 200. "ADI SDM, Y1 53719). FOR SAFETY PRACTICES PRIOR TO PERfORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 0 3 / 1 8 / 9 9 STRUCTURAL PANELS. BOTTOM CHORD SMALL MAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT' • FOR A COPY OF THIS OfS16M TO THE INSTALLATION COX TRACT OR. ALPINE ENGINEERED B C D L 10.0 P S F DR W HCUSRO81 99077186PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 104 pBUILDTHETRUSSESINCONFORMANCEWITHTPI; DR FABRICATING. HANDLING, SHIPPING, INSTALLING ANDRACINGOFBCLL0.0 P S F HC- E N G V B/ WP FALPINESPECIFICATIONUPUBLISHEDTOfTHEHIS SAMERICANIGN OFORESTMS TAND PPAPER BASSOCIATION) LE SANDTPI. Of NOS ALPINE DESIGN M 7CONNECTORS AREMADEOF20GAASTMA653GR40GALY. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO TOT . L D . 37.0 P S F S E Q N - 44255 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Pam, P.E. OUR . F A C . 1.25 FROM L G Alpuegi Prodt= Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS No. 2283Q -- Haines City, FL 33944 COMPONENTiFOR ANY 5ECTRTICULAR BUILDING15 THE RESPONSIBILITY DF THE BUILDING DESIGNER, PER S P A C I N G SE EABOVE SUZ9/-t)H4 1/JZU,F - U1 IHIS DWG PREPARED FROM COMPUILR INPUI (LOADS d DIMENSIONS) SUBMIIILU BY IRUSS MtK. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W5X5 = YIwA4 = W4X4(A2) 1-0-0 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC DL a 5.0 PSF, WIND BC DL — 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. D1) 038 800 p I_ 10-8-0 _1_ 10-6-12 J 21-2-12 Over 2 Supports R-843 U=360 W-8" R-768 U-300 W-3" CD- PLT TYP. Wave TPI-95 R Design Criteria: TPi STD 19.Ob2 OTY:2 HI 1 - E - Scale =.25" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 2 O.O P S F R EF R 08 1-- 4 0 34 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERACTICES PRIOR To RFORMING THESEDFUNCTIONS. UNLESS- OKOFRIO DR., TOTHERWIE 200. SEDINDICATED. TOPISON, WI ICHORDFSHALLFHAVEETY PPROPERLY ATTACHED T C D L 7. 0 PSF DATE 0 1/ 1 5/ 0 1 T STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 01015054PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 P S F H C E NG J W C / J WC SPECIFICATION PUBLISHED BY THE AMER (CAW fORE ST AND PAPER ASSOCIATION) AND TPi. ALPINEwxCONNECTORSAREMADEOFZOGAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 4 TO , L D . 37 . 0 P S F SEQN - 20269 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i t^ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter I . i'ITI12 P.E. D:UR . F A C . 1.25 FROM L MG Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Fumes City, FL 338" COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 22839 SPACING 24 . 0 " ANSI/TPI 1-1995 SECTION 2. 5H4 1/SLU,F - bz ) IHIb UW6 PKtVAKtU YKUM LUMPUItK 1NPU1 (LUAU) E U1MLM3IUN3) 3UUM111tV 01 IKU33 MrK. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL - 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. a 41 W4X4 = w5x5 = W4R`I = W4X4 D1W4X4(A2) = ) i-0-0 10-8-0 _i_ 10- 0-3-8 *8-0-0 21-2-12 Over 2 Supports R-843 U=360 W=8" R-763 Ua290 W-3" me PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 19.Ob2 OTY:1 HI 1 - E - Scale =.25" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 08 1-- 40 345BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C DL 7.0 PSF DATE 0 1 / 1 5 / 0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. — _-_ IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSROSI 01015055PRDDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES In CONFORMANCE WITH TPI; DR FABRICATING, HANDLI MG, SHIPPI BG, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DES16M CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC L L 0.0 P S F H C- E NG J W C / J W C CONNECTORSSPECIFICATIONAREPMADESOFDBY 20GATASIAA653AN FOREST AND PAPER GR40 GALV. STEEL, EXCEPTlASINOTED.O TAPPLYALPINE CONNECTORS TO E> 4 TOT . L D. 37.0 PSF S E O N - 20273 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Walter P. Fim, P.E. D U R . FA C . 1.25 FROM L MG Alpine Engineered ? WuM, W. RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Haines City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No, 22839 SPACING 2 4 . 0 " ANSI /TPI1-1995 SECTION 2. n,u-11—C, C110u11T[n DV TDIICC MFO Iaucyr-an4 1Ya6uj - ALL. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 W6, W7, W9, W10, W11 2x4 SP #2 N: GABLE END SUPPORTS 8" MAX RAKE OVERHANG AT STUDDED SECTION. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TIC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. A) SCAB BRACE; SAME SIZE, SPECIES AND GRADE AS WEB MEMBER. LENGTH TO BE MIN. 80% OF WEB LENGTH. ATTACH WITH 16d NAILS @ 4"O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. W SEE DWG A115/R FOR FILLER DETAILS. Is LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. W8X10 W6X6 ROOF LINE IN FRONT. 1 1, W3X6(F1) ; W3X12 = W5X8= W4X6 W4X4 = R=781 U=370 W=8" R=735 U=330 W=8" R=1551 U=730 W=3.5" 1-0-0 _ 1-00-0 19-2-4 20-0-0 20-0-0 12-8-7 D- _9 6-1-8 120-10-8 40-0-0 Over 3 Supports Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 HI 1 E - Scale YARNING— TRUSSES REQUIRE EXTREME CARE 10 FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC L L 20 . O PSF R E F R 0 8 1-- 7 1 i 6 48RACING' INSTITUTE , REFER TO MID-91 (MANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PRIOR TO PERFORMING THESEDFUNCTIONS RUNLESSTOTHERWISEDISONINDICATED, TOP. WIICHORDFOR SMALLFETY "AVEPRACTICESPROPERLYATTACHED T C D L 7. 0 PSF DATE 0 3/ 1 3/ 0 1 SIR UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C DL 1 0. 0 P S F D RW HCUSR081 01072335 PRODUCTS, INC. SMALL NOT BE RESPORSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BDILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN B C L L 0.0 P S F H C- E N G U B/ W PF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE XC 0 4- 2" TOT . L D . 37 .0 P S F S EQ N - 94966 CONNECTGRSAREMADEOF20GAAST" A653 GR 40 GALY. STEELEXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THiS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. F• p D U R . F A C . 1.2 5 FROM MC W Alpine E[ L$1 ed Producm Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Firm, 6""•`_ CONVGNENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER HainaCity,FL33MANSII" 1 1995 SECTION 2. No.22839 SPACING SEE ABOVE wc-ji-Dnq 1/J6V,F - HID) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #1 Dense :B3, B4 2x4 SP #2 N: WEBS 2x4 SP #3 :W5, W6, W7 2x4 SP #2 N: A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH I6d NAILS m 4" O.C. W4X10(F HS816 = W6X6 = W6X8= W3X8= W5X5 1.1c M.,r —COADrn rDnM rnMDIITFR 1ND11T 11 nAnc R nIMFNSIONS1 SUBMITTED BY TRUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.25" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD AT ONE SUPPORT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAML BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W2X4 M A1) 1-0-0 1-0-0 20-0-0 _I_ 20-0-0 6-10-0 T 6-2-0 27-0-0 40-0-0 Over 2 Supports R=1534 U=710 W=8" R=1534 U-710 W-8" PLT TYP. High Stren th,Wave TPI-95 R Design_ Criteria: TPI STD 18.208 HI 1 E - Scale -.125" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND T C L L 20.0 P SF R E F R0 8 1-- 7 8 5 6 4BRACING. REFER TO "I0 91 (HANDLING INSTALLING AND BRACING). PUBLISHED RY TPI (TRUSS PLATEPRIORTO PERFORMING THESEDFUNCTIONS RUNLESSTOTHERWISEZOO,OISONINDICATED, TOP, WIICHORDFOR $HALLFETYHAVEPRACPROPERLYATTACHED T C DL 7.0 P S F DATE 1 1/ 2 3/ 9 9 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPV OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W HCUSR081 99327134 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRAM THIS DESIGN; AN VFAILURE TO BUILD THE TRUSSES IN CONFORMANCE WIT" TPI; OR FABRICATING. NAWOLIN6, SHIPPING, INSTALLING AND B C L L 0. 0 P S F H C- E N GV B/ W P F ALPINEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNDEC iEYYA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 'PI. ALPINE UW CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY.. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. L D. 37.0 P S F S E Q N - 11057 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Walter P..Finn, P.E. DRAWSNGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM EC Alpilu Engineered Products, Inc. RESPONSIBILITY SOLELY FOR TOE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NO. 22839 IiauEesCTer33844COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER SPACING 2 4 . 0 " ANSI/TPI 1-1995 SECTION 2. SU477-D114 II3LU,r - Al) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1- — nor nntu i —1. .. v,n v, u. a11, v, µo..,... „ ....-1,.,...,..,,1 .,.........-- 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. rJ W6X6 = W3X8 Al W4X4 = W5X5 = W5X5 = W4X4 W3X8(A1) 1-0-0 1-0-0 L< 20-0-0 I 20-0-0 I 11 t 40-0-0 Over 2 Supports R=1534 W=B" U=710 R=1534 W=8" U=710 f PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2e8 ak 1 E - Scale —.125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 0 8 1-- 34 3 7 8BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'DIIOFRIO DR., SUITE 200. MADISON, W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING I"ESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORO SHALL HAVE PROPERLY ATTACHED T C DL 7.0 P S F DATE 0 3/ 1 8/ 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL "AVE A PROPERLY ATTACHED RIGID CEILING. pp "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSRO81 99017190PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND B C L L 0.0 PSF N C E N G V B/ WP FBRACINGOFTRUSSES.. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN CONNECTOR SSPECI, I IARE PMADEUBLISOF20GABY TASTMHE MA653AGA40RGALV. STEEL. EXCEPTfST ANDPAPERIASINOTED. TAPPLY ACONNECTORSTO LPINE 9)0 4 TOT . L D. 37.0 P S F S E O N - 17380 LACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CON RECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING WalterP,Fim, P.E. DUR . FAC . 1.25 FROM SCG AlpilieaincrWs,Inc. RESPONSIBILITY SOLELY TOE TRUSS DOTDESIGN IITY AND R THIS NO, 22839187X&City. F1 33944COMPONENTFORPARTICULARBULDINGISTHEREESPONSIBILITYOFTHEBUILDNGDESIGNER.PE ANSI/TPI 1 1995 SECTION 2. SPACING 24.OR 9nOn7_CuA 1770n C _ AO\ THIS DUG PREPARED FROM COMPUTER INPUT {LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W3X8(Al) _ 1-0-0 W6X6 - W6X6 W4X4= W5X5= W5X5 19-0-0 _O-o _ i_ 40-0-0 Over 2 Support R=1534 W=8" U=710 100 MPH WIND, 15.00 FT MEAN MGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. 8-0-0 W4X4 W3X8(A1) s 1-D-D 19-0-0 J R=1534 W=8" U=710 t Im PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18:2e8 ak 1 E - Scale —.125" Ft. WARNING•` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R081 - -34380BRACING. REFER TO HIB-9I 1"ANDLiN6 INSTALLING AND BRACINGi, PUBLISHED BY TPI (TRUSS PLATE PERFORMING THESEDFUNCTIO S.HUNLESSSUITOTHERWISEDINDICATED, TOPiCHORDFORSMALLFETYWAYRACTICES PRIOR TOEPPROPENLYATTACHED T C DL 7. 0 PSF DATE 0 3/ 1 8/ 9 9 STRUCTURAL PANELS, BOTTOM CNORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDN CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P SF D R W HCUSROBI 99077191 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPIN6. INSTALLING AND S C L L O. O P SF H C- EN G VB/ WP FALPINEBRAINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN n _ _ _ SPECCIFSLATI ON PUBLISHED BY THE AMERICAM FOREST AND PAPER ASSOCIATION) AND TPI, ALP iNE WX D 4 T0 T. L D. 3 7. 0 PS F S E 0N - 1 7356CONNECTORSARENAOEOF20GAASTMA653GRADGALV. STEEL. EXCEPT A -a NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS 07HERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-i. THE SEAL ON TN15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E.DUR . F A C . 1.25 FROM S C G Alpine Engineered P[OdEwts, II1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS "Y`X HainesCi ,FL 33944 COMPONENT f19 ANY SECTION PARTICULAR BUILDING IS THE AESPONS18lLliY OF THE BUILDING DESIGNER, PER NO.22839 SPACING 24. 0 " ty ANSI/7P1 1-1995 SE[TIDN 2. TUTC nUC DOCDADCII FRnM rnMPIITFR INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. sunP/-5rw iiszu,r - rAa) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W5 2x4 SP #2 N: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X6 - W 5 X 8 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. W2X4 ik W4X4 % W4X4 5 5 W2X4 0 W5 8-0-0 W3X8 (A1) a W4X4 = W5X10 = W6X6 = W4X4 - — W3X8 Al — 1 0-0 1-0-0 I 17-0-0 1 6-0-0 I 17-0-0 J 0-0-0 Over 2 Support R-1534 W-B" U=710 R=1534 W=8" U-710 r f 0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2e8 ak 1 E Scale =.125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TIC L L 2 0. 0 P S F R E F R 0 8 1-- 34 3 8 1 BRACING. Rf FER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PPRIOR 0 ERFORMING THESEDFUNCTIONS. UNLESSTOTHERWISEOISONINDICATED, TOP. NJICHORDFOR SHALLFETYHAVEPRACTICESPROPERLYATTACHED TIC DL 7. 0 PSF DATE 0 3/ 1 8/ 9 9STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 99077192 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND B C L L 0. 0 P S FH C- E N G V B/ W P F 7ALPINE OR OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF MOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP]Nf ( TOT . L D . 3 7 .0 P S FS E Q N - 1 7 3 6 0CONNECTORSAREMADEOF2OGAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY COMNECT00.5 TD EACH FACE OF TRUSS, AND UNLESS OF IS SE SELOCATED ON THIS DESIGN, PO CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P.')=!1' P.E. D U R. F A C. 1.25 FROM S C G Pl i PTodilc;i$, 111c RE SPON518ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y blsuEesCily, Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER N0,22839 SPACING 24.0" ANSI/ TPI 1-1995 AN, 2. 30297-5H4 1732D,F - A4) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL_ LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X8: W2X4III W5X8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 1/4" AT MIDSPAN BETWEEN BEARINGS. W4X4 W4X4 8-0-0 W2X4 III W5X5 = 0X8 = W5X5 = W3X8(A1) WCX4III W3X8(A1) a 0 s 1-0-0 1-0-0 x I 15-0-0 I 10-0-0 I 15-0-0 40-0-0 Over 2 Supports ' I U2) R=1534 W=8" U=720 R=1534 W=8" U=720 PLT TYP. Wave TPI- 95 R Design Criteria: TPI STD 18.2e8 ak 1 E - Scale —.125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R081 - -34383 BRACING. REFER583 TO "IS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INST IT UT 1.PRIOR TO PERFORMING THESEDFUNCTIONS. UNLESSONDFRIODR..TOTHERWISEDISONINDICATED. TOP, WIICHORDFORSHALLFETYHAVEPRACTICESPROPERLYATTACHED TC DL 7.0 P S F DATE 0 3/ 1 8/ 9 9 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. }", BC DL lO.O PSF DRW HCUSR081 99077193 IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL M0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO tlU IL0THE TRUSSES IN CGNFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC L L 0.0 P S F H C- E N G V B/ W P F %r ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE "HER FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 4 TOT . L D. 37.0 P S F S EQ N - 17364 CONNECTORSAREMABEOF206AASTMA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter: P. F1T1Fi P.E. D U R . F AC . 1.25 FROM S C G RESPONSIBILITY SOt ELYFOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AlpineEnontqWP[oduas>Inc' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS1BI111Y OF THE BUILDING DESIGNER, PER " Hain&City, FL 33944 ANSI/YPJ 1 1995 SECTION 2. rrO. zi 39 SPACING 24.0 T)IIS Wr PRFPARFD FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W6 2x4 SP #2 N: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X8 ; W2X4 M W 5 X 8 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. W3X8(A1) Es W2X4 M W5X5 - W3X8 = W5X5 = W2X4 III 1-0-0 I, 13-0-0 _I 14-0-0 _1_ 13-0- 40-0-0 Over 2 Supports R=1534 W=8" U=720 W3X8(A1) m 1-0-0 R=1534 W=8" U=720 1,l a Ati PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2e8 ak 1 E Scale —.125" Ft. 0WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND TC L L 20.0 P S F R E F R 0 8 1-- 34 385BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORMING THEDMSUITE OISON, WI ISAFETY PRACTICES SEFUNCTIONS UNLESSOTHERWISEINDICATED, TOPCHORD SMALLHAVEPROPERLY ATTACHED T C D L 7. 0 P S F DATE 0 3/ 1 8/ 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W HCUSR081 99077194PROOUCTS, INC. S"ALL NOT RE RESPONSIBLE FOR ANY OEVIATLON FROM THIS "'SIGN; ANY FAILURE TO BUILD THE T0.USSES IN CONFORMANCE WITHTPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AN0 BC L L 0.0 P S F H C- EN G V B/ WP F ALPINE BRACING DF TRUSSES. THIS DESIGN CONFORMS MIT M APPLICABLE PROVISIONS OFMDS (NATIONAL DESIGN SPECI FIC AT I OM PUBLISHEDBY THEAMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE7" ft TOT . L D . 37.0 P S F S EQ N - 17368 CON MECTDRS AREMADEOF20GAA57MA653GR40GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO U EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAMIMGS 160 A2. Fuu1 P.E. D U R . F A C . 1.25 FROM S C G AIpERC ERgIElcued PEO(IIICIS, IIIC. RESPOMSIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS f Haines City, FL 33944 COMPONENT fOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER NO.- 22839 SPACING 2 ANSI/TPI 1 1995SECTION2. n— n nAnc V nluruclnAtEY CIIRMITTFII RY TRIISS MFR. " L uc1 ,i-Dnq 1/3cu,r - HO TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. IA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. W4X4 W5X5 = W4X4 = W4X4 = W 5 X 5 = W4X4 l W3XB(A1) = W2X4 M W5X10 = W4X4 = W5X10 - W2X4 M W3X8(A1) 1 0-0 1-0-0 iN• "Nr 11-0-0 18-0-0 _I, 11-0-0 _I 40-0-0 Over 2 Supports R=1534 W=8" U=720 R=1534 W=8" U=720 W 1. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2e8 ak 1 - E - - Scale —.125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 2 D. Q P S F R E F R 0 8 1-- 34 3 8 6B0.ALI NG. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORNiMb THESEDfUMCT14M5 RUMLESSTOTNERWlSEDIMDICATED, TOPICNORDFSXALLFNAVEPPROPERLY ATTACHED TC DL 7.0 P S F DATE 0 3/ 1 8/ 9 9 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. kIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'BC DL 1O .0 PSF DRW HCUSR081 99077195 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B C LL O.O P SF HC-ENG VB/WPF SPEC iFICA7]DN PUBL ]SHEDBYTHE AXERICANFOREST AMfl PAPER ASSOC1AT10N) AMD iPlALPINE TOT . L D . 3 7.0 P SF S E Q N - 17372CONNECTORSAREMADEOf20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAT. ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Walter P. Finn P.E. D UR . F A C . 1.2 5 FROM S C G Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS VHalCity, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No. 22839 ° ANSIITPI 1 1995 SECTION Z. SPACING 24. 0 Trn —0"T ri nAnc i mwmizinuc, cnRM1TTFn RY TRUSS MFR. ' t5U47F-On4 1/34U,r A/) TOP CHORD 2x4 SP #2 N J 2, T3 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBCC1. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. RECOMMENDED CAMBER 1/2” AT MIDSPAN BETWEEN BEARINGS. A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF WEB LENGTH. s i W2X4 W5X8= T2 W2X4 III W5X8= T3 W5X5= W2X4 I = W4X4 W5X8 = W2X4 m W5X10 W3X8(A= W3X8(A1) _ 1-0-0 1-0-0 I, 9-0-0 _I_ 22-0-0 _I_ 9-0-0 J 0-0-0 Over 2 Supports R=1534 W=8" U=720 8-0-0 R=1534 W=8" U=720 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2e8 ak 1 E - Scale —.125° Ft. WARNING"` TRUSSES REQUIRE EXTREME CARE IN IFHANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 0 8 1-- 3 4 38 8 GRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORMING THE SEOFUNCTIONS. UML ESST01 HERN)SEDI NOICATED, TOPI CHORDF SHALLF HAVEPPROPERLY ATTACHED T C DL 7.0 P S F DATE 0 3 / 1 8 / 9 9 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. D IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE 1MSIALLATION CONTRACTOR, ALPINE ENGINEERED B C DL 10.0 P S F D R W HCUSR081 99077196 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO NOILO TH£ TRUSSES IN C04fORHANCE YIT" TP1; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 8 C L L 0. 0 P S F H C- EN G V 8/ W P FALPINEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROP ISIDMS Of NDS (NATIONAL DESIGN SP EC ICATIOMPUBLISHED BY THE AM£R ICAM FORESTAND PAPER ASSOCIATION) AMD TPI. ALPINE7O 4 TOT . L D . 3 7.0 P S F S E QN - 17376 CONNECTORS ARE MADEOF20GAASTMA653GR40GALV, STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHER"ISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A- 2. THE SE At ON THISDRAMING IN ACCEPTANCE Of PROFESSIONAL ENGINEERING Walter P.'F" P.E. D U R . F A C . 1 .25 FROM S C G RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Firm, Alpine Engineered Products, Inc. , Haines City, FL 33844 AOpPONPxTIF099sMs£cTioNORLTH BUILDING I$ THE RESPONSiNILiTY OF THE 8U11DING DESIGNER. PER No. 22839 SPACING 2 4 . 0 " 3UZ`!/-5H4 11.5zuj - nenc P nTuc'AlclnucY CIIRMITTFD AY TRIISS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense :B2 2x6 SP 2400f-2.OE: WEBS 2x4 SP #3 :W3, W9 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 1#1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X1 HS2510( WBX12 W9Yd W4X4 — T2 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING PREDICTED HORIZONTAL MOVEMENT IS 0.16" DUE TO LIVE LOAD AND 0.10" DUE TO DEAD LOAD AT ONE SUPPORT. PREDICTED VERTICAL DEFLECTION IS 0.79" DUE TO LIVE LOAD AND 0.66" DUE TO DEAD LOAD AT X = 20-00-00. RECOMMENDED CAMBER 1" AT MIDSPAN BETWEEN BEARINGS. A) 1X4 "T" BRACE. SAME GRADE AS WEB,MEMBEe. ATTACH WITH 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF WEB LENGTH. ,- 4 r v V W8X8 = W4X4 = WBX12 T3 W2X4 I on i II p R=3092 W=8" U=1890 1-0-0 W4X4 -- HS816 = B2 W3X8 — HS816 =— W04 C3) 510 (C3) R=3092 W=8" U=1890 7-0-0 26-0-0 7-0-0 40-0-0 Over 2 Supports 1-0-0 PLT TYP. High Stren th,Wave TPI-95 R Design Criteria: TPI STD 18.2e8 ak 1 E - Scale—.1875" Ft. WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PS F RE F R 0 8 1-- 3 43 9 1 BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ICES PRIOR TO PERFORMING THESEDFONCTIONS RUNLESSTOTHERWISEDISONINDICATED, TOPICHORDFOR SHALLFETYHAVEPRACTPROPERLYATTACHEDT C DL 7.0 P S F DATE 0 3/ 1 8/ 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID Cf IL ING. IMPORTANT" FORM ISH A COPY OF THIS 0ES16N 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R WHCUSR081 99077200 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L 0. 0 P S F H C- E N G VB/ W P F ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE fl 4 T 0 T. L D. 37.0 P S F S E Q N - 17335 CONNECTORS AREMADEOF20GAASTHASS3GR40GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS RE SPDXS TR NEERING ILOITY SOLELYT FORHE THE TRUSSEAL ON COMPONENTDESIGNS DRAWING TSHOWN, ES ACCEPTANCESUITABILITYOAND USENAL OfTHIS Walter P. Fim, P.E. D U R . F A C . 1.25 F R OM S C G A.IF111e Ellguleered Products,Iac. COMPONENT FOR ANY PARTICULAR BUILDING iS THE RESPONSiBitITY DF "I HE BUILDING DESIGNER, PER Haines City, 33944L. AN 1 1995 SECTION 2. No.22839 SPACING SEE ABOVE 1su yi-FI4 lis u,r - t.11 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :146, W7 2x4 SP #2 N: PREDICTED HORIZONTAL MOVEMENT IS 0.17" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT ONE SUPPORT. SEE DWG A115/R FOR FILLER DETAILS. LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 24.0" O.C. W2X4 N W5X5 W5X5 s W7 5 r W5X14 ffi W4X4 (F1) a W3X12 -- W6 J 3 W2X4 8 3 W4X4 W4X4 W2X4 III R-756 U-420 W=8" UTTTUn Dv TDIICC ULD 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X8 W2X4 III 5 W2X4(A1) W4X4 4-8-0 R=916 U-490 W-3.5" 1-0-0 IE -9-9 1-0- 16-2-0 4-11-9 12-8-8 0-3 g 8-1-9 21-1-9 Over 2 Supports 4 12-8-0 VA OD-) PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18J2e8 HI 1 - - EL- Scale -.25" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND T C L L 20 .0 P SF R EF R 0 8 1-- 78 56 7BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORM1C(S PRIOR TOINGTHESEDFUMCTIONSDNUNLESSTOTMERYISEOIWDICATED, TOPICHORDFSMALLFHAYEPPROPERLY ATTACHED - T C DL 7. 0 P S F DATE 1 1/ 2 3/ 9 9STRUCTURALPANELS, BDT7OR CHUAD SHALL MAYS A PROPERLY ATTACHED RIGID CEILING. 1IMPORTANT" FURNI5H A COPY OF THIS DESIGN TO THE INS7ALLATION CONTRACTOR. ALPINE ENGINEERED B C DL 1 0. 0 P S F D R W HCUSR081 99327136PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OSSIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN AANDPPLICABLE PROVISIONS OF NOB (NATIONAL DESIGN 0 4 13CTLL 0.0 PSF HG ENG V8/WPF CONNECTORSAPERSPECIFICATAREMADEPUBLISHED20GATHEASTMMASS3AGR40FORESTGALY. STEEL. EXCEPTASSOCIATION) NOTED. TAPPLYALPINECONNECTORS TOTOT. L D. 37.0 P S F S EQ N - 11050EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER WalterP. lllil P.E. DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGD U R . F A C . 1.25 FROM EC Alpine Engineered Products Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NO. 22839 Haines City, FL 33944 COMPONENT T1FOR ANY SECTIDNCULARBUILDING ISTHE RESPONSIBILITY Of THE BUILDING DESIGNER. PER S PACING 2 4 . O " 3UZ9/-5H4 1/3ZU,F - TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLE BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. L19 Y A IN W4X4 s cone cnu—TCD TUD11T n n.nc R niMFNGJONSI SUBMITTED BY TRUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L1360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING., W4X4 a A1) a 12-8-0 r C'?_ 1-0-0Dy413-4-0 2-1-5-- - 16-2-0 4-11-9 I6-10-0 I 6-2-0 T 8-1-9 21-1-9 Over 3 Supports ---_al R-547 U-250 W=8" R-662 U-310 W=8" R=462 U=250 W=4.25" 0z PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2e8 HI 1 E - Scale —.25" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 PSF R E F R 08 1-- 7 8 5 6 8 BRACINGI'U. REFER TO H]B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFRACTICES PRIOR TOMSTORMINGTHESEE. S83 DFUNCTIONS 0. UHLESSSU TOTHERWISEDINDICAIED, TOP ICHORD FSHALLORFHAVE ETYPPROPERLY ATTACHED T C DL 7.0 P S F DATE 1 1/ 2 3/ 9 9 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACME0 RIGID CEIIING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION Co.TRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 99327137 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITM TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND B C L L 0.0 PSF H C - E NG V B / W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ( 4 CONNECTORS] ON AREPMADESOFDBYZOGAIHE ASTMMA653G940RESTAND PAPER GALV, STEEL, EXCEPT AS NOTED, TPI. APPLYALPINE CONNECTOR$ TOV TOT . L D. 37.0 PSF S E Q N - 11033 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Walter P. Finn P.E. OR AWINGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM E C Al i» e ne ed Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS No. 22839 P HamaCity,Fl. 33844 COMPONENT FDR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24. O " ANSI/YP1111995SECTIDN2. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W2 2x4 SP #1 Dense: THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. GABLE END SUPPORTS 8" MAX RAKE OVERHANG. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEM RESPONSIBILITY OF THE BUILDING DESIGNER. THIS DWr, PRFPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. , W4X4 C" Al) m W2 l W4X4 R=551 U=250 W=8" R=650 U=310 W=8" R=471 U=250 W=4.25" 1-0-0 13-4-0 _I 42.1-5.1 -°; 16-2-0 4-11-9 _I 6-10-0 -1- 6-2-0 1 - 8-1-9 21-1-9 Over 3 Supports Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R DeE1 n Criteria: TPI STD 18.2e8 HI 1 - E Scale -.25" Ft. WARN MG- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, NARDItNO, SNIPPING. INSTALLING AND T C L L 2 O. D P S F R E F R O8 1-- 7 8 5 6 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE _ PRIOR TO PERF0RMING THE SEO.FUNC'T1'WRUNLESSTOTNERWISEDINOpCATED, TOPICHORDF SMALLF ETYHAVEPRACTICESPROPERLY ATTACHED T C DL 7.0 P S F DATE 1 1/ 2 3/ 99 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF D R W HCUSROBI 99327138 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH T II OR FABRICATING, HANDLING, SMI PING, INSTALLING AND g (", L L O. D P BF H C- E R G V B J WP FALPINEBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 005 (NATIONAL DLSIGp S SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE MC C) 4 TOT . L D. 37.0 P S F S E Q N - 11042CONNECTORSAREMADEOFTOGAASTMA653GRADGALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Walter P. Finn, P.E. D U R . F AC . 1.25 FROM E C Alpi= EQgiR=Cd Products, InC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hain&City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY DF THE BUILDING DESIGNER. PER No. 22839 SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. 5UZ`!/-b114 1/JZU,I- - U1 n ru ucrnuci UIQMITTrn Rv TRIKS MFR_ r TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. INOTE: GABLE TRUSS SUPPORTS 12.0" MAX. PLYWOOD OVERHANG. W2X4(Al) W2X4 III 5 r— 2.5 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BOTTOM CHORD TO REST ON CONTINUOUS SUPPORT. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. r W4X4= W2X4 IU 5 W4X6 (R) III + W2X4 III W2X4 M W2X4(Al) 1-1-0-0- I R-82 PLF W=13-8-0 U=120 PLF 1I0-01 6-10-0 6-10-0 EE 13-8-0 Over Continuous Support I PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 18.2c4 ak 1 - E - Scale —.375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R0 8 1-- 3 4 3 9 8BRACING, REFER TD H16-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORMIINS 7 TUTNG TBESEDFUNCTIONS FRI RUNLESSTOTHERWISEDINDICATED, TOPICHORDFSHALLFHAVEETY PPROPERLY ATTACHED T C DL 7.0 P S F DATE 0 3/ 1 8/ 9 9RACTICESPRIORTO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CETLENG. IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR08i 99077198 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C LL 0.0 P S F HC- E N G VB/ W P FALIIVEBDRACINGOFTRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPEFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Dw 0 4 TOT L L D. 37.0 P S FS E 0 N - 44258 CONNECTORSAREMADEOF20GAASTMA653GR40GAL. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0. DRAWINGS 160 A-Z. THE SEAL ON TH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IF Walter P. OUR. F A C. 1.25 FROM L G Alpinc I Prodi mRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH 15 inn, P.E. Haines City, FL 33944 /LY COMPONENT FDR AHY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER No, 2g39 SPACING SEE ABOVE ANSI(TPI ]-1995 SECTION 2. RI Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mllemasters.xts PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER I :, „ ;.•: 1 JINSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 2 • INSTALLA DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0020 1000 3 INDEX 4 INDEX 'MASTER 6 INSTALLATION DETAIL Wt#8 SCREWS HORZ. SEEDING FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 lwsTALLATm DETAIL WIrAPCONS HORZ. SLIDING FLANGE WINDOW FILE NUMBER 3 ;. INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS JFLEXM9 00FLEX20 IFLEX0016 11000 1000 11000,1600 & 2000 6 INDEX . 7 JINSTALLATION DETAIL W/#8 SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 11000,1500 & 2000 1000 & 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 8 FLANGE INSTALLATION DETAIL CONCRETE HEADER WM BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 11 INDEX . 12 FIN INSTALLATION DEETAIL DESIGNER FIXED WINDOW FLEEX0037 MASTER FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX0021 1000,1750 & 2000 1500,1000 & 2000 13 INDEX , , 14 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS MASTER FILE NUMBERS FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 15W,1000 & 2000 1000/1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 1000 / 1500 18 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 11600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE: CAPACITIES. 114MFIN 1000/1500 18 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 11000 11600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFLG 1100011500 22 ' INDEX'.' 23. FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES MASTER FILE NUMBER? FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 1VMHMFLG 11000 2HMFINTR 1500 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 29MFLGTR 2000 26 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 2HMFLOTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 28 IFLANGE HORIZONTAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES . 2HMFLG 2000 30 FEI VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2VMFIN 2000 31 IFLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG 12000. PLANS REVIEWED CITY OF SANF}RD Page 1 of 1 mlbmsSteM-48 d TEST REPORTS LRY WINDOWS BY FLORIDA EXTRUDERS BOAT TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER, 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW. NCTL-210-1949-2 48 1/2" X 84 1/2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X. 79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" -SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST CNE By WOOD CONCRETE OR BUCK 91 OTHERS HAS,%4RY OPENING VK K BETWEEN WOOD DY OTHERS L MAST. OPENING BUCK WIDTH 1-I/s• ICI CONCRETE ORBY OTHERS "i [wrcRcm MASONRY C?CNING SKIM AS REO'D. D By OTHERSINSTALLATION ANCHOR. FLANGE TYPE I/4• MAX. 3/16' DIAL TAOCON WINDOW FRAME (SEE NOTES) SHOWN (SEE NOTE 9) JAMB ONE By WOOD INSTALLATION ANCHOR BUCK BY OrNERS 3/16' DMA, TAPCOM SHOWN 'SEE NOTE 9) p I CAULK BETWEEN „ H WINDOW FLANGE {. L WOOD BUCK - I-1/4' MIN GLASS (TYP.) I C EMBEDMENT (SEE NOTES) STUCCO BY OTHERS PERIMETER CALK By OTHERS GLASS (TIP.) SEE NOTES) WINDOWHEIGHT I PERIMETER CAULK By OTHERS SKIM AS REO'D, 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAIL HEADER BUCKHEIGHT FLANGE TYPE WINDOW FRAME SILL CAULK BETWEEN WINDOW FLANGE J L WOOD BUCK PERIMETER CAULK BY OTHERS WINDOW WIDTH STUCCO — BY OTHERS CAULK BETWEEN SECTION B-B 7. OPPEENILNG By 07IF_RS WINDOW HGT. I K- WINDOW WTH. ESE VATION VIEWED FROM EXTERIOR C V STOOL By • A - V Br OTHERS CAULK BETWEEN A O JINDOW FLANGE PRECAST SILL L PRECAST SILL BY -OTHERS tj V/VULKEM 116 eADHESIVECAULKRDORAPVEDCOL.SECTION A —A 0 212002 TAPCON LOCATION CHART CALL TIP TO L AI' NS IN riEA OLOCATIONS IN JAMB so : i• o TO SIZETIPr 022 74 X 26 C.0 CA u u 74 X 38 3/8 C.0 X_ =.G.£ IIJ.KA IJ,K,L p47. X SO 5/0 C.0 D.E 1J,KA MJJ r 1/ 4 % p D33 ID6 3/4 X 38 3/6 B.C.C._ I 's .0._ IJKA IJ II.L 4 % So •: A.°-C F IJ.K,LG. KJ J K. T22 III X L.Y X U T23 111 x 38 3/2 I B.C,LA :) r F IJ.K.L I IJ,K.L Ta11TxSOB.C.G._ A,g.[ D.E:F LJ.K.L I K L M2 x c.....: A IJ.K:L M3 120 X 31 3/0 B.C.C.£ ' A_' _.D,e FLJ.K.L IJ.K.L t 1 X A.B.C.i,,_.r CA.<F Gl1 JJI: IJK 6020 72 X 24 L., Lil u 1J 6030 72 X 36 C.0 C.O._ IJ I IJ,K.L 8040 77 X 4A C•O B.C.O.E IJJ(.I. 11 IJ.KA 7020 84 X 24 1.10 H 7030 64 x 36 B.C1F I 2.C.O.E IJ.K.L IJJ(A 7040 94 1 4 H.C., F c .C.O.E IJ.KA I,J.K.L 96 X 24 8030 96 X 36 B.C.C.-'_ CAE1JJ(i IJ.K.L A!! B.C..^.._ A.B,C.OE.F IJX.L G Ma J K L 9020 08 x 24 a.(.. ',: I IJ.K,L 9030 t08 x M B,C.C.._ I 3,C.D._ IJ.K.L IJ.K.L 10020 j t20 x 24 r cu...c IJ 1J. K.I..KA 1003020x36B.L.0 EI A.9.C,O. F IJ.K.L LJ 1OD40 I 120 X 48 B,C.0 EA.'s.C,D.E.F I,J,K,L I,J.X.L NOTES: 1) SHIN AS REO'D. AT EACu INSTA-LATION ANCHOR. MAXI ALLOWASLE SKIM STACK TO BE 1/4 . 2) WINDOW FRAME MATERIa;: ALUM'NUM ALLOY 6063. 3) TAPCON INSTALLATION ANCHOR muST BE OF SUFFICIENT Litt TO ACHIEVE UK EMBEDMENT'OF 1-1/4- INTO MASONRY OR CGNCR_TE. 4) USE SILX*WED ACRYLIC CAULK BEwNO WINDOW F-"E AT NEAR k JAMBS. SILL MUST BE Ar,,ACME:) TO THE SUBS11WE WITH VULKEM 116 ADHEWE CALK OR APPROVED EOUA'. H S) USE SIUCONIZE3 ACRr-:. CAL«_K FOR PERIMETER SEAL A -ROUNDEXTERIOR i WIN DOWNDOWFL+INGE. 1 6) IF EXACT WWDOW SIZE TS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITM NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOT, JB7) GLASS THICKNESS MAY vARY PER THE R_OUREMEN-S OF ASTM E1300 GLASS CHARTS. 8) LETTER CESIGNATIOrd ON THE TAPCON LOCATION C AR• xAIUTE INHERE TAPCON ANCHORS ARE TO E_ INSTAL_ED WHEN USGNG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED r.3L£S NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED w''.'I /e S:REWS OF SUFFICIEN' LIM. TO PPWDE MIN. S/- IN. EM8EOvr*.T INT: *Or,.' SUCK. 10) APPLICATION OF VULKEV 11£ A_nESNE CALK AT 'RAME SILL MUST COMPLY WITH SEALAN' MAN+lA:TUPE?'S R£COMM£NOATIONS. 11) 1MNERE WINDOW IS IMVA;AEO N MASCNRY OPENING WITH A STRUCTUAL TWO BY SLICK. USE }•O SC?E'r5OF SUFFICIENT :ENGTH TO ACHI£v£ 1- 3/9' MIN. EMBEDM V AT AFL INSTALLATION FAE :HER LOWICINS. 250 INTEXNA'M)4 L PKYT- SUM 250, HCA'-Kh'. F. ai:. 127-4 T'IOMC 17 M-0%5 FAx •p SHEATHING CALLK BETWEEN BY OTHERS WINDOW fiN L SHEATHING INSTALLATION AHEMOR R9 SCREW STUCCO OR SIMNG By DTMERS PERIMETER CAULK By OTHERS GLAZING (IT.) SEC NOT 7) TWO By WOOD BY OTHERS 1/A' MAX. SHIM SPACE AS REC'D. NOTES) WINDOW WIDTH TWO By WMD By OTHERS SHIM AS REO'D. SEE NOTES) I/4• MAX, SHIM SPACE CMXX BEtV££N WINDOW FIN L SHEATHING viNDpv WIDTHFINTYPEyN' CIO. WINDOW FRAME HEADER II ( MAX, TYP.) A111 GLAZING (TYPJ,J I (SEE NOTE 7) PERIMETER WINDOW HINGEQUALLYby '-ME S By OCAULKTHERSHEIGHTSPACE ANCHORS FIN TYPE W1NDOv STUCCO ORWINDOW ; (TYP.) FRAME JAn3 HEIGHT SIDING Br ArJCH0 aS SOTHERSANCHORa3SCREW B------------- 8 SECTION B-B PERIMETER CAULK By OTHERS INSTALLATION IIANCHOR88SCREV STUCCO OR SIOtMG If OTHERS CAULK BETWEEN WINDOW FIN _j 1 NINt'SHEATMING SHEATHING EMBEDMENTBYOTHERS SECTION A -A f 1• MD( EM:EDH£YT i A 6' MAX 24 O.C. (TYP.) FIN TYPE MAX (TYP.) VINDOW FRAME 61 MAX. (TYP.) SILL ELEVATION WIN OMMTEMOR MARBLE SILL STOM by rONERSV.Lt"91:.nr+ A •:3fi% NOTES 1) SHIM AS REO'O. ADJACENT To EACH INSTAL!ATION ANCHCP. MAX. ALLOW-BLE SHIM STACK TO ACT rr 4 BE OW G p•+ I.A St4 T i: 2) wp Ow FRAME MATERIAL- ALUMINUM ALLOY 6063. l /'#R%(h G,T •yy'ge5 _ . 3) INSTALLATION ANCHOR MUST OF SUFFIC:£NT LTH. TO ACHIEVE am. EWBEDMENT Or I' INTO WOWFRAME MEMBER. S) USE SRJCOPR c r• = A) USE SKJCONIZED ACRYLIC CAwc BEHIND w.NOON FIN AT HEAD. SILL it JAWS. A ^ 7 7f ,_ ._, T . ZED ACRYLIC CAULK FOR PEP,,uETEa SEA: AztWNO EXTE.RX;R OF WINDOW FRAME. TI/A' SHIM '—"' 6) CLASS TMICKNESS MAY VARY PER THE A£4JWMr.NTS Lr ASTu E1300 CLASS CHARTS.. SPACE MAX 7) N(STALL INSTALLATION FASTENERS AT 6• MAX. FROM COF):£RS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. YF'H ArCHCR SPACING AS STAID• IS 70.0 PS; FOR ALL AVAILABLE SIZES UP TC 73' X 71' LAX, SHIM AS REO'D. SEE NOTES) j I REV DESCRIPTION DATE INt FLORIDA EXTRUDERS' SANFORD, FLOOTWOByWOOD BY OTHERS I • 1 /1 PREPARED If, PRODUCT X APPLICATION ENGLNEERING. IMC.; ZW INTERNAiII7ul PKWT.• SUITE 2%. MEA'-JV. fLWt:3A 22746 PHONE A:7 DNS-W63 YAX 427 W3-gJ S SHEATHING CAULK BETWEEN IT OTHERS WINDGV FIM 1pEATMING INSTALLATION CANC STUCCO OR SIOTTHHERS --r PEMMETER I CAULK. By OTHERS cSEE "0ING7C7) WINDOW HEIGHT PERIMETER CAULK By OTHERS INSTAI.IATIDN ANCHOR s8 SCREW STUCCO OR SIDING IYDINERS CAULK ICTWEE% WINDOW FIN $)EATHINGtSHEATHINGBYOTHERS TWO By WOOD 1/4. MAX. CAULK KTVECN I• MIN, BY OTHERS WINDOV WIDTH SHIM SPACE WINDOW ITN cMSE7MENT` L SI$ATHING i TWO WOOD f IT DINERS SHIM AS REO'D. 1 (SEE NOTES) 1 1/4• MAX SHIM SPACE I' NlH EMBEDMENT SHIM AS RED•D. - 1 Fin TYPE (SEE MOtES) WINDOW FRAME HEADER WINDOW HEIGHT rim TYPE WINDOW FRAME. Sul GLAZING (TYP-) SEE NOTE 7) WINDOW WIDTH 24. O.C.rim TYPE WINDOW FRAME JAMB MAX. ATYP.) 7 EQUALLY SPACE ANCHORS (TYP.) MARBLE SILL A 6' MAX. STOOL BY 24. O.C. (TYP.) OTHERS MAX. (TYP.) 6• NAx.ctrP 1/4• MAX. T} SHIM SPACE SHIM AS REO'D. SEE NOTES) l`OPEMBEDMENT TWO BY WOOD BY OTHERS SECTION A —A L SAEATMING By OTHERS PCR:HETERCAULK J INSTALLATIONDTDINERSSTUCCOORANCHORP3SCREW SIDING By OTHERS SECTION B—B Ner_S• 1) SHIM AS REO D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE I/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SuFFICEM LM. TO ACHEVE MAN. EMBEDMENT OF t- INTO wOOD FRAME MEMBER. USE SIUCOMeZED ACRr.IC CAUL( BEHIND WINDOW FIN AT WAD. SILL & JAMBS. FOR FEfiMETER SEAL AROUNDVATION =) USE SILCOMIZED ACRr.IC CAULK M % RIOR EXTERIOR OF wiNODw FRAME. VIEW 6) CUSS THICKNESS MAY VAiY PER ME REOLOREMEMS OF ASTM E1300 GLASS CHARTS. 7) INSTALL INSTAUMTION FATEHERS AT 6' MAa. FROM CORNERS i.i .r>r '...S:: tw • D. J.. AND MAX. 24" O.C. DESiom PRESSURE . CAPACITY OFINSTALLATIONSWITHANCr'OR SPACING AS STATED. IS 70.0 PSF 1 F` ' rj I E q FOR ALL N4A0.A°LE SIZES UP TO 119' X 49 S/B" MAX. roRioA EaTRu E.R q02 DESCRIPTION DATE INi INTERNATIONAL. INCFLORIDAEXTRUDERSINTERNATIONAL. FLORIDA TITLE: INSTALLATION DETa'L W/ u8 SCREWS IOR2. SLIDING FIN WINDOW xOX CONFIGURATION- SERIES 1000 DRAWN BY:BB APPROVED BY: DATE:12/17/O1 SCALE: N. T. S. DWG.: FLEX0029 PREPARED By. PRODUCT 0 AMIUTI6f EMWNCERufw, INC.. VA WTERMATIDMAL Kvf.. S:3TE 2U. Ka7r.sFJv, f_EWIDA 3,21.i HONE •07 "S-0365 FAX .07 0CS-OM ONE BY WOOD CONCRETEDR TAPCON LOCAIION CHART CONCRETE OR CAULK BETWEEN WOOD —INSTALLATION ANCHOR BUCK BY OT.tERS naiONRr OPENING L CA.I N IN HLA GCATIQNS IN JAMB NA$ DN.4Y OPENING HOCK L HA$'Y. OPENING 3/16- DIA. TAPCON BY OTHERS CALL TIP TO BY OTHERS BY OTHERS B.v. 1-v•• Kua O TO To 0 J. Sr I SUCK WIDTH)- LMYbC"t SIZE TIP TO TO TD i0 I TO TO ONE BY WOOD N 1/4• SHIM _ cecr 7^ 5 r 7 BUGK BY OTHERS SPACE MAX. II C> IM2 26 I/2 x ri C C C G.» C,H GM p 1-1/4, MIN. FLANGE TYPE I 1H3 26 1/2 x 36 3/6 C C ( c C,H GM GM CAULK BETWEEN EMBEDMENT WINDOW FRAME ,S AS R£0'D us 26 1/2 X SO S/6 C C C G.H G.M C.01i WINDOW FLANGE \\ G JAMS t5"cE r TEi) 1M45 26 1/2 x 56 1/a C C C G..H GM GJtJ,J L WOOD B i INVALLATION ANCMOP INS 26_t/2 x 63 C C C GM G.M).J G"J,J i tH6 26 t 2 X 72 t C I C G.M C.nJ.J ++ .J 3/ 16• DIA TAPCON 0 2 3 a 1/ 4• SniH 23 37 x 36 3/0 C C C GM 0.G. i? ACE MAz. 2. 37 X 50 5/6 C C C C.M C. G. JJ RIGID V]M"L C C G.M G.MJ.JGr.'.J GLAZING BEAD 24537 x SS t/s C25 37 X63CCICG,M GMJ.J G,rJJ tiKt ASi ( TYP.) 26 37 X 72 C C C G M,I,J G.HJJ E f,G.M,LJ cSEE NOTEi) 1/e x u M VM p 33 53 1/3 x SII 3/6 C B.0 @.0 GM G. GMJJ 34 53 l/3 X SO 5/6 C B.0 -.0G.n G.HJJ GMJJ STuCD 345 53 1/9 x Be 1/4 C ex ?.0 G.MJ.J GMJJ E G.•1JJ Sr OTHERS 35 53 1/6 X 63 C B.0 ?.0 C.M.1,J C,MJJ E FG HJJ SMLMAS REO'D. 1/ X 7 C B,C E.0 G.HJJ E.f,CM,IJ EFG,HJJ 022 I PERIMETER tiE£ NOTES) A,B,C,C G. G.HJJ C-IJJ 01, CAULK CAULK BETWEEN C23 74 X 36 3/9 B.0 B.0 BY OTHERS Bx WINDOW FLANGE D24 7a X 50 5/3 8X B,C A.6.C.D CM.0 G.MJ.J EFG.HJJ vx (BUCK A ixlD BUCK o 0245 74 x 56 1/4 B.0 8,C . A?,C.O G M,1. E.F,GM.0 E F,G.M,1,J WINDOWFLANGE TYPE HEIGHT) D25 74 X 63 B.0 B,C A?.C,D G.MJ.J Ef,CM,IJ EFG.MJ,J• HETGMt) WINDOW FRAME PERIMETER > 74 X 72 B.0 B,C A?r.D CHlJ LF.GMJ.J E,F.4 H.1J• MEADER CAULK STUCCO I 20U20M 4 X.4 :+ GLASS (TIP.) BY OTHERS BY OTHERS + 204430M 24 X 36 C C I C G.n CM G,H cSEE MOTES) 20AM40M 24 X 46 C C C GM GM I G.H VINDOVVVIDTH) 20u46M 24 X 5 C C C GM G,M GMJJ CAULK BETv£ EN 2OU50M 24 X 60 C C C G.n CM GMJJ WOOD S" : Y 4 X 7 E C C GH GMI,J yl SECTION B — B MAS'Y, OPENING 3OM20M 36 X 24 NOTES SY OTHERS JOu3DM 36 x 36 C C C G.M G.HGM RIGID VINYL yY AS R£O'D. ATEACH INSTALLATION A:Y-MOR. MAX. A_LOWABLE 3OM40M 3E X 4E C C C G.M GMJ.J CMJ.J GLAZING HEAD 30M46A 36 X 54 C C c G.H GMJJ GMJJ GLAZING SHUTSTACKTOBE1/4'. 30ySpy 36 X 60 C C C C.M G,M..1 GM.IJ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 30MWM 36 X 72 C C C C.MJJ G.NJ.J E,F.G.M.LJ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. M • . PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASouRY OR CONCRETE. OMSOu 46 X 36 C C B.0 G.M G,H GMJJ CAULK WINDOW FRAME 4) USE SRXONIZED ACRYLIC CAULK REMIND WINDOW FLANGE AT HUD & 40L140u 46 X 46 C C I B.0 G.M G.MJJ GM.I,JDr OTHERS IAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 40MASM 46 X 64 C C 1 3.0 GMC.HJ.J G y I„ISILL 116 ADHEswE CAULK OR APPROVED EOUAL. 4OMSOM 46 x 60 C t S.0 C,r.JJ G.MJJ E.F.GM,VGmjj S) USE Su)C016ZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND s0u60u ? x 72 C C B:C C,M.IJ Ei GM 1 F if. EXTERIOR OF WINDOW FLANGE • _•C 6) IF EXACT W114DOw 9ZE IS NOT LISTED IN ANCHOR CHART, iJ5•c 61ISOM54 x 36 C S.0 B.0 CM GM GMJJ C ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. FOP. THE 46M46M 54 x 46 C 8.0 B.0 GMG.MJJ f G. M. a6Y46M SaXS< C S,C B,C C.HJJ G.MJJ E.i.G.MJJ APPROPRwTE DESIGN PRESSURE REO•D. 46MSOM 54 x 60 C B.C. @.0 G.HJJ G.MJJ E.F,G.MJJ 7) GLASS THICKNESS MAY vARY PER THE REOUIREMENTS OF ASTM E1300 4 'x 7 C ?.c GLASS CHARTS DM z 4 G.M G.H GM CAULK BETWEEN V V D) LETTER DESIGNATIONS ON THE TAPCON LOCATION OVX INDICATE SCa130M 60 X 36 C ex @.c G,H GIN CMJJ WINDOW FLANGE C WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE 5OM4DY 60 X All C B.0 B.0 G.M G.MJJ GMJJL PRECAST SELL EXTERIOR ELEVATION AS A KEY. 5OW46M 6C X 54 C B,C S.0 C,MJJ GMJJ E.F.G.MJJ W/VULKEM 116 PRECAST SILL SECTION A -A 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TA 'CON ANCHOR soMsoM 60 x so C B.0 B.0 G.HJJ G.nJJ EFG.H,IJ ADHESIVE CAULK By OTHERS SHOULD BE FILLED WITH /B SCREWS OF SUFFICIENT 04. TO PROVIDE SOM60M 1 60 x 72 C B.0 B.0 G.H.I.. E.F.G.MJ.JE.F.C.MJJ OR APROvED EOL. MIN. S B IN. EMBEDMENT INTO WOOD BUCK. °D n 56u30A 66 x 36 8.0 B,C AB.C. GM G,H GMJJ SIVf CAULK AT FRAMs SILL MUST 8^ B C A A C 7 G M G MJJ GMJ J W.H. FAW.W. BC D E G 1 I B F 10) APPLICATION 01 VULKEM 116 ADY.E 56LI40M66 x COMPLY WITH SEALANT MAVuFACTUPEP.'S P.ECOMMENOCXWS. S6M46M66 X Sa B B.0 A?-.C.: G.M.IJ C,MJJ E.F,G,MJJ 1) ONE ADDITIONAL FIELD MLLED & INSTALLED ANCHOR B REO'O. IN 55u50u 66 x 60 E : B c A.B.0 G.MJ.J E,F,CM.1.J E:f,G,nJJ EACH JAM? ON THE FOLLOWING SIZES: -D25" (73 7 62). -D26- S6Mo0M 66 x 72 Ec Bel a, .C.: G,HJ,J E,F.GMJJ EFG:HI 73 x 71.-56u60M- 65 x 71. 6 •6nu60u- (71 x71 PLACE n H M C 60M30M 72 x36 e c ea A3a:: GM C' GMJJ ANCHOR BETWEEN ANCHORS ' C AND i AtWO BETWEEN ANCHORS 'M 72 x a6 E.0 B.c A?.0 G M G MJ.J G MJJ 6M4A?.0 : GHJ.J G MJ,J AND J' OVER SSPSFONLY9OY46M72x54E = B.: 12) WHERE WINDOW IS INSTALLED IN MASONR- OPENING WITH A STRUCTUAL 60MS•Su 72 x 60 —c 8,r- A?.0 : C.M,1. E.fG,H.IJ E F,;.H,1J F TWO BYWOOD SUCK WE Ito SCREWS OF SUFFICIENT LENGTH TO 72 X 72 S.c B.0 A?.0 : G M 1. r F r H I ACHIEVE 1-3/8- INN. VASE-DMEMT AT AL w51ALWaok FASTENER NADDITIONAL ANI--GRS REl.'D. S_E NOTE 11 LOCATIONS. ON SIZES NOTED IN NOTE !'t ADD A 110 SCREW I -I ANCHOR TO EACH JAMS fop. NOTED DF-34N PRESSURES. INTERNATIONAL, INCFLORIDA EXTRUDERS SANFORD, FLORIDAB 'I UAL FL^, ;;, a TITLE: INSTALLAI'ON DETAIL W1 TAPCONS 41 URAC'' N fHORZ. SLIDING FLANG= WINDOW - SEP.TES 1000' F d/P/p7g -fTR(D PS A ELEVATION gu,t _ _ 4 . DRAWN BY: BB APPROVED BY: VIEWED FROM EXTERIOR Z, - ut- DATE:10/23/01 SCALE. NTS DWG.: FLEX00?0 PP'•PAdiR ir. PPOAf- t t APPLICATEON EYG1w,:::74:. INC. 25C )nTF,RMrA•1^JMAL FXVr_ SJ:TSno. HEAT-.h F ._ :y -2746 P•C04L •=7 WOS-9)a5 FAa 4,' 295-636'_ y i ONE Br WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE - L VO3D BUCK STUCCO J BY OTHERS PERIMETER CAULK 9T OTHERS RIGID VINYL GLAZING DEAD TYPO CAULK BETWEEN CONCRETE DR WOOD BUCK 6 NASOr OPENING MAST. OPENING BY OTHERS BY OTHERS r c EmKD Nisi A EMBEDMENT INSTALLATION ANCHOR 3/I6' DIA. TAPCON SHIM AS RCO'A,- I/4' MAX. IS NOTES) FLANGE TYPE WINDOW FRANC HCADER GLASS h _ l- (TTPJ (SEE NOTES) B.v. ]1-1,14' HIN BUCK V1DTH) E"RED ENTINSTALLATIONANCMORONEBrWOOD3/16' DIA. TAPCDN D BUCK BY OTHERS _\ STudCG BY HERS SHIM AS REO'D. RIGID VINYL X. 0 GLA?ING BEcTYP.)AD ( SEE1/4 MAEROTES) TYP.XSEE NOT -Si 1711 Al O FLANGE TrPE - VLNDOv FRANC , JAMBCAULK BETvCEN v VDIDCNFLANGEPERIMETERtWOODBUCKCAULKBY OTHERS V. V. vlNppv VIDTw I BUCK HEIGHT) CAULK BETVEEN VINDOV FLANGE6PRECASTSILLW, vLK, O 1A V'D. EOE SECTION 8- FLANGE CALK, OR APRv'D. COL.. FLANGE TYPE PERIMETERvINDOv FRANC CAULK SILL BY OTHERS CAULK BETWEEN vOOD BUCK L MAS' Y. DPEHINC BY OTHERS COedREIE OR MASOMRT OPENING BY OTHERS W. W. SIle HY OTHAST S#uLL ` eq a O A AB C SECTION A -A 4 •• 1) SHIMASREO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE D E SNw STACKTOBE1/4. y, 2) W84DOMI FRAME MATERIAL ALUMINUM ALLOY / 3) t66sTALLAtaN ANCHOR MUST BE OF SUFFICIENT NT LT". TO ACHIEVE 11 A. pC EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. A.. 4) USE SRICOwZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD "I t( JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WIT" B K B VUU(EM 116 ADHESIVE CAULK O1 APPROVED £OVAL. `y 5) USE SWCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. F ('i EXTERIOR OFWINDOWFLANGE. . 6) IF EXACT WINDOW SIZE 5 NOT LISTED IN ANCHOR CHART. USE Aa7 ANCHOR OtW M LISTED WTH NEXT LARGER SIZE. FOR ' f / f APPROPRIATE DESIGN PRESSURE REO'O. 7) GLASS THONESS MAY VARY PER THE REOUIREMENTS Of ASTM Et300 CLASS OvMR V C , 8) LETTER DESKXUUONS ON THE TAPCON LOCATION CHART INDICATE H I 'w WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE ICJ j O EXTERW ELEVATION AS A KEY. 3 (J 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCNQR-:SHOULD K.FILLED WITH /6 SCREWS OF WMICI'ENT LTM. A TO PINEINN. 5/9 IN. EMBEDMENT INTO WOOD BUCK. D,PRINT FLORIDA OAPPLIES TDOG SCALES SIwXE .K D TitlS ELEVATION PRINT ALSOAPPLIESt0THEFLORIDAEXTRUDERS1500AND2000SERIESST( NGLE PILINGS. 11) WHERE WINDOW IS INSTALLED IN MASONRY DPEMWG WITH A STRUCTUAL TWO BY WOW BUCK. USE /tO SCREWS OF Si,muENt LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. J TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAY-B 30P3F TO 40NwF 41PSF TO 7OPSF 3OPSF TO 401V IV TO 7yW SIZE SIZE128 1/3 x 26 8 B F.G F.0 13 1t 1/3 X. 37 3/8 8 B F.G F.G 14 18 I/8 X 49 5/1 B B FA f,G 145 1e / 8 x 35 Ip B e F,G F.G 15 18 1/3 X u B B F.G I,G 16 18 1/8 x 71 B B F.G F,G.MJ17It t It 23 rz F6JK 11`2 25 1/2 X 25 B BFC IK3 23 1/2 x 37 3/8 B 8 F.G F.O 1M425 1/2 X 49 5/8 B 8 F.G F.G.Hi 1"45 25 1/2 x b I/- B B FA F.DNJ 1H5 25 1/2 X 62 B 8 F.6 F,G.HJ 1M625 1/2 x 71 B 8 F.G F.GJ+i 1M7 25 in X 43. B B F,GJJC F.GJ,K30 1/' 2 , 26 29 1/2 X 23 B B A, F.GF.G 3o try . 36 3/8 1/2 X 37 3/8 29 1/ 2 x 49 5/3 B B FA FA MJ 30 1/2 . SO 5/8 . 30 1/ 2 . 56 1/4. 29 1/2 X SS 1/- B B - FA F,GF.C.HiF.GJ+ J 30 1/2 x 63 30 1/ 2 , 72 29 1/ 2 x 62 29 1/ 2 x 71 . B 8 6 B F.G m.i F,G.MI b t 2. 9- 29 1/2 It 8] B B F.GJ.K F.GJ.K 23 36 x 25 36 X 37.3/0 B i F.G FA24 36 x 35 /4 B B eB F.G F.GF.G MJf,GJ+! 2452536 : 351/4 36 X 62 B B F.6JIJ F.01) 2636 X 71 8 6 F,G,Nj D,EJ,G.+J 7 36 x 83 8 p F.GJJ( F.G.#UJ.< 42 a26 41 X 25 B B F.G F.G.MJ42 . 303/8 1 x 37 3/2 FIG FA.M1 42 . SO3/8 u X SS 1/ 4 B B F,G,MJ F,GmU 42 . s6 63 t/442 , stX 41 X62 B B F,G."i D.EF.GrJ 42 72 X 71 B B F.Gl1J O.E.F.G1.J 41X 63 F. G KF,C,H,IJ.Ks8 . 26 48 . 38 3/8 47 X 25 47 X 37 3/4 B AC A.0GF,GJU 6 , s0 3/5 a7 x F9 5/8 B B A.0 A.0FF.G.HJ F.GYJ F.GJH! 48 , sa t/- 40 , 63 A X b 1/- 47 X 62 B A.0 F.G.H.; D.E.F.G.- 48 x 72 47 X 71 B A.0 F.OJU O.EF.GJ+! 4 47 183 F n[F r. K 32 52 1/8 X 25 B A.0 F.G33 S2 1/9 X 37 3/8 B AC F,G F.G.)" 3452 1/8 x s9 5/8 B AC F.6.MJ F.GHJ Sas52 1/8 X b 1/4 p A.0 F.O.M! D.Lff mi 35 52 I/O x i2 B A.0 F.G,N.1 D.E.FAJIJ 3652 // 8 X 71 p AC F,GJLI 37 1 S2 t/e X 83 B C F.GJJ( D.EF.GJ!(J:K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. PREPARED 8'^. PR00uCT A APft" 10n iniMEEAtNG, PC.. 2W FLORIDA EXTRUDERS INTERNATIONAL, AAN. RIDA TITLE:INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES ID00 , 1500 L 2000 DRAWN BY: BB AFFROVED BY: DATE:10/ 09/01 ISCAI,E:NTS DWG.: FLEX0016 NATIONNL PI( Y_ S1AR 230. EAT.ft , FLORIDA 32746 ro< 407 W5-MS FAX 407 4:5-0366 CAULK BETWEEN SHEATHING WINDOW FIN t By OTHERS SHEATHING INSTALLATION ANCHOR B WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING (TYP.) cSEE NOTES) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR so WOOD SCREW STUCCO BY OTHERS CAULK -BETWEEN WINDOW FIN ZSHEATHING t SHEATHINGS BY OTHERS SECTION A `A 1• MIN. EMBEDMENT TWO BY WOOD r BY OTHERS SHIM AS REO'A SEE NOTES) 1/4' MAX. SHIM SPACE FIN TYPE WINDOv FRAME MEADER GLAZING (TYP.) SEE NOTES) FIN TYPE WINDOW FRAME SINARBLE SILL STO[M- BY OTHERS WINDCW WIDTH SHIM AS REO'D. — A,m.TY p nq + cSEE NOTES) NAM 1B++` L+iW }1 GLAZING (TYP.) j , S+ if (SEE NOTES) WINDOW v!DTH A-- - 9 B 24' 0:C. MAX. (TYP.) EQUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT A 6II MAX - TIP., 6- M ELEVATION vIEwED FROM EXTERIOR FIN TYPE—,,,,' WINDOW FRAMEJAMB PERIMETER EAI'LK By OTr.EAS i ' MAX. SHIM SPACE TWO By WOOD STUD By OTHERS 1 I• MIN. EMBEDMENT SHEATHINGS BY OTHERS CAULK BETWEEN WINDOW FIN t SHEATHING INSTALLATION ANCHOR 89 WOOD SCREW STUCCO BY C•THERS SECTION B-B NOTES 1SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/47. - 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT VH. TO ACHIEVE um. EMBEDMENT OF I' INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDCw FIN AT MEAD. SILL a JAMBS. S) USE SILCONCED ACRYvc CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNCOW FRAME. 6) IF EXACT WINDOW SIZE 6 NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANVY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE P•EOUIREwENYSOF ASTM E1300 GLASS CMAr.S. 6) FLORIDA EXTRUDERS 1D00 SERIES SINGLE HUNG 6 SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETP.UDERS 15W AND 20DO SERIES SINGLE HUNG wwDOwS. Tv0 BY WOOD BY OTHERS REV DESCRIPTION DATE INI INTERNATIONAL. INC FLORIDAEXTRUDERSSANFORD, FLORIDA I• MIN. - 'TITLE:!NSTALLATI_•N TA!L W/#13 SCKEWS EMBEDMENT SIN3_E HUNG FIN WINDOW - SERIES 1000,1500. 8 2000 r, t,it:h DRAWN BY: H9 APPROVED BY: DATE: 12/13/01 ;SCALE: N. T S DWG..FLEx0026 SHT i OF 2 m........ • m .r.,.... r..r..•rrenr. u fan Iw7te...Yln.0 s...r Darr fan ._...e-_ rreln. v1.t V—W[ .07 ae -036S F.. .67 CS-0366 7 CONCRETE ORMASONRYOPENING BY OTHERS ONE BY WOODBUCKofOTHERS CAULK BETWEENvlaDOWFLANCrWacoDUCK STUCCO BY OTHERS PERIMETER CAULK By OTHERS GLASS (TTPJ SEE NOTES) Wit WINDOWIGMT) PERIMETER CAULK BY OTHERS 4 CAULK :TVCCN\ WINDOW FLANGE L PRECAST SILL v/VvLXEM 116 ADHESIVE CAULK OR APRv'D: EOL. r INSTALLATION ANCHOR 3/16' DM tAPCON CAULK BETWEEN WCOO BUCK L MAS'Y. OPENING BY OTNERS CLASS (TIP.) 1-1/4' MIN. (SEE NOTES) C EMBEDMENT 4 A p.P,F- T " j o MEN AS REO•D i/{' SAX. SEE NOTES) FLANGE TYPE WINDOW FRAME FCAW. W. RIDGED W EAD .„ GLAZINGBEARBit HEIGHT) ' Q B DREDGED VINYL - GLAZING BEAD W.N. K I 24' O.0 TMAX. (TYP.) FLANGC TYPE r- WINDOW FRANC 6' MAX.. (TYP.) a I a PRECAST ' SILL BY OTHERS SECTION A -A _.. A -- Oj ELEVATION VIEWED FROM EXTERIOR I. W. RUCKVIDTM) SHIM AS REO'D. 114' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD I- v.• wa. C^JdR£TE OR CnN¢(nT MASONRY G?ENING By OTHERS D INSTALLATION ANCHOR 3/ 16' DIA..fAPCON . O __ ON£ BY WOOD L BUCK BY OTMERS c FLANGE TYPE o CAULK BETWEEN WINDOW FRAME CAULK BETWE£H WINDOW RANGE PERIMETER TERL WOOD BUCK EALLK By OTHERS WOOD DICK L v. W. NAS'1.'DPENING WINDOW WIDtH) I BY OTHERS STUCCO BY OTHERS SECTION 2-8 ynM AS REG'D. AT EACH wSTALLATIDN AW:MOR. WAX. ALLOWABLE SNIP STACx t0 BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' Ow TAPCON INSTALLATION ANCHORS )RUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN.. EMBEDMENTOF1-1/4' INTO MASONRY OR CONCRETE. 4) USE SLICONZED ACRYLIC CAULK REMIND WINOOW FLANGE AT MEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WUXEM 116 ADR*W_ CAULX OR APPROVED ED-- S) USE SIUCO)6ZE0 ACRYL)C CAULK FOR PfRUNETER VAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS MOT LISTED IN ANCHOR CHART. USE ANCHOR CUANTITY LISTED WITH NEXTLARGERSatFORTHEAPPROPRuTEDESIGNPRESSUREREO"O. 7) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM 11300 GLASS CHARTS. S) WHERE SPACING BETWEEN TAPCON ANCHORS EXCEEDS 24 IN. O.C.. It SCRE+W"F SUFFICIENT LTM. TO PROwDE MIN. 5/4 IN. EMBEDMENT INTO WOOD RUCK SHOULD BE INSTALLED. 9) FLORIDA EXTRUDERS 1000 SERIES FIXED W:MDOWIS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDAEXTRUDERS2000SERIESFIXEDWINDOWS. .__ ....: .. 10) SEE BACK OF THIS SHT. fOR INSTL'NANCHOR REQUIREMENTS. 11) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MAMUFACTURER•S RECOMMENCATIONS. 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY w000 BUCK. USE110SCREwS,Or SUFFICIENT LENGTH TO ACHIEVE 1-3/6- MIN. EMBEDMENT. 13) W NDOw UNITS CAN BE M:PLED TO OTHES UNITS USII4G ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. INTERNATIONAL. INC. FLORIDAEXTRUDERSSANFORD, FLORIDA TITLE: INSTALLAT;DN D=TAIL W/ ONE BY BUCK FIxED FLANGE WINDOW - SERIES 1000 L 2600 DRAWN BY: P9 APPROVED BY: 2 1 2002 DATE: 10/22/01 SCALE: NTS DWG.: FLEX0016 SHIEST I ? PREPMW BY:'P1g0Ua jt000LOLr COMP_ 2W A/ERNAIKINAL P%w, U E 230. nEATWRON. FLORIDA 32746 PHONE 407 80$-6365 r" A07 6C5-:SE6 SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN LSHEATHING INSTALLATION ANCHOR •8 SCREW ExTERglyOTHERS — P£RIMET£R CAULK BY OTHERS WINDOW HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS \ INSTALLATION ANCHORs8WOODSCREW EXTERIOR FINISH BY OTHERS 1 NIN EMBEDH[cmi FRAMING WINDOW WIDTH tj' t/4' MAX, II SHIM SPACEOD BY OTHERS WOOD FRAMING FLORMA B.O.A.F. By SHIN AS REO'D.+r++` ' Awl` SHEATHINGScENOTES) A+ rUF R Ntaaro' I jj4' 4 i 3r OTHERS 2K4• MAX. SInM SPACE SEE NOTEII6 GLAZING SEE NOTE 6) FIN TYPE WINDOW FRAME CAULK BETWEEN J 1^MIN. WINDOW FIN EN3EDI'1EN' L SHEATHING SHEATHING BY OTHERS , SECTION A -A HEIGHT FIN TYPE WINDOW FRAME SHIM AS R£0'D 1/4' MAX SEE NOES) WOOD FRAMING BUCK BY OTHERS EXTERIOR FIN TYPE WINDOW FRAME A --ftj ELEVATION VIEWED FROM EXTERIOR INSTALLATION ANCHOR L2 SCREW CAULK BETVEEN WINDOW FIN L SHEATHING SECTION B-B EXTERIOR FINISHPERIMETERByOTHERS CAULK BY OTHERS ttD_TES: I) SHIM AS HOROSEARINGESACHINSTALLATION _ WITH LOAD IM MAX. ALLOWABLE Smu STACK TO BE 1/4". 2). WINDDW FRAME MATER:AL-. ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGMT TO ACHIEVE MIN. EMBEDMENT OF I" INTO WOOD FRAME. 4) USE SiMONIZED, ACRYLICCAULKETER SEA: AROUND EXTERIOR WROF NDOW FRAME. 5) USE-S41CCMZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIREM:NTS OF ASTM E1300 CLASS CHART;. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED. 7) FLORIOA EXTRUDERS 2000 SERFS FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ExTRUDERS 15M ANO 1000 SERFS PICTURE WINDOW.- B 8) SPACE INSTALLATION ANCHORS AT S- MAX. FROM CORNERS AND um. 24" O.C. DESIGNPRESSURECAPACITYOFINSTALLATONS, *RT- ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' x 71' OR 63' X 95' OR 119' x 37-3/2' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USLYG ALUMINUM TUe- MULLION. SEE MULLION INSTALLATION SHEETS FOR REOIREMENTS. PRODUCT iECIVICLLOD CORD_ 250 I / 1 3/02 SCALE: N. T. S.IDWG.: FLEXUUJU PKWY Scat 250, LAKE MART, noRiCA 32746 PHONE 407 005-OUS FAX 40T U CAULK BETWEEN CAULK BETWEEN WINDOW MAWY OPENING, FLANGE L WOOD BUCK BY OThF-RS ONE By vGGD NOTES, BUCK By OTHERS I) SHIN AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD 9EAR*C SHIM. MAX. ALLOWABLE SHIN STACK TO BE 1/4 . CONCRETE OR 2) WINDOW FRAME ":ERIA:: ALUMINUM ALLOY 6063. MASONRY OPENING INSTALLATION ANCHOR 3) 3/16' DIA. TA7CON INSTALLATION ANCHOR WST BE OF SUFFICIENT LTM. TO BY OTHERS 3/16• DNA, TAPCON ACHIEVE MIN. £MBEIIMENT OF 1-1/4' INTO MASONRY OR CONCRt-TE. PLACE TAPCON ANCHORS 6- FROM CORNERS k 24. O.:C' MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD B£ FILLED WITH /6 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. S/B N. EMBEDMENT 4NT0 WOOD ELTER?p. FIN:SM - BUCK, BT OTHERS 4) W-RE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BYQ1-1/4' MIN. BUCK. USE 110 SCREWS OF SUFFICIENT, LENGTH. T3'ACIIEVE 1-3/8EwSCMw. MENT 'EMBEDMENT AT SAME SPACING STATED N NOTE 3. 1 S) USE SRlCONI M ACRYLIC CAnK B£HIMD WINDOW FLNGE A: HEAD. SILL 4ALIM. 1/ 4' MAX. 6) USE S"OW ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF SNIM SPACE WINDOW FLANt-. 7) GLASS TrrZKN£SS MAY VARf PER THE REOIKREMEN"S OF ASTM C1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSLP-ATme GLASS IS ALSO OUAuFIED. B) BUILD DOWN AROUND CL*.M PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST Ba OF SUFFIECENT S'RENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN- THIS PRINT ALSO BY OTHERS ' APPLIES TO FLORIOA EXTRUDERS 1750 SERIES & 2000 SERIES. SHIN AS REOD M•3IEEENOTES) 10) ELEVATIONS Sw COMMON CONFIGURATOMS. 1T IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO Th£SE TWO CONFIGURATIONS. TF,ISSHEET APP'JES TO ALL CONFIGURATIONS THAT CAN SE MANUFACTURED FROM THE 1000. 1750. & 20DO WINDOW FRAME SERIES DESIGNER MLO WINDOW FRAMING SYSTEMS. MEAD 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE. MULLIDN INSTALLATION SHEETS FOR REOLuREMEMTS. WINDOW WIDTH WINDOW EIGHT A GLAZING ( TTP. SEE NOTES) INSTALLATION EATERMR ANCHOR 2/16' . DIA. TAPCON W wINI "EIGHTvtNDOv FRAME ir;M AS REO'O B 6 Sl_L (SEE NOTES) PERIMETER CALK t BY OTHERS t EXTERIOR FINISH A IT OTHERS r L 1/4-MAX. EXTERIO? ELEVATION_ SHIN SPACE CAULK BETWEEN WIIDDW FLANGE L WOOD BUCK. CAULK BETWEEN - WMB SUCK L MASDIAY OPENING of OTHERS 4 CONCRETE OR MASONRY BY OTHERS SECTION A -A SHIM AS REO•D SEE WES) WINDOW FRANE JAMB GLAZING ( TTP. SEE NOTES) I- 1/A' MIN. EmjCDhE. NT 1/ 4' MAX - SHIM SPACE . ONE BT WOOD BUCK Br OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH J By OTHERS WINDOW WIDTH IWTALLATI-' CNANCMCP a / 3,161 411A. TAPCON CALILK BETWEEN DUCK L N IAASYcS'OPENINGC Of CTHERS CAULK BET?EN Wway FLANGE L vC!GDBUCK CONCRETE OR MASONRY OPENINGBY OTHERS SECTION B—B A EXTERIOR ELEVATION 4- MIN B.® F• FLORIDA EXTRUDERS INTERNATIONAL. > RinA aEMBEOMENTW++` _ - -. x ONE BT WOOD w TITLE -FLANGE INSTALLATION DETAIL CONCEETE LEADER V/I BY P-CK BUCKBYOTH€RS DESIGNER FIxED WINDOW 1000, 1750, 6 2000 SERIES DRAWL BY: BB APPROVED BY: H z `%'=— DATE:02/I2/02 SCALE: NTS DWC.: FLEx0035 1 - PWMU Sx MKyIXI Kolft p- C? , 08 WtIf fi kAS It-= rA-(.I.CY. /LOIN YIM M[ W =C S — MH W-.EOM INSTALLAT:DN ANCHOR y1 EMBEDMENTONEITBUCK8:0 SCREW BY OTHERS RUCK WIDTH 1 A' MAX. HIM $PAC, CAULK ?VWCEN vil.Cv BUILD DOWN RT OTHERS CAULK BCTvE- TWC By DUCK FLANGE t SrfATO1NG ALSO APPLES NOTES- TWO IT AN t.CZNCRETE TO SILL)1) SHIM AS P£0•D. AT EACH INSTXUTION ANCHOR WrtO LOAD BEARING M. MAX. DT GTHERS a GTMERS ALLOWABLE SHIM STACK TO BE 1/4. PLTVODD (T fPj IT CTOERS 1-3/6• HIM. 2) WINDOW FRAME MATERAL! ALVMwUM ALLCT 6063. 3) TA?CDM IN%ALL,ATHCN ANCNCK$ A? Sr.L YL'$T SE DF SVFFCIENi LTH, iQ ACwEF SKIM AS PCC'Dr1EMBEDMENTEMBEDMENTOF1-1/4INTO MASONRY CR CONCRETE. /10 INSTALLATION SEE NOTES) INETALLA?iul ANC -ILA SCREWS AT NEAO & PmaS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/5' MIN. EMBEDMENT INTO w000 FRAMING AND BUILD DOWN WHERE REQUIRED. EXTERIOR FINISH INSTALLATION ANCWAS & SCREWS TO BE PLACED 6 IN. FROM CORNERS & 29 IN. h OTHERS O.C. MAX. V!NMW FRAME CAULK BETWEEN A) USE SILICFWWZED ACRr.IC CAULK BEHIND WK00w RANGE AT HEAD. SILL & JAMBS. JAMS WDiDDW FLANGE S) USE SILICOwZED ACRYLIC CAULK FOR PERIMETER SEX AROUND EXTERIOR OF t WOOD BUCK WINDOW FLANGE. GLAZING (TYP. ve MAX. 6) G•.ASS THICKNESS MAY VARY PER THE REOUREMEN(S OF ASTM E1300 CLASS SEE NOTES) Q SaMSPACECHARTS. U4ME OWING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. a 7) BIxO DOWN AROUND CURvED PORTION OF WINDOW FRAME TO BE ;ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SLWF".NT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO TOE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DES10NER WINDOW SH OIAN. THIS PRINT ALSO PERIMETER CAULK a APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. I) ELEVATORS SHOW COMMON CONFIGURATIONS. IT is NOT INTENDED TO LIMIT USE OF tOHKRCTE OR r. AsoRT BrOTHERSTHISPRODUCTTOTHESETWOCONFICURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK IT ETHERSSKI. A: SMlMA:\,..n CONFM.URATK)NS THAT CAN BE MANUFACTURED FROM THE. 1000. 1750. & 2000 By OTHER: SEENOTES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUWNUM TUBE vImmv vID?O WINDOW FRAME MULLION- SEE MLLLIDN INSIXUUTHON 9EETS FOR REOLAREMENTS. HEAD CxTER:,7P. FINISH. SECTION E—B RT OTHERS WINDOW HEIGHTExTER:P va4av FRO.i - STLL PEiIETER CA.J_K BY DINERS Ex- CRIOR -- FLtISMIT ETHERS GLAZING ( DTP. SEE NOTES) SHIM AS REO'D SEC NOTES) CAULK BETWCEN / Q VINDOWFLANGEiild( OH4it WOOD CAULK BET'n_ENWOOD > r.:K RASOIi.• VPENING IT OTHERS RASW: OR SEC ION -A IT OTHEis BUCK NEI,'HT I/.- MAR. SHIM S%A:E EXTEPIOR ELEv,^TIGN 1 L TES,., CENTRAL F-WRMA B(3.A.F. ONE Ir WOOD MANUA 1R . 1\ BUCK. IT OTHERS _ n _ • ..1 .. .t f 1. e'•• 1 . C IMSTALLATION AOCX2r 1l i r—n .- •, . 2/16' NA. TAPCON ;LD TnNDt1r 1W.DTOil I 1 EIGHT NE+CNT B B I I , A EX' EPIr- E_;OVATION i F IHSH( U(' MAX43 INSTALLATION EDKN SHDn SPACE ANCHOR SCR£V (T TP? CAULK BEHIND FIN Iva 1, FRANIAIG AT By OTHERS sHfrHItNGBUILD8YCtHERStv0ByWSEESEENOTES) WvN BY OTHERS CAULK BEHIND FIN rim rRAHE JAHa m8 AST4LLA71ON 1 SHIN AS REO'A ANCHQ2. SCREV cTr.) ' (SEE NOTES) 1) Smim AS REO'0. AO.IACEN; TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHWN. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. GLAZING (TTP. — SEE NOTES)xx 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE SRLCONQED ACRYLIC CAULK. KMW40 WINDOW F.N Al HEAD. SILL & APAISS. F v11 mx SPACE4) USE SILCON/ZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND ExTEROR Or WINDOW FRAME. I v EAKRKAI S) GLASS THICKNESS MAY VAaY PER THE REWIREMENTS OF ASIR E1300 CLASS CHARTS. SINGLE C.,4'1NGIS SHOWN. INSULATING GLASS IS ALSO OUALMO. 6) SCREW ANCt(0RS AT HEAD. SILL k ,IAMBS SHOLR.D BE /6 SCREWS OF SUFFICIENT THE• tH(M, . BY CTHCRS LTH. 70 PROVIDE WIN. 1 IN. MIN. EMBEDMENT R1T0 wOOD FRAME. PLACE 03 EKTERIit WISH. 1 SCREW ANCHM .6' FROM CORNERS AND 24' O.C. MAIL. EXTERIOR Pr OTHERS e 7) BUILD DOWN AROUND CURVED PRTON OF WIDOW FRAME TO BE ENGINEEREO BY EXTERIOR FINISH OTHERS. B(XLD DOWN MUST BE OF SW'FICERT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. BY OTHERS PERIMETER CAULK 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO CAULK BYOTHERSAPPLIESTOFLORIDAEXTRUDERS1750SERIES1. 2000 SERIES. VIIdov VIB'.N— By T ER BYOTHERS9) ELEVATORS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL FIN FRANC HCADCR CONFIGURATONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. 6: 2000 SERIES DESIGNER FIXED WINDOW FRAM" SYSTEMS. SECTION B-B 10) WIDOW WIT CAR ALSO BE MULLED TO OTHER t S USING ALUMINUM TUB£ MULUOR. SEE MULLION INSTALLATION SHEETS FOR REOLAREMENTS. GLAZING ( TYP. SEE NOTES) ExTER10R PERI" El" CAULK FIN rRAHE SILL IT OTHERS SHIN AS RM•D.— SEE NOTES) EXTERIOR FDQSH BY OTHERS Ae 2114TµLATION ANDOR SC:R£V, (TY.) SMC• MING BY OTHERS E- XVO, SECTION A -A 1 f L v1• NHL 46M SPA[E A TWO BY FRAMING EXTERIOR ELEVATION IT OTHERS R CAULK PEHIRD FIN i A 2002 w LTEXTERIOR ELEVATION FLORIDA EXTRUDERS 1SA oro°FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN BY: 3 BI APPROVED BY: DATE: 02/14/02 SCALE:NTS DWG.: FLEX0037 ptxpmu 1 AAM1a 1(p.GC4 C IN Y lN. "n m K.Mlpv.'".. — I — N — W A .N, CONCRETE OR SHIM AS RE"0'DMASONRYOPENINGSEENOTES) BY OTHERS CAULi( BETWEEN DOOR ft. C L WOOL BUCK CAULK BETWEEN PERIMETER WOOD BUCK t MAS'Y. OPENINGCAULKBYBTOTHERSDINERS STUCCO) BY- OTHER 1NSTALLAIIEN ANCHOR 3/16- DIA, TAPCON INSTALLATION ANCHOR Ra SCREW (TYP. WHERE ONE 3Y WOOD TAP=ONS ARE NOT REO'D.) BUCK BY OTHERS 1 1/6' MIN Er.3EDMENT SLIDING GLASS DWR FRAME 1 r IAMB 1/6' MAX C I SHIn SPACE INSTALLATION ANC7RN'D_1) DB SCREW (TYP• W TAPCONS ARE NOT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP. DOORMEIGMT SLIDING GLASS ID:NOR FRAME tSILL I I E"3EDMENT D, A A G A 3-1/A' 14 k d S_j !— t/A' MAX. SHIM SPACE 1 1/A' M3N f — - EM2EDMENT 1 BUCKBY O TNERSCAULK BETWEEN d WOOD BUCK t 7- NAS'Y. OPENING BY OTHERS SH' M AS REO'D. i cSLE NOTES) IMSTALLATION ANCHOR 3/ 16' VIA. ; APCON C K BETWt_Et+ CONCRETE OP MASONRY OPEN3NG BY OTHERS INSTALLATION ANC?GR CAULK BETWEEN DIA. TAPCON WOOD BUCK L MAS' Y.3/36' PY OTiOPEMING CRSd CAULK BETWEEN SLIDING GLASS DOOR HOOK STRIP WOO( STRIP L VOOD BUCK Qf1-1/A' HI LNEM_'t_DMENlaG L TEMPERED GLASS a cTYP.) DOOOROR F BUC tWOODBJCr, ONE Pr WOOD PERDyfTER O BUCK By OTHERS CAULK OTHERSI CONCRETE OR MASONRY OPENING STUCCO BY OTHERS BY OTN£RS S. G.D. WIDTH CO r B.O.A.F.7CHPERED GLASS TYP) SECTION rANLIFACTLIRER ADlE• rj{T {• SLIDING GLASS DOOR n>• . s i ]iI T'r .. C•( INTERLOCK MASTER FIIJE # HOOK STRIP DETAIL r A f I> DOOR MATERIAL• ALIRCNAIH ALLOT 6061 .. 2) TAPCON TYPE 1NSTALCATWN ANCHORS MUST K Or SLIFFiCIGNT LENGTH TO ACMEVC HIM. ENLREDNEXI OF1-1/4• INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO DACX IN ALL rRANE nEMKRS. ._. a) TAPCON ANCHOR CHART ON SACK OF TWS SMCV. SN USE SILICONIZEII ACRYLIC CMLK KNIND DOOR FLANGE AT HEAD t JANIS. . 6) USC SILICON120 ACRYLIC CAUUC FOR KR:KTER SEAL A20UD-CATERICR DF'DOOt. _. 7) R [xACT DOOR SIZE a NOT LISTED In SIGNOR PRESSUREUSE ANCHOR DuwtiTr .USTEO v_.tn I[xT LARGERPOSITFORSIZE %ISC CL=STj PA PRCSSI S REO'A 0+ FOR POCKET DOOR SIZES USC CLOi[St D?ASS DOOR SIZE t COKIGWATTON TO FNISNED OPENING PLACE SSTHICKNESS IN I ONTVA K NOD( U AS SWUM CLASS TM[dUES2 IMi VAR PER REQ:IRCMCNTS OF ASIR E1300 (LASS CHARTS. 10> ALL FACTORY APRICO HOLES NOT KSIGNASCD FOR TAKOM AW-HERSIOILD K FILLED Wit" .D SCREW: 3 B OF SIfFiCHHT LENGTH iD PROVIDE MIN s/D' LNKDMCNT INTO WOOD I 12+ ) x»I (MT K AP ROWED US" TCwCR`DQA:S IN SINGtf GAZED OR INruLA11W GL.AS: t2) JAHD / Sftl CORNERS ARE TD K SEALED W:iH A SMALL "a SCAM SEALER. Ib SKIM AS RCD'A AT EA. SET OF N.SIALLA"ION ANCHOR'. MAX. ALLOWARE DUM STACK 70- K 1/4'. IA> ALL INSTALLATION AMCIRS NAIST K MATE OF COR"'ION RESISTANT MATERIALS IS) ALL I TA REPRESENTS MOWING PANEL —0 '0' REPRESENTS FIXED AKL APPROVED , A f COKRATmmS ARE AS LISTED ON AW GR CHART ON DACX 7 TM1S SM'LCiI6A16) NOT ALL CIWM*ATIONS LISTED ADOVE ARE S+GVN ON THIS DR"ING. WVCKR INSTALLA'MN E% TERIOR ELEvL-!ON SECTIONS 'A -A', '1-D'. L NOOK STRIP KTAIL APPLT TO INSTALLATION O ALL APPROVED CDNY" ATIONS. ZPANELDOORSOWN17) INSTALL ONE TAPCON IN EACH PAIR OF FACTORY APPLIED W:TALLATtON MOLES UNLESS 14TED NC OTHERWISEONA.0 CHART. SEE DACK OF THIS SWEET, - . ID) FLORIDA CxTRUDERS ID00 SERIES SLIDINC GLASS DOOR IS SHOWHL THUS R:NT ALSO APPLIES TO 000 2cluesAND s00 SERIES. _ .. . d A D ` LIBERALLY APPLY CAILKiiIG UNDER S" L L INSTALLATION ANCHE4 OR SETSILLINBEDOFCONCRETE 3/16' DIAL TAPCON SECTION PI - A 7EB 2 At DATE: 10/ 25/01 SCALE: N I N IDWG ;: FLEX00el M.A. TA .. PRODUCT t APPLifAtiDA EKEKERbG. INC. 2S0 pttwtiDwa .ar. SNTE SST. rtAtN.RD.N. FLOR:tA. 327•6. 4*7-OCS-OxS Fu .Rl-cs-DxI 3 INSTALLATION ANCHOR DOOR WIDTH /4• nAx. SHIN SPACE INSTALLATION ANEnGR SHIM AS RE'O'D w6 SCREW 1 TWO H WOOD 98 SCREW SHEATHING (SEE NOTES) _ I-1/B MIN. HT OTHERS TWO or WOOD BY OtnCiRS En3EDM nT Hr OTHERSCAULKBETWEENTWOBYWOODDOORFLANGESLIDINGGLASS L SHEATHING BY OTHERS DOW MAKE CAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS DOOR , eH3OK STRIPSHIMASREO'0. i/4• MAX. (SEE NOTES) T SHIM SPACE INSTALLATION ANCHOR _l-I16' HIM. 1.1/6 FIN. w8 SCREW EMBEDMENT EMBEDMENT TEMPERED GLASS STUCCO (TYP-) CAULK BETWEEN OR SIDING DOOR rLANGE HY OTHERS L SHEATHING SLIDING GLASS DOOR CRAMS PERIMETER HEAD St$ATHING CAULK BY BY OTHERS OTHERS PERIMETER SHEATHING SY OTHERSCAULKBY TEMPERED GLASS TEMPERED OTHERS STUCCO CTYP.) / STUCCO OR SIDING GLASS (TYP.) OR SIDING SLIDING GLASS DOOR J HY OTHERSHYOTHERS y f ^^ 0 F.INTERLOCK DOOR t HEIGHT SECTION B-B HOOK STRIP DETAIL o 10.4 UD lu SLIDING, GLASS. DOOR FRAME SILL D DIIIES.- MTER1AL: ALLOON ! ALLOT 606]. 2; 99 INSTALLATION SCREVS MUST DE OF SIFFKIE-VT LENGTH TO ACHKVC MIN. [eKtKMT or 1-1/D IN7O V= .TAPCON-T7At INSTALLATI9M AIQ4iTS AT Sit. MST DE OF AlFKKNT LENGTM TO ACWCVC KK ENDCIDEK7 W 1-1/4'' V40 NASO4r OR COSRETL .. ...-. h INSTALLATION ANCHOR CHART ON DOCK Or THIS SMEC7. - 4) USE SILICOMMO ACRYLIC CAULK DEKIND DOOR FLANGE AT HEAD L AMIS. - SN USE Sa1COMD ACRYLIC CALLK FOR PERIMETER SEAL AR9WD EATERIOIt Or DOORVVEKACTDOORSIZEISNOTLISTEDINANCHORCHART, USE ANCHOR WANTIT7 LISTED V1TH MEKT LARGER SIZE. FOR TAE APPROPRIATE DCSIOM PKSSUE RI""__._ _ - h FOR POCKET DOOR SIZCS USE CLOSEST DTPASS 'DOOR SIZE L COFIFARATION TO F94SNCD OPCNIMI PLACE INSTALLATION ANNCHOM IN FRONT Or HOK STRIP AS SMOVNnGLASSTHUCOISSMATVARYPERKOUMMENTSGHAST" C1300 GLASS tMARTt9) OOOR WI IS APPROVE* USING TENKRCD. GLASS IN SINGLE OLAND ORINSYLATV4 GLASS. - IDM _ e / SILL CORNERS ARE TO DE SCALED WITN A SHALL JOINT. SCAN SCALCR. . _.. . NNSMINASREG-A AT EA $ET OF INSTALLATION ANCHORS. "Al. ALLOVADLC SKIN STACK TO K me. 12, ALL INSTALHS LATION ANCRSMUSTK MACE OF 0"OSION RESISTANT MATERIALS Tb VNERE '+' REPRESENTS +OVIK PANEL AND Ir REPRESENTS Ftx[D PANEL APPROVED CO WAJORATIONSAREASLISTEDONANCHORCHARTONRACKOrTHISSHEET, EXTERIOR ELEVATION "' SCCTIa E . T. °L`'LISTED R EYA' , "TO > TAL°:T Or HOWEVER INSTALLATION - 4 EMBEDMENT [ OlffDEXTRUDERS i JjuiiA 1-1/4' KIM. 2 PANEL DOOR SHOWN is) FLORIDAA CKTM7DCRS 1000 SERIES SLiD1NG 4A S DOOI( IS SHOVu TMIf PRINT ALSO APRlCS 10 2000 SCRKS AND So SCRKL .. . - LIBERALLY APPLY CAULKING UNDER SitL OR SET SILL IN BED INSTALLATION ANCHOR OrCONCRETE3/16' DIA. TAPCON. t_.- - - -- SECTION A - A M F 12t t2 J DESCRIPTION DATE : INI [' L P I D A INT EXTRUDERS SANFORD FL ME: SLIDING GLASS DOOR INSTALLATION WITH a8 SCREWS" DRAWN BY: 3B , , :. _ APPP.OVED BY: FA- t2/t7/ 01 !SCALE: NTS PWG /fLEXW7 SHT I (: ANPAAr4 Ro NDRHKT L AMICAtTOM CAG(KCRNA, Nd_ 2-3 NNt[bNTLOI PKVN_ ZAIC 2S0_ rUP*bt 327NL. 407-WS "S ru Y7-[F FNA 1000 P.V DCSIGNER SILL (TYP-) 118 X 3/4 SELF TAPPING SMS Ix2x1/8 TUBE MULLION SEALANT I WINDOW n t MULLION SEALANT FLANGESNC£SWINDOV t MULLION 08 X 3/4 SELF 1000 SH TAPPING SMS HEAD (TYP-) SEALANT KlVECN V FLANGES SECT10N A —A (1) L MULL1dN I= r P.V./DESIGNER SiLL (TYPJ . 0 X 3/4 SELF TAPPING I X 2 7/16 X 1/8L4TUBEMULLION 08 X 3/4 SELF 1000 SIN. TAPPING SMS MEAD (TYPE SEALANT KTwm c SECTION A—AWINDOW (31 t IU.LMN 1000 P.WJDESIGNER -SEALANTWINDOWRAWSILL (TYPE ` WAIMN 08 X 3/4 SELF TAPPING SMS1 X 4 X 1/8fTIMEW-LM14 8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYP. SECTION A —A' (5) 10M P.VJDESIGNER SILL (TYP.) r8 X 3/4 SELF TAPPING SMS 1 X 2X3/B TUBE MULLION 1. e \--#8 X 3/4 SELF HEAD (TYP-) APPING SMS SECTION A—A!2) 1DW. P.WJDESIGNER SILL (TYPE 8 X 3/4 SELF TAPPING SMS 1X27/16X3/E TUBE MULLION FLw MA.LION APPLIES TO HEAD & SILL WHERE I' X 4• 2" X 4' TUBE MULLIONS ARE USED 4lXLLei?Y PLiTE oETa cc 6DR ADDrI104AL ANCHXS. WND1 REDDTRED> O SHEATHING O _O INSTALLATION ANCHOR A8 WOOD LL SCREW (TYP.) O EXTERNAL MILLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 1000 P.VJDESIGNER SILL (TYP. MULLION 08 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION t8 X 3/4 SELF \ I0D0 S.M. TAPPING SMS \ HEAD mP3 `418 X 3/4 SELF TAPPING SMS SECTION A —A (4) HEAD (TYPE . IWO P.V /DESIGNER SILL (TYPE SECTION A —A (7) 09X ELF TAPPING A •' 1 X4X3/8-tTUBEMULLIi 08 X 3/4 SELF 1000 S.N. TAPPING SMS MEAD (TYP.) SECTION A —A (6) APPLIES M HEAD & S+LL WHERE 1' X 2' DETAIL 1' X 2 7/14' TUBE MULLIONS ARE USED B WNF, ALIATDTN ANM OIDSCKV 32. CLIP L1 1/9, MIK EMBEDMENT 1EMe FLORIDA EXTRUDERS Il9TERt1ATIONAL. INC SANFORD. FLORIDA MIZ: SER. 1000/ 1500 FIN SHEET 1 OF 2 _ TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE, CAPACITIES DRAIN BY: MSH APPROVED" By. DATE: 2/6/02 SCALE:NTS - M.:" 1HMFINTR L000 P.VsEALAMrJlETWEaN /1 SIGNER TYPICAL MaLm TO ODNCFtIE O 4" 4' DETAIL WINDOW FLANGES SILL cn?.) MUESX 4aTlBEMULLIONSWHERE I RARE USED) L MULLION 1000 P.V./DESIGNER r Q SD L Cis X + #8 X 3/4 SELFr #8 X 3/4 SELF Tgppq, SMSTAPPINGSMS CONCRETE MASONRY - BY OTHERS 1 X 2 X 1/9 1 X 2 X 3/8 INSTALLATION MOM 3/16• DIA. TAPCON SCREW ANCHOR (TYPJ TUBE MULLON TUBE MULLION MULLION SEALANT BETWEEN ONE BY V D INSTALLATION CLIP WINDOW FLANGES MULLION CENTRAL FLORWA B.O.A.F. BUCc BY OTHERS Q MANUFACTURER NAM: THING slums --i000 S•H• ' TAAPPD s MAS'I`ER FIB ( '"'LL'or'. WAS.H. T MEAD (TYP-) HEaD NxYPa .. SENAW FLANGES SECTION A —A (I i SECTION A —A (2) WINDOW L MULLION 1000 P.W SIGNER 1000 PV./DESIGNER 1fl P.WJDESIGNER SILL til?) iSILLTY SDI`L (TYPJ % 8 X 3/4 SELF #8 X 3/4 SELF #8 X 3/4 SELF TAPPING SMS TAPP SMS 1 X 2 7/16 X 3/8 TAPPING SMS1/ 1 X 2 7/16 X 8 2.X 4 X 3/8 I TUBE MULLION TUBE MULLION 1-1 1/4' AIM. TUBE MULLION EMBEDMENT SEALANT T BETWEENWINDOWFLANGESVDNDADNVFLANGE MULLION rA 8 X 3/4 SELF #6 X 3/4 SELF A - 1000 IN. TAPPING SMS TAPPING SMS _ HEAD (TYP.) HEAD (TYP:? SEALANT BETWEEN FLA SECTION A —A l3i - 8 X 3/4 SELFWINwmV L MILLION TAPPING SMS 1 0 P.V DESIGNER 1000 P.V /SIGNER SILL iiYW) WINDOW FLANGES SD.L i7 .) 1000 S.H. 8 X 3/4 SELF # MULLION #8 X 3/4 SELF HEAD CTYPa I N TAPPING SMS TAPPING SMS 1 X 4 X 3/8 SECTION A —A (7) MEWED FROM EXTERIOR IX4X1/8. TUBE MULLION TUBE MILLION FLORIDA EXTRUDERS gin° nAtO INC' SER. 1000/1500 FLANGE SHEET 1.OF.2 I TRIPLE'HORIZONTAL MULLION SECTIONS. SEE OTHER SIDE (SHEET 2 OF 2>,FOR e x 3/4 SELF #e x 3/4 SELF DES I GN PRESSURE CAPACITIES TAPPINGSMS iTAPPING SPM 1000 Si . 4000 i DRAI(N HY: WISH APPROVED BY. HEAD MP-) WA — A (6) DATE:2/6/ 2 ISCAT NTS : DWG.: 1HMFL" GTR If i Mt 1000 P.V DESIGNER SILL .(TYPJ s8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BET1VINDOVFLAM i MULLION S - `s8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYPJ SEALANT BETWEEN FLANGESr CTION -A-A (1) 1. MILLION r1000 P.V DESIGNER SD L (TYPJ I s8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION wiNDaw FLANGES L. MILLION SEALANT BETVEEN ViNDOV FLANGE MULLION s8 X 3/4 SELF s6 X 3/4 SELF LOW Sit TAPPING SMS 1000 SH TAPPING SMS HEAD (TYPJ HEAD (TYPJ SEALANT BETVEEN SECTION -.A-A (3) SECTION A -A (4) VV4M FLANGES 0. - MULLION, rSOLO P.V /DESIGNER Vf FLANGES SIL P.V DESIGNER SAL (TYPJ SILL (TYPJ r 08 X 3/4 SELF ( s8 X 3/4 SELF TAPPING SMS TAPPIW SMSilzrIX4X1/9 . ITUBEMULLION TUBE MJLLI011 s8 X 3/4 SELF s8 X 3/4 SELF TAPPING SMS TAPPING SMS SOLO SA r 1000 Sit HEAD (TYPJ - HEAD (TYP.) SECTION `A -A (5) SECTION A -A (6) 1000 P.W./DESIGNER SILL (TYPJ s8 X 3/4 SELF TAPPING SMS 1X2X3/1 TUBE MILLIE TVO BY s8 X 3/4 SEI N'T'fiAL 'W WI & Y1000SXTAPPINGSMS HEAD (TYPJ troAo=VM r•LaaSECTIONA -A (2)A-A (2) jo 04 . kS . I I000r P.V DESIGNER ME .t 6SILL (TYPJ r s8 X 3/4 SELF -1000 P.V DESIGNER 27/16X 8 . TAPPING SMS SILL (TYPJ IX TUBE MULLION s8 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION AUXILIARY PLAU ADDITUWft APCMM. VWX RCMXRM O 79 WOOD OTHERS APPLIES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED THING INSTALLATION ANCHOR 08 VOOD — SCREV (TYPJ EXTERNAL MILLION INSTALLATION CLIP -- I MULLION rAn L r A L_ A / 1 1/8' HIN EMBEDMEN VIEWED FROM DMCRXIR DETAIL . APPUfS TO NW A SILL`WHM 1• X 2' 2 7/16' TUBE LULUONS ARE USED ac nmc N!MF uRCV as i8 x 3/4 SELF TAPPING SMS 1000 S.M. SECTION A -A '(7) HEAD (TYPJ EMHEDMET FLORIDA EXTRUDERS SAME . mAnOM10A P.=z. SER. 1000/ 1500 FINN SHEET 1 Off' 2', ram 2G -. TWIN 'HORIZONTAL MULLION SECTIONS ' t T' 1 1i SEE OTHER SIDE (SHEET 2 OF 2) FOR iDESIGN PRESSURE CAPACITIES Z(1D2 _ VRA*Nt BY: MSH APPROVED BY: DATE:2/6/02 SCALE:NTS DWG.: 1HMFINTW 8 SLA.ANT IIETSE: , WBNiDW FLANGES L io:e F.w./DESIGNER i S!L;_ (TYF) IS X 3/4 SELF TAPPING SMS x2Xi/e i:f M',LLIFAv SEh_ANT ? Wih:1L'W F L WALK^{ k8 X 3/4 SELF 1000 S TAPPING SMS ti p FLAPZES SECTION A —A (I L rjL!!ON IOM P.WJD:S'.GNER SDJ. <TYPa R8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X i/ErTUBEMULLION SEALANT 8 WIN> lid F: L KJLLIOM R8 X 3/4 SELF lODO S.H . TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A f3 WINMW FLANGES L #QLLIM IGGO P.W./DESIGNER SEALANT SETT-£h SILL (TYP.) WINMW FLANCS 96 X 2/4 SELF L KLLICK TAPPING S.MS r 1 X 4 X 1/8 S X 3/4 SELF, 1060 S•.tL TAPPING SMS i•tA7 CTYPJ , ECT'Oh -A--A (5' _ vPIC4L M'+L iCN TO CONCRETE C WAS r-.C4Q" P.W,/DESIGNER (APPiAES TO JAMS w,iERE I' X 4' — i SILL <TYP.) j 1' X A' TUEE MULLIONS ARE USED) Q AEC X 3/4 SELF ] TnPF.IN[ SMS J CONCRE,TE OR MASONRY BY [MtERS i BE w 3/0 TL I ONE n"+ Wrn_ NTg;AI, FB.A .O.A'. I ;u'`` BY aIH.Rs I WANUACTUMNAM: a X 1/4 sE , L0 l09 iC4C S w TAPP1nG SN.S , MAC Fib # i ! S CDON A —A (2) ! EDG: P.W/DESICN>R loci 4.a/^ES:GNER r SILL (TYP.) s4L (TYP.) a X 3/4 SELF' _ any" TAPPING SNS TA X 3/4 SELF i X 2 7/16 X 3/2 ` ?APPitlG SMS m..._p INS'•ALLATiCM i1NCh_R 3/'b' DA TA.-=: { SCREW AvCV%q' C'`!P, EX TL{2NAL MULLICA INSTALLA'ION Clip TUBE W LID•ti i F c X 4 X 3/8 rj I ys• MIN j LM2t.;KLN { SEALANT 9ETWSEN WrNku rLA.YGE - L K711:DN 1 `--t8 X 3.14 SELF 1Cw0 SA TAPPING SMS HEAD (TYP.) SECTION A —A (4) r 1000 P.W./DESIGNER. SILL (TYP.) T A8 X 3/4 SELF TAPPING SMS lNiY lLX 4'Y3/B• 8 X 3/4 SELF TAPPI a SMSlOaiGS.H. ntAD LTYP.) cECT3 N A_A (6) YtfLI'a TAPPING X 3/4 SELF TAPING SMS I t-1c.^ S..6L HEAD (TYP.) E,EVATiCN SECTION A —A (7i VIewED FROM EXTERIOR FLORIDA EXTRUDERS IATTONAL' IN SANFORD+ FLOPMA f {i11u: SER 1000/ 1500 FLANGE . SH-ET 1 GF r I TWIN HORIZONTAL MULLION'SECTIONS X I - S:.0 ui^LK J:LE-Si-ICL.i 2 17.Gi wR f DESIGN PRESSURE CAPACITIES .; FEB rJ 7G { DRATIN BY: MSH APPROVED BY: DATE: 2/4/102 SCALE: PUTS ' DWC;.: 1 HMFLGT'«+ 7 1000 P.V DESIGNER SILL (TYPJ 8 X 3/4 SELF TAPPING SMS 1X2X1/9 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES. L MULLION SEALANT BETWEEN' tl \ -))8 X 3/4 SELF L MULLION 10M SA TAPPING SHS SEALANT BETWEENHEAD (TYPJ WDdDOV FLANGES SECTION A -A (.1) - 1000 P.V DESIGNER SILL (TYPJ i8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/9 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MILLION II8 'X 3/4 SELF TNo SA .TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MULLION IWO P.VJDESIGNER WSILLCTYPJtmDaw FLAW L MULLION t8 X 3/4 SELF TAPPING SMS 1 X4X1/8 TUBE MULLION a ' A__-. ... 11 08 X 3/4 SELF TAPPING SMS1000SIT: - WAD (TYPJ. .', SECTION"A-A (5) r-1000 P.V./DESIGNERSILL (TYPJ B8 X 3/4 SELF TAPPING SMS IX2X3/8 TUBE MULLION AUX LARY a ME CFM ADDITMNAL ANCHOtL W1,0 REULVR ) DETAIL Q:EIV'nul FLOIRMA B.O. A& BY WOOD 1000 S.M.• 8 X 3/4 SELF , BY OTHER TAPPING SMS . bfA gUACTLTM NAME: HEAD-(TYPJ SECTION A -A (2) IWD P.WJDESIGNER SILL (TYPJ 8 X 3/4 SELF 1000 P.VJDESIGNER TAPPING SMS SILL (TYPJ 1 X 2 7/16 X 3/8 Ir TUBE MILLION B8 X 3/4 SELF TAPPING SMS /- TIME 4MLLION SEALANT GEEIW1NmWFLANGE L MUtAMN 09 X 3/4 SELF 1D00 SJi TAPPING SMS HEAD (TYPJ SECTION A -A (4) ION P.W DESIGNER SILL (TYP.) r8 X 3/4 SELF TAPPING SMS 1X4X 3/8 TUBE MULLION 08 X 3/4 SELF 1000 LK TAPPING SMS HEAD (TYPJ SECTION A -A (6) APPLIES TO HEAD do SILL WHERE 1' X 4" k 2' X 4' TUBE MULLIONS ARE USED ATHING INSTALLATION ANCHOR f8 WOOD lei SCREW (TYPJ, EXTERNAL MULLION INSTALLATION CLIP MILLI13N DUAW -s" A 1 __ L A L1 1/8' MIN. EMBEDMENT iLElfAllOb . VIEWED FROM EXTERIOR DETAIL B APPUES TO HEAD d SILL, WHERE I• X 2• t i" X 2 7/15'.TUBE MUIUONS ARE USED TALLAT113I ANOMR so-vooD SCREV . R7P HORM CLIP 8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A -A (7) HEAD (TYPJ I t/r MM EMDEDMENT.- - FLORIDA EXTRUDERS nOF - 'N Tm:SER. 1000/1500 FIN SHEET 1 OF,2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2)FOR DESIGN PRESSURE CAPACITIES - r DRAWN BY. MSH APPROVED BY: DATL2/6/02 SCAU- NTS m.: 1 HMF IN 0 IG 000 F.V./'M.SNER SLL (TYP.', Me .Y, WA SELF TArPPi."JG $i!S r-1x "c XT/e T L'':E kJLLay r S%AJ:S.T BETWE=\ w xm—,i FLANGES" L KL "-314 it SEDAN? BETWEENA @ X 3/4 SEL- irS :^.a stet.: sms rFD"C+f1° ) SEALANT BETVEEN WIN N' FLAMr-S SECTION . A -A {? ; L KJLLi::'N 000 P.W./DESIGNER SILL (TYP.) 9 X 3/4 SELF TAPPING SMS f-- i x 2. 7/I6 x t/eTUBEMULLION SEALANT BETVEE3 W9i- W FLARMS L MULLION e X 3/4 SELF loco S.H. TAPPING SMS HEAD CTYPJ S=ALm' BETWEEN S-1- A —A (3i VIiiDO1i FLAES i000 P.W./DESIGNER SEALP.NT BETVEEM SILL CTYPJ VIN00V FLANGES 09 X 3/4 SELF L MLItIi.'ii f 7APPiNG SMS 1IX4X1/e e X 3/4 SELF S TAPPING` SMSI000 . J . HEAD CTYPJ car—. I= P.W./DESIGNE.R SILL CTY.J tR X 3/4 SEJ.F TAPPIN% SMS TYPICAL MULLION TO CONCR= ii c C JAMe APPLES TO .1AM9 WERE I- Y a' L• 2' X 4• UK MULUOINS A== VS':L) Q CONCRETE OR MASONRY- I BY OT:iERS iJii I ONE BY WOCE—/ BL_( 5Y OTHERS I INS'4 ATIO-% AkDCR 3/:5' %TA TA -MN S:7%EV APCHCR t-tM) EXTERNAL KLL13W INS-rALLA1GIN CLIP CENTRAL, FLOMA B.O.A.F. ` x— k9 x 3/A sue_= I Cs° S, TAPPIh SMS MA WACTLIRER NAME: EAZ (TfP.) i5'' ,e/DA FXY12uDERS I I SECTION' A —A (2) r 1 } I FYL, # 6 ir-100C P.V./LESIGNER1SI-L CTYF) Q 9 X =i4 SE:_F ' TAPPit+- SMS 10_0 P.V./DESIGN'R ± 11 x 2 7/16 X 3/e ILL CTYP.) TU?E MULLION 1 --4 i-.- 1 1/4' MUN. J:I? X 3%4 SELF Eii:Ei?'MENT TAPPINu SMS 2X 4X3/E TUBE NLS.LION SEALANT BETVEEN WINDOW FLANGE - L lLxLtt4: iie X 3/4 SELF 1070 S N TAPPING SMS HEAD CTYP.) SECTION A —A (4) 1000 P.V./DEStGNER i i/ f F1 SILL (TYP.) I r-#e X 3/4 SELF e X.3/4 TAPPING SELF SNS FVAl N TN -PING SMr1 X 4 X 3/9 I07C, Sii. SECTION A —A. (%1 VE1r7EG FROM EXTERIOR I :J.LL 1'Tt-L1Lni FLORIDA EXTRUDERS SaoD°MWA TITLE:SER. 1000/:500 FLANGE SHEET 1 DE ? HORIZONTAL MJCCI^": SEC-IDNS L #8 x 3/4 SELF t SEE LJ I .^,CR j DESIGN SIDEJC^l S"7LC C Or' 2) l-L PRESSURE CAPACITIES sAPPINZ SMSS.H. Hz Ail (.vP.) DRAWN BY:MSH APPROVED BY: SFCT;i :N' .", i+ 5. 2002 DATE:r /J2 SCALE: N's D11G.: 1 HMFI Ci i S 1000 S.H. I x 2 X 1/8 1000 S.H. 1 X 2 X 3/8 JAMB (TYPJ TUBE MULLION JAMB (TYP.) TUBE MULLION t9 X 1/2 SELF B8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT TWO BY WOOD BUCK BY OTHERS 2 x 4 X 3/9 SEALANTSEALANT BETWEEN SEiV.AI(T TUBE MULLION L WINDOW FRAME WINDOW FRAME L MULLION A MULLION r9 X I-1/2 SELF 8 x 1-1/2 SELF TAPPING SMS TAPPING SMS SECTION A -A (1) SECTION A -A .(2), MULLIONF 1 X 2 7/16 X 1/8 IOD0 SA TUBE MULLION IDDO S.H. 1000 S9i i X 2 7/16 X 3/8 JAMS TYP JAMB (TYP.) JAMB (TYPJ TUBE MULLION 88 X 1/2 SELF N8 X 1/2 SELF 49 X 1/2 SELF TAPPING SMS TAPPING SMS I TAPPING SMS U_j SEALANT BETWEEN SEALANT BETWEEN TAPPING ISMS BETWEEN LANGES L MULLIONVINDOWFRAMEWINDOW.FRAME L MULLION MULLION SECTION A -A (%) N8 X I-1/2 SELF 881 1-1/2 SELF. TAPPING SMS TAPPING SMS DETAIL C SECTION Am-4 IX4X1/8 1X4X3/8 ,'• B•Q• TUBE MULLION TUBE MULLION* p 4 IODO JAMB ((TYPa _1 I JAMB TY1000 P.) f8 X 1/2 SELF TAPPING SMS DETAIL C SHEATHING INSTALLATION ANCHOR NO WOOD .._. SCREW (TYP.) EXTERMAL MULL16N INSTALLATION CLIP APPUES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLONS ARE USED APPLIES TO HEAD & SILL WHERE 1' X 2' i- X 2 7/16- TUBE MULLIONS ARE USED INSTALLATION ANCHOR - DET AI 08 WOOD SCREW TYP1 SILL CLIP11 L EMBEDMENT vmrt aAMac T AUXILIARY- 1 FOR ADDITIONAL ANCHORS,, WHEN REnOUIRED) 0 ADDITIONAL -' FF IRA - o 01 i ISIS X 1/2 SELF TAPPING SMS 7#8 SEALANT BETWEEN SEALANT BETWEEN WINDOW FRAME WINDOW FRAME t MULLION MULLION X 1-1/2 SELF -. 88 XAI-1/2 SELF TAPPING SMS ` TAPPDvG'SMS SECTION A -A (5) SECTION' A -A (6) B8 SELF TAPPING \ \" SMS (TYPJ ` DETAIL 8 MULLION VIEWE R0 FLORIDA EXTRUDERS ;M° RWA 1Ti7.& SER. 1000/ 1500 FIN SHEET i OF-2 VERTICAL MULLION SECTIONS t f2M SEE OTHER SIDE (SHEET 2-OF 2) FOR DESIGN PRESSURE CAPACITIES' DRAWN BY: MSH APPROVED BY: DATE:2/6/02 ISCALE.NTS DWG.: I VMF I N y IV S.H -. x 2 X 1/e io3c S.M JAMB CTY?) j TJFE MUt..lr JA!!B CTYPJ E TA, 1/2 SELF TAPihG SMS 3 AJNT 8= ESFAkC_ TAPPIti. SMS SCCTI A —A. .'I 1 r': X-E 7/16 A ac TUBE MLL-IMN 2030 S.H. JAY? CTYP.) JAM3 CTYPJ S x :/2 SELF TAP?itiC SMS I'.OL' SR JAMB CTYP.) SEALANT SETVI-N WMWV FLANGES i MULLION N8 X 1-1/2 SELFTAPPINGSMS StC11ON A —A (S; 1xAxIle TUBE MJLLION I x2x3/e TUB_ MULLICcu A x lit SE_E iA?=ING SMS SEALANT 3ETVCEN YT> i v aY =5 ire X Z 2SE'F 2 x< x 3 E - 7AP=;.' 4:: SMS T.Bc SECTiQN A —A (2) r 1 X = 7/ie x 3/0 TL• E£ MJP_LIOON JAMS CTYPJ i - 98 X 1/2 SELF TAPPING SMS GNE BY WOOD_ I 3L:CK BY GTI+ERS ' I I/a' MIN: "M- Nw Q ENFC C - i /- " v I j _ e X 1/ 2 SELF TAP-I!ti_ S<S e— k8 X 1-1/2 SELF, SEALANT KTVEEN NLSEALANT BETVEEN TAPPING SMS VINi10V FL4NGSY VIMMV FLANGES L WULUOK i MULLION SECTION A —A (7) 08 X 2/2 SELF TAPPING ISMS DETAIL C - SECTION A —A ( 4) i Y 1101, S.1' I.' JAMB CiYP.) . 1- oe X 1/ 2 SELF TAPPING SMS 4 SEALANT BETWEEN VINWV FLANGES , 1 MULL-CIN L-#e x 1-I/e SELF TAP/P.'NG Sms_ SECTION" A —A yam) r I QE-1 A! C CONCRETE 4 . MASZNRY BY GNr.ERS Q I. I S A LATI ARf R 3/I6' TAPEQN SCRErV-PX. - Li CT c+.'ERNA MiP Li]N .. aTLCiP FLIES TO i EAD & SILL HEREI X l L 2 x ...PE M=1 S ARE L'SE-) am 4V=tzr r- INSTALLATON ANCHN DI4 TAFCC•N SCR IdANCH CTYP.) SILL CLIP•EM3EDM= N+ PRECAST SILL BY OTHERS G:1XI_IAW KAT> r_%q ADD: 710NAL ANCKKS, V•=N R--VJIRED) i 1 CCLC TwDOiY= .. Mi9i VIN SMS CTYPJ ` 1 DETAT+_ B ELEVAII MEWED FROM EXTERIOR I FLORIDA EXTRUDERS smo ° . ' NA, TITLE: SER 1 OOO/ i 5v0 'FLANGE : SHEET 1 OF 2 VER ' A_ M . I_L.I ON' SEZ 1:CINS srrN-"- `sETbraN Wor, w FLANGES ! SEr. 1.THER S I E C SHEET;`c Or a X 1- 1%2MS BESIG'd PRESSURE CAPACITIES T/WPTJvG SMS FEB 15 2M.. IDRAWN BY - MS AFPRQVED BY. SE- i i0n; A-ALO;+ ;DATE:2/ 1 /02 SCAU: ,:JS DWO.: ! VM- LC lCoc S-P 1TUBE x 2 x I/e loc. S.M. — x x 3/e 3Z 4UL-10h jAM9 ',7'Y?) K6:'-LIC1tT ,BE K*-L'Ct c X 1/2 SELF 8;,x I/P SELF TA. Pi4r, sm-S 2 x 4 X 3/6 ARF"N-G SMS TLBE MOLLIDN' loc.., S., Z at W EN n.Mv c, *Es L a.PPING SMS. SEC',r:n,,N A -A 1. SEQ' T: ON A - A X 2 7/16 X !/9 Y 2 7116 X 3/C TUBE KJ-,-TNI'llic S.N. JAMB (TYP.) JAMB (TYP) iTAPPINGSMS G sms8X1/2 SELF P x 1 1.12 SELF4, F:t- p N SEALANT R TVEgM SEALANT BETWEEN m Vi-IZGW FLV*ES V We X 1-1/2 SELF L #Rs LIGN L w.;LL"34 TAPPING SMS e x SECTION A -A (3 TAPPING SMS SE TQN A -A f4) Fx4xveK TU- 1 X 4 X 3/8 TUBE RULLION' jaj§ [M 4- lvp!C,&L vrR7;.,AL TO HC-R2CNTA-' MULLION TO MULUC-N sacw r;- IX OR 2X PJLL iNTERNAL as x ,-- mx TAPF:%C. SMS 11X OR ?X MJLL (Ty-.Z INSTAL,-ATLN ANOCR T I . i; I I st, . SEALANT BETWEEN 18 X 1-1/2 SELF SCREW ANOCR CTYP.) IVINSOV FLANGES —L---/ MILL TAPPNG SMSION SECT!ON A -A i7i F SILL CLT ioc0 sil 1000 S.H.-f JA. , - -I 9 x i/2 SELF #8 x 11-2 SELF PPrf L LTAPPHN SMS I TAPPING SMSGS SEALANT BETWEEN SEALANT BETWEEN I w.NC13w FLANGES j1 win-ly rl-A*:S We x 1-112 S--; 7 I. MULLION . L MIJUJON TAPPING SmS48X1-112 SELF TAPPTNG SMS SECTiOt4 A -A (5 S-,:TiQN` A -A (6 iTEMBEDMENT 141K PRECAST Slu- By OTHERS AUXILIARY IzIATE A3D11TION"o— AN ---gm. vw-m rimmew M/ ILI L 0 —1 L-0 IERICR FLORIDA EXTRUDERS MROWNA TMz:SER lbocj/15()O FLANGE SHEET 1 OF-2 VERTICAL MULLION INTO HORIZONTAL SEr- E OTHER SID SHEET 2 OF 2) r7ORI ' DESIGN --PRESSURE CAPACITIES. DRASTN By: MSH- APPROVED , JDATE:2/6/02 ISCALE: j\-- T S IDWG.: I VKriMFLG,, 3/ SEALANT SETVEEN vINDOV FLANGES L MULLEON 200D P.V./DESIGNER SILL (TYPJ II8 X 3/4 SELF TAPPING SMS IX27/16X1/8 TUBE MILLION SEALANT BETVEEN VINDOV FLANGES. 3 L MULLION APPLIES TO HEAD & SILL WHERE 1' X 4' AtJXi eav P a DETAIL C & 2' X 4' TUBE MULLIONS ARE USED 2000 P.V./DESIGNER OMPt ADDITIONAL AN00M.Vh" RERMtCV) SILL (TYPJ O 98 X 3/4 SELF SHEATHINGTAPPINGSMS 10 IX27/16 X3/8 O_ O TUBE MULLIONf D9STALjATION ANCFK)R r8 vWD SCREV (TYPJ EXTERNAL MULLION INSTALLATION CLIPTVOBYWOOD BUCK BY OTHER D8 X 3/4 SELF 48 X 3/4 SELF IWO SH. TAPPING SMS 3000 S.M. TAPPING SMS HEAD (TYPJ HEAD (TYPJ 2000 P.V OESIGNER SECTION A —A (11 SECTION A —A (2) SILL (TYPJ R8 X 3/4 SELF TAPPING SMS 2X4X3/8 TUBE MULLION x.k,y, FL®IMA $'®'A'F. IjFAQ ' • WINDOWBSEALANT EN s 4 MULMULLION MADME # DEIeD G- SEALANT KTVLANCES WIINDGVSEALANTLANGESS TAPPING SMS SELF L MMA FLANGES L MULLIONLMU.l10N SILO RV./DESIGNER SOLO P.v./DESIGNER low S.KHEAD (TYPJSILL (TYPJ r SILL (TYP.) D8 X 3/4 SELF M8 X 3/4 SELF SECTION A —A (5) TAPPINIG SMS TAPPING SMS TUBE MULLION 1 X 4 X 3. TUBE MULLION iC 8 X V4- SELF 18 X 3/4 SELFtl&K TAPPING SHS 1000 SFI TAPPING SMSHEAD (TYP.S HEAD (TYPJ SECTION A —A ( SECTION A —A (4) MULLION 27/M/6 DETAIL tAP TUBMULLIONS ARE lzlSE4 9 DWALLATU N INOMOODfLRcv a CUP, 1/8' HIMLM EMBEDMENT V i. FLORIDA. EXTRUDERS' "n° Rmc MIX— SER. 2000 FIN SHEET I OF 2 • " " " . fiW11 HORIZONTAL MyLLION SECTIONS SEE OTHER SIDE (SHEET 2AF 2) FOR DES -I GN PRESSURE,CAPAC I T I ESi .- 1RAYN BY: MSH APPROVED BY - TYPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAMB WHERE I - X 4- DETAIL 8 h 2' X 4' TUBE MULLIONS ARE USED) Q 2000 P.V./DESIGNER 20M P.V./DESIGNER SILL CTYPJ r SILL CTYPJ CONCRETE OR MASONRY_ N8 X 3/4 SELF / 08 X 3/4 SELF BY OTHERS \ TAPPING SMS TAPPING SNS 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 L4SrALLATWN ANCHOR 3/16' DIAL TUBE MULLION TUBE MULLION TAPCON SCREW ANCHOR CTYPJ me BY WOOD EXTERNAL: MULLION INSTALLATKIN CLIP HOCK BY NT BETWEEN SEALANT BETWEEN .. _Q-... N FLANCfS WINDOW FLANGES LIDN a MNLLMN 2000 P.V DESIGNER MULLION R8 X 3/4 SELF D8 X 3/4 SELF . SILL CTYPJ 2000 S.H. TAPPM SMS 2000 S.H. TAPPING SMS HEAD CTYPJ HEAD CTYPJ M8 X 3/4 SELF - SECTION A —A (1) SECTION A —A w TAPPING SKS 2X 4 X3/8 TUBE MULLION Q' s+v awk •®•i • SEALANT BETWEEN CENTWLL++ WINDOW FLANGE - a MULLION MANUE FUZ coRw A SEALANT BETWEEN WINDOW FLANGES a MULLION 2000 P.V./DESIGNER SILL CTYPJ 4 • 8 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE NULLION B'X 3/4 SELF TAPPING SMS .. 2000 S.N.- 2000 P.W./DESIGNER HEAD CTYPJ SILL.CTYPJ i8 X 3/4 SELF SECTION A -A (5) TAPPING SMS I X 4 X 3/8 ELEVATIONTUBEMUaI0N VIEWED FROI`i EXTERIOR SEALANT EiN FLANGES FLORID=,EXTRUDERSWINDOWR °c;RmA Tm-& SER . _-?¢QQ,.FLANGE SHEET I-,?F` TRIPLE. ORUONTAL MULLION SECTJONS.. . Mt8 X 3/4 SELF k8 X 3/4 SELF rAPPING sMs sx TAPPING SMS SEE OTHER SIDE (SHEET; 2 OF_'2) FOR HEAD".) HEAD CTYPJ DESIGN PRESSURE-_=CAPACTTIES 7 SECTION A —A (3i SECTION A (4) 18 0202 DB iNN BY: MS H xoysn: Tr _ cga: TS: -= Dec.:-2HhIFLGTR-- Ll 4/4' MIN. EMBEDMENT - l 2D00 S.H. 1 X 2 7/16 X 1/8 2000 S.K I X P. 7/16 X 3/8 IAMB (TYP.) TUBE MULLION JAMB (TYP.) `TUBE MULLION 8 X 1/2 SEL4-; # 8 X 1/2 SELF TAPPOVG SNSTAPPING SMS 2X 4X3/8 TUBE MULLIDN S08 X1-1/2 SELF 2000 Sit Sys S VINDOV FLAS. TAPPING 'SMS JAMB (TYP-) X,MLLMN #8 X 1-1/2 SELF TAPPING SMS SECTION A —A lii. SECTION A —A (2i iX4X1/B 1X4X3/ OTUBEMULLION ('— `TUBE MULLIONP! e.. DETAIL C TYPICAL VEmm& TO HORIZONTAL )(ULuoN TO MULION 2000 SJ{ 2000 S!L SEALANT BETVEEN ... ANGES JAMB (TYPJ JAMB (TYP.) Ft MULLION SECTIC 88 X 1/2 SELF 6T" APPXII I%2 SELF TAPPING SMS G SMS i SEALANT BETWEEN /2 SELFYtNBaV. FLANGES VINDOV FLANGES TAPPING 96 MljjmN 08 X 1-1/2 SELF t TAPPING SMS SECTION A —A (3i SECTION A —A (4) 1 1X OR 2X MULL DMSTJ INTERNAL L1X OR 2X MULL DEFAlL08X1/2 SELF B TAPPING SMS INSTALLATIGN ANCHM 3/16. 014 TAPCOI SCREV ANCHOR C YP.) SILL CLIP 8 X 1-1/2 SELF 1 1/4' MIN T(A5P,PING SMS Q EMBEDMENT PRECAST SDa BY QTIERSS ALjXIUARY-.PLATE FM ADDITIONAL ANCHORS, -WHEN REQUIRED) A A O Ile SELF TAPPING--' I —\- SMS CTYP.) MAIL I _ MEWED FROM EXTEMOR 2 0114 DTFLORIDAEXTRUDERS ; FLOOD Rn• Flaoxlne NOS' rtr1E SER..:2000 F"L'ANGE SHE_ET''1 DF.`2 A A VERTICAL MULLION INTO HORIZONTAL I SEE 'OTHER SIDE` ( SHEET ,ZJY 2) `F.OR,. DES 1GN - PRESSURE CAPACITIES - 18 M DRAWN BY: JBH .. APPROVED BY DArs:2/2/02 .._ SCALL-NTS... Dt d --2VWHFLG_- Ai XI IARY OI ATF G iY'I'II F. 'LO_ .A 3.O-Ai,F. "m7u . WHENM DETAIL C M ANljFACTU-aR NAME' FGoR/,ok 9Y777VIFTO —O APPLIES TO HEAD k SILL WHERE I' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING SEALANT BETWEEN' + $ — — f VINODVFLANGESINSTALLATION ANCHOR k8 VODD t MULLION OWN SCREW (TYPE 2000 P.V DESIGNER 2000 P_V./DESIGNER NU lION O ' SILL (TYP.) SILL '(TYPa EXTERNAL MULLION ae X 3/4 SELF t8 X 3/4 SELF' INSTALLATION CLIP TAPPING SMS TAPPING SMS TWO BY WOOD DUCK, BY OTHERS I X 2 7/16 X 1/8 1 X 2. 7/16 X 3/8 F:R, TUBEMULLIONTUBEMUILlONMULLION VINDOVTFLANGES T— DEIAfl L t MULLION 8 X 3/4 SELF 1000 S. H. TAPPING SMS HEAD (TYP.) SECTION A — A f 1) SEALANT BETWEEN SEALANT BETWEEN VINDaVViNwV FLANGES MULLIONFLANGEt.MULLMNLMULLION2000P. V./DESIGNER SILL (TYP.) t8 X 3/4 SELF TAPPING SMS IX 4X1/ 8 TUBE MULLION 2000 P. W DESIGNER >C r-- A SILL (TYPJ 1 08 X 3/4 SELF 1000 S. H. TAPPING SMS 1t8 X 3/4 SELF l A HEAD (TYP.) NAPPING SMS 2X4X3/8 SECTION A — A f21 ruaE MULLIDH L 1 1/8' MI EMBEDMEN SEALANT BETWEEN MEWED FROM EXTERIOR VDWw FLANGE APPLIES TO HEAD. k .SILL IIIHERE I' X Y t'MULLD]N.1'a X-2 7/I6"-TUBE_ YULLfONS ARE USED auiwK - Al1ATICH ANCHOR tB VWD SCREW CYYPJ 20W P. W DESIGNER 08 X 3/4 SELF Nwz. CLIP r SILL ( TYPJ TAPPING SMS LF T DrGSMS1000S.H. SECTION A -A f 5) I X 4 X 3/8 HEAD (TYP.) EKICNIM TUBE MULLION Fw FLORIDA EXTRUDERSINTERNATIONAL, INC s„msm = A rrrlLSER. 2000 FIN SHEET 1 OF .2 . - i TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF `2) , FOR 1000 *PXPIt G4 S LF _,,,,TAPPI,NGre X 3/4SELFDESIGNSMSEB ?aQ? HEAD (TYP.) HEAD ( TYP.)DRAITN ECTI4N A —A f3) FCTtON A —A f4) PRESSURE C>aPpCITIES BY: MSH APPROVED, BY: DATE:2/6/ 02 SCALE:NTS - DMG.:' 2HMF:INTw- TYPICAL MULLION TO CONCRETE 0 JAMB' APPLIES TO JAMB WHERE 1' X 4' DETAIL k 2' X 4' TUBE MULLIONS ARE USED) , Q CONCRETE OR MASONRY I - BY OTHERS 1 2000 P.V./DESIGNER 2000 P.V./DESIGNER SILL (TYP.) DJSTALLATDN( ANC = 3/16' DIA SILL (TYP.) 1 TAPCON SCREV ANO1OR (TYP) 88 X 3/4 SELF r #8 X 3/4 SELF TAPPING SMS , 1 X 2 7/16 X 1/18 TAPPING SMS1X 2 7/16 X 3/8 ONE BY VOOD' EXTERNAL MUJ_I( INSTALLATION CLIP TUBE MULLION TUBE MULLION HOCK BY.OTHERS SEALANEN SEALANT BETVEEN WINDOVTFLAM<£ SS V FLANGES, I LLION L KX1.IDN L MULLION 20M P.V./DESIGNER SILL ( TYP.) 1t8 X 3/4 SELF t8 X 3/4 SELF 8 X 3/4 SELF. NAPPING SMS TAPPING SMS 2000 S.H TAPPING SMS 2 X 4 X 3/8 Q HEADS.H. HEAD ( TYPJ HEAD (TYP) .. TUBE MULLION SECTION A —A (1) SECTION A —A (2) I L1 1/4' MD'i NWT PLAN EMBEDMENT L MULLION A V , E NOFp CT7jRER NOM: F4(;,g&04 F'rg €RS pert. r.._ A 1R8 x 3/4 SELF TAPPING SMSSEALANT IETVEDiDOV FLAB 2000 S.W. _ L MULLEIN 2000 P.V./DESIGNER 2000 P.V./DESDsNER HEAD (TYP.) SILL ( TYP.) r SILL (TYP.) SECTION A —A (5) 8 X 3/4 SELF #8 X 3/4 SELF - -- TAPPING SMS TAPPINGSMS1X4%1/8 1X-4X3/eFimmo.T TUBE MULLION TUBE MULLION VIEWED FROAf-.EXTERIOR UnIMATIONAL, INC FLORIDAEXTRUDERS.,:*3ANFORD, FLORIDA sEAuwrBETVm+ VDIDOW FLANGES L MULLDNI ThM, SER.; 2000, FLANGE SHEET-1 OF 2 ;- TWIN - HORIZONTAL -MULL ION' • SECT IONS r8 x 3/4 SELF R18 % 3/4 SELF SEE OTHER SIDE (SHEET-2 OF 2) FOR SMSTPD SMSAPPING em , 2= S.M.sDESIGN_ CAPAC I T i.ESPRESSURE: HEAD_(TYPJ HEAD (TV.) SECTION A — A (3) SECTION A —A i4) 1 F 82002 - i>RLnrt T: MSH - APPROVED t ; =; , i, DArs:2/ 4102 s NTS -' nwa ? 2HMFLGTW ALIAILM PLATE APPLIES TO HEAD & SILL WHERE 1' X 4' a as AVDITMM NAL AllCM= WHEN RCQLVA Ju & 2' X 4' TUBE MULLIONS ARE USED O AI CENMUL FLORMA BI. ©. A. F. SHEATHING HANWACITTER NAM: _oME 00fl-oR/pf SEALANT BETVEEN FILE # WSTALLATt 1 ANCHOR 118 VOOD VINDOV FLANGES 7J O SCREV (TYPE t MULLION 2000 P.VJDESIGNER SOLO P.VJDESIGNER SILL (TYP.) SILL (TYPa EXTERNAL MULLION s8 X 3/4 SELF 08 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS TWO BY VOOD BUCK BY OTHERS iX27/16Xi/8 1X27/16X3/8 TUBE MULLION % TUBE.MULLION MILLION VINDOV FLAMA SH ` t IMULLA:7 2000 P.V./DESIGNER 1 SILL (TYPJ l L: J 68 X 3/4 SELF 68 X 3/4 SELF A 1000 SFi TAPPING SMS IAD , TAPPINGTAPPINGSMS #8 X 3/4 Mr YPHEAD (TYP.) 2 X 4 X 3/8 SECTION A —A 111 SECTION A —A (2) TUBE MULLION I 1 1/8• MIN. L- EMBEDMENT FLEyAIM VIEWED FRON:EXIERIOR SEALANT BETVEEN VINDOV FLANGE DETAIL B APPLIES TO HE Q 3 SILL WHERE 1' X r t MULLION k 1' X 2 7/16' TUB-MULUONS ARE USED SEALANT BETVEEN ALLATION ANCHOR cvSEALANTBETVEEMviMDOvFLANGESSECTIONA —A (5) f6 vow sr ; vD+DLV FLANGES t MULLION Mmm G.p4MULLION2000P.VJDESIGNERSOLOP.VJDE$IGM R r SILL (TM 68 X 3/4 SELF SILL (TYPE i TAPPING SMS 1MB X 3/4 SELF 68 X 3/4 SELF TAPPING SMS TAPPING SMS —1000 S.H. 11/6' MIDI i X 4 X IAB I X 4 X 3/8 HEAD (TYP.) EMIlEDMiNT TUBE MULLION TUBE MULLION FLORIDA.. EXTRUDERS°>:t a Tmz-. SER: 2000 F I N SHEET 4 OF 2= HORIZONTAL"MULLION SECTIONS ' V SEE OTHER SIDE ( SHEET 2. OF. 2) .FOR 0 X 3/4 SELF DESIGN PRESSURE -CAPACITIES, 118 X 3/4 SELF TAPPING SMSTAPPINGSMS 820, MOLD S.M. HAD x P DRAWN BY: M$N APPROVED BYHEAD (TYP.M SECTION A —A l3) SECTION A —A (4) DATS:2/6/02 SCAI>; NTS ' _ DIrG.. 2HMF INS:- SEALANT BETWEEN W IVINDWFLANGES MILLION KALLION 2000 P.V./DESIGNER Z0O P.V DESIGNER SILL CTYPJ r SILL CTYPJ C8 X 3/4 SELF rr #8 X 3/4 SELF TAPPING SMS TAPPING SMSIX27/16X3 1 X 2 7/16 X 1/8 TUBE MU.LMN TUBE MULLION 8 X 3/4 SELF N8 X 3/4 SELF 2000 S.H, TAPPING SMS Pm sit TAPPING SMS HEAD CTYPJ HEAD CTYPJ SECTION A —A (1 ) SECTION A —A (2) EEMSEALANTBETV VVWV FLANGE L MULLIOM c T _ W'Aau SEALANT BETWEEN SEALANT.. BETWEEN WINDOW FLANGES Must FLANGES L MUUCH 2M P,V DESIGNER 2000 P.V DESIGNER SILL CTYPJ SILL CTYPJ i8 X 3/4 SELF t8 X 3/4 SELF TAPPING SMS TAPPING SMS TUBE MULLION TUBE MULLIM nTm- SER. 20M FLANGE SHEET,-1 OF_ ,2 4. HORIZONTAL MULLION SECTIONS 8 X 3/4 SELF — *8 X 3/4 SELF ; SEE OTHER SIDE (SHEET ' OF 2) FOR TAPPING SMS TAPPING SMS HEAD TcirnaHEADiYPJDESIGNPgESSURECAPACI IES ' f _ 8 2112, F z ECTtON A —A f31CTfON A -A (4) IDWK BY: MSHPRovst Bar: =ter{ ners:2/4/02—sc" NTS' mac.:=2HMFLG.,...,... 2000 SA 9SEV X 1/g 2000 S.H. JAMB (TYP.) .IAMB (TYPJ N X 1/2 SELF PING SMS SEALANTETWEEN AME M8 X 1— TAPPING SMS SECTION A —A (1) IX27/16X3/8 1 1/8' MIN. EMBEDMENT l TWO BY WOOD BUCK BY OTHERS qr DETAIL TUBE MULLION, 2 X 4 VX3/8 —— LTUBEMULLION ' SHEATHING IS X 1/2 SELF7 INSTALLATION ANCHOR Nt8 WOOD TAPPING .SMS SCREW (TYPJ SEALANT BETWEEN WINDOW FRAME MULLIONt*8 1-1/2 SELF TAPPING SMS SECTION AAA (2) CF+1gTRAL FI,,OWIDA R.O.,L-F. MANUACTURER NAM: MAMRF.wE # '7 , 1 X 4 X 1/8 1 'X 4 X 3/8 TUBE MULLION -TUBE MULLION EXTERNAL MULLION INSTALLATION CLIP 2000 S.H.MULLION JAMB ( TYPJ SEALANT APP. UESFO HEAD 8_SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED 1/ 2 SELF APPLIES TO HEAD & SIL WHERE 1' X 2' NG SMS do 1' X 2-7/16- TUBE MULLIONS ARE USED INSTALLATION ANCHOR EfAIL Q Mg VOID SCREV RYPJ SILL CLIP 8 X 1-1/2 SELF WINDUV FLANGES 1 1/B' MDr TAPPING SMS t MULLION EMBEDMENT SECTION A —A (5) sNunai DETAIL C Irmo, FRAMD6 2D00 SH r 2O00 SH JAMB ( TYPJ JAMB (TYP.) 08 X 1/2 SELF M8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN - _ SEALANT BETWEEN WINDOW FRAME WINDOv FRAME 8. MILLION ;1 MULLION 8 X. I-v2 SELF _ . Be X I-32 SELF TAPPING. SMS TAPPING SMS SECTION A —A (3) SECTION A —A (A) 08 S0.F1 AUXILIARY` PLATE — FOR ADDITIONAL ANCHORS; WHEN REOUf.2EW0 SMS ( TYPJ.. ` — DETAIL B MULLION VLEWEDROM EXTERIOR FLORIDA, - EXTRUDERo TrrL SER.— 2000'"FINT SHEET 1 OF 2 VERT I CAL -,MULL IrON-r SECTIQNS-SEE _ DESIGN HPRESSURE.- CAPAC I ET 2 T I OS 2> FOR Y DRAWN BY: MSH `'/' APPROVED'BY: DAm-2/ 6/02 SCALE:NTS IawC:. 2VMFIN ONE BY WOOD DETAIL c 2we S.H. I X 2 7/16 X 1/8 2UDC S.H. 1 X 2 7/16 X 3/8 ; BUCK BY OTHERS JAMB CTYPJ TUBE MULLION JAMB CIYPJ TUBE MULLMN A4_ By OR MASONRY 1 1/4' MIN EMBEDMENT . 4Qt8x1/2 SELF •8 X 1/2 SELF TAPPFCG SNS TAPPING SMS DCSTALLATDIN ANCHOR 3/16' MA TAPCPN SCREV ANCHOR CTYPJEXTET ARST2'X 4 X 3/8 ALLATiDI CLIP tEAtANT BETVEEM SEALANT BETWEEN - TUBE MULLIDf1 YWDOMFLANGESVVQWFLANGES t MULLION 2ASELF, 0 TYPICJ L FAL'U' ON Tfl ,CONCRETE O l) x4MULLIONAPt'CIES TO.`.HtEAD;Ac.SiLL.WHERE 1i8xi-1/2 SELF sex 1-1/2 SELF doTAPPINGSMSTAPPDWSMSI , X 4 7118E 6iULLKAS ARE US SECTION A —A (11 SECTION A -A (2) i8 X i/2 SELF Miyu TAPpDIG SlIS .. _ WTALLATMN ; 3/16 DLt TAP 1 X 4 X 1/8 1 X 4.x 3/0. _.. _ SCREV ANCHOR TUBE MULLION TUBE MULLION SILL CLIP N8 X SEALANT:BEIVEE)CTAPPIN.%MOM-FLANGES 2OW S.K 2M S.H. .L MULLB]N t 1 1/4' NDL AMB CTYPJ JAMB CTYPJ SECTION'Aj5) f BED oR DETAIL C . _ `, . - r • q PR'CAST S1LL' BY ots i. ALW s x 1/2 SELF aee-x I/2 SELF _cfpr; ADbITiDrUN_ ANCFpRS. vHEN RE'W7RED) TAPPING SMS TAPPING' SMS - j AA: SEALANT BETWEEN' SEALANT BETVEE/I o Q 08 SELF 48 X 1- SELF 08 X 17SELF sms CTY--- IIlB.1ION •. 7APPBdG SMS . TAPPING SMS _ _ + , SECTION A — A SECTION A -A (4) V EWED OR = . FLORIDA EXTRUDERS- sAmlw MANUF0 / p NAM: zzrt . EX 20 MULL1 NV S I.VVk _ QSECTIONS-- TO 2002 DESIGN PRE SIJRE CAPACIFIES•. FILE nRItrlr sY: JBN - ` . °.APrxOVrar•-.a!R w ^ seer sts MIaMto 0 hHAMt-DARE COS METRO -DARE FLAME,, BUILDING CODE COMPLIANCE O MMO-DADC rt.AurR QUII 140 WEST FLAQt.CIt S"11tC:L"1'. Slid' MIAMI, FLORIDA 3313PRODUCTCONTROLNOTICEOrACCEPTANCE00S)375-2901 rnx(3o3)31 Prentdor Entry Systems 911 E. Jeferson, P.O. Box 7G c:UN11tA(.`Cott t.tct tvstNc: st: t303l373•2s27 r•,xpus rPittsburgh ,KS 66762 cot rtttc.,rottt•:alt•'nttGt:atvx-ron ari)a73.29 c t:.L.x t,osa r- rttotwcr coN•rttot. im Your application for Notice of Acceptance (NOA) of 00J)373-29021:,',X(3us)J' Entcrgy 6-8 S-W/E Inswing Glazed Double w/sidelites Rcsidcntial Steal Door under Chapter 8 of the Code of Kami-Dade County governing the use of Alternate Materials and TypConstruction, and completely described herein, has been recommended for acceptance by the Miami-DCountyBuildingCodeComplianceOffice (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secureproductormaterialatanytimefromajobsiteormanufacturer's plant for quality control testing. 11productormaterialfailstoperformintheapprovedmanner. BCCO may revoke' modify, or suspencuseofsuchproductormaterialimmediately. BCCO reserves the riglit to revoke this approval. ifdeterminedbyBCCOthatthisproductormaterialfailstomeettherequirementsof (lie South Fl( Buildinty Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-o314.2i EXPIRES: 04/02/2006 It;tut tcoctrt5ucz Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIOYr1L PAGES F+)R SPE IFIC AND CENERALCONDITIONS C3UtLDtnC CODE C PRODUCT REVIEW COi•tMiTTRr This application for Product Approval has been reviewed by the BCCO and approved by the BuildCodeandProductReviewCommitteetobeusedinMiami -Dade County, Florida under the conditionsforthabove. APPROVED: 06105/2001 1'r111cisco J. Quintani, R.A. Director h4ianti-Dade County Building Code' Compliance 0114 Premdor Entry Systems ACCEPTANCE No.: 01-0314.2: APPROVED JUN 0 5 200 EXPIRES : _ April 02, 2001 NOTICE OF ACCEPTANCE: spwimccoNDITIQNS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 20( approves a residential insulated door, as described in Section 2 of this Notice of Accep designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami. County, for.the locations where the pressure requirements, as determined by SFBC Chapter not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/E tnstving Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the folly documents: Drawing No 31-1028-EW-1, Sheets t through 6 of 6, titled "Prcmdor (Entcrgy E Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepan manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade C Product Control approval stamp with the Notice of Acceptance number and approval date tMiami -Dade County Product Control Division. These documents shall hereinafter be referred the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown approved drawings. Single door units shall include ail components described in the active leaf this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang!c between the edge of canopy or overhang to sill is*less than 45 degrees. Unless unit is installed. non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shill be installed in strict compliance w the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurt asolection 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 PERMIT.REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.t This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installati- 6.1.3 Any other documents required by the Building Official or the South Florida Building 0 SFBC) in order to properly evaluate the installalhig of this system. ' Manu t Pcrcz, P.E. Product Coc Exar Product Control Division ` Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 05 2001 EXkRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been I and the original submitted documentation, including test supporting data, engineering document, arc 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 aceepta including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation init 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 beer requested (through the filing of a revision application with appropriate fce) 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 displaycd in advertising literature. if any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. ' 7. A copy of this Acceptance as well as approved drawings and other docunients, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and remova Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. CVD Of'1'IIIS ACCL'1'"Ai E Manu Perez, P.E.; Product Con tr zarr Produ rntrol Division + Glazed Units CQP"WL-4=100.02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement X Singles rth) 2'0' Masonite Internationalr.r COP-WL-MA0141-02 r 02-0419.08 Application filed) 52,0 NO 2'6" 2'8" 2'10" 3'6" Not Listed Not Listed Arrangement- X0, OX• OXO 1 1th) 2'8" + 1'0" t1asonite Internationalr COP-WL-MA0143-02 d D 02-0419,08 Application Filed) r.Rating F52.0 1 NO 21" + 1'2" 2'10' + 1'0" 2'10" + 12" 3'0" + 1 0" 3'0" + 1'2" 1'0" + 2'8" + 10" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 17 + 2' 10" + I 1'2" + 21" + 1'2" IT + 2'8" + 1'0' 1'G" r 3'0" + 1'D" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8' + 2'8" + 2'8' 2'10" + 2'10' + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO i 2'8" + 2'8' COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO t 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2.10' + 2.10" + 210" 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 (w'rrw.masonite.com) or from the technical center.' 4. Actual design pressure requirement for a specific building design & oeographlc location is determined by ASCE 7 (Minimum design toads for buildings and other structures). National, state or local boding codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201. tt 2 & PA2 ,3. Qakc raft AR EK" 1'IN/!wGl."tt RR i1lY 060N% Nwfi.w.. NNp.N4vr DeaN OPe 29. mot ow COW" Oro44 W ax-nWWV "" "ntw-tcNiul' On-" 3ne 1,004u sMpep 1 , Okxve *00A "nice. Let"....,..... Masonite loternarlonal Corporation Glazed Units COP-IVL-MAOIDO.02 FIBERGLASS DOORS 6'8" Height — Outswing Arrangement1lh) 2 0" 2'6" X 2'8" 2'10" 3'0" TrNot Masonile Intein3tional COP-WL-MA0161-02 f1arni-Dade OCCO 02-0418M Application filed) DPf 55.0 1 NO Usted Not ListedArrangement i I1 X0.OX• OXO j MultiplesIalinM 2'8" + 1.0• s r COP-WL-MA0163-02 i 02-0418.03 Application Filed) 1" 55.0 1 NO 2.8" + IT" 2-13" + 1'0- 2'10" + 1'2" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application filed) 55.0 NO I 1'0" + 210" + 17 1'2" + 2'8' + 12" l'0" + 2'8" + 17 1'0" + TO" + 1'0" 17' + 2'10" + 1'2" t 17 + 3'0" + 1.2" 1 2.6„ , 2.6- + 2'6" 2'8" + 2'8" + 2V 2'1G`f2'10"+2'l0" j 37 + TV + 3'0- XX. OXXO i 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application filed) 55.0 4 NO I 2'8" + 2.8" + 2*8" + 2'8" 2'10" + 2'l0' + 2'10" + 2'10" 3'0' + 37 + 3'0" + 3'0" lute, 1. Dccr arrangements using fewer panels than what is shoxmm in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe 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 loc2bon is determined by ASCF 7 (Minimum design toads lot buildings and other structures). National, state or local building codes specity the edition required. 5. k4asonite International structural• cyclic• air. water, forced entrylor impact testing Is done In accordance with Miaml-Dade BCCO protocol PA201, PA202 & PA203. Oak raft it_,J: •..fin i e-. t NrJ.alp lien I .H..w^1 All; h, Vkv 0004t He,.rurN N«/en Fwv)O•:,: Me"iww Own e DNnyNi9, 2002 Ow 04WAM ofr6ewAWO-C 0"esspea"Wn.ason"dS.MS-1 Maronite international Corporatior• Gla7.ed Units GOP-WL-MA0100"02 FIBERGLASS DOORS 8'0" Height — Inswing Arrangement f X f Arrangement X-1 Ox. Cxo Singles tlh) Masonite InternationalMiami-Dad' COP-WL-MA0146-02 BUD 02-0423.01 Application Filed) OP Rating. 40.0 NO218" 210" 3 0' 3'6" Multiples (,.-,idlh) 2'8" + 17 Not Listed o International COP-WL-MA0148-02 Not Usted 02-0423.01 Application Filed) 40.0 NO I 2'8" + 1'2" 2'10" + 1'0" 2'10' + 17 3'0" + 1'G' 1 3'0" + 1'2" VX + 2'8" + 1'G" COP-WL-MA0149-02 02-0423.01 Appiication Fled) 40.0 NO I I'0" t 2'10" r 1'0" 1'2- + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10' + 1'2" 1'2" + 3'0" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10' + 2'10" au" + 3'0" + 3'0" Xx, OXXO 2'8" r 2'8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I YE" + 2'8" 2'10" + 210" 3'0" + 3'0" 2'6" + 2'8' + 2'6" + 2'6' COP-WL-MA0150-02 02-042101 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2-10" + 2'10" + 2.10" + 210" 3'0" + 3'0" + 3'0" r 3'0" Notes: 1. Door arrangements using fewer panels thar,. 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. trstailCion instrectio s ar: available from the Wasonite International website (www.masonite.com) or from the technical center I. ACL-2i Ceslgn pressure requirement for a specific cuilding design 3 geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local eullairtg codes specify the edition required. S. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance With Miami -Dade 8CC0 protocol PA201, PA202 & PA201 a aka; of A EKw I".,N C...\SE JZNT" OCNNtt #.-, OM" CV, cAA:'.."1y Vt:'in of WoGuct ikCPtoRncM.%3btS fpc-Ifi:.: *4'ccsv. -1;. X.-1 A'' W-1 .1 :iVLC . 91W n0-m Masonite IntQrnatlonal Corporation COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing r COP-WL-MA0166-02 02-0423.03 Application Filed) D• Rating 47.0 NO Arrangement]t X 2'0" 2 6" 2'8" 2.10" 3.0" 3'6" Not Listed Ni Listed Arrangement X0, OX, OXO ipl r 2'8" + 17 rniie international COP-WL-MA0168-02 riiami-[lade BCCO 02-0423.03 Application filed) 1• Rating 47.0 Impact ,u NO 2'8" + 17 2.10" + 1'0" 210" + 1.2" 3.0" + 1'0" 3'0" + 12" 17+2'8"+1'D" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 1'0" + 210" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" I + 3'0" + 1'D" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6' + 2'6" + 2'6" 2.8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application filed) 47.0 NO 2'8" + 2'8' + 2'8" + 2'8" 2'10" + 2'10" + 2'10' + 2'10" 3'0" + 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 entrytor impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakcraff ARTEK" ar•:" •."rc tl Y.tlC.1..lSt F:HI'NY DOOM( !l.w.iw..l /ir{\-6wrf Ow.. l I^r • Masonite International Corporation0. Como." #, WM a 0,0*4 ilnpatm4tl naves wdk*tl . Uesq" aM W~1 , Opaque Units cap-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement X tl 2'0" r rMmmeogwitalloom COP-WL-MA0101-02 01-1031.01 JIWAJ 76.0 NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0.OX, OXO Multiples (Md1h) 2'8" + 17 Masonite international COP-WL-MA0103-02 Miarnl-DadeBCCO 02-0109.10 Application Filed) OP Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2' 1'0" + 2'8" + 1'0" I + 3'0" + I 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8' + 2'8" + 2'8" 2'10" + 210" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" +2'8" 210" + 210" 3'0" + 3'0" 2'6" + 2'8 + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what Is shown in the above chart also comply under the product approvals shown, 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. + 3. Installation instructions are available from the Masonite Intemational website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201 PA202 b PA203. Oak.raft ARk EK'" tINRNG1.Aii tiYta'NY UOONS R".M WEMr [1.v11M n ry N Alllt29.1o07 Masonite International Corporation OW EMNNwnp INopnm M 1110011fl tnprtalllleM mart! tfMtNKNgM. Otigt aN0 p00t0 OtUJ $~0 W UWW Mr " 1104tt COP-WL-MA0100.02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing X 2'0" COP WL MA0121 02 01-1031.02 76.0 NO z's" 2'8' 2't0" 3'0" 3'6" Not Listed Not listed Arrangement X0, Ox. OX0 Multiples (width) 2'8" + 1'0" masoniie international COP-WL-MA0123-02 Miarni-Dade 13CCO 02-0109,09 Application Fled) DP Rating 55.0 NO 2'8" + 17" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1.0- COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + I'll" 17 + 2'8" + 1'2" 1'0" + 2'8" + IT 1'0" + 3'0" + 1'0" 17" + 2'10" + 1'2" 17" + 3'0" + 17" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6' + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 Oakcraiu wrrd...•ir Te iM EK" FI"lr GLAtt C"TNV OGGRt Ne+rrwN MMrM-t""10— AVA 29.2002Masonite International CorporationOurM*ft % VOW*n OfMaOiRt IffiWOM"M ff4kn SVK&C l . StW • aa0rcl Opaque Units COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing IdifthhV4411411 X Singles (width) 2.0- Masonile internationalt COP-WL-MA0106-02 r 02-0109.08 Application filed) O• Rating 70.0 NO 2'6" 2-8" 2'10" 3'0" 76„ Not Listed Not Listed Arrangement X0, OX, OXO Mulliples (tyldlh) 2'8" + 1'0" Pasonite International COP-WL-MA0108-02 Miaml-Dade BCCO 02-0109.08 Application filed) OP Rating 5&0 Impact Ratecr i NO 2'8" + 1'2" 2'10" + I 2'10" + 17 3'0" + 1.0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application filed) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'D" + 3'0" + 1'0" 1'2' + 210" + 17 17 + 3'0" + 1'2" 2'6' + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8- COP-WL-MA0107-02 02-0109.08 Application filed) 55.0 NO 21" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. 0 Oakcx-aff K d_ AR EK'" (.tlut.r-IY 1 eroe..C1,ASC RNTMY nObk to-•(r.we "(""1 ^.rt AW4 29. 2W2 Masonite International Corpora(1onOwcofflI" OnWMat 9*dwelWlWQYM maces$W mans. oesq- a"a aaono aeuo smWo to Cbmw "i(IION nffie. Opaque Units COP-WL-MAOIOG-02 FIBERGLASS DOORS 8'0" Height — Outswing 1 Singles 1 t 1 COP-WL-MA0126-02 f c 1 02-0109.07 Application Filed) t• + , 70.0 1 , ., NOX 2'0" 2'6" 2'8' 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO r 1 2'8" + I COP-WL-MA0128-02 r ,. BCCO 02-0109.07 Application Filed) CpRating 55.0 impactRate NO 2'8" + 17 210" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0' + 17 1'0" + 2'8" + 10" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10' + 17 IT + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109A7 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + TIT + 210" 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 a 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 destgn bads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 1 Qakgraffw.,.1eu." ARTEK" M„.4•an".rMp" r."n 0— MIMlN41.Att 8Kf1T"V 000KS Asah.20V Masonite International Corporation ow 4omdw" WaWam of NOW mom—wm n.*" fpICiRCi1wd. Oew And y 211XUtllif Unit SINGLE DOOR TYP. N UNIT 1141" UNIT 15/16* 17-t/ff' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" r Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A1562) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSVBHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include /8 and 010 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSVAF & PA NOS for southern pine lumber with a side member thickness of 1- 1/4- and achievement of minimum embedment_ The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3_ Wood bucks by others, must be anchored property to transfer loads to the structure. 0 April 29. 2002 0«..... o.... . 0.to—uM0 oreOnm ot •W'.OW-VOWOneM nixes SWAKnan1, Masonite International Corporation OeW 8 M poduet d"Ad SYOIKI toCneoO! wkhM •otttt. XO or OX >tttt Unit SINGLE DOOR WITH 1 SIDELITE UNIT 8V UNIT 5/16' 17-118' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening (RO) Width of door unit plus 1/2" Height of door unit plus 1/4" It • • Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for usp. Fasteners analyzed for this unit include 18 and I10 wood screws or 3/1VTapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4' and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Auld ??-12 Masonite International Corporation 0w cOm•+.•': a4.im W M40"a +ny.a.lnKnt nWIS SyMdR,wIdM). , Ox0 to141115111f.1111, Unit SINGLE DOOR WITH 2 SIDELITES s' TYP. 6'8" UNIT 8'8" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. MinimumFastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. a f' to 1 '1 Width of door unit plus 1/2" Height of door unit plus 1/4" I 1 f f f f f f f f f Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSVAF $ PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and ELCO Bade 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. cl.. r... Aptil29.2pp2 Masonite International Corporatio! W. caa.owro Warr• 01wua.:: r,: mi•rs Vac+car".•. aso• r"0 wWrtl OCU suUKCI 10 M-w -h W n•Ite. oxxo r nn AV IM , Unit ' DOUBLE DOOR WITH 2 SIDELITES 6- CL TYP TYR l ! l ! J 3 TYP. TYP. J l l 1 l ! l 1l l 1 Il ll l Tyl r rr rr r rr rr r rr rr r 6'C 13- I f f f f f f I T T T r r Minimum Fastener Count 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'IY UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. Rough Opening (RO) Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 of 3167 Compliance requires that 8" GRADE 1 (ANSUBHMA 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 Irom the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 E (1•.r elr Iy. ern ApEa29.2002 Masonite International Corporation ow com+ "woram mroouo roremen moos lw.kmo"s. ocsyn 4" jw~ 00ao smhgo 10 mange "hWA MW XX Glazed Inswing Unit COP-WL-MA0142.02 FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0- x 61". Double Door Maximum unit size . 610" a W Design Pressure 52.0/-52.0 United whet unless special threshold Resign is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impactresistant requirements lot aspecific building design and geogapW location isdetermined by ASCE 7-MkNW. state or local building codes specify the ad" 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: ao ao as 0o 00 no 100 Series 133. 13S Series 136 Series 822 series 1/2 GLASS: n n ou Cl ao 0o 0o 00 00 o0 105 series t06. 160 Series' 129 Series' 12 R/L. 23 PA, 24 M 107 Series* 106 Series 30e Series Series* This guss kit may also be used to the lollowing doorstyle: Eyebrow 5-panel with scroll. 0-1 Oakcr aff ARk EK'" Waad-er r J FI•tRCLASS RNTNY DOORS .ao-;A M-0-1av10aa.. April 29. 2W Ow ramnwae WOWam of aoeutt m2,a mew makeS S KdCat•ns. design ant Wodua dew S„boa w Crow ..jeaneotre rllC/7tll/rtRaf%ir M • Masonite International Corporatiorw xx Glazed Inswing Unit COP-VVL-NIA0142-0 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 Series 109 Sales 114.120.122 152 Saks 149 Saks 300 Series Saks CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0,075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 W Oak"— ft k ..rY..l•, a AR EKI- 1-1 1'1"l"<:4\\. tNl"\' 41)11"\ NrA•rM ra..p...Ew,.Oa... April 29.2002 ow COIN"" WogY Wpoeun n we'wnw ff,*n feECYiu *men1e11 PW wWuo ONLY UWAO 10 C"W W"d OWte' Masonite International Corporation XO or OX ' t ' I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit site - 6'0' x6'8' 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 to aspedlic building design and geographic location is determined by ASCE 7-national. state at local building codes specity the editionrequlred. 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: no no ° na nn an on 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 ° oa on rill oo ao as 105 Series 106.160 Series' t29 Series' 12 RA. 23 RA.. 24 RA 107 Series' 108 Series 30e Series Series' This glass :u -1.ay also be used in the lollbwing door style: Eyebrow 5-tivio with scroll O c`i.C raft AR EK e..........t..o- a.u..:...t se..rw.r.... o.e.. f/:'ivan (.Jl..,..,, ii!'ICi'./Vl l% tl 1 1ur:". ... n r1i • w1.111 Aprd29.2001 Masonite International Corpotatiort bM COn1—.; p'pe..y.. M poeun .IO.O.. t.M ". SptC.IKNOOl. Otlpn a.+O YOtuCI f.. "IC :,~...11.Out".Ct XOorOX O` 'I I° Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 E 404 Series 410 series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L 23R, 23L, 450series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakci aft AR EK ......,. ,..._ rsnc" , .v. u , , u.„". w..n......r>...s....w..o.... /Ej•iiMt„nG,// .:... Apre29.2002 wew •.. 0 Masonite International CorporationWca -n aeon of Moaun .oaro+ "msts saft-k erns, erS r MKI WOW arwsaen ro cK"t "maw nm[e oxo Glazed Inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit Site - 9'0' x 6'9' Design Pressure 52.0/-52.0 Limited water union special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact teslsla l reguitements for a spW k buildin design and geographic location is determined by Asa 7-rWiorW. state Of local building codes Sportily IM 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: no ao 11 as 0o ao H na 100 series 133,135 series 136 Series $22 Seeks 1/2 GLASS: 0a ao 00 0o ao no 105 Series 106. ?so series • 129 Series' 12 RA., 23 Rk. 24 R/L 107 Series, 106 series 304 Series Series' Ttxs grass rot may also be used in me lobowing door style: Eyebrow 5-Pam with scroll O akcra t AR EK..1.,...1. ,.. I-IUL'"r LA.<\ 1:N KV 000kS NwirrM/WfM4vr 0- Q nc1e29. 2002 Masonite International Corporation Owcom.nwp W oWaofW owan W"D"nl Dlrkes Seeexi[A"%OnW ar10 aomrcl % aetaa si oitcrW [n.W w~ rake. oxo Glazed Inswing Unit cOP-M-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 404 Series 410 Series 109 Series 1I4.120.122 152 Series 149Series 300 Series Series APPROVED SIDELITE STYLES: Gin 129 Series 200 Series 12R. 12L. R. 23L. 450 Series 152 Series 149 Serer 109 Seres 120.122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms lathe requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 f / &-X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakraft ARkEKw e..,...,.... WuaL `re Fr"LM(:IASS LNTKV WH MS e—1 D_ Py M'30 • 1 4P a//\i n ilv ii Apri29.2002 Masonite International Corporation 0. comwwq atopsm of aoaun :oaaemem awes iPe[ilicelans. eespn AM Mo" enril sawn to daft" reran nonce. OXXO ll I I Glazed Inswing Unit , FIBERGLASS DOORS APPROVED ARRANGEMENT: 4 y 0 rt a t 0 y r oil Double Door with 2 Sidelites Maximum unit size • 12.0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless Special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and knilact resistant requirements for a specific building design and geographic location Is detennhled by AWE 7-national, state at locat building codes seedy Ole edition requited. 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: 00M donOXG 0o 00 oo 0o 00 go 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 00 0o no an an no oa 105 series 106. 160 series, 129 Series' 12 RA.. 23 RA.. 2e RIL 107 Series 108 Series 30e Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll! Oak raffw«..a r ARC EKI" r.l,......e ..,,, F10kkcc ASS eNIOV OrlOkS ew.L.MIrM.ehrrwrOse.. tr Apri129.2002 Masonite International Corporation Ow cm-'" Mopa,O o, pw~ n jooeeOlNn 111 n %WdKA,q oeS%n ane Mo(kKr l etut s.W0 to cnkpe wAf aA nave_ OXX0 Glazed Inswing Unit COP.WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n. 00 00 oe Series 410 Satin Tog series 1 N.120. 122 152 Series 149 Series 300 Series series APPROVED SIDELITE STYLES: r ,.. 0 E 129 Series 200 Series OR. 12L. 23R, 23L. 1S0Series 152 Series 1e9 Series 109 Serles 120.122 Series 300Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). f State of Florida. Professional Engineer IIKurtBalthazor, P.E. — License Number 56533 Oakes ART EK'" fr"L•N.`LA.I LNIN\'ll.Ir\N hw.i...rN ra..,r!"Nr n.... AptA29.2002 Masonite International CorporatiEn our roarowq woerm\ or moovo moms o ewes so okAoM *W see ao• Li do" swtea to chaw wwhow twe XX Glazed Inswing 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 Madmum unit sin . 6'0" x 6'0' Design Pressure 40.0/-40.0 Umited water unless special 1MeshdA desipn isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. AMA desipn pressure and Impact resWant repuirements lota speg6c buk" design and qM ao k WAon is deleMar" by Aster 7-Mlonal, state or kcal bupdinp codesspecilptree ed'6w teWfired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 010 0o 0o 22 series n F1 0o e0e SNP 108 Series 0 Q akcraff AAREK" Apra29.2002 Masonite International Corporation 0. tonNnu.V a opraa of Oro"u ;0O.noenf mfam SWIIKL•ni desga and prod.n dew sVOftef to C"t ndIWN 001Ke. XX r ` I I , Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 610 series 652 series 300Serles CERTIFIED TEST REPORTS: CTLA-805W 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O_ akcraff ARkE 1Yt:Kt L \.1 LN \ t,...1K r+seF.ne. fer,Yr iwv, Der. April 29. 2002 ow twW" pwr>rtt ofpoeuam rft"N KKokes wecihoten OW OW POW anew U'Wato ch&W + M W ttMKt r.< tetaa. t..A n Ow +., Oee•. Masonite international Corporation XO or OX r , I r Glazed Inswing Unit n 890" 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 810". Single Door with 1 Sidelite maalnwrm unit size . 8ro' z BV' Design Pressure 40.0/-40.0 UnAW water unless special pweAtilddesign Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. AnfiW design pressure and irnpad resistant requWaWd5 for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes apedry ere 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: IMM old 00 22 series 1/2 GLASS: 4W Series 108 Series Oak -raft ...,.:..1, r..- rIlEA 1 Masonite International Corporation AR EK" 11111=M r:t.:1 t:!11'M\' Ms.IN\ Dlwr..vNri..urw.l0e... aptd29 2002 Ow co•MWMe Wove W Wueun 0,0 e"1r"1 " n wtcd"n . oes.0 Y dt1.~1 oeW S. U^1to CIW1Qc "Dino." -Ou" XO or OX r. 1I e; I Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Soria APPROVED SIDELITE STYLES: e5o Series E52 series 610 sales 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 1N 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). EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EKw 1`I•r,'Nl:IAAi LN'fNY LSnnN< NswirwMEwE`"4"A Dr.t Apt M 29. 2002 Our Coea"ane oroeram M poeuo .rorw wNN * ONaeS SM&Ca"S, «sq0 and IN~ 0eW W000 to Mmee period MIKe. E •tlu.l-t1Y I.ea OYNN, O•.. Masonite International CorRofatioo OXO O' ,I ,• t Glazed Inswing 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 37 x 8'0". Single Door with 2 Sidelites Wadmum unit size - W a 8'0' Design Pressure 40.0/-40.0 Limited waterunless sWW tWeshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design presswe and moct resistant f"Wremerds lot a specific building design and geographic location is determined by ASCE 7-natiotW. Stale of local building codes spedy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beetl followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 1>m oa as 22 Series 404 Series 108 Series 0 Oakraff w.. A to......n AR ! EK" u•.w I ItlLK1'lA\\ LNI K\' unnK\ ra.i..r.M iM(w f.+.tOw. a April 29.2002 Mason ite International CorpotatiQn OW C6ft~e a+oer&,%orMoo dnmWo.mKawes &W4K runs, MOOIna XOdal dead S01W to C"t w~ "te. OXOCOP-WL-MA0149-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: l 810 series 300 Sa,ies APPROVED SIDELITE STYLES: a 450 Series 652 Series 610 Series 300 Belies CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE OCCO 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). rod State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oake,raff AREK" YleeM MASS h"TMT DOORS u+n • PREA • MM29,2002 Masonite International Corporationowcwft" 1 WOW" d WOW improw"M mAn SWA"1814. eeuen M4 WWW dery neim 10 rwgr W~ mtiu. AAiI'A i 1 1 t I AA ICI I ICI I ICI Qf`•il 11 11111 11l1l y 3 IIRfl14A/E ADNESAE (AlONOtCfMER 1 11111 11111lm E REVISIONS DATE: ECN NO. APPVO: I DESCRIPTION 11/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK 20 G MIN 00 STILES ATTACHED TO DOOR DOOR NSIALI SHIN WITH PATENTED TOG-L-LDC SYSTEM TOP. BOTTOM A CENTER). 1 VIEW IS G GAMY. STEEL TIAO BRACKET, EACH FASTENED TO UG Bp— AWB RHTH3) S/IB-.1 _5/Y wow VA LISTED DOUBLETRACKIEAOIS i AMAI ACE A5 MI OPTION m A 2• CMILY. SM (RACK. V MIN. TRAM THICKHM' D6a' I LOCK FORM O M. 2-I/2112 G DALv. STEEL TRACK BRACKET. TpFolwr AD (4) TRACK BRACKETS PER WE N 11W1 TOP BRACKET REPORT#9606C L TRACKDOUBLE HORGDONTAL C S• . 20 G Uwo U- smis INU-BARS A 2-1-2-1 LCYWADROOM PAYMONBOTTOMSECTICE ONE U-6ARS ON TEAT SECTION. ETC.) 014gs/e• SHEET METAL SCREWS opnommE 5OF 0 A ` OPTIONAL OUTSIDE KEYED, LOCK POSOgN 1 MAR. DOOR WIDTH . 161-W O 1/4•A3/.' SELF INSIDE TAPPNF SCREWS. AMMI ATTACHMENT FRAME fa G EIO wrAs 1A G NIFIMIDMR Hr1GF NOTE: I- 1 ,3 SfAFNS ON 1 CEMFRS. 1 OA TIN S l COONS UP m Y-D• IILGII caMmsT OF (4) SEC110NS (( FRONT /TONE ATM U.V. r1As1EA RECWRED. LAC SGREMS MIT BE COUII5EMM DtpRS OAFR Y-0' nCI CONFST of (s) SIECTIOIb (NOT ). CAATINc ON OUTSIDE SURFACE (BUT NOT REK MM, TO PRPADE A FWSI TOURING STOP MOUIDNC BY DOOR INSTALLER (TO SLIT) sUNTACE NO ROOMAL Rules 00 NOT TRANSFER LOAD. 2.6 YELLOW P M IO 20 G IRK DALV. STEEL END STILE av11DNN to SCREW 20 G CAW. STE71 LATER SIREyx• tINKSK 5 awn OR I.IHnaA. 1, I MOLDED NSDE 1/0' ACRAIC LNIE SECTION B-R _ 12 G G1Lv. sTm 7M47< 25 G MIN STEEL LITE RETAINER /6.3/4' PAN WAD SCREWOCR BRACITTSi/1 tD1 3 SCREW5011COAimWITHG-4o IRK (10 SCREWS PFR LTE) ) .4 ANCORS ON 21 CETREI6 (C-Io RON Ow WOOD PER TRACK BRACKET. GALVANIZING. A 9ANED-ON PRIMER, OR 24' CE1RFIt5 (7,pIT PS TIN. ) OR ND A BAIED-0II POLYESTER SAP LAIC" CNN AC:S p/S,* TMYCN SCREWS DN 17-1/Z' CtN1EAS D00 7/16' ID. RClIK1 P116TIN f 16 G CALV. STEEL CEMFR IIMCETOPCOATAPPLIEDmBOTHSIfEKWASHER FASTENER (aNE 7FR IDLLFA) F ro LATER. STYES w((qSIDESOFSTEELSOT. 12 G GAMY. STEEL TOP ONroSWAARi LATCHTRACKONMIN rIPCOW, AMC, MAT BE SHER OLOTRACK 57AE5 /IAd 6 SHETCT 1E7AL SCREWS. ROLLER BRACKET. EACH EACH 1i r F:iLvsTmmAai its v' EwEAa w .) BRACKET STACKED w/(4) INTER. STILE (BUY Nay IfDiIWD) m PROVIDE A ELUZH TCACN AY. STEEL m EACH BRACKET i..s/e• yETAL SCIIEWS 11A IS/e' SHEET IIEfK MOUNDING SURFACE HORIZONTAL AM 00 MDT WITH ONE 1/4•.5/e' BOLT t NUT i) 1/i•O/{ 9EIf TAPPING SCREWS PER END LANCE. SNP LAP JOINTS. TRANSFER LBW. OR Two 1/4• M RIVETS. oLnsDE KEYED HI CE. STEEL DWI FIND 2• DIA SNORT STEM, 10 BALL STEEL ROVER. HNOE. EACH MILE SAME AS1 MARK AWFSTERFIELD. PE. IOIE6/(m t'no •A EgEPARATKN tK .MWMS Br DTIRS. rm1 [-[ FLORIDA PE /40495 MISET METAL Isd/e' INSIDE HANDLE NORTH CAROIrtM PE 023832 S' TALL U-SAl4) 1/4•.3/4• SELF norc KAYFTf «ACAc LOCK BAR 20 G DALY. STFFE.PING SCREWS `"" IAWCN Lnr>< aPT1DN EOAGf.S N DESIGN LOADS: +24.0 PSF & -24.5 PSFNMI. TEAR SIRFACM: 50 KSI TRACK ON NOTE 2, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTSOUTSIDEEACHSIDESALBETHERESPINNSIBERTOFTHEPROFESSIONALOF TEST LOADS: +36.0 PSF & -37.0 PSF S' TALL . 20 G CALv. STEEL u-BMIS END SUDS BOLT IIAIIDIE OF DOOR. RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCEJ 3' r WITH CURRENT BUILDING CODES FOR THE LAMS USTE1 DN aAONt OAars AAE RAID N PUIEINA2-1-2-1 PATiFM 1. TWO U-BARS STILE LOCK TRGAM Tm ORRRNG. FN tAN A 411FO YIL . PART NO.: - 1-7/6'ON BOTTOM SECTOR. ONE U-BIN ON NEXT INTO VERTICAL TsEcnOHH ETC EACH U-BAR ATTACHED IMAC . ONE HOME U w- SLAM oB N. N 112 B161A SL Sk 160E 1 ..T TM TAPPING SCREWS w°nPr `" rs . TOLERANCES I . IDEAL D6 OH 452D2TdRP. bM-SBA-46ODKPwMi.Nm.•. r .dam. ,0 t.03 ammocamomm1/L To NIL 1-513-782-3519 SECTION A -A KSDE HE1 B01t , N t`b an,.n. M .00 . t.015 DESCRIPTION: MODEL 6RST W4 16-0 A 8-0: 24/-24.5 DESIGN LOAD aes. w N.. n.Wsa 1eor —A .000 . t.005 LILY. STEEL B07i0M BRACKET. PeIRb b a.Y asNw.w DRAWN BY: 8MM DATE: 4 18 00HED WIN (2) /1441W SHEET METAL SCREWS. 1.... AsiNq MiH.4,., 0000t.001 / / SCALE: NTs DWG..NM DMIXISION UZ n>:rO AnN• Dog ' tt/2' CHECKED BY: MWW DATE: 4/18/DO SHEET I OF 1 SIZE iJ AmwtAEMMFASTRIPProjection - Unless Slated OUANrne 01MEH5ION5 ARE N Wf7E5. DWG. NO.: 102138 1REV. NO. 1 A 4 MODEL: 6RST (25 GA. STEEL SKiN MODEL: 4RST (24 GA. STEEL SKIN] 1) INTERMEDIATE STILE 0 ACHED W T LDC FOp Ac Q 3 OPTIONAL DSB GLASS OR LISTED 1 ACRYLICUTES AVAILABLE EE SECTION 8-8) 4A, IN. END STILES ATTACHED TO DOOR PATENTED TOG-L-LOC SYSTEM TTOM do CENTER). REPORT#9606C 25 GA. MIN. GALV LOCK POSI170N STEEL SKIN COATED BOTH SIDES)IW1}H A BALD-0N PIS, TWO POINT LOCKING AND ABAKED-ONALPOLYESTER TOPCOOATTAPPLIEDTOBOTHWES OF SIM SKIN. I T1QY IFIALOPBONAI. OUTSIDE KEYED LOCK POSRIDN MAX. DOOR WIDTH 9'0' 14x5/8' SHEET METAL SCREWS ONE 3' TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. 1% REVISIONS I I I A4 1 11/00 1 - i UWW I OTY (1) WAS (2) FOR TRACK BOLT I 2' THI 3' TALL U-BAR 20 GA GALV. STEEL L 3. r Is GA CAW. SIDS TOP RGUER BRALIET. EACH BRACKET EET 9AACHED LL(3) SNPLAPJOINTS 14 GA CAW. Sim DD NHRIE EACH FASTENED 10 DID SO-IS SEE IE'GL1 /a' k (4) 1/ 413/4' SE1F TAPPING SCREWS HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 CALM. STEEL FLAG BRACKET. EACHH FASTENED TOWOODJAMBWITH3) 5/16' xl-5/8' WOOD LAG SCREWS. MATE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM LS AVAILABLE AS AN OPTION DOOR HIX;li 1' a 2' GALV. STEEL TRACK, 6 -0 76 L. MIN. TRACK THICKNESS: .060' 8 -0 88 O I TYP. 2-1/ 2'x12 GA GALV. STEEL TRACK BRACKET. z a 4) TRACKBRACKETS PER WE. SCREWS F'Ek Sn1E tLg11MLHR TOP BRACKET BLKE HORIZONTAL TRAC NOTE I DOORS UP TO 7'-0- HIGH CONSIST OF 4) SECTIONS. (SHOW). FRONT FRAME WITH U.V. DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTIONS NOT SHOWN). COATING ON OUTSIDE SURFACE LE_ffiecls IyXXyI Gl GALX. STm BOROIIO O , JAMB ATTACiRFAiT1fRAMFl:1R OwL:S): BRACxl7ATTACHED iNi11 lWp1 4x3 4' SE1F Mx3LAGSCREWSON24CENTERS. t TA/PWT SCREWS. WASHER REQUITED. LAG SCREWS MAY BE COUNTERSUNKk.3 AI11L an1 ExItA1AON SSE) CLASS OR OPTIONAL f0 SCREW 14 GA ENO HINGES 18_GA INTERMEDIATE TINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ! VMri WTARERSIRP. 1/8' ACRYLIC LITE WINDOW LITE VIEWSURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION a-B y E}y C. SECTbNA -A (SIDE NEW) 2x6 YELLOW PINE JAMB 12 GA GALV. STEEL BRACKETS FASTENED TO WOOD WITH ONE 5/16' x l -5/8' LAG1 PER TRACK BRI 2' GALV. STEEL TRACK FASTENED TO J 12 GA. CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4' x5/8' BOLT & NUT OR TWO 1/4' DIA. RIVETS, END SURE BOLT STILE LOCK ENGAGES INTO VFRTICAI. TRACK. ONE LOCK ON EACH SIDE OF DOOR INSIDE SLIDE BOLT I= OPTION ATIACHIA /8x3PAN HEAD SCREW 0 SCREWS PER LITE) END 2 SI RAIN. CONCREJ MOLDEDINSIDEa— STOP MOULDING BY DOOR INSTALLER (TO SILT) 3 8 x4 SLEEVE ANCHORS ON 24x CENTE1tS (BSTILE OTH LITE RETAINER INTER w 20 C0. MIN. Caly. STETS. FJVDSTILEC-90 BLOCK OR 2,000 PS YM1. CONCRETE) OR r-SNAP LATCH ENGAGES SIRE SIT 1/4'x4 TAPOON SCREWS ON24CENTERS (2,000 20 CA GALV. SWEET. INTER. SIRE PSI MIN. CONCRETE)' WASHERS INCLUDED WITH SLEEVE ANCHORS, 1' OD. MIN. WASHERS REQUIRED WITH TAP'CONS. ANCHORS MAY BE COUNTERSINK INTER. STILEBUT NOT REWIRED) TO PROVIDE A F1 US14 MOUNTING SURFACE HORIZONTAL JAMBS DO NOTTRANSFER LOAD. OUTSIDE KEYED HANDLE 18 G4 GALV. STEEL CENTER FRAME FASTENED TO LATER. STILES W 4) 14x5/ 8' SHEET METAL ` 14 GA GALV, STEEL ROUTER HINGES FASTENED TO ENO STILES EACH W METAL SCREWS 4) f4) 1/4Sx3/SELF TAPPING SCREWS PER END HINGE PREPARATION OF JAMBS BY OTHERS 2" DNA. SHORT STEM. 10 &1LL STEEL ROLLER. JAMB SECTION C-C NOTE 2;. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSKINAC OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARTS WESTERFIELD. P.E. WITH CURRENT BUILDING CODES FOR THE LOADSLISTEDONTHISDRAWING. • FLORIDA P.E. 148495 NORTH CAROLINA P.E. /23832 l 4 3 SLAM LAB I CH L I OPTION I rnmAT11G. TOLERANCES «. r aer b4 tiW M wq het m 6dumP. rt AFwr4 0 a t.03 xwA s. a1: eer.ee ra.. m 000 . t.DOS r ww 4r Maer 0000 . t.001 L1egrHxlx31/2' Third Angla _ twn ONTO VERTICAL TRACK ONESNAPLATCHON EACH SIDE OF DOOR. OUTSIDE HANDLE LACK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR L C DESIGN LOADS: +25. 0 P, S. F. k -32.0 P.S.F. TEST LOADS: +37.5 P.S.F. k -48.0 P.S.F. PART NO.: - x4c xxx A sAX Ox IDEAL312Bdaxl5tSx14ISaOa uCxleiWnflslE 0)`1s45 DESCRIMOK: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: NIS DIG. CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 ISIZE L DWG. NO.: 102137 REV. NO. 1 2 A as6l,ao Hr I?AiT\ iT:H ...1._ - wFumuL tijujil a a5t)j.LtJJp4(a Lgv.