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HomeMy WebLinkAbout210 Belgian Way - BR02-000766 - SFRPERMIT ADDRESS _ CONTRACTOR _ D K Horton 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER M L7r;1 lIIu_: ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR 1 J PLUMBING CONTRACTOR i r MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # V 2' 7 4 4 DATE 3 :516 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE V RT T This is to certify that <the building located at f or which permit has heretofore been issued on has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as -all the complieswithbuilding, plumbing, eJ,4ctrica1, Izoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. Subdivision Regulations Apply: Yes— No DATE AMAL AP-MO-VAL BUILDING: FIRE: Finaled Inspected . .... . ZONING: Inspected UTILITIES: Water Sewer ILI Lines In Lines InMeterSewer Set Tap Reclaimed Water ENGINE RRING: Street Drainage Paved Maintenance Bo, nd PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work LA— ZLI AMOUNT WATER -SEWER IMPACT FEES 01---APPLCTN FEE -ELECTRIC 4/02/02 10.00 01-APPLCTN FgE-BUILDING 3/12/02 10.00 01-APPLCTN FEE -MECHANIC 5/21/02 10.00 01-APPLCTN FEE -PLUMBING 3/25/02 1000 02-ENGNG DEVIAPMT FEES 3/12/02 10.00 01-FIRE IMPACT - RESIDENT 3/12/02 59.27 01-r.., IBRARY,' IMPACT FEE 3/12/02 54.00 01-OPEN SPACE 3/12/02 279.61 P AGIN : 2 This .i4 to certify that the building located at, or which perviit. .. _. has h r tofore been issiied on __,2 j_t'" has been completed according to plans and specifications filed ire'the office of the Building Official prior to the issuance of said building permit, to wit. a _ _._..__ .. ._., ,,complies with all -the building, Plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. BTAULAWKWAL Subdivision Regulations Apply: Yes- No 1-POLICE IMPACT - RESID 3/12/02 91.9 01-RADON GAS 'TAX IEEE /'1 ,/02 14.13, 01-ROAD IMPACT FEES 3/12/02 847.00 01.-- C..HOOL IMPACT FEE 3/12/02 1364.00 WIC IMRA;CT w . NGLE FAMILY 3/12/02 650.00, SD IM 'A:CT: I GLE FAMILY 3/12/02 1700.00 p7t$ S A f ff t iOWNnF_ r , REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE 1'02 PERMIT # ,f)'Z _ - ADDRESS r` SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407)832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Utilities Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd_ REQUEST FOR FINAL INSPECTION CERTIFICATE OF.00CUPANCY/COMPLETION SINGLE FAMILY RESIDENCE**** DATE 11 L- : d2 PERMIT # ADDRESS 2-1 U i3e .lo j (" 4 . SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering z l)2- Public Works tMmor-S Utilities Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION SINGLE FAMILY RESIDENCE" " DATE '2 2 PERMIT # L _i 10 ADDRESS Be--[c CAA SUBDIVISION Bakers Crossing CONTRACTOR D R Horton Ph: (407) 832-4698 (Tom) Fax: (407) 321-3579 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of G.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Public Works Utilities Conditions: (to be completed only if approval is conditional) Fema Rec'd Cert. of Elev. Rec'd Bldg. Inspector Apprvd LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 7/24/02 09:09:05 Location ID . . . 229855 Parcel Number . . 18.20.31. - - Alternate location ID Location address . 210 BELGIAN WAY Primary related party SANDRA MILLER Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00 31202 2.00 CSVC UT BP02-766 PD 3-12-02 SEE REC#5247 31202 3.00 CSVC UT 3/4" WA METER SET FEE $190.00 PD 3-12-02 31202 4.00 CSVC UT REC#5247 31202 5.00 6.00 7.00 8.00 9.00 10.00 Special notes More... F2=Address F3=Exit FS=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel F16=Related pty data FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For hisurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 210 BELGIAN WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 210, BAKER'S CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): a#° - ##' - ##.##" or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTYNAME I FLSEMINOLECOUNTY120289SEMINOLEORIDA B4. MAP AND PANEL 85. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 0045 E 4/17/95 4/17195 X NIA B10. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 19M Other (Describe): 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Dale_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C I. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/AI A30, AR/AH, AR/AO Complete Items C3.a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments _ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 42. 5 IL(m) o b) Top of next higher floor 52.2ft.(m) o 0 Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 42. 0 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 41 .8 ft.(m) o f) lowest adjacent (finished) grade (LAG) 39.4 ft.(m) o g) Highest adjacent (finished) grade (HAG) 43. 4 ft.(m) o h) No, of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement niqZ be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STR ST .180 4 ORLANDO FL 32801 SIGNATURE DATE TELEPHONE 7/18/02 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andbr Bldg. No.) OR P.O. ROUTE AND BOX N0. Policy Number 210 BELGIAN WAY CRY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificatefor (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A rVITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for useas supporting information for a LOMA orLOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 anc ' , diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom 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, 'rf available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor orelevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on frontof form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are cared to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the oommunity's floodplain management ordinance can complete Sections A, B, C. (or El, and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or ai da : who is authorized by state or local law to certify elevation information. (Indicate the source anddate of the elevationdata in the Comments area below.) G2. A oommunity official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY 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 f-1 Check here 9attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 31, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27 — 29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA. SET 1/2" IRON ROD AND CAP 50.00' LB/6393 (7-17-02) S89'17 34" E LOT 30 PT I II11I qbII I I bj SET 1/2" IRON ROD AND Ct- LBk6393 (7-17-02) LOT 31 Iinl v rlnlI r2 9.0, W CP.> a w 5.0' 1 40.0' OZ(D NQ TWO STORY o CONCRETE BLOCK do WOOD FRAME p RESIDENCE FINISH FLOOR Ell 0 ELEVATION1Aj, 3V.3- 210 13ELGIAN WAY 4 C PAO COVERED ENTRY LOT 32 I I cbNCRETE-_<, R I EwAY 3 C/W I in I I N 16O I 40 1 t0' UTILITY ASEMENT. . 9,4 WALK IS WALK IS OFF W1.6' OFF _ 4 .•._,: 1.7' N89' 17'3 '1NC0N PRON. 31 50. 00' I N O N I277 al I 170.96' S89- 17'34"E J 448.60' a` h° jTRACT A BELGIAN WAY 50' RIGHT OF WAY CERTIFIED TO: D. R.H. TITLE COMPANY OF FLORIDA INC. FIDELITYNATIONALTITLEINSURANCECOMPANYOF PENNSYLVANIA TAMMY NELSON NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITYOFSANFORDCODECHAPTER6. SEC. 6-7(A). NOTE: THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL S,ANDAROS SF F FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472. 027. FLORIDA STATUTES. 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONSSHOWNHEREONAREBASSOON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED 4ON EONT20FEROS//OF SECTION18NSF31EBG NO259' FIELD DATE:) 7-17-02-_ REVISED: SCALE: I" = 30 FEET APPROVED BY: CKB__ ASM32942 FINAL 07-17-02 CC JOB NO. - --- - FORM80ARO 4-11-02/C DRAWN BY: _— PLOT PLAN 12-19-01 PC LEGEND CENTERLINE FND NAIL AND DISC RIGHT OF WAY LINE LB #4671 (7-17-02) EXISTING ELEVATION FND 5/8" IRON ROD AND CAP rA 0 LO # 4671 (7-17-02) LJ CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS & DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSEC11ON M) MEASURED PRC OENOTES POINT OF REVERSE CURVATURE FNO FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL SIDEWALK A/ C AI^ CONDITIONER CP CONCRETE PAO COW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKERKALONIDIDENTIFICATION1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WTHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL ` 1F A FLORIDA LICENSED SURVEYOR AND MAPPEF, 32801- (407) 426-7979 I i V(IL- pSM 422 onrE f FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 00 NATIONAL FLOOD INSURANCE PROGRAM Expires July 312002 31, ELEVATION CERTIFICATE Important: Read the instructions on page! I.7. SECTION A - PROPERTY OWNER INFORMATION For Insuranoe Company Use: BUILDING OWNER'S NAME.t Policy Number D. R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 210 BELGIAN WAY CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 210, BAKER'S CROSSING, PHASE 1 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): W - ##' - ##.# N' or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 1 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REMSED DATE 88. FLOOD ZONE(S) Zone AO, use depth of flooding) 0045 E 4/17/95 4/17195 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile F) FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date, SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings" Building Under Construction` ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for whichthis certificate is being oompleled - see pages 6 and 7. It no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones At -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram spedfied in Item C2. State the datum used. If the datum is different frorn the daturn used for the BFE in Section B, oonvert 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 0 or Section G, as appropriate, to document the datum conversion. Datum Conversion/Commen(s Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom noor (including basement or enclosure) 42. 5 ft.(m) o b) Top of next higherfloor52.2 ft.(m) U) D o 0 Bottom of lowesthorizontal shuc-turalmember (V zones only) N/A. ft.(m) 0 o d) Attached garage (top of slab) 42. 0 ft.(m) E g o e) Lowest elevation of machinery and/or equipment w ro servicing the building (Describe in a Comments area) 41. P.0) E o f) Lowest adjacent (finished) grade (LAG) 39.4 ft.(m) Z v o g) Highest adjacent (finished) grade (HAG) 43. 4 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 iD o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the inforrmation in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP 0 320 E. SOUTH STR Sy. 411,1 ORLANDO FL 32801 SIGNATURE DATE 7/ 18/02 407) 426-7979 FEMA Form 81-31. JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. ForInsurance Company :lse: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. ' Policy Number 210 BELGIAN WAY CRY STATE ZIP CODE Canpany NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HERE ON ARE BASED ON SEMINOLE COUNTY DATUM; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and ZoneA (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR , Section C must be completed. E1. Building Diagram Number _.(Select the building diagram most similarto the (wilding for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. For Zone AO only: Ifno flood depth number is available, is the lop of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or ZoneAO must sign here. The statements in Sections A, B. C, and E are correct to the bestof my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized bylaw orordinance to administer the community's floodplain management ordinance can complete Sections A, B. ), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The infonnation in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Coinrnents area below.) G2. A community official completed Section E fora building located in Zone A (without a FEMA ssued orcommunity -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. PERMIT NUMBER PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY 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: _. ,fl.(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 Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT ' OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 31, BAKERS CROSSING PHASE 1, AS RECORDED Ir- PLAT BOOK 60, PAGES 27 — 29. OF THE PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA. SET 1/2'- IRON ROD AND CAP 50.00' LBb6393 (7-17-02) S89'17 34" E A I A 1 III s\q I1I 47 I e 1 W rW LOT 30 0 C'j ON o OO < a O o Z Aj SET 1/2- IRON ROO AND CAP LBp6393 ( 7-17-02) LOT 31 I inl1 111r 2Ww Nti 5. 0' W Tco 40. 0 NO TWO STORY a N O CONCRETE BLOCK Qc WOOD FRAME O RESIDENCE O FINISHFLOORELEVATION- 42.47 N 3VT• 210 BELGIAN WAY o C PAD b COVERED O ENTRY ChNCRFTF I I IDRIVEWAY.;, 3• C/W I in N NI IF6 Li 407 10' UTILITY ASEMENi.''' 4 59WALK IS 1. 6' OFF 4,::r W.:>. '.:• WALK IS — I 1.7' OFF N89- 1713 'VU ONCRET APRON. 31 I50. 00' o a N O N Inl7-- 170. 96 v 589'1 7 34"E 448.60' PT Y 7g. TRACT A BELGIAN WAY 50' RIGHT OF WAY CERTIFIED TO: D. R.H. TITLE COMPAF,Y OF FLORIDA INC. FIDELITYNATIONAL1'TLE INSURANCE COMPANY OF PENNSYLVANIA TAMMY NELSON NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITYOFSANFORDCODECHAPTER6, SEC. 6-7(A). NOTE: THIS 13OUNOARY ;URVEY MEETS THE MINIMUM TECHNICAL STA`IDAROS SET FORTH IN CHAPTER 61G17-6 01 THE FLORIDA ADMINISTRATIVE CODE P'.IRSUANT TO CHAPTER 472. 027• FLORIDA STATUTES. NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPER I APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. I BEARINGS SHOWN HER( ON ARE BASED 4ON SECOT825FNSEFTIN1N0F31EBEINGOO25' 9I FIELD DATE:) 7-17- 02 REVISED: SCALE: ile = 30 FEET APPROVED BY: GK8 ASM32942 JOB NO. - - DRAWN BY: FINAL. 07- 17-02 CC FORM60ARO 4--11-02/ C PLOT PLAN 12-19- 01 LOT 32 PC LEGEND CENTERLINE FND NAIL AND DISC RIGHT OF WAY LINE LB #4671 (7-17-02) EXISTING ELEVATION FND 5/ 8" IRON ROD AND CAP 0 LB #4671 (7- 17-02) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS 6 DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK A/ C AIR CONDITIONER co CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH CHU OVERHEAD UTILITY LINE PK PARKER KALON IDIDENTIFICATION1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 32801— (407) 426-7979 FOR YJ {{F 11iE 1 FIRM BELL, I PSM #422 DATE CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: &,,,;,, - / 6 Date: 5-20 . q, The undersigned hereby applies for a permit to install the following equipment: Owner's Name: Address of Job: Mechanical Coni Residential w Non -Residential Amount Nature of Work: Q r Job Valuation: Eb Application Fee: 510.00 TOTAL DUE: oGi By signing this application. I am stating that 1 am in compliance with City of Sanford Mechanical Code. - - ppli Signature State t_icense Number 2-2a— 199a d : S IPH FRUM CITY OF SANFORD ELECTRICAL PERMIT APPLICATION c `W Permit Number: c' Date: __ The undersigned hereby applies for a permit to install the following electrical: Owner's Name Address of Job: _ -/ GcT1/ Electrical Contractor / ldAuJj Gif `D - `!!?G• Residential: Non -Residential; By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature rn o l/ Stag License Number Permit No.: LiCITYOFSANFORDPERMITAPPLICATION Date: ,J C`C` Z. Job Address: Permit Type: Building Electrical Mechanical Plumbing Fire Alara4prinkkr Description of Work E Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines jU! 64 purr- t Occupancy Type: Residential Commercial _Industrial Total Sq Ftg - ` N Value of Work: S Type of Construction: bl'rr r- blood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: ZnN i-r-N0 2rA h N t'C1ONQ LCGL 2 k/aN`L C? , 1- L 3 2e,2Z Contractor/Address/Phone: 'R iCA .7 -C) 10 t p?50 - r i. rL cj'G 1QZ F L. State LicensoNumber Ce Q056 Contact Person: 4 AT<2 +o') Phone & Fax Number. CFI /5-3 - l01 410 i ci22t3 Title Holder (If other than Owner): N Address: Bonding Company: (V Address: Mortgage Lender: Address: Architect/Engineer Address:i t SR 434 s . its A 1%M-. (-I 32q ,4r Phone No.: at-n-j=r-14 coo-4'B Fax No.: 4041194 - A 0=ta Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or irWallation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating oonstruction in thisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the of Print C LdNiun p,IR,.....- 'j2 2402 My r ExP No. CC 762427 t .0. Kra- t } 04W { Date Date Owner/Agent is V Personally Known to Me or Produced ID APPLICATION APPROVED BY: t-1 the requirements of Florida Lien Law, FS 713. of Print Cgfio*tor/Agent's Comm Exp. 7/26/2002 No. CC 762427 r !!^ Y Nno,- 1100W I.O. Contractor/Agent is A onally Knoum to ?& or Produced ID Date: Special Conditions: 1 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2289 1` s Builder: DR HORTON Office: Address: 4 -> _ G t -.. Permitting 'Sa' }l tc v2=jCity, State.`:t)f" i Permit Number: lo(p Owner: Jurisdiction Number: Climate Zone: Central I New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - 1 a. Central Unit Cap: 42.0 kBtu/hr - 3. Number of units, if multi -family I - SEER: 10.20 - 4. Number of Bedrooms 5 - b. N/A - 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2284 ft' c. N/A - 7. Glass area & type a. Clear - single pane 259.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 42.0 kBtu/lir - c. Tint/other SC/SHGC - single pane 0.0 ft' - HSPF: 7.50 - d. Tindother SC/SHGC - double pane 0.0 ft' b. N/A - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft - c. N/A - b. Raised Wood, Adjacent R=11.0, 320.Oft' - j - c. N/A 14. Hot water systems 9. Wall types j a. Electric Resistance Cap: 50.0 gallons - a. Concrete, [tit Insul, Exterior R=3.0, 835.0 ft' _ EF: 0.86 - b. Frame, Wood, Exterior R=1 1.0, 876.0 ft' - b. N/A - c. Frame, Wood, Adjacent R=I 1.0, 330.0 ft' - 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, I809.0 ft' - 15. HVAC credits - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11, Ducts PT -Programmable Thermostat, a. Sup: Una Ret Unc. AH: Interior Sup. R=6.0, 1.0 It - RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33160.00 PASSTotalbasepoints: 36844.00 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT:; DATE:--- EnergyGauge(D (Ver 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. y01cKE'SrgT° j% 06V O BUILDING OFFICIAL: DATE: 2 z -t Z pion: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 42.08 17298.9 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1,00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0,86 366.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adajcent 330.0 0.7 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 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 = Points Under Attic 1809.0 0.60 1085.4 Under Attic 19.0 1809.0 1.10 1989.9 Base Total: 1809.0 1085.4 As -Built Total: 1809.0 1989.9 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p) 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217.4 As -Built Total: 4659.9 INFILTRATION Area X BSPM Points Area X SPM = Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 48457.6 Summer As -Built Points: 46931.7 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 48457.6 0.3577 17333.3 46931.7 46931.7 1.000 1.00 0.975 0.975 0.334 0.334 1.000 1.000 15292.0 15292.0 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 2284.0 4.79 1969.1 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 330.0 1.8 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 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 Points Under Attic 1809.0 0.60 1085.4 Under Attic 19.0 1809.0 1.00 1809.0 Base Total: 1809.0 1085.4 As -Built Total: 1809.0 1809.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p) 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 As -Built Total: 978.5 INFILTRATION Area X BWPM Points Area X WPM Points 2284.0 0.28 639.5 2284.0 0.28 639.5 EnergyGauge® DCA Form 60OA-97 EnergyGaugeS/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6235.1 Winter As -Built Points: 10460.3 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System Multiplier X Credit Multiplier Heating Points 6235.1 1.0730 6690.2 10460.3 10460.3 1.000 1.00 0.998 0.998 0.455 0.455 1.000 1.000 4750.1 4750.1 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 17333.3 6690.2 12820.0 36843.5 15292.0 4750.1 13118.1 33160.2 PASS y ypQ ,TttE STq O r EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , AA.21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: 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.1.2.2 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 s ace, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABCA.3 J Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CA 1)o) nTueo oor_cratoTivt= MFACI IRFS Imuct hp mPt nr exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK_ Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 I All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610 Ducts in unconditioned attics: R-6 min. insulation. _ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. _ Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT"" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.3 The higher the score, the more efficient the home. l . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tindother SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Una Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I _ 5 _ b. N/A Yes 2284 ft' c. N/A 259.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R=0.0, 161.0(p) ft _ c. N/A R=11.0, 320.Oft' _ 14. Hot water systems a. Electric Resistance R=3.0, 835.0 ft' _ R=11.0, 876.0 ft' _ b. N/A R=l 1.0, 330.0 ft' c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1809.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, LO ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: )'r; .. Date: l - t j E Address of New Home: -- fi "tag i- , City/FL Zip:." Cap: 42.0 k-Btu/hr _ SEER: 10.20 Cap: 42.0 kBtu/hr HSPF: 7.50 Cap: 50.0 gallons _ EF: 0.86 t title x _ oa NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. !fyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar""designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at ivww.fsec. ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 Project• • For: DR HORTON Notes: DR HORTON--MODEL 2289 Design Information Job:2289 9.22.00 Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Des70 OF Design TD 32 OF Heating Summary Buildingg heat loss 36319 Btuh Ventilafion air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ft') Volume (ft') Air changes/hour Equiv. AVF (cfm) Heating Cooling 2284 2284 18742 18742 0.7 0.4 219 125 Heating Equipment Summary Make TRANE Trade Outside db Inside db 93 75 OF OF Design TD 18 OF liRuReata midity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg; data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input 0 Btuh Efficiency Sensible cooling 10.2 EER 29050 Btuh Heating output Heating temp rise 0 0 Btuh OF Latent cooling Total cooling 12450 41500 Btuh Btuh Actualeating fan Heating air flow factor 1400 0.039 cfm cfm/Btuh Actual cooling fan Cooling air flow factor 1400 0.046 cfm cfm/Btuh Space thermostat Load sensible heat ratio 81 Sold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrlightsoft Right-Sufte Residential TO 5.0.33 RSR26017 2000-Sep-22 10 00:25 p E:1Files\drhorlon12289\2289.rsr Page I RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire Mouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831.2665 Prncedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.7 ach x 18742 ft' x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 OF Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 and doordoes 26.0 Btuh/ft2 Prnnpr im R - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 18742 ft' x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x125 cfm x 18 OF Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Btuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 125 cfm = 36.92 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x 0.98 31306 BtuhEquipmentsizingload - sensible 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. + 212 Internal loads = 230 Btuh x 7 people Infiltration load from Procedure C + 3692 Btuhtuh Btuh Equipment sizing load - latent = 3692 Btuh Construction Quality is: a No. of Fireplaces is: o Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t W ricj htsoft Right -Suite ResidentialTm 5.0.33 RSR26017 2000-Sep-22 1 Page 5 ACCK E:\Files\d-rEorton\2289\2289.rsr RIGHT-J WORKSHEET Entire House h ' DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, Fl- 32746-6206 Phone: (407) 831.2665 1 MANUAL J: 7th Ed. Name of room Entire House MBTH WIC ft MBR 14.0 ft2Lengthofexposedwall274.5 ft 20.0 ft 8.0 x 12.0 ft 16.0 9.0 x 9.0 ft 16.0 x 15.5 ft3 4 Room dimensions Ceiings Condit. Option 8.2 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Clg Area Load (Btuh) Htg ClgEXPOSUREN0. Htg Clg (ft') Htg Clg ft2) Htg Clg ft2) Htg ft') 5 Gross a 14 4.6 2.1 999 160 w 72 0 112 0 Exposed b 12 2.9 1.9 971 0 0 56 0wallsandc133.2 1.2 330 0 partitions d 0.0 0.0 0"` 0 0 0 e f 0.0 0.0 0.0 0 0.0 0 O 0 R« 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 0 32 0 1183 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 0 0 0 Heating c 9C d 38.7 0.0 0 0 0:".. 0 0 0 0 0 0 0 e 0.0 0 0 0 00 00 00f0.0 0 7 Windows and North 20.4 42 849 0 0 0 0 0 0 0 0 0 0 glass doors Cooling NE/NW ENV 0.0 0""' 56.8 210 0 11919 0 7 0 381 0 0 32 1741 SE/SW 0.0 0 0 0 0 0 0 0""' 0 0 0 0"" 0 0South30.4 7""' 224 0""" 0 0"""' 0 0 0Horz0.0 0 0 0'"" 8 Other doors a 11 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 11 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 9 Net a 14 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 0exposedb12C2.9 1.9 876 2523 1703 0 0 0 0 0 0 56 0 176 0 66 0 0 0 0 0 walls and c 13C 3.2 1.2 330 1040 386 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 - 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C d 0.0 0.0 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 0 0 0 0 0f0.0 0.0 0 0 01 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 0Note: room b 19C 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PerimeterIsdispl. C d 0.0 0.0 0.0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 12 Infiltration a 26.01 8.3 297 7712 2479 7 182 581 0 0 01 32 831 267 13 1 Subtotal loss=6+8..+11+12 '"" 33017 1664 t««« 923 2745 Less external heating ""'" 0 0".. 0 0 Less transfer """ 0 0 0 0 14 Duct loss 100 3302 100 166 100 92 100 275 15 Total loss = 13+14 """" 36319 1830 1015 3020 16 Int. gains: People @ 300 7 2100 0 0 0 0 0 1 0 300 0 17 Appl. @ 1200 2 Subtot RSH gain=7+8..+12+16 «'"• 1800 27691 0 0 754 0 214 2473 Less """' 0 0 0 0externalcooling ,« Less transfer 0 0 0 0 18 19 Duct gain 10° Total RSH gain=(17+18)"PLF 1.00 2769 30460 100 1.00 75 830 100 1.00 21 235 100 1.00 247 2720 20 Air required (cfm) 1400 1400 71 38 39 11 116 125 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoft Right -Suite Residential^" 5.0.33 RSR26017 2000-Sep-22 10:00:26 Page 1ACCKE1Files\drhorton\228912289.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 1 MANUAL J: 7th Ed. Name of room UTIL 112 BTH FAM 31.0 ft KIT 9.0 ft2Lengthofexposedwall9.0 ft 5.0 ft 6.0 x 9.0 ft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 3 4 Room dimensions Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool 9.0 ft heat/cool 9.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Htg Clg Area ft) Load ( Btuh) Htg Clg EXPOSUREN0. Htg I Clg ft') Htg Clg (ft2) Htg Clg ft2) 5 Gross a 14 4.6 2.1 0 0 .... .... 31 1 81 0 Exposed b 12 2.9 1.9 0 40 ,•., ,..• 0 walls and c 13 3.2 1.2 72 0 ,""" «" 0 0 partitions d 0.0 0.0 0 0 0 0 e f 0. 0 0. 0 0. 0 0. 0 0 0 0 ..,. .... 0 0 6 Windows and a 1C 37.0 0 0 0 0 """ 0 0 0 53 0 1959 10 0 370 0 w glass doors b BC 37.0 0 0 0 0 0 0'""" 0 0 0 0 Heating c 9C 38.7 0 0 w"" 0 0 """" 0 0 0 0 d Is 0. 0 0. 0 00 0 0 .... 0 0 0 0 0 0 f 0.0 0 0 7 Windows and North 20.4 0 0 0 '""" 0 0 0 0""'" 0 0 10 0' 204 0 glass doors NE/NW 0.0 0""'" 0 0 0 0 0 0 53 2883 0 0 Cooling E/W SE/ SW 56. 8 0. 0 0 w•"" 000 0 0 0 0 South 30.4 0 0 0 ..., 0 0 0 0 0 0 0 0 0 0 Horz 0.0 0"""" 0 0""" 8 Other doors a 11 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 0 0 0 0 0 0 b 11 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 9 Net a 14 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 0 327 0 146 0 exposed and b c 12 13C 2. 9 3. 2 1. 9 1. 2 0 72 0 227 0 0 0 0 84 40 126 47 0 0 0 0 0 0 0 0 0 0 wallspartitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0. 0 0. 0 0. 0 0. 0 0 01 0 0 0 0 0 01 0 0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 282 478 628 210 0 356 0 467 0 b 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0. 0 0. 0 0. 0 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 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 0 233 0 0 0 Note: room b 19 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c d 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 12 Infiltration a 26.0 8.3 0 0 0 18 467 150 53 1376 442 10 260 83 13 Subtotal loss=6+8..+11+12 460 1063 """" 5806 1546 0 Lessexternalheating00 "*, 0 0 0 14 Less transfer Duct loss 10° 0 46 10° 106 .... 1169 10° 581 6386 10° 155 1700 15Totalloss = 13+14 506 16 Int. gains: People @ 300 0 0 0 0 0 4 0 1200 0 0 1 0 1200 17 App.. @ 1200 Subtot RSH gain=7+8..+12+16 1 600 0 684 """" ""'" 426 5685 2101 0 Lessexternalcooling0 ,... ;;;; 0 0 0 0 0 18 19 Less transfer Duct gain Total RSH gain=(17+18)"PLF 100 1. 00 0 ", R" 68100 .!" 43 753 1.00 469 100 1. 00 568 6253 100 1. 00 210 2311 20 Air required (cfm) 20 35 '""" 45 22 246 287 1 66 106 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. At:. wrlC j1'lt5oft Right•Suite ResidentlalTM 5.0.33 RSR26017 2000-Sep-22 10:00:26 ltE- C-NE:\Fi1es\drhorton12289\2289.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room OIN/LIV/FOY BR2 31.5 ft BR3 23.5 ft HALL BTH 5.5 ft1 2 Length of exposed wall 57.0 ft 20.0 x 19.0 ft 12.0 x 16.0 ft 12.0 x 15c ft 6.0 x 18.0 ft 3 4 Room dimensions Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool HTM Area dBth l Load l Area Load lHICgWH9CAread (Bt9OTYPE EXPOSURE NO HtgClg f HtgC9(ft)HIC9(f2 4. 6 2. 9 2. 1 1. 9 263 63 0 252 0 188 0 44 0 5 Gross Exposed a 14 b 12 walls and c 13 3.2 1.2 162 0 0 0 0 partitions d 0.0 0.0 0««."•" 0 0 0 f0. 0 0.0 0 a 1C 37.0 7o 2840 16 0 591 0 166 5911 0 fiWindowsandglass doors b 8C 37.0 0""„ 0 0 0 0""•• Heating c 9C 38.7 0 0 R„ 0 0 0 0 0 d0. 0 e 0.0 0 0 0 0 0 0 0 0 0 0 f0. 0 0 0 7 Windows and North 20.4 16 319 0 0 0 0 0 0 0 0 0 0 0 0 glass doors NE/NW E/ W 0. 0 56. 8 0""'" 54 0 3433 16 870 16 870 0 0 CoolingSE/ SW 0.0 0 0 0 0 0 0 0 R.., 0 South 30.4 7""" 224 0 0 0 0 0 0 0 Horz 0.0 0 0 8 Other doors a 11 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 c 11 18.9 10.0 0 0 0 0 0 0 0 0 0 0 00 0 0 9 Net a 14 4.6 2.1 201 48 926 138 414 93 0 236 0 680 0 459 0 172 0 495 0 334 0 44 0 127 0 86 exposed walls and b c 12 13 2. 9 3. 2 1. 9 1. 2 162 510 190 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 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 16 1.7 2.2 400 678 890 192 326 427 180 0 305 0 401 0 108 0 183 0 240 0 b c 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0. 0 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19C 1.1 0. 0 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter Isdispl. c d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 12 Infiltration a 26.0 8.3 97 2519 810 16[_415 134 16 415 134 0 0 0 13 Subtotal loss=6+8..+11+12 9473 w'R 2012 1807 0 310 0 Less external heating 0 10° 0 0 0 14 Less transfer Duct loss 100 947 201 10° 181 1988 100 31 341 15 Total loss = 13+14 10420 2213 16 Int. gains: People @ 1 300 0 0 0 0 0 0 17 1200 Subtot RSH gain=7+8..+12+16 6927 1890 1739 0 326 0 Less external cooling 0 0 p 0 0 0 18 Less transfer Duct gain 100 693 7620 100 1, 00 189 2079 10° 1. 00 174 1913 10° 1. 00 33 359 19 Total RSH gain=(17+18)"PLF 1R00 402 350 85 96 77 88 13 16 20 Air required (cfm) Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wriyhtsoft Right -Suite Residential" 5.0.33 RSR26017 2000-Sep-22 10:00:26 Page 3 4CZ` k E:1Filestdrhorton\228912289.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 MANUAL J: 7th Ed. 1 2 Name of room Length of exposed wall LOFT/BR5 12.0 ft BR4 41.0 ft Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 43 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) CIg Area Htg Clg Area Htg ClgEXPOSURENo. Htg Clg f) Htg Clg I ft) Htg 5 Gross Exposed a 14 b 12 4.6 2.9 2.1 1.9 0 96 0 328 walls and c 13 3.2 1.2 0 0 0partitionsd0.0 0.0 0 f 0.0 0.0 0 6 Windows and a 1C 37.0 16 591 32 1183 glass doors b 8C 37.0 0 0 0"." 0 0Heatingc9C38.7 0 0 0 0 Qd0.0 e 0.0 0 0 0 0 f 0.0 0 0 Q 0 7 Windows and North 20.4 16 326 0 0 0glassdoors Cooling NE/NW E/W 0.0 56.8 0 0 0 0 0 32 17410SE/SW 0.0 0 0 0 South 30.4 0 0 0 0 0Horz0.01 0 0 0 8 Other door., a 11 18.9 12.7 0 0 0 0 0 0 0 0 0 0b1118.9 12.7 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net exposed a b 14B 12C 4.6 2.9 2.1 1.9 0 80 0 230 0 156 0 296 0 852 0 575 walls and c d 13C 3.2 0.0 1.2 0.0 0 0 0 0 0 0 0 0 0 0 0 0partitions e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 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 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 19C 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0isdispl. for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 126.01 8.3 16 415 134 32 831 267 13 Subtotal loss=6+8..+11+12 1750 3458 Less external heating 0 0 14 Less transfer Duct loss 100 0 175 100 0 346 o 15 Total loss = 13+14 1925 3804 16 Int. gains: @ 3000 00 0 PPII• @ 1200App. 0 17 Subtot RSH gain=7+8..+12+16 1423 3049 Less external cooling 0 R,", 0 0Lesstransfer0 18 Duct gain 10° 142 10° 305 19 Total RSH gain=(17+18)"PLF 1.00 1565 1.00 3353 20 Air required (cfm) 74 72 147 1541 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtscaft Right -Suite ResidentialT" 5.0.33 RSR26017 2000-Sep-22 10:00:26 A 8-k E:1Fi1esldrhor1onk2289\2289.rsr Page 4 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9,22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 W S D W G L S S O N A S 0 O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 MN MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54A 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 O.0 WI 14 i1t50{ Right -Suite ResidentlalTM 5.0.33 RSR26017 2000-Sep-22 10:00:25 AcCA E:\Files\drhorton\2289\2289.rsr Page 1 B R4 a n w b c n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 ti vyr,9 1tSOft Right -Suite Residentlalm 5.0.33 RSR26017 2000-Sep-22 t0:00:25 A(CCk E:\Files\drTorton\2289\2289.rsr Page 2 3' to r v.vtRut . ns a a .a tR t. L' .xis s1 ar m n wct MAMcepRIDRooM m 10.10 .cd 0.6.0i.ctl 125 1•ce Gil IO 1 20 rr e.pfLep 42 A/C SLABLDRMINROMWALLt44mR I torn t1Ala ppi r. m I&KILYROOM 10.6 .ce 10.6 I.ceAS 295 N r r 6• RAti Iff ts _ V' 6•I 3' lath duct to rood caD 1 f°0 10.10 e.L 6• wS 35 ton ./Sw• e2e0. Iph A t0 18.13 yw. r pntrarn e 1 35 OPTIONAL t LoroDDIULn m n 11 tl 11 VII'/G 173OLB Iff 1• r ROM D b' 6' S' 4-f i i1G Ir 10.10 A.Ld e^ W.LG 12.6 I.cd ROoy 175 oe i 155 nL Must have a roninun clearance of 4 inches around the air hdr4AK per the State Energy Code. All duct has an r=6 i.SLA*tiOn vatue. MlQ -i I.• 1 i U O Z b C) Cq Z. Es o r 1 F- 0 O I = ON CU NCo0iQ cu J q N O G1 Rating z } 4 w > z I z o w F a7JO5QIma-J()oo IL CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: C 1 Z(,' 6' - Date: -' 2 -? - e The undersigned hereby applies 44 for a permit to install the following electrical: Owner's Name: ( 1 ` t,. f _1 Address of Job: r f< t ' z. —., 2 L 01 f )' Electrical Contractor. Residential: I- / Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential: AMP Service / 5 4- 5 c, New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number r , r 12 _ I I-r-15 C, - I `. rl 'r.l I I.'( It l I?. CI TY 01: SANFORD PLUMUING PERMI T APPLICATION f'r: mil U I he undersiyrled hetaby apples for a f,ennil to install Ilre following plurnbiny: Owners Name: Address of Job: Plumbing Contractor: ftesidenliel: Nun -Residential: Uditiw Iletaliun, ? I 1?c.;idenliel lr Nun Itesidenliaq New Vesidmit6 One VVa1_r Addilianal Wale( Closut ernnrercial: Mininwrn I'crittit Foe 325.UU Fluur ulain, 'flap 59vi:+r fipinc ---- Water f'i ,in Aan!,faclured ©uildir Iml of Word : ~ — I li:ation f= C:-------------_ JiAL UU[ Mount By signing thi; application 1 am stallny that I nn in cunrplianco willl oily of Sanfoltl piumbirlg Code. Applic-ald s Signature State License Number A.B. CDESIGN GROUP, INC. 1441 C.R. 4427 NQFn"H t_OfV0W000, F•LA. 32730 PH.- (407) 774-0076 PAX; (407) 774-4078 BAKERS CROSSING LOT# 31 2289"-R REVISED SQ,FTG, Y !. SQ-FT. CALC. S LIVING (15T.) 1372 SQ. FT. LIVING l2NDJ 912 SQ. FT. TOT. LIVING 2284 SQ. FT. ENTRY 32 SQ. FT. GARAGE 415 SQ. FT. PATIO C. SQ. FT. TOTAL 27,45 SQ. FT. z MAR 0 4 202 3/l/®2 kb-k 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 lug IIINIIN IN IN01INNOWI0N111M MACItrmvw NORBE, CLERK OF CIRCUIT COURT GINOLE COUNTY BK 04334 PO 1891 CLERK•9 # 2002B36673 RECORDED OeM/it'00E 12146129 PN RECORDING FEEB 6.00 RECOW BY L woodley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of propperty: Lot(s) 28, 29, 31, 35, and 37 Bakers Crossing Phase I Plat Book 60, Page(s) 27- 29, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Addre,§s: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy ofthe Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. U f by: ' ` ' 141U . Robert A. Lawson, AssistantSecretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of /-, b 200Z— by Robert A. Lawson, Assistant Secretary of Dn eR. Horton, Inc. a Delaware Corporation, oa fo t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid o Flo PATRICtA L. COULTON p TARY `vMyComm txp. 7/26/2002, a PUBLIC Wo, CC 762427 enortaly IGavm ( t OtAet I.D. P. NotarySeal CERTIFIED COPI NMRYANNr Ili:: RS St=.CCLERK 0' lJdiAfEJN1Y. V, 7 s d- IMPA t v , n. W vi- : R ,e. .d L ,5x T W T Z" .6T(N n,.W - h... 6 tliceb .t r. 4" 6 o f 1, F "'} i 4 ,WdLR :,4Ye" 'wm gym, M:.n a Px., R _ Qerc ~f ABOR,., q r nm Ti wr..,IFFZZ pbn ',a ai,rA ,m% is ""'.v>. ..: .x ",,,,, ry ;r,p.+e«,u. w•ivryw*n w+eww'yn .a+: fc.:',.. y.A4 eh xl.y,•I:. 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To be my lawful attorney in fact to act for me and The Building Dept. of: C j tj o Eay For a residential permit for work to be performed at: ly rj Lot # : " Subdivision :V `cross-,10 Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrum nt wa acknowledged before me this: Date:` " By: Richard B. Ladd ( Contractor ) Who is personally kno to mle. Stat, COu LoPATRICIA L. COULTON My Cmm E*. 712612002Y NQ. 762I ofPerscntlyKnorm [ 1 Other l.D. Notary Seal CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) Cl 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used In the structure. Bearing non -bearing inter and exterior. Show all components of wall section. e. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. Cl f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: - Garages/Carports : S.F. Porch(s)/Entry(s) -'" S.F. Patios)S.F. Conditioned structure S.F. Total (Gross Area)S•F• 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sonford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUU DER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beards - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE e SIGNATURE By Owner or Authorized Agent) E Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name , Address,Z-, City/State/Zip i)t2At"_,J Phone & Email INSTALLATION ADDRESS:' SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 71 `V_ Quarterly Payment Amount $" " First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result in the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip_ Phone & Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN JHE RELATIONSHIP OF THE PARTIES. W Apex Representative Signature Date @ Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may amtained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for 0 per quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatment may have and (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANC.O OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowEla co. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrieve, or advise DowElanco or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex in writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuet/or materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the provisions of the Uniform Arbitration Act as in force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or its designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators will be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis, and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties and no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of installation, terminate this Agreement and be relieved of any liability hereunder if Apex determines, in its sole discretion, that it is unable to prevent or stop further damage to Property from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately in writing to The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identified Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date. After this initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a $$0.00 transfer fee payable to Apex within 30 thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 r FO'M 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2M Address: City, State :.IN4U 6(ti 1 Owner: _D,a. \-I Qz_ Climate Zone: Central I . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SC/SHGC - single pane d. Tint/other SC/SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types it, Concrete, [tit Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A I I . Ducts a. Sup: Unc. Ret: Unc. AR: Interior b. N/A i Glass/Floor Area: 0.11 New Single family l 5 Yes 2284 ft' 259.0 ft' _ 0.0 t't' _ 0.0 ft' _ 0.0 ft' R=0.0, 161.0(p) ft R=11.0, 320.Oft' _ R=3.0, 835.0 ft' R=1 1.0, 876.0 ft' _ R=11.0, 330.0 ft' R=19.0, 1909.0 ft' Sup. R=6.0, 1.0 ft Builder: DR HORTON Permitting Office:_-+ `% to Ott TZ Permit Number: Jurisdiction Number: (o'-A I 12, Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Therniostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Total as -built points: 33160.00 PASSTotalbasepoints: 36844.00 Cap: 42.0 kBtu/hr _ SEER: 10.20 Cap: 42.0 kBtu/hr _ HSPF:7.50 _ Cap: 50.0 gallons _ EF: 0.86 I hereby certify that the plans and specifications covered Review of the plans and iiE s7 by this calculation are in compliance with the Florida specifications covered by this y04 A Fo Energy Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed DATE: CAI G t this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 f COr) compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: tt " j< [ DATE: EnergyGaugee (Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , a9zhT, IM., BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2284.0 42.08 17298.9 Single, Clear E 1.0 12.5 7.0 59.31 1.00 413.2 Single, Clear E 1.0 14.5 32.0 59.31 1,00 1890.1 Single, Clear E 1.0 14.5 53.0 59.31 1.00 3130.5 Single, Clear S 1.0 5.0 10.0 44.66 0.92 409.1 Single, Clear S 1.0 7.0 23.0 44.66 0.97 996.8 Single, Clear W 1.0 10.0 39.0 53.47 0.99 2074.2 Single, Clear W 1.0 11.0 7.0 53.47 1.00 372.5 Single, Clear W 1.0 3.0 8.0 53.47 0.86 366.3 Single, Clear E 1.0 6.0 16.0 59,31 0.97 919.3 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 9.0 32.0 53.47 0.99 1701.0 As -Built Total: 259.0 13628.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM - Points Adajcent 330.0 0.7 231.0 Concrete, Int Insul, Exterior 3.0 835.0 1.40 1169.0 Exterior 1711.0 1.90 3250.9 Frame, Wood, Exterior 11.0 876.0 1.90 1664.4 Frame, Wood, Adjacent 11.0 330.0 0.70 231.0 Base Total: 2041.0 3481.9 As -Built Total: 2041.0 3064.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 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 Points Under Attic 1809.0 0.60 1085.4 Under Attic 19.0 1809.0 1.10 1989.9 Base Total: 1809.0 1086.4 As -Built Total: 1809.0 1989.9 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 161.0(p) 31.8 5119.8 Slab -On -Grade Edge Insulation 0.0 161.0(p) 31.90 5135.9 Raised 320.0 3.43 1097.6 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 6217A As -Built Total: 4559.9 INFILTRATION Area X BSPM Points Area X SPM Points 2284.0 14.31 32684.0 2284.0 14.31 32684.0 EnergyGaugeQ DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Summer Base Points: 48457.6 Summer As -Built Points: 46931.7 Total Summer X System Points Multiplier Cooling Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Cooling Points 48457.6 0.3577 17333.3 46931.7 46931.7 1.000 1.00 0.975 0.975 0.334 0.334 1.000 1.000 15292.0 15292.0 EnergyGaugelm DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 2284.0 4.79 1969.1 Single, Clear E 1.0 12.5 7.0 9.96 1.00 70.0 Single, Clear E 1.0 14.5 32.0 9.96 1.00 319.7 Single, Clear E 1.0 14.5 53.0 9.96 1.00 529.5 Single, Clear S 1.0 5.0 10.0 7.73 1.02 79.0 Single, Clear S 1.0 7.0 23.0 7.73 1.00 177.8 Single, Clear W 1.0 10.0 39.0 10.74 1.00 418.7 Single, Clear W 1.0 11.0 7.0 10.74 1.00 75.2 Single, Clear W 1.0 3.0 8.0 10.74 1.02 87.7 Single, Clear E 1.0 6.0 16.0 9.96 1,01 160.8 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 9.0 32.0 10.74 1.00 343.5 As -Built Total: 259.0 2619.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adajcent 330.0 1.8 594.0 Concrete, Int Insul, Exterior 3.0 835.0 3.80 3173.0 Exterior 1711.0 2.00 3422.0 Frame, Wood, Exterior 11.0 876.0 2.00 1752.0 Frame, Wood, Adjacent 11.0 330.0 1.80 594.0 Base Total: 2041.0 4016.0 As -Built Total: 2041.0 5519.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 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 Points Under Attic 1809.0 0.60 1085.4 Under Attic 19.0 1809.0 1.00 1809.0 Base Total: 1809.0 1085.4 As -Built Total: 1809.0 1809.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 161.0(p) 1.9 305.9 Slab -On -Grade Edge Insulation 0.0 161.0(p) 2.50 402.5 Raised 320.0 0.20 64.0 Raised Wood, Adjacent 11.0 320.0 1.80 576.0 Base Total: 369.9 As -Built Total: 978.5 INFILTRATION Area X BWPM Points Area X WPM Points 2284.0 0.28 639.5 2284.0 0.28 639.5 EnergyGauge® DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6235.1 Winter As -Built Points: 10460.3 Total Winter X System = Points Multiplier Heating Points Total X Component Cap Ratio X Duct X Multiplier System X Multiplier Credit Multiplier Heating Points 6235.1 1.0730 6690.2 10460.3 10460.3 1.000 1.00 0.998 0.998 0.455 0.455 1.000 1.000 4750.1 4750.1 EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 17333.3 6690.2 12820.0 36843.5 15292.0 4750.1 13118.1 33160.2 PASS y yoev xE sTgT o ktH ,. u] i f14iN r EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1l8" 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. installed insideRecessedLightingFixtures606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. a A ee nrueo 00ecr'010T1X1= nn=e cl (RFC rmuct hp mat nr aYcppdpd by all residences.) COMPONENTS (SECTION REQUIREMENTS CHECK_ Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools i must have a pump timer. Gas spa & pool heaters must have a minimum thermal Iefficiencyof78%. __ Shower heads 612.1 I Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.3 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: 42.0 kBtu/hr _ 3. Number of units, if multi -family I - SEER: 10.20 _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes y 6. Conditioned floor area (ft') 2284 tl' c. N/A 7. Glass area & type v it. Clear - single pane 259.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/lir _ c. TinUother SC/SHGC - single pane 0.0 ft' _ HSPF: 7.50 d. TinUother SC/SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 161.0(p) ft ___. c. N/A b. Raised Wood, Adjacent R=11.0, 320.0ft' _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, [tit InsUI, Exterior R=3.0, 835.0 11' EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 876.0 ft' - b. N/A c. Frame, Wood, Adjacent R=1 1.0, 330.0 ft' 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, 1809.0 It' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts T PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, LO 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) 0, SHE sTg1 in this home before final inspection. Otherwise, a new EPL Display Card will be completedti based on installed Code compliant features. "" ' ,,__. gym, - ,• ..•...,. "'„ 0 Builder Signature: Date: t b R Address of New Home: ' _' t ,L v , _. = .f City/FL Zip >{..ft' 1 :_', t } MOOD WS4 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 EPA/DOE EnergyStar'Mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCNA-200) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House A: DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: DR HORTON Notes: DR HORTON--MODEL 2289 Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Inside db 322 °F Heating Summary Building heat loss 36319 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 36319 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft') 2284 2284 Volume (ft') 18742 18742 Air changes/hour 0.7 0.4 Equiv. AVF (cfm) 219 125 Heating Equipment Summary Make TRANE Trade Outside db Inside db 75 F Design TgD 18 OF Relative f umidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 30460 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 31306 Btuh Latent Cooling Equipment Load Sizing Internal gains 1610 Btuh Ventilation 2212 Btuh Infiltration 3692 Btuh Total latent equip. load 7514 Btuh Total equipment load 38820 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input 0 Stuh Efficiency Sensible cooling 10.2 EER 29050 Btuh Heating output 0 0 Btuh OF Latent cooling Total cooling 12450 41500 Btuh BtuhHeatingtempriseActualheatingfan1400cfmActualcoolingfan1400cfm Heating air flow factor 0.039 cfm/Btuh Cooling air flow factor 0.046 cfm/Btuh Space thermostat Load sensible heat ratio 81 Bold/lrallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t+ghtsoftwrRlght-Suite Resldential^^ 5.0.33 RSR26017 2000-Sep-22 10:00:25 Page I ACCK E:1Fi1es0horton\2289\2289.rsr AL RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.7 ach x 18742 ft3 x 0.0167 = 219 cfm 2. Winter infiltration load 1.1 x219 cfm x 32 OF Winter TD = 7712 Btuh 3. Winter infiltration HTM 7712 Btuh / 297 ft2 Total window = 26.0 Btuhlft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.4 ach x 18742 fta x 0.0167 = 125 cfm 2. Summer infiltration load 1.1 x125 cfm x 18 OF Summer TD = 2479 Btuh 3. Summer infiltration HTM 2479 Stuh / 297 ft2 Total window = 8.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0,68 x43 gr/lb moist.diff. x 125 cfm = 3692 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 30460 Btuh Sum of ventilation and structure loads = 31945 Btuh Rating and temperature swing multiplier x Equipment sizing load - sensible = 0.98 31306 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 3692 Btuh Equipment sizing load - latent = 7514 Btuh Construction Quality is: a No. of Fireplaces is: o Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvrig tjt50fC Right -Suite Residentiall' 5.0.33 RSR26017 2000-Sep-22 10:a00.25 ACCA E:\Files\d-rForton\2289\2289.rsr Page9 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 1 MANUAL J: 7th Ed. Name of room Entire House MBTH WIC MBR 14.0 ft2Lengthofexposedwall274.5 ft 20.0 ft 8.0 x 12.0 ft 16.0 ft 9.0 x 9.0 ft 16.0 x 15.5 ft3 4 Room dimensions Ceiings Condit. Option 8.2 ft i heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Htg ClgEXPOSURENO. Htg I CIg V) Htg Clg I ft') Htg Clg ft') Htg Clg ft') 5 Gross a 148 4.6 2.1 999 160 72 112 0Exposedb122.9 1.9 971 0 56 0wallsandc133.2 1.2 330 t 0 0 partitions d 0.0 0.0 0 0 0 0 0 e f0.0 0.0 0.0 0.0 0 0 0 0 0 6 Windows and a 1C 37.0 206 7614 7 259 0 0 0 32 0 1183 0 glass doors b 8C 37.0 53 1959 0 0 0 0;" 0 0 0;" w. 0 0 Heating c 9C d 38.7 0.0 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 20.4 42 849 0 0 0 0""" 0 0 0 0 0 0 glass doors C ooling NE/NW ENV 0.0 56.8 0""" 210 0 11919 0""`" 7 0 381 0 0 32 17A1 SE/SW 0.0 0 0 0 0 0 0 0"»" 0 0 0 0;;;; 0 South 30.4 7 224 0'""" 0•«.« 0 0 0 0 0Horz0.0 0 0 8 Other doors a 11 18.9 12.7 38 717 484 0 0 0 0 0 0 0 0 0 0 0 0 0 0b1118.9 12.7 0 0 0 01 0 0 0 01 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 9 Net a 148 4.6 2.1 835 3848 1719 153 705 315 72 332 148 80 369 165 exposed b 12C 2.9 1.9 876 2523 1703 0 0 0 0 56 0 176 0 66 0 0 0 0 0 0wallsandc13C3.2 1.2 330 1040 386 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 10.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16 1.7 2.2 1809 3068 4027 0 0 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0.0 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 0f0.0 0,0 01 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 161 4173 0 20 518 0 16 415 0 14 363 0 Note: room b 19C 1.1 0.0 320 364 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeterIsdispl. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 12 Infiltration a 26.0 8.3 2971 7712 2479 7 182 581 0 0 0 32 831 267 13 Subtotal loss=6+8„+11+12 33017 1664 923 2745 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10° 3302 100 166 92 10° 275 15 Total loss = 13+14 36319 1830 10° 1015 3020 16 Int. gains: People @ 300 7 2100 0 0 0 0 0 0 0 1 0 300 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 2 1800 27691 0 754 214 2473 0 0 0 0Lessexternalcooling Less transfer 0 0 0 18 19 Duct gain Total RSH gain=(17+18)"PLF 10° 1.00 2769 30460 100 1,00 75 8 100 1.00 21 211 10° 1.00 247 2720 20 Air required (cfm) 1400 1400 71 3308 39 11 116 125 Printout certified by ACCA to meet all requirements of Manual J 7th. Ed. ti wr ghtsoft Right -Suite Residential 5.0,33 RSR26017 2000-Sep-22 10:00:26 Page 1A_-ZK E:\Files\drhorton\2289\2289.rsr RIGHT-J WORKSHEET Entire HousetNr DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 1 r,". „- - - Name of room UTIL 1/2 BTH FAM KI I ft3ft9.0 ft 2 75 3 Lengthofexposed wall Room dimensions 9ft 6.0 x 9. Oft 5.0 x 9.0 ft 17.0 x 16.0 ft 10.0 x 20.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 9.0 ft heat/cool 9.0 ft heat cool TYPE OF CS HTM Area Load( tuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Htg Clg (ft) Htg Clg EXPOSURE NO. Htg Clg fill) Htg 11 CI9 (ft') Htg I Clg (ft') I 5 Gross a 14B 4.6 2.1 0 0 0 3111 R... 811 Exposed b 12C 2. 9 1.9 0 walls and c 13C 3.2 1.2 72 0 0 0 .... partitions d 0.0 0.0 0 0 0 ».,, 0 •••, e f 0.0 0. 0 0.0 0.0 0 0 0 0 ..., 0 .... 6 Windows and a 1C 37.0 0 0 0 0 0 ''•• 0 0 0 »»"" 53 1950 10 370 0 0 w*: glass doors b 8C 37.0 0 0 0 0 0 0" 0 0 0 0" Heating c 9C 38. 7 0 0 0 0 0 0 0 0 d e 0.0 0. 0 0 0"".. 0 0,".. 0 0 0 0 0 0 0 0 f 0. 0 0 0'""" 0 0 7 Windows and North 20.4 0 0 0 R 0 0 .«+ 0 0 0 10 «<' 0 0 200 0 glass doors NE/NW 0.0 56.8 0"""" 0 0 0 0 0 0 53 "»»» 2883 0 .""- 0 Cooling ENV SE/SW 0.0 0 0 0 0 0 0 0'»»• 0 0 South 30A 0"""" 0 0 0 0 :ems' 0 0 0 0 ""» 0 0 0 Holz 0.0 0 0 0 8 Other doors a 11 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0 0 0 0 0 0 0 b 11 18. 9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0. 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 258 1189 531 71 327 0 146 0 exposed and b c 12C 13 2. 9 3. 2 1.9 1.2 0 72 0 227 0 0 84 40 0 0 0 0 126 47 0 0 0 0 0 0 0 0 0 walls partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0. 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 0 0 0 0 0 0 282 478 628 210 356 0 0 0 467 0 b 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c d 0.0 0. 0 0.0 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 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 9 233 0 5 130 0 31 804 0 9 233 0 0 0 0 0 Note: room b 19C 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c d0.0 0. 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0. 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 12 Infiltration a 126. 01 8.3 0 0 0 18 4671 150 531 1376 442 10 260 83 13 Subtotal loss=6+ 8..+11+12 460 1063 ""»» »»»» 5806 1540 heating 0 Less external00 .... .,.. 0 0 14 Less transfer Duct loss 10° 46 10° 106 10 581 1169 """" """" 6386 10 155 1700 15 Total loss = 13+14 506 16 Int. gains: People @ 300 0 0 0 0 4 .... 0 0 1200 0 .... 0 1 0 1200 17 Appl. @ 1200 Subtot RSH gain=7+ 8..+12+16 1 600 0 684 "'"" 426 """" """" 5685 '""' "'" 21011 0 ;;;R 0 ,,,. ,,.. 0 .... :::: Less external cooling 00001819Less transfer Duct gain Total wain gain=(17+ 18)"PLF 10° 1.00 68 10° 753 1. 00 43 100"»»» 469 1. 00 568 10° »""» 6253 1. 00 210 11 230 20 Air required (cfm) 20 35 '""" 45 22 246 287 """" 66 106 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoFt Right -Suite Resldentlal7" 5.0.33 RSR26017 2000-Sep-22 10:00:26 Page 2 ACCK E: 1Fi1estdrhortonQ289\2289.rsr RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9,22.00 log COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 MANUAL J: 7th Ed. 1 Name of room DIN/LIV/FOY BR2 BR3 23.5 ft HALL BTH 5.5 ft 2 Length of exposed wall 57.0 ft 20.0 x 19.0 ft 31.5 ft 12.0 x 16.0 ft 12.0 x 15.0 ft 6.0 x 18.0 ft 3 Room dimensions 4 Ceiings Condit. Option 8.0 ft heat/cool ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) 9 Area Load (Bt) Htg CIgTYPEOFCSHTM EXPOSURE N0. Htg Clg ft') Htg Clg ft2) Htg Clg 9 263 63 252 180 44 0 5 Gross a 14E 4.6 2.1 Exposed b 12 2.9 1.9 walls and c 13C 3.2 1.2 162 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 f 0.0 0.0 0 6 Windows and a 1 C 37.0 77 2846 166 5911 l 16 5911 0 0 glass doors b 8C 37.0 0 0 0 0 0 0""" 0 0 Heating c 9C 38.7 0 0""" 0 0•"". 0 0 0 0 d e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0«„« 7 Windows and North 20.4 16 319 0 0 0 0 0 0 0 0 0 0 glass doors NE/NW ENV 0.0 56.8 0 54 0 3433 16 870 16....870 0 0 0CoolingSE/SW 0.0 0 0 0 0 0 0 0""" 0 0 0 0 0 South 30.4 7'"" 224 0""' 0 0 0 0 0 0 Horz 0.0 0 0 8 Other doors 1 18.9 12.7 20 378 255 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Tb1118.9 12.72 0 01 0 0 00 0 0 0 0 0 0 0 0 0 0 0.0 9 Net a 14B 4.6 2.1 201 926 138 414 93 0 236 0 680 0 459 0 172 0 495 0 334 0 44 0 127 0 86 exposed walls and b c 12C 13C 2.9 3.2 1.9 1.2 48 162 510 190 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16 1.7 2.2 400 678 890 192 326 427 180 305 0 401 0 108 0 183 0 240 0 b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 57 1477 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: room b 19C 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeterisdispl. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.01 0.0 12 Infiltration a 26. 88.3 97 2519 810 16 4151 134 161 415 134 0 0 0 13 Subtotal loss=6+8,.+11+12 9473 lR 2012 1807 0 310 0 Less external heating 100 0 0 0 0 0 0 14 Less transfer Duct loss 947 201 10° 181 10° 31 341 15 Total loss = 13+14 10420 10° 2213 1988 16 Int. gains: People @ 00 1 300 0 0 0 0 0 0 0 0 17 pP • @ 1300 Subtot RSH ain=7+8..+12+16g 6927 1890 1739 0 6326 0 Less external cooling 0 0 0 0 0 0 18 Less transfer Duct gain 100 693 7620 10° 1.00 189 2079 10° 1.00 1131988 10° 1 00 33 31619TotalRSHgain=(17+18)'PLF 1.00 402 350 85 961""" 77 88 13 16 20 Air required (cfm) Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wrl jHt5o•Pt Right -Suite ResidentlalT" 5.0,33 RSR26017 2000•Sep•22 10:age3 ACCGta E:tFi1es%drhorton\2289\2289.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 MANUAL J: 7th Ed. 1 2 Name of room Length of exposed wall LOFT/BR5 12.0 ft BR4 41.0 ft 3 Room dimensions 12.0 x 19.0 ft 19.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Stuh) Htg CIg Area Htg Clg Area Htg ClgEXPOSUREN0. Htg Clg ft) Htg Clg ft') I I 5 Gross Exposed a 14B b 12 4.6 2.9 2.1 1.9 0 96 328 walls and c 13C 3.2 1.2 0 0 0partitionsd0.0 0.0 0 0e f 0.0 0.0 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 16 591 322 11830 R. glass doors b 8C 37.0 0 0 00 00Heatingc9C38.7 0 0 0 0 w, d 0.0 0 0 f 0.0 0 0 7 Windows and North 20.4 16 326 0 0 0glassdoors Cooling NE/NW E/W 0.0 56.8 0 0"'" 0 0 0 32 1741 SE/SW 0.0 0 0 0 0 South 30.4 0 0 0 0 0Horz0.0 0 0 0 8 Other doors a 11 18.9 12.7 0 0 0 0 0 0 0 0 0 0b1118.9 12.7 0 0 0 0 0 0 0 0c0.0 0.0 9 Net exposed a b 14B 12C 4.6 2.9 2.1 1.9 0 80 0 230 0 156 0 296 0 852 0 575 walls and c d 13C 3.2 0.0 1.2 0.0 0 0 0 0 0 0 0 0 0 0 0 0partitions e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16C 1.7 2.2 228 387 508 209 354 465 b 0.0 0.0 0 0 0 0 0 0 c 0.0 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 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 Note: room b 19 1.1 0.0 111 126 0 209 237 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl, for slab d a 0.0 0.0 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 121 Infiltration a 126.0 1 8.3 161 415 134 32 831 267 13 Subtotal loss=6+8..+11+12 1750 3458 Less external heating 0 0 14 Less transfer Duct loss 10° 0 175 10° 0 346 15 Total loss = 13+14 1925 3804 16 Int. gains: People @ 10 300 0 0APP . @ 1300 17 Subtot RSH gain=7+8..+12+16 1423 3049 R"« Less external cooling 0 M 0 0 www" 18 Less transfer Duct gain 100 0 142 100 305 19 Total RSH gain=(17+18)'PLF 1.00 1565 1.00 3305 20 Air required (c m) 741721'""" 147 154 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtSoTt Rlght-Suite ResidentlalTM 5.0.33 RSR26017 2000-Sep•22 1Pa0e 4A&8k E:\Fllesldrhortont2289\2289.rsr 9 RIGHT-J WINDOW DATA I DEL AIR HEATING,AIR CONDITIONING,R Job: 2289 9.22.00 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phone: (407) 831.2665 W S D W G L S S 0 N A S 0 0 W C W S N K I A L 0 T H V G N H V V H H N H D Y R L A Z W R A H L G C E M D G Z L 0 R X R Y G T T M A R A R N/ L MBTH a n e a c n 0 d 1 1 90 1.0 1.0 9.5 3.0 54.4 7.0 0.0 MBR a n e a c n 0 d 1 1 90 1.0 1.0 9.5 5.0 54.4 32.0 0.0 UTIL 1/2 BTH FAM b n e a c n 0 d 1 1 90 1.0 1.0 6.5 8.0 54.4 53.0 0.0 KIT a n s a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 30.4 10.0 10.0 DIN/LIV/FOY a n s a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6 a n w a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 54.4 39.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 4.0 7.0 87.4 7.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 2.0 87.4 8.0 0.0 BR2 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 BR3 a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 HALL BTH LOFT/BR5 a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 16.0 0.0 ti wrights oft Right -Suite Residential* 5.0.33 RSR26017 2000-Sep-22 10:00:25 AC,(`k E:\Files\ r orton\2289\2289.rsr Page 1 B R4 a n w b c n 0 d 1 1 90 1.0 1.0 4.0 5.0 54.4 32.0 0.0 wCightSo t Right -Suite ResidentlaM 5.0.33 RSR26017 2000•Sep•22 10:00:25 ACCK E:\Files\drTorton\2289\2289.rsr Page 2 r i- A.r0.LC .000S co.1 tO Tww 1. v Ti .C l slrc ar ao-r 3'1. hect to r r cep mmymy 10.10 IKe 10.6 lace .0 6. 125 ce118.. 135f1ICf.. IKO L xr.r e..ctr— 42X42 A/C SLAB BY BLDR MIN orl. a oml x r.o 2' FROM WALL `,%fryr coo LAI4CEm 5 T7umY900at a12.12 .KO I265 1. N — i. 3. Ism auc b• t. roof c. fan Ie rap 10.10 .K. 105 ' ; 35 ton ./%. e24D. Iph t. 18.13 p1.n2.>•l. R^0 r pt.t — by C 12 IN 0 .Ke e. D3X= 175 10• 14 ImOM 7• 4 b' b' c ..g w• eau LGiw t1 PDYF2 11 LK Oa_\R_l_r... Fip Kd 175 a..l9 a "A p 10.6 Ke ID.6 1Ke R i• b• ILALL10• a . t 1 4 ID• i' A 10. 6 1.ce 10.6 l n 35' 0rno" Al. Lo DDWtly n uur 71C 12. 6 1 os--- 155 Most have a nfri h ctearance or 4 inches ara.nd the air 1101-Idler per the State Energy code. All duct has an 1=6 'v+sulation vogue. T m Rating 4 I rU iJ Q1 oa Co v v Q g S r N in Z ON W 0 Z O cj o 0 o IN cU N CD (U J of O A A (U Z o } N_ m Lu • • > Z 0 Z p tiJ O J O Q CD J(n0 Most have a nfri h ctearance or 4 inches ara.nd the air 1101-Idler per the State Energy code. All duct has an 1=6 'v+sulation vogue. T m Rating 4 I rU iJ Q1 oa Co v v Q g S r N in Z ON W 0 Z O cj o 0 o IN cU N CD (U J of O A A (U Z o } N_ m Lu • • > Z 0 Z p tiJ O J O Q CD J(n0 Z O cj o 0 o IN cU N CD (U J of O A A (U Z o } N_ m Lu • • > Z 0 Z p tiJ O J O Q CD J(n0 PLOT PLAN A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS; COMMENCE AT THE WEST 1/4 CORNER OF SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST; THENCE N 00'2529 E (ASSUMED BEARING) ALONG THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 18, A DISTANCE OF 809.51 FEET; THENCE DEPARTING SAID WEST LINE ON A BEARING OF S 89'34'31" E A DISTANCE OF 1019.17 FEET TO THE POINT OF BEGINNING; THENCE N 00'42'26" E A DISTANCE OF 110.00 FEET; THENCE S 89'17'34"E A DISTANCE OF 50.00; THENCE S00'42'26' W A DISTANCE OF 110.00 FEET. THENCE N89'17'34"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. NOTE: WE 00 NOT ACCEPT RESPONSIBILITY FOR ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED PLAT THAT THIS PLOT PLAN IS BASED ON. MINIMUM LOT WIDTH 50' FRONT: 25' REAR: 20' SIDE: 5 CORNER: 15' FLOOR SLA:! ELEVATION MUST BE 1 r;l: f,I T,oGow OF _ . r, UNLI21-0 1.. .. ROVED - POINT OF BEGINNING1019,17' 89 lM1'31" E r_ rn a i., c POINT OF . COMMENCEMENT WEST 1/4 CORNER OF SECTION IS' TOWNSHIP 20 SOUTH. RANGE 31 EAST PREPARED FOR: D.R. HORTON THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. AI_L BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE NORTHWEST 1/4 OF SECTION 1R-20S-31E BEING NOO'2529"f FIELD DATE ) SCALE--1 30 FEET APPROVED BY: EEC ,. REVISED: 50. 00' S89'17'34"E LOT 31 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 1787 SQUARE FEET t TOTAL CONCRETE 610 SO. FT. t TOTAL SOD 3103 SQ. FT. t LOT 31 IDRAINAGETYPEA F- I 1 A/CP`A11 40 00 40 00' PROPOSED MODEL 2289 FINISHED FLOOR CV SoELEVATION= 42.5 V Q 4L00' n d a O o Q 5 33 inIS0(1' I96/' 5.0' 5.0' - OR4 VF N--- rn l0' UTill TY EAS MENT:- N89'17'34"W 50.00' ry, 0I LOT 32 27 7C,4'(C) ; 170.96' (C) '1 589'17 }M1"E (C) 446.60' (C) V - - TRACT A BELGIAN WAY 50' RIGHT OF WAY OF (PROPOSED) BAKERS CROSSING PHASE 1 LEGEND BUILDING, SFTRACK LINE POB POINT ON BOLINOAPI CFN TERI INC PCC POINT OF COMPOUND C.GVA TURF RIGHT OF WAY UNE POC POINT ON CURVE PROPOSED f1.FVATION OR PD OFFICIALRECORD PLANNED DEVELOPMENT PROPOSFO DRAINAGE FLOW L\ DENOTES DELTA ANGLE CONCRETE L C.B. DENOTES ARC LENGTH DENOTES CHORD BEARING LB LA1J0 SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI F'RC DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASUPED COW CONCRETE BLOCK WALL FIND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD 5q FT. SOUARE FEET AMERICAN SURVEYING & MAP CERTIFICATION OF AUTHORIZATION NUMBER 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 41 PC 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A, VLORIDA LICENSED SURVEYOR AND MAPPER. J(;B N0. __ASM32942 DRAWN BY _---------. PLOT PI -AN 12-19-01 FOR THE COLE, P ;M b4403 DATE MiTeke December 12, 2001 MiTek Industries Inc 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 Phone (954) 680 6909 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 2000 software. Pages or sheets covered by this seal : I1609467 thru I 1609498. Total : 32 drawings. Job DR2289A Builder D.R. HORTON Location BAKERS CROSSING, LOT 31 County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include Junaidie Budiman, PE 1) 32 Truss drawing. 2) Truss Index. December 12, 2001 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2289A w Trusses included=32 0,"\DR2289A\a.tre" 11609467 i-'\DR2289A\a1.tre" 11609468 2,"\DR2289A\all.tre" 11609469 3,"01R2289A\ala.tre" 11609470 4,"\0R2289A\a2.tre" 11609471 5,"\DR2289A\a7.tre" 11609472 6,"\0R2289A\a9.tre" 11609473 7,"\DR2289A\agab.tre" 11609474 8,"\DR2289A\b.tre" 11609475 9,"\DR2289A\b1.tre" 11609476 10,"\DR2289A\bb.tre" 11609477 11,"\0R2289A\bbgab.tre 1 1609478 12,"\DR2289A\bgab1,trE 1 1609479 13,"\DR2289A\e.tre" 11609480 14,"\DR2289A\egab.tre" 1 1609481 15,"\DR2289A\fl8.tre" 11609482 16,"\DR2289A\fl9.tre" 11609483 17,"\DR2289A\f23.tre" 11609484 18,"\DR2289A\f23a.tre" 11609485 19,"\DR2289A\ff19.tre" 11609486 20,"\DR2289A\fgl9.tre" 11609487 21,"\DR2289A\fg23.tre" 1 1609488 22,"\DR2289A\fg23a.tre 1 1609489 23,"\0R2289A\j.tre" 11609490 24,"\DR2289A\k.tre" 11609491 25,"\DR2289A\ka.tre" 11609492 26,"\DR2289A\1.tre" 11609493 27,"\0R2289A\1a.tre" 11609494 28,"\DR2289A\m.tre" 11609495 29,"\DR2289A\ma.tre" 11609496 30,"\DR2289A\mt.tre" 11609497 31,"\0R2289A\s.tre" 1 1609498 V No. 45161 'ks MATE OF November 1, 2001 AWARNINO - VerW design parartseters and REAL? NOTES oN Tmis AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of bulkding designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erectot. AddlWnal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance tegalding fabrication, qualify control, storage, delivery, erection and bracing, consult CST-88 pualtly Standard, OSS-69 &toeing Specification, and HIB-91 Handling Installing and Uoeing Recommendation available from Truss Plate institute, 563 D'Onoftlo Delve. Madison, WI53719, MiTeks Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. O Q 0 For 4 x 2 orientation, locate plates I/a' from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gong-Nail Joint/Plato Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 V/ISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. N MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(' 6° from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. t 1993 Mitek Holdings, Inc. ` FORM018,019 HYDRO -AIR s fTo 1 russ Truss Type JUNAIDIE BUDIMAN PE #45161 Y Y TON 16472 Segovia Cir. N. 11609467 DR2289A A ROOF TRUSS Pembroke Pines, A 33331-4627 3 1 optional) s Aug 22 2001 MiTekn us ries, Inc. Thu Nov age r 1-0-0 6-1-4 11-8-0 17-2-13 + 23-4-0 1-0-0 6-1-4 $.6-12 5.6-12 6.1-3 t Scale = 1:43.0 06 = 4 6.00 12 2x4 \\ 2x4 3 5 ii 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-11-8 15.4-9 23.4-0 7.11-8 7-5-0 7-11-7 PTale ffsets -- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC ILL Min I/defl = 360 Weight: 105 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 7 5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8 5 3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1081/0-4 0, 2=1172/0 4.0 Max Horz 2=151(load case 3) Max Uplift6=-440(load case 4), 2=-548(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1-2=17, 2-3=-1703, 3.4=-1476, 4 5=-1476, 5 6= 1702 BOT CHORD 2.8=1510, 7-8=1035, 6-7=1509 WEBS 3-8= 355, 4 8=534, 4 7=533, 5-7=-354 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 6 and 548 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard E 13 Irl r No.451&i L y;A%.40 November 1,200 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVSRSX SIDE BEFORE. USE. Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppllcobllBy of design parameters and proper Incorporation of component is responsibility of bultcting designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during conslrucllon Is the responsibility of the wectot. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. Far genotal guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Qualtly Standard, OSI.89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 O'Onof to Drive, Madison, WI 53719. WWI Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l , Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac3 other, WEBS J5 a:3, Place plates on each face of truss at each For 4 x 2 orientation, locate o h e , ; Q joint and embed fully, Avoid knots and wane plates /s"" from outside edge of o CL y v = at joint locations. truss and vertical web. o a o 4 Unless otherwise noted, locate chordsplices at j /4 length(+ 6" from C, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/PHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15, Care should be exercised in handling, TM PANEL erection and installation of trusses, - 1993 Mitek Holdings, Inc. CLIP FORM01e, 019 GA"'G """` ® HYDRQ+AIR® Job Truss Truss Type JUNAIDIE BUDIMAN PE #45161 Qty Ply H OR2289lf Al ROOF TRUSS 16472 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1 1 1160946toptional) ACCLI-SPAN, LONGWOODI e n ustn m, Inc. 4.201 1 s un 2 2001 MiTek Industries, Inc. u Nov 01 1 :19:00 200 1-0-Q 6-2-12 11-8-0 19-5-12 23-4-0 1-0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:41 5x6 11 4 6.0o(1F 2x4= 3 2x4 11 5 c N6 2/ t 4 403.00F1_2 0 3x4 5x6= 3x4= 9-10-0 19-4-0 23-3-0 230-0i __ 9-10-0 9-6-0 3-11-0 0-1-0 late ffsets (X, 14:0-2-8 0-1-151 LOADIN(Ipsf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.50 7-8 >457 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 7 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 104 lb LUMBER BRACING TOP CHORQ2 X 4 SYP No.2D TOP CHORDSheathed or 3-9-15 oc purlins. BOT CHORD2 X 4 SYP No.2D BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2 Rows at 1/3 pis 4-7 REACTION$b/size) 6=7/0-3-0, 2=957/0-4-0, 7=1293/0-4-0 Max HOrR=149(load case 3) Max UpliB=-97(load case 5), 2=453(load case 4), 7=-570(load case 4) Max Grab=111(load case 6), 2=957(load case 1), 7=1293(load case 1) FORCES(lb) - First Load Case Only TOP CHORDI-2=16, 2-3=-2259, 3-4=-1612, 4-5=394, 5-6=363 BOT CHORC2-8=2060, 7-8=938, 6-7=-321 WEBS 3-8=-565,4-8=1143,4-7=-1590,5-7=-421 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chard dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposureCASCE7-93 SBC/ANSI95 If they to If Ifperendverticalsexist, are not exposed wind. cantilevers exist, they are exposed to wind. porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity rapacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 6, 453 lb uplift at joint 2 and 570 lb uplift at joint7. 5)This truss has been designed with ANSI/fPI 1-1995 criteria. p ^ LOAD CASE(S$tandard `pi 13 No. 4 $161 ; ,k RT•AT OF 4V AWARMHG - verVy design parameters and READ NOTES oNTms AND REVERSE s[DE BEFORE USE. M! @ Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. ApplicabBlty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. AddBlonal temporary bracing to Insure slablllly during construction is the responsibility of the elector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guldonce regarding fabrication, qualify control, storage, delivery, election and bracing, consull CST-66 CualRy Standard, OSS-69 Bracing Spee tcatlon, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 643 D'Onofrlo Dilve, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 1 i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, T O 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 K 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1 /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puffins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. FORM018,019 G""'G-NA L ® /1/yDRO.AIR Jot) truss iDR2289A ' IA11 5-9-4 I russ I ype JUNAIDIE BUDIMAN PE #45161 dty rty ROOF TRUSS 16472 Segovia Cir. N. 1 1PembrokePines, FI 33331-4627 5-2-12 1-4-1 52-12 4x6 = 4x6 = 4 5 11609469 stnesJn—c. Th—uNo—v01 12:30:42 2061-FageT- 23-4-0 5-9-3 Scale = 1 41.9 3x4 11 10 9 6 3x4 =_ 2x4 :.... 3x4 -- 5x6 = 2.4 ':.I 5-9-4 11-0-0 12-4-1 17-6-13 23-4-0 5-9-4 5.2-12 1-4-1 5-2-12 5-9-3 LOADING (psf) SPACING 2 0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) 0.07 10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) 0.12 10 11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC ILL Min I/defl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4 5 10 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8.1 14 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=1079/0 4 0. 2=1175/0 4 0 Max Horz 2=145(load case 3) Max Uplift7= 437(load case 4). 2= 551(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=34, 2 3=-1937, 3 4= 1357, 4 5= 1139, 5-6= 1358, 6 7= 1950 BOT CHORD 2 11=1639. 10 11=1639. 9 10=1139, 8 9=1653.. 7 8=1653 WEBS 3 11=133, 3-10= 579, 4 10=338. 5 9=341, 6 9= 595, 6-8=141 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level. using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 rni from hurricane oceanline, on an occupancy category I. condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33. and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 lb uplift at joint 7 and 551 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard BO No.451E1 0 STAFF OF = r4 coa' November 1,200 l&'r` tUNING' - 1,Wifg ad sage Pami saetcns and READ MfYAES ON THIS AND REVERSE SIDE d7l.;Ft.}RE USE, Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown. and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and pioper Incorpotallon of component is responsibility of building designet - not truss designer. Bracing shown is lot laletot support of Individual web membea only. Additional temporary btacing to Insure stability during construction Is the responsibility of the etectot. Additional permanent bf'acing of the overall structure is the responsibility of the building designer. For general guidance 1egard1ng fabricatlon, quality control. storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Spectticatlon, and NIB-91 M iTG k° Handling Installlnq and Bracing R*comm*ndaHon available from Truss Plate Institute, 583 D'Onofrlo Dive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS4X4perpendiculartoslots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018,019 Z'-® HYDROS/R U General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully, Avoid knots and wane 0 at joint locations, a 4. Unless otherwise noted, locate chord splices o at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements, 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. 41 Job- Truss Truss Type JUNAIDIE EiUDIMAN PE #451G1 Qty Ply HORTON - 16472 Segovia Cir. N. 11609470 DR2289A •AtA ROOF TRUSS Pembroke Pines, FI 33331-4627 6 1 I _ optional_ ACCU--SPAN, LONOW- 00D, FL, MiTek Industries, Inc. 4.201 SR-1 s Jun 28 2601 fv Tek Industries, Inc_ Thu Nov01 16:19:22 2001 f 1-0-06-2-12 11-8-0 - 19-5-12 23-4-0 1- 0-0 6-2-12 5-5-5 7-9-12 3-10-4 Scale = 1:41 I 5x61i 4 I 600fz \... 3 2. 4 5x8 N z \. 3. 06 7 j J 3x6-- 5x6 --- 3x4= 9- 10-0 19-4-0 23-4-0 9- 10-0 9-6-0 4-0-0 Plate Offsets Y 4 0-2-8 0-1-15] - - -- LOADINQpso SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) -0.18 8 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.63 7-8 >439 BCLL 00 Rep Stress Incr YES WB 0.57 Horz(TL) 0.17 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight. 104 lb LUMBER BRACING TOP CHORC2 X 4 SYP No 2D TOP CHORDSheathed or 3-1-9 oc purlins. BOT CHORCP X 4 SYP No 2D BOT CHORDRigid ceiling directly applied or 5-7-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at mldpt 4-7 REACTION b/size) 6=1081/0-4-0. 2=1 172/0-4-0 Max Hong=149(load case 3) Max UpliB=-440(load case 4), 2=-548(load case 4) FORCES[ Ib) - First Load Case Only TOP CHORDI-2=16. 2-3=-3138, 3-4=-2516, 4-5=-1872, 5-6=-1927 BOT CHORIP-8=2861, 7-8=1585, 6-7=1701 WEBS 3-8=-532, 4-8=1533, 4-7=173, 5-7=-356 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber COL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 lb uplift at joint 6 and 548 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. I I LOAD CASE(S$tandard No. 4 5161 STATE OF w L j Exam fa. iEt.^ VVG' - VerffY d& igr" e+<are meicrs cl rid RFAi;.} 7Vt': TF:4 C?[9"THIS AND Py,VEdr. Y .s"xt'E7Ek6Ek`t3RE U.&E,. Design valid for use only with MiTek conneclors. This design is based only upon parameters shown, and Is for an Individual building component to be Installeci and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designee. Bracing shown 6 for bletal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional petmanent btbcing of the overall structure Is the responsibility of the building designer. for general guidance --- regaiding labiloation, quality control, stotage, delivery, etectbn and bracing, consult OST-88 Quality Standard, DSB-69 Bracing Specification, and HIB-91 MiTek° dHandlingInstallingandBracingRecommenationavallablefromTrussPlateInstitute, 583 D'Onotilo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 10, 13/14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 plates I/s" from outside edge of a truss and vertical web. 00 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-NailJoint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-NBEARING Indicates location of joints at which bearings (supports) occur. MiTeko Col L'AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury i . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. , FORM018,019 HYDRO -AIR 1160947 r" JUNAIDIE BUDIMAN PL= 945161 I DR2289A iA2 I ROOF TRUSS 16472 Segovia Cir N Pembroke Pines, FI 33331-4627 6-2.12 11-84 1-0-0 6-2.12 5-5-5 5 11 optional) 4.201 SR1 s Jun 28 2001 MiTek In 19-8-t 8-0-0 5x6 3x4-- 3x4 9-10-0 __ L. 19-8-0 9-10-0 9-10-0 LOADINCJpsf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) -0.12 7 >999 M1120 249/190 TCDL 7 0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.54 6-7 >429 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.14 6 n/a BCDL 100 Code SBC/ANSI95 1st LC LL Min I/deFl = 360 Weight: 93 lb LUMBER BRACING TOP CHORC2 X 4 SYP No 2D TOP CHORDSheathed or 3-8-0 oc purlins, except end verticals. BOT CHORI X 4 SYP No.21D BOT CHORDRigid ceiling directly applied or 5-9-5 oc bracing. WEBS 2 X 4 SYP No 3 WEBS 1 Row at midpt 4-6 REACTION b/size) 2=1001/0-4-0, 6=910/0-4-0 Max Hor2=229(load case 3) Max Upli(t=-472(load case 4). 6=-376(load case 4) FORCI Ib) - First Load Case Only TOP CHORD]-2=16, 2-3=-2439, 3-4=-1797, 4-5=0, 5-6=-291 BOT CHOREP-7=2224, 6-7=1070 WEBS 3-7=-558, 4-7=1224, 4-6=-1299 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 472 lb uplift at joint 2 and 376 lb uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S$tandard Scale = 1 3515' t : No. 4 5161 O STATE OF s1V1• WAFt-7@7N - Verift' design panim4trrz ores: READ NOTES ON TTTT:S AND REVEWSE ST DE BEFORE USE. iiiiiiiiiiitr ®R Design valid lot use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Inslalled and loaded vertically. Applicability of design parameters and proper Incotporatlon of component is responsibility of building designer - not trues designer. Bracing shown is lot lateral support of Individual web membets only. Additional temporary braoing to Insure stability during constwctlon is the responsibility of the eiectot. Additional permanent brboing of the overall structure is the responsibility of the building designer. For general guidance tegaiding fabtk:ation. quality control, storage, delivery, eteclion and bracing, consult CST-88 Cuaitly Standard, DSB-89 Bracing Specification, and HIB-91 MiTekHandlingInstallingandBracingRtcirnmendatlonavallabieliomTrussPlateInstitute, 583 D'Onoftlo Drive, Madison, Wi 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T D Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of n0trussandverticalweb, 1' This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeko General Safety Motes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations, as 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % of time of fabrication, TM PANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, O 1993 Mitek Holdings, Inc. r FORM018,014 HYDRO -AIR LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1 4= 74.0. 4 6= 160.3. 6 8= 74.0, 2 11= 20.0, 9 11=-43.3. 8 9=-20.0 Concentrated Loads (Ib) Vert: 11= 603.2 9= 602.7 JOD 1 russ i russ type JUNAIUIE BUUIMAN Piz 945161 f, 16472 Segovia Cir. N. DR2289A A7 ! ROOF TRUSS Pembroke Pines, FI 33331-4627 ! 1 CCU SPAN. LONGWOOD. FL- _ ---- - - - -4.201 SR1SAu 1-0-0_- 3-9-4 7-0-0 11-8-0 1M 394 3212 480 . 5x8 2x4 ',.. 4 5 11609472 1I i (optional)_ 2 20071G1iTerIndustries, Inc. Thu Nov I2To0 del2001 -Page 1- I6-4-1 19 6 13 ,... _ 23-4-0 4 8 0 3 2 12 3-9-3- Scale = 1:41.5 5x8 =_ 6 3x8 =- 11 10 9 3x8 = 3x4 = 5x8 -.= 3x4 7-0-0 11-8-0 23 4 0 7-0-0 4-8-0 4-8-0 6-11-15 Mate Offsets (X Y): 2 0 8 8;0 0 10]; j4 0 2 0;0 2 12]:=jb.0 1-2 12LL 6 TO 0-I 151. [8 0 $ 8,0 0 fOJ, [9 O I 15,0 1 81 [IO:G-- 2V00 301 LOADING ( psf) SPACING 2 0 0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) 0.22 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) 0.29 10 11 >956 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.11 8 n/a BCDL 10 0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 122 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 3 0 13 oc purlins. 4 6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4 3 14 oc bracing. BOTCHORD2X4SYPNo.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 8=2193/0 4 0. 2=2284/0 4 0 Max Horz 2=109(load case 3) Max Uplift8= 1184(load case 4), 2= 1292(load case 4) FORCES ( lb) First Load Case Only TOP CHORD 1 2=17. 2 3= 4228, 3 4= 4058. 4 5= 4347, 5 6= 4347, 6 7= 4056. 7 8= 4225 BOT CHORD 2 11=3728. 10 11=3677, 9 10=3676. 8 9=3724 WEBS 3 11= 95, 4 11=815. 4 10=837. 5 10= 810. 6 10=839. 6 9=814. 7 9= 92 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1184 lb uplift at joint 8 and 1292 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1 1995 criteria. 6) Girder carries hip end with 7 0 0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 602.71b down and 724.81b up at 16 4 1, and 603.. dd 725OIb 7 0 gne own an.up at - -0 on bottom chord. Design for unspecified connections) is delegated to the buildin; desi ner. NO, 4 5161 j STATE OF November 1,200 4, AEUN1,N' - V,(N design. paxr`tsrne Ee.rwmnd .t EA111 .NOTES ONd'x HTSt ' ;#MD iv"EiFl: RSF'' ,STt' E 1. FFOR.8' USK" wCi) Design valid tot use only with MlTek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded verlieaily. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Biacing shown Is for lateral suppott of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structwe Is the responsibility of the building designer. for general guidance regarding fabrication, quality control, storage, dellveiy, erection and bracing, consult OST-88 Oualtfy, Standard, DSB-89 Bracing Specification, and HIS-91 M iTek ' gHandlingInstallinandBracingRemcommendationavailablefroTrussPlateInstitute, 583 D'Onofrio Dilve, Madison, Wi 53719. Symbols PLATE LOCATION AND ORIENTATION i 3/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 a For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it J8 J7 Js JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4. perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCi 87206, 86217, 9190 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3, Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations. as 4. Unless otherwise noted, locate chord splices o at 314 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Mi! MiTek° TM PANEL CLIP FORM018,019 MYORQ AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses ore the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 7o13 -Truss 'Truss Type -----------Q-ty- ---Ply 140RTGN ----..__- - ._.___- -- JUNAIDIE BUDINIAN PE #45161 16472 Segovia Cir N I 11609473 1 DR2289A A9 ROOF TRUSS 1 1PembrokePines, FI 33331-4627 o tlOnal ' p - -- ACOU SPAN, C-6NGWOOD, F< - 20 1 1silug 22 001 IG1iTleli IndusE ies nc Fiu Nov OT12 5 45 0(i age 1 - 1-0-0 4-9-4 9-0-0 14-4-1 18-6-13 23-4-0 1-0-0 4-9-4 4-2-12 5-4-1 4-2-12 4-9-3 Scale = 1,41.7 4x6 = 4x8 = . 4 5 1 6.00!.12 ! 2x4 2x4 s= I 3x4 = 9 8 3x4 = 3x8 = 5x6 i 9-0-0 14-4-1 23-4-0 9-0-0 5-4-1 8-11-15 ! Plate el-s (X.Y) _Z5.0 54.0 2 0]Z 0 30.0 0] LOADING (psf) SPACING 2 0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.07 9 >999 M1120 249/190 TCDL 7.0 1 Lumber Increase 1.33 BC 0.49 Vert(TL) 0.19 7 8 >999 I BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 111 In LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 4-8-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7 9-1 oc bracing. WEBS 2 X 4 SYP No.3 I REACTIONS (lb/size) 7=1081/0 4 0, 2=1172/0 4 0 Max Horz 2=127(load case 3) Max Uplift7= 440(load case 4). 2= 548(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=17. 2 3= 1773, 3 4= 1439. 4 5=-1295. 5 6= 1439, 6 7= 1772 BOT CHORD 2 9=1568. 8 9=1295. 7 8=1567 WEBS 3 9= 317. 4 9=286, 5 9=0, 5-8=285, 6-8= 316 NOTES 1) This truss has been checked for unbalanced loading conclitions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top j chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building.. of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist. they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The I lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 440 Ito uplift at joint 7 and 548 Ib uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. I I LOAD CASE(S) Standard I. i j * • N0.4 5161 eon STATi F ;tom j NA1. j November 1,2001, W.4.tZ? YNG - Vee,tfy design pa.rramttera sxnsi RFAV ON TflIS AUND REIrTR,iP. SL%t.E BEFORE fl"Qg. •® Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual bulkding component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional tempotary bracing to Insure stability during construction Is the responsibilily of the erectot. Additional permanent btbcing of the overall structure Is the responsibility of the building deslgnet. For general guidance regarding fabrlcation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSR-89 Bracing Specification, and HIB-91 OR Handling Installing and Bracing R*comm*ndatlon available from Truss Plate Institute, 583 D'Ono010 Dilve, Madison. wi 53719. - ' e Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. 0 0 For 4 x 2 orientation, locate plates 1/8' from outside edge of a truss and vertical web. 00 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek" FORM018,019 ZA @ NYDRD,AlR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss - rTussType - -- Qfy PT TORT6F1 JUNAIDIE BUDIMAN PE #45161 y 16472 Segovia Cir. N. 1609474 DR2289A ;AGAB :R00FTRUSS l I1PembrokePines, FI 33331-4627 Ptional ACCU-S,L . LONGWOOD FC - - - - - :26I-SRrs u i&ek2001M( o, Tc--TFwIQov 01 12:50:45-200T-Page I--- 1-0-000 _ 12-4 9-10 0 14-5-12 19-8-0 20-8-0 1-0-0 5-2-4 4-7-12 4-7-12 5-2-4 1-0-0 Scale = 1:37.3 4x6 -_ 4 3x4 =.:.-. 8 3x4 =- 5x8 -_- 9-10-0 9-10-0 ---- Y): [8 0-4 0;0-3-01 flg 0 .0 0 0]: [I8 0 6a 0 0] [I9:0 0,0 0 01120 CY0 0 0 0]-[2-0. - 1.0 0 07 [22 0-013 0 01. [23:0-0 f24: 000.0001. [25:000.0061. f26:0-00.0001 LOADING ( psf) SPACING 2 0 0I CSI TCLL 30.0 Plates Increase 1.33 TC 0.35 TCDL 7.0 Lumber Increase 1.33 BC 0.59 QCLL 0.0 Rep Stress Incr NO WB 0.19 BCDL 10.0 Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS lb/size) 2=1000/0 4 0, 6=1000/0 4 0 Max Horz 2=95(load case 3) Max Uplift2= 478(load case 4), 6= 478(load case 4) FORCES ( lb) First Load Case Only TOP CHORD 1 2=17, 2-3= 1360. 3-4= 991, 4 5= 991. 5-6=-1360. 6 7=17 BOT CHORD 2 8=1204, 6 8=1204 WEBS 3 8= 360. 4 8=531, 5 8= 360 DEFL in (loc) I/defl Vert( LL) -0.05 8 >999 Vert( TL) -0.22 6.8 >999 Horz( TL) 0.03 6 n/a 1st LC LL Min I/deft = 360 PLATES GRIP M1120 249/190 Weight: 111 Ib BRACING TOP CHORD Sheathed or 5 3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9 0 2 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the (ace), see MiTek Standard Gable End Detail" 4) All plates are 20 M1120 unless otherwise indicated. 5) Gable studs spaced at 2 0 0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 lb uplift at joint 2 and 478 It uplift at joint 6. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard No. 4 5161 STATE OF t rtI November 1,200 L' A-'{uN.1,4'C . Vr,lfyr;[.stga-ed.xxt-a.tncterx and READ NCs'T'ES ON rflI w..4NV kZEVERSF .SIDE [il..h0RE U;.at*•'. Design valid lot use only with MITek connectors. Thh design Is based only upon parameters shown, and Is tot an Indlvklual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building deslgnet - not (cuss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek° HandlingInstallingandBracingRocomm*ndatlonavallable from Truss Plate Institute. 583 D'Onofrb Drive, Madison. W153719. Symbols PLATE LOCATION AND ORIENTATION t i4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. T For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS cz a o Cr WEBS J5 occo o U a U ce cr cs O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N 14 ! @ MiTeke 4® TM PANEL CLIP AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at i14 panel length(+ 6° from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 1oD I russ i russ I ype JUNAIDIE BUDIMAN PE 945161 i Qty rly HUtt I UN DR2289A ' B ROOF TRUSS 16472 Segovia Cir N 5 1 11609475 Pembroke Pines, FI 33331-4627 u IVUV U1 1G7U:40 LUU1 rage 1-0-0 6-10-8 - 13-5-8 20-4-0 1-0-0 6-10-8 6-7-0 6-10-8 5x8 -:% 3x4= Scale. 3/16"=1' 6 W/WEDGE 4X6 ;,','. 3x4 6-10-8 13-5-8 20-4-0 6-10-8 6-7-0 6-10-8 LOADING (psf) SPACING 2 0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) 0.09 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) 0.20 8.9 >999 BCLL &0 Rep Stress Incr YES WB 0.92 Horz(TL) &03 6 n/a BCDL 10.0 1 Code SBC/ANS195 I 1st LC LL Min I/deft = 360 Weight: 112 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 5 13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5 8 8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 68 SLIDER Left 2 X 4 SYP No.3 3 7 15 REACTIONS (lb/size) 6=945/0 3 8, 2=1030/0 8 0 Max Horz 2=626(load case 3) Max Uplift6= 543(load case 3), 2= 326(load case 3) FORCES (lb) First Load Case Only TOP CHORD 1 2=7. 2 3= 2334, 3 4= 2334, 4 5=-1268. 5 6= 1268. 6.7=67 BOT CHORD 2 9=2095. 8 9=2092. 7 8=0 WEBS 4 9=135. 4 8= 898, 5 8= 490. 6 8=1648 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mt from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist. they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using Al 1 1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 543 lb uplift at joint 6 and 326 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard `Qi No. 4 5161 SPATE 4E November 1,200 WARNING - VeH y ct«fgn parcinwters and READ NO' FS ON TIiCS ANY) REVERSE WDE SlF'F€ Rr T SS, Design valid lot use only with Milek conneclots. This design Is based only upon parameters shown, and Is for on Individual building component to be installed and loaded vertically. Applicability of design parameters and propet incotpotoWn of component is iesponslblllly of building deslgnet - not twss c lgner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constructdon Is the Iesponsibllny of the etector. Additional permanent busting of the overall shuctute Is the tesponslblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Spoclfication, and HIB-91 M iTe k° Handling Installing and gracing Rocommondatlonaw vallabtefromTssPlate Institute, 583 D'Onoflb Dtive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t'/. *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. T For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca ca Q WEBS IJ50 _ 0 UK3 ,' ;cc 0aU Cr GQ BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N TM PANEL CLIP General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6° from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. JoD I russ I rU55 I ype JLINAIDIE BUDIMAN PE #45161 ilry Iy 1-iUlt I UN 16472 Segovia Cir. IN 11609476 DR2289A' 131 ROOF TRUSS Pembroke Pines, FI33331-4627 j 16 1 LOADING (psf) TCLL 30.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 J 1-0,0.. 5-7-13 11-0-3 16-8-0 1-0-0 5-7-13 5-4-5 5-7-13 4x6 SPACING 2 0 0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 11 12 Sx8 ." 3x4-Scale = 1 50.6 6 W/WEDGE 00c 5-7-13 11-0-3 16.8-0 5-7-13 5-4-5 5-7-13 CSI DEFL in (loc) I/deft PLATES GRIP TC 0.36 Vert(LL) 0.06 9 >999 M1120 249/190 BC 0.38 Vert(TL) 0.12 8-9 >999 WB 0.85 Horz(TL) -0.02 6 n/a 1st LC LL Min I/defl = 360 Weight: 92 lb BRACING TOP CHORD Sheathed or 4 5.7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6 5 13 cc bracing. REACTIONS (lb/size) 6=773/0 3 8, 2=857/0 8 0 Max Horz 2=519(load case 3) Max Uplift6= 446(load case 3). 2= 283(load case 3) FORCES (lb) First Load Case Only TOP CHORD 1 2=7. 2 3= 1841. 3 4= 1841.. 4 5= 1014, 5 6= 1014. 6-7=55 BOT CHORD 2-9=1644, 8-9=1641, 7-8=0 WEBS 4 9=110. 4 8= 687. 5 8= 399, 6 8=1327 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 rni from hurricane oceanline, on an occupancy category I, condition I enclosed building. of dimensions 45 ft by 24 It with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 6 and 283 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard yt LP q,*'• No- 4 5161 t nC PATE OF 144 November 1,200 3-'fiXtt4'ING - F-ertf)y dvsigns , xruar€xesar and READ IVOI FS ON' HIS .Pi.'S`.D lit 5`E.Ft,'iP; SIDE BEFOREX^Ca.: Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bfbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult QST-88 Duality Standard. DSB-89 Bracing Specification, and H18.91 Mire kOHandlingInstalllnqandBracingR*commandallon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t'/44re- *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates I /s" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS C2 C3 WEBS J5 o O O O Ca Cr Ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Mi! MiTek® TM PANELL%A CLIP FORM018.019 ntAlL ® HYDRO-AIR0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3, Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job I russ I russ I ype JUNAIDIE SUDIMAN PE #45161 Qty Ply HORTON DR2289A BB ROOF TRUSS 16472 Segovia Cir N 1 1 1609477 I Pembroke Pines, F133331-4627 1-0-0 7-6-0 14-7-( 1-0-0 7-6-0 7-1-0 Scale = 1.28.3 4x6 =_ 4 4x6 '' 3x6 I!. 7-6-0 - ._ 14-7-0 760 ..._ 7-10 ate sets 4 2 1]=[6 0 2 0 2T3] -—....._ LOADING (psf) SPACING 2 0 0 CSI I DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.09 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) 0.10 7 >999 BCLL 0.0 1 Rep Stress Incr YES WB 0.21 Horz(TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4.0 3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4 0 2, Right 2 X 4 SYP No.3 3 7 2 REACTIONS (lb/size) 6=679/0 3 0, 2=763/0 8 0 Max Horz 2=93(load case 3) Max Uplift6= 276(load case 4). 2= 376(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=7, 2 3= 1256, 3 4=-1256, 4 5= 1267, 5 6= 1267 BOT CHORD 2 7=1125. 6 7=1125 WEBS 47=690 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1 1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 6 and 376 Ito uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard Pla. 4 5161 STATE OF r C4 November 1,200 AfA iXv.:iliN7NG . C: e,iN de, sign lusrxx rssx:ters and iZ.W.:AD N(.Yr..ES ON THIS AND REVE9tSZ, S. IDE BEFORE US,F; iiiiiiiii(R? Design valid fcf use only with MlTek connectors. This design Is based only upon parameters shown. and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotporation of component Is tesponsibillty of building deslgnet - not truss destgnet. giacing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability luting construction Is the iesponsibilify of the erector. Additional pefmanenl brbcing of the overall structure is the iesponslblllty of the building designer. for general guidance regofding tabrlcollon, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard. DSB-89 Bracing Specification, and HIR-91 M iTek° Handling Installing and Bracing Recommendm RecommendationavailablefroTrussPlate Institute, 583 D'Onofrlo Drlve, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. a a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate0 o ;jointZAO and embed fully. Avoid knots and wane plates 1/8" from outside edge of o atruss at joint locutions, and vertical web. o 4, Unless otherwise noted, locate chord splices at I14 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM CAMEL erection and installation of trusses. 1993 Mitek Holdings, Inc. } CUP FORM018,019 NYDRD.AIR® JUNAIDIE BUDIMAN PE #45161 DR2289A i BBGAB ROOF TRUSS 16472 Segovia Cir N. 1PembrokePines, FI 33331-4627 onal 11609478 1-0-0 7-6-0 4x6 = 14-7-0 7-1-0 nc. I hu Nov 4x6 3x6 7-6-0 14-7-0 7-GO 7-1-0 Scale = 1 26.3 LOADING (psf) SPACING 2.00 CSI DEFL in loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.09 7 >999 1 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) OA0 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC ILL Min I/dell 360 Weight: 68 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 4 0 2, Right 2 X 4 SYP No.3 3-7 2 REACTIONS lb/size) 6=679/0 3 0, 2=763/0 8 0 Max Horz 2=93(load case 3) Max Uplift6=276(load case 4). 2= 376(load case 4) FORCES (Ib) First Load Case Only TOP CHORD 1 2=7, 2 3= 1256.. 3 4= 1256. 4 5= 1267. 5 6= 1267 BOT CHORD 2 7=1125. 6 7=1125 WEBS 4 7=690 BRACING TOP CHORD Sheathed or 3.5 2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0 0 oc bracing. NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline. on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2 0 0 oc. 5) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1 1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 6 and 376 lb F- 13upliftatjoint2. ! 7) This truss has been designed with ANSI/TPI 1 1995 criteria. ..;......A j ' < LOAD CASE(S) Standard f . No. 4 5161 O STATE OF r, L 0 FR I'Dsue. _.......... November 1,200 i3 ARNJNG - 'Vtrif7 design gxcsrtima tenw sznd t2T.':AD N<Yr S ON THIS AND REVERSE ;aP E BEFORE Ul$kr. Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoipoiatlon of component is responsibility of building designer - not truss designee. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard. DSB-89 Bracing 5peclflcotdon, and HIB-91 M iTek° Handling Instaiilnq and Bracing Rocommandatlon available from Truss Plate Institute, 583 D`Onotilo Drive, Madison, W153710. Symbols PLATE LOCATION AND ORIENTATION i 1/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. i T 0 rr O For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb, 1 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart, FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, mi! MiTeko FORM03 8,03 9 HYDRO -AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3, Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, as 4. Unless otherwise noted, locate chord splices o at t /4 panel length(" 6° from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. DR2289A i russ (russ i ype JUNAIDIE BUDIMAN PE #45161i BGA81 MONO TRUSS 16412 Segovia Cir. N. Pembroke Pines, FI 33331-4627 1-0-0 16-M y rry HUH I ulv 1 o tional) 22 200TMiTek n ustries-J-n—c.-Tfiu I 2x4 1110 3x4 `-- 19 18 17 16 15 14 13 12 2x4 2x4 is 2x4 2x4 '.. 2x4 2x4 :. 5x6 -- 2x4 16-8-0 16-B-0 11609479 age Scale = 1:53.2 LOADING (psf) SPACING 2.00 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.00 12 n/a BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min I/deft = 360 1 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0 0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10 12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=204/16 8 0. 13=185/16 8 0, 12=89/16 8 0, 14=190/16-8-0. 15=188/16 8.0. 16=187/16 8 0, 17=190/16 8.0. 18=178/16 8 0. 19=228/ 16 8 0 Max Horz 2=535(load case 4) Max Uplift 13= 98(load case 3). 12= 74(load case 4), 14= 108(load case 3), 15= 105(load case 4). 16= 106(load case 3), 17= 105(load case 4). 18=-107(load case 4), 19= 146(load case 4) FORCES (Ib) First Load Case Only TOP CHORD 1 2=23. 2 3=38. 3-4= 38. 4 5=33. 5 6=32. 6 7=32. 7 8=32.. 8 9=32. 9 10=24. 10 11= 9, 10 12= 75 BOT CHORD 2 19=8, 18 19=1, 17 18=1, 16 17=1, 15 16=1, 14 15=1. 13 14=1. 12 13=1 WEBS 9 13= 146. 8 14= 150, 7 15= 148, 6 16= 148, 5 17= 149, 4 18= 143. 3 19= 174 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7.93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2 0 0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 13, 74 lb uplift at joint 12, 108 Ib uplift at joint 14, 105 Ib uplift at joint 15, 106 IQ uplift at joint 16, 105 IQ uplift at joint 17, 107 Ib - tyupliftatjoint18and146lbupliftatjoint19. 6) This truss has been designed with ANSI/TPI 1.1995 criteria. P tFi• 7 -- V` `- i -NLOADCASE(S) Standard No. 4 5161 STAFF OF November 1,200 6S:4-it `"NC: - 1•'r-I,fy'i—i do Iaanxirwie,r and READ NOTES ON'F-.FIIS AND P2kVT,''RSE SIDE BEFORE U!sW. Design vo4cf for use only with MiTek connectors. This design is based only upon parameters shown, and fs for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designee. Bracing shown is for lateral support of Individual web members only. Additional tempotaiy bracing to Insure stability during construction Is the responsibility of the eiectot. Additional permanent bracing of the overall structure Is the iesponslbllity of the building designer. For general guidance regarding tobticatlon, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Spectfication, and HIB-91 MiTek° Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1;/14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 0 For 4 x 2 orientation, locate U plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WiSC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 1 1. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. O 1993 Mitek Holdings, Inc. FORM018,019 MYDRQ AW DR2289A russ truss type cJUNAIDIEBUDIMANPE #45161 E ROOF TRUSS 16472 Segovia Cir N. 2PembrokePines, EI 33331-4627 TONGWOOD FC -- ..._........ — — - -....-QT—SR1 s 1-0-0 4-8-0 4x6 == 6.00 '!12 2 8 3 7 2.4 1 4-8-0 11609480 age 1-0-0 Scale = 1 19.3 4 s ,o 3x6 - 6 X..,'. 1-4-0 _ 4-8-0 _. 8-0-0 I _. 9-4-0 1-4-0 3-4-0 3-4-0 1-4-0 LOADING (psf) SPACING 2 0 0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.05 4 >337 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) .0.06 2 >298 BCLL 0.0 i Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a BCDL 10 0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 8=517/018.6=517/01-8 Max Horz 8= 50(load case 2) Max Uplift8= 514(load case 4). 6= 514(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=33, 2-3= 171. 3 4=-171, 4 5=33 BOT CHORD 2 8=69. 7 8=69. 6 7=69, 4 6=69 WEBS 3 7= 206 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33. and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8, 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 514 lb uplift at joint 8 and 514 lb uplift at joint 6. 5) This truss has been designed with ANSI/TPI 1.1995 criteria. LOAD CASE(S) Standard J QE1;3 No. 45161 STATE OF i November 1,200 AWAP-NINC - Ve,tfb dezigyra rmxniatrukse•s and READ N(D't'ES f3.Y4f'TIUS AND REVERSE SULAE BEFORE ',.'.`end?. iiiiiiiiiiU'e Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be inslailed and loaded vertically. Applicability of design patametets and proper Incorporotlon of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web membets only. Additional temporary bracing to Insure stability during construction Is the responsibility of the efeclor. Additional petmonent bibcing of the overall structure Is the responsibility of the building deslgnef. For general guidance M1 regarding fabrication, quality control, storage. delivery, erection and bracing- consult OST-88 Quality Standard, DSO.89 Bracing Specification, and HIS-91 M iTek0 HandlingInstallingandBracingRocommondationavollablefromTrussPlateInstitute, 583 D'Ononlo Drive, Madison, w153719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 J4 TOP CHORDS owner and all other interested parties„ J1 C2 C3 2. Cut members to bear tightly against each other, Cc WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o joint and embed fully. Avoid knots and wane plates/s" from outside edge of ao V at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords !icesPatI14length(+ 6" fromC, panel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gong-Nail Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 4 X 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 8720b, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. O 1993 Mitek Holdings, Inc. CLIP FORM018,039 HYDRO,A/R® 11609481 uoo i russ l runs i ype JUNAIDIE BUDIMAN PE #45161 DR2289A EGAB ROOF TRUSS 16472 Segovia Cir. N. 1PembrokePines. FI 33331-4627 1-0-0 4-8-0 100 480 4x6 - 3 1 optal 0FMiTe f'-duionst 9-4-0 4-8-0 nc. I nu i,4ov ui icou: 2x4 _ Zx4 2X4 — 4-8-0 9-4-0 480 4ft0 -. rct.n.(s"n rsr rn n•n o n rs r n1- --- — — — 10-4-0 1-0-0 Scale = 1:19.3 LOADING (psf) SPACING 2.00 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) 0.01 2 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.01 2 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Harz(TL) 0.00 4 n/a BCDL 10.0 ! Code SBC/ANS195 1st LC ILL Min I/defl = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 cc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 0 0 cc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=511/0 8 0. 4=511/0 8 0 Max Harz 2= 50(load case 2) I Max Uplift2= 513(load case 4), 4= 513(load case 4) FORCES (Ib) First Load Case Onlyy TOP CHORD 1 2=17, 2 3= 424, 3 4= 424. 4-5=17 BOT CHORD 2 6=372. 4 6=372 WEBS 3 6=87 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level; using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building. of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, the left is exposed and the right is not exposed. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face). see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2.0 0 cc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at joint 2 and 513 lb uplift at joint 4. j 6) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard 4' q'•'• 'ri No. 4 5161 SPATE OF s 4 oR104", , November 1,200 u.AR,'r: ,NG - Ver-Ify €:d4.sign Irarrxtrswtcrs and READ R'Ot"k.".S OlY'%'RIS AND REVYRSE SIDE BEFORE U.Sr Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is tot an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary biaclnQ to Insure stability during construction is the tesponsiblllty of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer, for genetal guidance regarding fabrication, quality contiol, storage, delivery, erection and bracing, consul) QST-88 Qualify Standard, DSO.89 Bracing Specification, and HIR-91 M iTe k° Handling Instaliinq and Bracing Rocommondatton available from Truss Plate Institute, 583 D'Onofrto Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1411 0 O For 4 x 2 orientation, locate T plates 1/8" from outside edge of Otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MtTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCi 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. o wit AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury L, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane o at joint locations. a 4, Unless otherwise noted, locate chord splices o at 114 panel length(-'- 6" from adjacent joint,) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MiTeke TM PANEL CLIP FORM018,019 c3nro6- ® MYORQ'A!R® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. y 11609490 Job IIruss Iruss type 1(JJUNAIDIEBUDIMANPE #45161 DR2289A' J ROOF TRUSS 16472 Segovia Cir. N 6 Pembroke Pines. FI 33331-4627 o tlonal g 2=1 NIi7e ndus riesfnc: TFiu NoJ61T2:50 Scale = L21.1 2x4 7-0-0 LOADING (psf) SPACING 2 0 0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.60 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 j Lumber Increase 1.33 j BC 0.17 Vert(TL) 0.20 1-2 >74 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6.0 0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 10.0 0 oc bracing. REACTIONS (lb/size) 3=242/Mechanical. 2=418/0 4 0. 4=68/Mechanical Max Horz 2=253(load case 4) Max Uplift3=-207(load case 2), 2= 196(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=34, 2 3=88 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 it above ground level, using 5.0 psf topchorddeadloadand5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist.. they are exposed to wind. If porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 3 and 196 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard 13 t : NO, 45161 0* Pelf STATE OF t io UZ co,, November 1,200 A, WARAING and READ NOTES 01` THT SAQVD #td!:Ya:Tin°:;;F SIDE EdFk'ftRY USE. Deskjn valid for use only with M1Tek connectors. Th6 design Is based only upon parameters shown, and Is for an Individual bullding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of bullling deskjner - not truss cfesignet. Bracing shown Is for lateral support of Individual web membea only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional petmonent brbcing of the overall structure Is the responsibility of the building designer. For general gulaance, regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSR-89 Bracing Specification, and HIB-91 M iTek° HandlinginstallingandgracingRecommendallonavallabfefromTrussPlateInstitute, 583 D'Onof c, Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION t 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1 /a" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS C2 C3 o WEBS J6 Cr 0 0 cc 0 O Q. z 0 U r- a C8 C7 Gb BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! 0 MiTeke IBM PANEL TM CLIP FORM018,019 MYDR09AJ1 0 AGenerai Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 3 11609491 doD I russ I russ I ype JUNAIDIE BUDIMAN PE #45161 DR2289/r K ROOF TRUSS 16472 Segovia Cir N Pembroke Pines, FI 33331-4627 2x4 =- 0-0 ona c. i nu Ivov age Scale = 1 16.3 LOADING (psf) SPACING 2-0 0 CSI I DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.32 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.06 1.2 >264 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/deft = 360 Weight: 18 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.21D REACTIONS (lb/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Horz 2=194(load case 4) Max Uplift3= 140(load case 2), 2= 177(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=34. 2 3=60 BOT CHORD 2 4=0 BRACING TOP CHORD Sheathed or 5 0 0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 0 0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist. they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 3 and 177 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard N0.45161 SPATE 4F ash .Zo Rco,'':v a, November 1, Wt3RWNG - V< ih4 disfSrre pa mrrwtcs and READ NOTES ON THIS AND RFVERf S'E SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is fat an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure slabitry duilng construction is the responsibility of the ereclot. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe kOHandlingInstaltlnqandBracingRecommondattonavailablefromTrussPlateInstitute, 583 D'Onofrb Drive, Madison, Wt 53719. Symbols PLATE LOCATION AND ORIENTATION 1 3i, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 rr 0 For 4 x 2 orientation, locate plates ' /8° from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCC I WISC/DILHR GANG -NAIL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MiTeko eta.® HY0J70-A/R A&General Safety Dotes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 of joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ; Job I russ I russ I ype JUNAIDIE BUDIMAN PE 1i15161 Qty Fly HUR I UN —, 16472 Segovia Cir N 11609492 DR2289A' KA ROOF TRUSS Pembroke Pines, FI 33331-4627 1 1 2x4 _- 1 S0.-0 _.._ .... __.....___l 5-0-0 LOADING (psf) SPACING 2 0 0 TCLL 30.0 Plates Increase 1.33 TCDL 7.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D CSI DEFL in (loc) I/defl TC 0.32 Vert(LL) n/a n/a BC 0.09 Vert(TL) 0.03 13 >999 WB 0.00 Horz(TL) 0.00 2 n/a Matrix) 1st LC LL Min I/defl = 360 REACTIONS (lb/size) 1=224/0-4-0. 2=177/Mechanical, 3=48/Mechanical Max Horz 1=146(load case 2) Max Uplift 1= 53(load case 2), 2= 154(load case 2) FORCES (Ib) First Load Case Only TOP CHORD 1 2=66 BOT CHORD 1 3=0 u Nov V1 12:bU:bb 2001 Page Scale: 314"=1' PLATES GRIP M1120 249/190 Weight: 16 lb BRACING TOP CHORD Sheathed or 5 0 0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0 0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load. 25 mi from hurricane oceanline, on an occupancy category L. condition I enclosed building. of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist. they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33. and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 1 and 154 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard rl:N s No. 4 5161 STATE OF ° C4W cS n'c 0R F November 1,200 34%.A.i;,?VING Vc.rtfg deai€Bn garxmmete r and REAL) NOTES i.7!Y'7WIS AND REVER.&F SIDE BEFORE r_' ' Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Indtvkival web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btbcing of the overall structure Is the iesponslblllly of the building designer. For general gukdance regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSR-89 Bracing Specification, and NIB-91 M iTe k® HandlingInstallingandgracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrb Drive, Madison. Wi 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 10, 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property e securely seat. J2 J3 J4 TOP CHORDS owner and all other interested parties.. a c3 2. Cut members to bear tightly against each other. a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o h Q o joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a at joint locations. truss and vertical web, 11 O_ o 4. Unless otherwise noted, locate chard splices at 114 length(' 6" fromCZC7panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4. perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8, Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. , FORM016,019 HYDRQd!/R O 11609493 uoD I russ i russ i ype JUNAIDIE BUDIMAN PE #45161 DR2289A 1 L I ROOF TRUSS 16472 Segovia Cir. N 3PembrokePines. FI 33331-4627 tstrles. Vic. Th6 Scale = 1 10.6 2x4 == 3-0-0 3100 LOADING psf) SPACING 2 0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 1 Vert(LL) n/a - n/a I M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 2 >999 BCLL 0.0 1 Rep Stress Incr YES I WB 0.00 1 Horz(TL) 0.00 3 n/a I BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min/deft = 360 Weight: 11 lb LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D REACTIONS (lb/size) 3=82/Mechanical. 2=242/0-4 0. 4=28/Mechanical Max Horz 2=136(load case 4) Max Uplift3= 68(load case 2). 2= 165(load case 4) FORCES (lb) First Load Case Only TOP CHORD 1 2=34. 2 3=30 BOT CHORD 2 4=0 BRACING TOP CHORD Sheathed or 3 0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0 0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load. 25 mi from hurricane oceanline, on an occupancy category I. condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they arenotexposedtowind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 3 and 165 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard No. 4 5161 STATE OF i9q;4c...-- November 1,200 WARAII G - Ver{t,,I design Fxxrxxmeterrir cwrd READ NOTES ON TILL ANT) REsJba'RSE STI)E I3F:dsORE USE. !® Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and Is for an individual butkding component to be Instated and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of buticling designer - not truss designet. Bracing shown Is tot latetal support of Individual web membets only. Additional temporary bracing to Insure stability during construction is the responsibility of the etector. Additional permanent bibcing of the overall structure is the tesponsiblllty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eiectlon and bracing, consult CST•88 Quality Standard. DS8-89 Bracing Speodicatlon, and HIS-91 MiTek° Handling Instollinq and Bracing Rocomm*ndallon available from Truss Plate Instllute, 583 D'Onotrb Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 1/48 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties- 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a o 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ b" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. b. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a nan-structural consideration and MiTek/Gang-Noll Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 4 X 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 8720b, 8b217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materiels. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, fil® TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG.-NLAIL ® HYQRO,AfR U uoD 1 runs i runs i ype JUNAIDIE BUDIMAN PE 945161 16472 Segovia Cir. N. jDR2289ALAROOFTRUSSPembrokePines, FI 33331-4627 1 11609494 LOADING (psf) SPACING 2 0-0 TCLL 30.0 Plates Increase 1.33 TCDL 7.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.21D es, Inc. 2A _ 3-0-0 Scale = 1.10.7 3-0-0 CSI I, DEFL in (loc) I/deft PLATES GRIP TC 0.11 Vert(LL) n/a n/a M1120 249/190 BC 0.03 Vert(TL) -0.00 1-3 >999 WB 0.00 Horz(TL) 0.00 2 n/a Matrix) 1st LC LL Min I/deft = 360 Weight: 10 lb REACTIONS (lb/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical Max Horz 1=88(load case 2) Max Uplift 1= 29(load case 2), 2=-91(load case 2) FORCES (lb) First Load Case Only TOP CHORD 12=39 BOT CHORD 1-3=0 BRACING TOP CHORD Sheathed or 3.0 0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 It with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and 91 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard Ic No. 45161 0 •. SIT'ATI F 4F a cPe+L 0 R t November 1,200 VVARNVYG - Ve,afy d4rrign Tran:cre ter-z and Rf:AL1 NOTES ON THJS AND XrVFRSE SIDE T3NFs:?RE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibicing of the overall structure is the responsibility of the building designer. For general guldonceresponsibility labilcatlon, quality control, storage, delivery, erection and bracing, consult GST-88 Qualify Standard. DSB-89 Bracing Speclficatlon, and HIR-91 M iTe k° Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 14 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 00114 *For 4 x 2 orientation, locate plates I/a" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS C2 ' oWEBS QoO oUaOF- ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. o Nii MiTeke TM PANEL CLIP FORM018,019G- HyDRO.AtR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job i russ I russ I ype JUNAIDIE BUDIMAN PE #45161 Q 16472 Segovia Cir N DR22899 I M ROOF TRUSS Pernbroke Pines. FI 33331-4627 13 11609495 LOADING (psf) SPACING 2 0 0 TCLL 30.0 Plates Increase 1.33 TCDL 7.0 Lumber Increase 1.33 BCLL &0 Rep Stress Incr YES BCDL 10.0 Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D es, Inc. 2.4 CSI DEFL in (loc) I/defl PLATES TC 0.10 i Vert(LL) n/a n/a M1120 BC 0.00 Vert(TL) 0.01 1 >999 WB 0.00 Horz(TL) 0.00 3 n/a Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb REACTIONS (lb/size) 3= 11/Mechanical. 2=173/0-4 0. 4=10/Mechanical Max Horz 2=79(load case 4) Max Uplift3= 11(load case 1), 2= 174(load case 4) Max Grav 3=47(load case 3). 2=173(load case 1), 4=10(load case 1) FORCES (lb) First Load Case Only TOP CHORD 1 2=33, 2 3= 40 BOT CHORD 2 4=0 BRACING TOP CHORD Sheathed or 1 0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0 0 oc bracing. NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load. 25 mi from hurricane oceanline. on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard Scale = 1:6.1 GRIP 249/190 No. 45161 i STATE 4F November 1,200 WAR" I,'v : - !`e:-ips sic•t¢,rrt paz.rs nw.ter and .JR11A D NOTES ON TEt'TS .AND REVERSE SIDE fbE.R`ORE USES Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be inslolied and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. 8ractng shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent btboing of the overall sltucture Is the responsibility of the building designer. For general guidance regarding fabilcatlon, quality control, storage, delivery, erection and bracing, consult QST-88 QualHV Standard, DSB-89 Bracing Specification, and HIR-91 M iTe k° Handling Installing npandItraciRecomm*ndatlon available from Truss Plate Institute, 583 D'Onottio Dave, Madison, Wi 53719. Symbols PLATE LOCATION AND ORIENTATION 13i+ *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Ir Cl O For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Im! 0 MiTeko 1® MYDRD-!/R QGeneral Safety dates Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each a joint and embed fully. Avoid knots and wane O at joint locations. a- 4. Unless otherwise noted, locate chord splices O at I/4 panel length(} 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CUP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or puffins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Core should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ` JUNAIDIE BUDIMAN PE #45161 1609496 DR2289A MA j ROOF TRUSS 16472 Segovia Cir. N 1 1PembrokePines, FI 33331-4627 Scale = t6.1 2x4 = 1-0-0 LOADING (psf) SPACING 200 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 1 Horz(TL) 0.00 2 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC ILL Min I/deft = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 0 0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. REACTIONS (lb/size) 1=45/0 4 0. 2=35/Mechanical, 3=10/Mechanical Max Herz 1=31(load case 2) Max Upliftl=-10(load case 2). 2= 32(load case 2) FORCES (lb) First Load Case Only TOP CHORD 1 2=14 BOT CHORD 1 3=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load. 25 mi frorn hurricane oceanline, on an occupancy category 1. condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 1 and 32 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 1995 criteria. LOAD CASE(S) Standard No. 4 5161 O :. STATE OF s r4 Syy;;L 0 A tto November 1,200 W.4-RAGINGGiNG - Ver€tsi design Eaezmmeteru (and RFAD N(XrES ON THIS AND RFVE:iSF SIDE BEFORE 11; E, ® Design valid for use only with Mltek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Biocing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard. OSR-89 Bracing Specification, and HIB-91 M iTek° Handling instaitinq and Bracing Recommendatlon avollable from Truss Plate Institute, 583 D'Onoftlo Drive, Madison, wl 53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and sec urely seat. 0 rz For 4 x 2 orientation, locate 0 U plates 1 /8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCC1 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTeke General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l , Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3, Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4, Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5, Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6, Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ` FORM016,019 HYDRO AIR JOD I I cuss I I russ I ype JUNAIDIE BUDIMAN PE #45161 1 Qty 1 Hly HUH I UN 16472 Segovia Cir. N. 11609497 DR2289A ;MT I MONO TRUSS Pembroke Pines, EI 33331-4627 10 11 optional) 1-0-0 2-6-0 LOADING (psf) SPACING 2-0.0 TCLL 30.0 Plates Increase 1.33 TCDL 7.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code SBC/ANS195 LUMBER TOP CHORD 2 X 4 SYP No.21D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 s. Inc. M0 Scale = 1.9.5 CSI DEFL in (loc) I/defl I PLATES GRIP TC 0.10 Vert(LL) n/a n/a M1120 249/190 BC 0.02 Vert(TL) 0.00 1 >999 WB 0.00 Horz(TL) 0.00 n/a lst LC LL Min I/dell = 360 Weight: 11 lb BRACING TOP CHORD Sheathed or 2.6 0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0 0 oc bracing. REACTIONS(lb/size) 2=191/018.4=108/018 Max Horz 2=119(load case 3) Max Uplift2= 124(load case 3), 4= 63(load case 3) FORCES (lb) First Load Case Only TOP CHORD 1 2=17. 2 3=0. 3 4= 85 BOT CHORD 2 4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lurnber DOL increase is 1.33. and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 2 and 63 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard D`;IB No. 4 5161 9TATE OF t November 1,200 WARNe"fG - V.,II fy dewigfn paarametem and d81:AD tY07'FS ON'1r1f1S ANT.) lZ.FVER ;4JD? BEFORE B:TSE! Design valid tot use only with MiTek conneclors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vettically. Applicability of design parameters and proper Incorporation of component Is responslblllly of building deslgnei - not truss designer Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constiucllon Is the responsibility of the etectot. Additional permanent brbcing of the overall structure Is the responsibility of the building Jeslgne,. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSO.89 Bracing Specification, and HID-91 M iTe k° Handling Installing and Brocing R*com m*ndoflon available from Truss Plate institute. 583 D'Onoftlo Drive, Madison, W153719. Symbols Numbering System AGeneral Safety dotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 3/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat, building designer, erection supervisor, property 8 e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachC7C9 other. o 1r WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a U joint and embed fully. Avoid knots and wane plates /s" from outside edge of v d o_ v at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chordsplices at 14 length(' 6" from C, C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT Mitek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, mi! MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 HYDRDAW O Job Truss Truss Type JUNAIDIF BUDMAN PE i%-15161 Qty fy AZSRTON - 16472 Segovia Clr N 11609498DR2289ASROOFTRUSSPembrokePines.. FI 33331-4627 ':: 2 1 1so 5-2-5 5-2-5 4-8-7 2x4 2x4 i 3x4 5-2-5 0 10-13 5-2-5 4-8-7 age Scale = 1:21.0 LOADING (psf) SPACING 2-0 0 1 CSI DEFL in loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.92 Vert(LL) 0.08 6 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) 0.08 6 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.02 5 n/a BCDL 10.0 Code SBC/ANS195 Matrix) 1st LC LL Min I/defl = 360 Weight: 42 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 6-0 0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8 1 oc bracing. REACTIONS (lb/size) 4=196/0 1 8, 2=655/0 5 11, 5=426/Mechanical Max Horz 2=264(load case 2) Max Uplift4= 276(load case 3), 2=-634(load case 2), 5=-448(load case 3) FORCES (Ib) First Load Case Only TOP CHORD 1 2=35. 2 8= 1054. 3 8= 932, 3 9= 110. 4 9=54 BOT CHORD 2 10=935. 10 11=935. 7 11=935. 7 12=935. 6 12=935. 5 6=0 WEBS 3 7=201. 3 6=1019 NOTES 1) This truss has been designed for the wind loads generated by 100 rnph winds at 25 ft above ground level. using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 25 mt from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7 93 per SBC/ANS195 If end verticals exist. they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 4. 634 lb uplift at joint 2 and 448 lb uplift at joint 5. 5) This truss has been designed with ANSI/TPI 1 1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 16.51b down and 249.911b up at 4-3 11. and 181.51b down and 543.81b up at 7.1 10 on top chord, and 20.91b up at 1 S. 12, and 15.411b down at 4-3-11. and 55.41b down at 7 1.10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lurnber Increase=1.33. Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 2 5= 20.0 Concentrated Loads (lb) Vert: 8=-16.59= 181.5 10=20.9 11=-15.4 12=-55.4 No. 4 5161 STAFF 4F cSye • L 0 RVD,4'•"'sa November 1,200 WAR@ra NG - Ver-ifis <'&sign ra<zerxeccerm and READ egf'Crl'ES ON THIS AND REVERSF Sdr.3.E BEFORE USE. Design valid for use only with Welk connectors. This design is based only upon parameters shown, and Is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 gracing Specification, and NIB-91 M iTekOHandlingInstailinqandBracingRocomm*ndatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property iB securely seat. J2 J3 J4 owner and all other interested parties.. s TOP CHORDS G3 2. Cut members to bear tightly against eachC2 other, o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/a'"from outside edge of a ti 0_ v at joint locations, truss and vertical web. o a o 4. Unless otherwise noted, locate chords Inesp at ,/4 length(' 6" fromC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mrfek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. ' FORM018,079 HYDRO -AIR® t 1U-U-V 23-4-0 BRI V RE P CH l = I A T / 1 PI CH I Sti K LED ER MG. LED ER G. I II Mj 1-. B1 r--- 8 0'I 0 FLAT C L L B l K - --- ---- - '-- B 1 Bi i I- B1 i All B l ! UPSTAIRS BRG. 17- B1 I Bi A1A i Bl A1A OL il----- -_ — - _ B1= - Ico jl AT 1-I - _ ---- ------ - - - ----- _- -- — B 1 + — AlA II 1 II!` B 1 Al L+ B I I B B AzBIGAB- trr__-r 7 r j LED R BfG._ I_ I ( - E I D I5_ 1I - -LED --- r - i1-- F - -I- -F E DGAB - - 8- 0-0 BRG. - — - - - - — - 9-0-0 BRG. 13- 4-0 BRG. IN ENTRY I 9- 4-0 19- 8-0 E 5- 4-0 CIE 15- n-n w P rl i rl C;: ALL BEARING WALLS TO BE PLACED -.1 L 1 PLY HGR. VI C Ti CEi ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. IA L 2 PLY HGR. ',ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING.. 1 A L 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER:DR2281A DATE: 1-25-01 PITCH: 1 LOAD:SHINGLES CU SPAN CUSTOMER: D.R. HORTON 6.3. H: 12" A407-321-14\40 BY: T.H JOB NAME: MODEL 2281 "A" ELEV. BRG: BLOCK I W T23 lo- T23 T2.3 i - T 2'3 1 I T23 _ r 1ST FLOOR BRG. @ 8-0-0 - T23 i i a T23 I 00 If o.LL T23 I T23 I T23 CD Ilt.... CD IH U Siii TG23 I ii( di _. J III T18d- IN III 18-8JW"IW I, T G19 isT19 OD T1C T 19 I All - Q f ln cy- r NOTE: PLACEMENT MAY VARY " T19 1 Ii o DUE TO FIELD CONDITIONS ! T19 A/C PLUMBING ECT. ' ° f 9 SEE INSTALLATION GUIDE T19 ; i i T19 I - TT19 CD I co I CU LE 9-4-0 ___ j v.o T, M IT EL R SYSTEM I V64 f; l I N C: ALL BEARING WALLS TO BE PLACED I __ ... IUT FACI=/M7 IC TI CE! ! REVIEW ALL SPAN DIMINSIONS--BRG. WALLS1 PRIOR TO SETTING TRUSSES., d d MIT TOP,/MT ;ENGINEERED DRAWINGS--LOADING--PITCH AND OVERHANGS I - — - - _ WALLS SHOWN ARE TO BE BEARING.. 11Jk SPC SIGNED APPROVAL: X 1-------------------I 4 JOB NUMBER: DR2289H DATE: 7-2-01 CCU SPAN CUSTOMER: D.R. HORTONA407-321-144 800-330-4008 BY:D1H, JOB NAME: WATERSIDE 2289 "H" ELEV.