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2429 Marshall Ave 05-4152 SFRPERMIT ADDRESS) 4d9 [AQWC-S k 496,* 11 CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNEF ADDRESS PHONE NUMBER _ John B Muroski 732 Keaton Pkwy. Ocoee, Fl 32761 407-654-1594 ELECTRICAL, METRO DEVELOPMENT GROUP INC MECHANICAL 129 ROBIN RD ALTAMONTE SPRINGS, FL 32701 407 599-4711 PLUMBING C( CBC1251965 MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE d d X4L WO 1 / rn SUBDIVISIONrn PERMIT # 0 Ic DATE d PERMIT DESCRIPTION n&oo r / F 01 PERMIT VALUATION SQUARE FOOTAGE ty V City of Sanford Certificate of Occupancy This is to certify that the building located at 2429 Marshall Ave for which permit number 05-4152 has heretofore been issued on August 28, 2005 and 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 New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: R Addison 08/31/06 Engineering & Planning: G. Hyatt 08/31 /06 Public Works: M Watson 08/30/06 Utilities: R Blake 08/30/06 Fire Department: John B Muroski Q)a, Yyl .'�,.; _ 09/12/06 Property Owner Building Official e Date BUIL '��NG DEPARTMENT Re. 2429 Marshall Ave 1 _ mm _. . From: RUBEN HYATT To: BUILDING DEPARTMENT Date: 8/31/2006 12:48 pm Subject: Re: 2429 Marshall Ave passed 08-31-06 >>> BUILDING DEPARTMENT 08/30/06 8:08 AM >>> Single Family Metro Development Larry 407-470-2116 BP05-4152 0 o� - ------ - ----- - -- ---------- _- ...._-.___---_ ...... .... _ ._ _.. ---- — __ _ __.--- ......... .._ ._. _ -__ _._ . . .................... .... ... .......... BUIL�NG DEPARTMENT Re: 2429 Marshall Ave 1 -- - __ _. _. - .___._ - —-------------.... . ------------ --- _ .. ...--- ----- .__----------- _ From: CATHY LOTEMPIO To: DEPARTMENT, BUILDING Date: 8/30/2006 4:13 pm Subject: Re: 2429 Marshall Ave Approved 8.30.06 Mike Watson Cathy J. LoTempio Customer Service Rep Public Works Department 407-330-5627 fax# 407-330-5601 >>> BUILDING DEPARTMENT 8/30/2006 8:08 am >>> Single Family Metro Development Larry 407-470-2116 BP05-4152 UIL�NG DEPARTMENT Re Fwd 2429 Marshall Ave QLEAR 8/30/06 1 _ .._............. From: To: Date: Subject: CLEARED 8/30/06 Richard Blake City of Sanford Utility Engineer 407-330-5609 RICHARD BLAKE BUILDING DEPARTMENT 8/30/2006 4:02 pm Re: Fwd: 2429 Marshall Ave CLEAR 8/30/06 >>> ED WOODS 1:11 pm Wednesday, August 30, 2006 >>> >>> RICHARD BLAKE 08/30/06 8:46 AM >>> Richard Blake City of Sanford Utility Engineer 407-330-5609 >>> BUILDING DEPARTMENT 8:08 am Wednesday, August 30, 2006 >>> Single Family Metro Development Larry 407-470-2116 BP05-4152 CITY OF SANFORD PERMIT APPLICATION Permit # :2 Job Address: Description of Work: I Ll;, O R V'Tt Historic District: Zoning: Date: �]p Total Square F�o�otage Value of Work: S. 15 CO3 , U, C) Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # gf AMPS Addition/AIteration Chay�ge of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New �// (Duct Layout & Energy Calc. Required?: C Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of)y(ter Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name & Address: Phone: Contractor Name & Address Phone & Fax: L Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 01-0 OWNER'S AFFIDAVIT: 1 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 aap4able to this this county, and there may be additional permits required from other governmental gautia&_s h as ater mart Acceptance of permit is verification that I will notify the owner of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is_ Personally Known to Me or _ Produced 1D APPROVALS: ZONING: UTIL: Special Conditions: Rev 03/2006 FD: of the that may be found in the public records of igement istricts, state agencies, or federal agencies. Lien La , A 713. Date Y ZC { Lit" rac int Conttor/Agent' N e ignature of Notary -State of F ida RY P ate o�P or, Dawn A. Canada Commission # DD3,%104 ` Expires Wober 11, 2008 OF W&aondod Troy Fain • Insurance, Inc. W04067010 Contractor/Agent is _ Personally Known to Me or Produced ID ENG BLDG: va TRI-TECH AIR CONDITIONING, INC. �F�T1:E# A1R �OlIITkI�d11NG, ii�. 100 SEWMA BLVD. CASSELBERRY, EL. 37707 Power of Attorney Hereby name and appoint_ V V G1l�Vl e _ t _ _ _ of Tri-Tech Air Conditioning, Inc. to be my lawful attorney. In fact to act for me and apply to the _ -L�_ _ _ `--- a_J for an H.V.A.C. permit for work to be performed at SC►'114-1=(-1---- �Q� �--- ---------------- ------------------------- 4AJ ----------------- And to sign my name and o all the things essary to his appointment. Charles T. Trier CAC042 __-- -, _-------------------------------- Acknowledged: Sworn to and subscribed before me this--- _ _ _ _ _ _ _ _ day of '-::s, Notary Public - State of Florida - SemInd q My Commission Expires------_-__ -------------------------------------------------- anada C Dawn ommiss nC# 00356104 r YExr 11, 2008 qF W T,, FIM • WAOM". pires octobeInc.. Spp.3gy7019 lrk U.S. DEPARTMENT OF: HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal EmergencyManagementAgency EXDires February 28. 2009 Netir..11 Floc; Insurance Program Important: Read the instructions on pages 1-8. - SECTION A - PROPERTY INFORMATION For Insurance Company Use: A2. Building Street Address (including Apt., Unit, Suide, and/or Bldg. No.) or P.O. Route and Box No, Company NAIC Number 2429 Marshall Avenue COY Sanford State FL ZIP Code32771 A3. Property Description (Lot and:Bk)ck Numbers, Tax Parcel Number, Legal Description, etc.) i Lot 7, Block 5. 3rd Section Dreamwold, Plat Book 4,;.Page7o, Seminole Co.,FL A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. LaftKie/Longitude: Let. NU04716" Long. 1' "4 " Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if thlii Certificate is beigg used to obtain flood insurance. A7, wilding Diagram Number? All, 'For a building with a crawl Space or enclosure($), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosures) sq It a) Square footage of attached garage 461.3 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosures) walls within1.0 foot above adjpoent grade walls within 1.0 foot above adjacent grade a) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9 b sq in SECTION '&;FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81, NFIP Community Name & Community Number , B2. County Name B3. State 12021 Seminole FL d• "W" Number 80. Suffix B6. F RM Index 87. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 0045 E ate Effective/Revised Date Zone(s) AO, use base flood depth) April: 17, 1995 April 17, 1995 X N/A e rr+F RWKAW um source or Me Mae Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) _ 811, Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ® Other (Describe) WA 412, - Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No I;J1101111;tlptuNt Qate ❑ CBRS ❑ OPA INFORMATION (SURVEY Ming elevations are based'on: [I Construction Drawings' [I Building Under Construction* ® Finished Construction A ' now Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones A1,A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO, Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized Seminole County #5085201Vertical Datum NAVD 1988 Check the mesaurement used. a) ' Top of bottom floor (including basement, crawl space, or enclosure floor)_ 377.2 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor _ _ ❑ feet ❑ meters (Puerto Rico only) Q . 80,40rlt of the lowest horigontal structural member (V Zones only) _ _ ❑ feet ❑ meters (Puerto Rico only) d) ' AttaCW garage (top of Web) .7 ® feet ❑ meters (Puerto Rico only) a) Lowest elevation of machinery or equipment servicing the building 2Z.1 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (flnishiiiQ grade (LAG) AQ.1 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 3¢.7 0 feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This cartfVtlion is to be signed sod sealed by a land surveyor, engineer, or architect authorized by law to certify elevation NttOemPl orl. I ow* that the inlbwation on this Certifcate represents my best effcos to interpret the data available. i understand that any false statement may be punishable byfine or imprisonment under 18 U. S. Code, Section 1001. Check here if comments are provided on back of form. Car1ih11r's Name Paul D. Watkins License Number PSM 6315 TJ6s Iassonal Surveyor and Mppper - Company Name Central Florida Consulting Surveyors, Inc Address 629 Maitland Avenue City Altamonte Springs State FL ZIP Code 32701 $lgnature _ A# Date r, ,_, Telephone (407) 767-0166 -IMPORTARr. In spaces, copy the correspondlna Information from Section A. I For If%urance Companv Use: wiming arrest Aaaress pncivarng Apt., unn, rune, anwor etiog. no.i or KU. rcoute ano tsox NO. I Noucy rummer I 2429 Marshall Avenue City Sanford StsteFLZIP Code 32771 Company NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Item e) in Section C2 is Air Conditioner on Concrete Pad 7 ` e ,& ❑ Check here If SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A For Zones AO and A (without BFE), complete Items E1-ES. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent' grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑. above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see age 8 of Instructions), the next higher hoof (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or [below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet [Q meters ❑ above or ❑ below the HAG. E5. 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 maha"mollit 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, and E for Zone A (without a FEMA-issued or community -Issued BF!) or Zone AO must sign here. The statements in Sections A, B, and E are comW to the Dent of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State Signature Date Telephone Comments ❑ �Qt�S. 'efts moment! ; `. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement Used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by A licensed surveyor, engineer, or arbhitect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued SFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) Is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Complion;;/-Ocwponcy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. WE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 81-31,`February 2006 R plaices all BOUNDARY SURVEY SCALE 1 " = 20' LOT 13 FND 5/8" 1 NO ID LEGAL DESCRIPTION LOT 7, BLOCK 5, 3R0 SECTION DREAMWOLD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 70 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 8 SYMBOLS Co, WOOD POWER POLE @ CLEAN OUT @o IRON ROD & CAP SPOT ELEVATION U * V V MIF,1 lop,IP CONC CONCRETE CB CONCRETE BLOCK WF WOOD FRAME WM WATER METER COV COVERED IRC IRON PIPE AND CAP FND FOUND OHW OVER HEAD WIRE �2PLAT 1 MEASURED N&D NAIL AND DISK ID IDENTIFICATION CERTIFIED TO: O n 1 n M LOT 14 60.00' (P) N00'07'08"W (M) 59.96' (M) 6' CHAIN LINK FENCE h .y0 5D 7' UTILITY EASEMENT SEPTIC TANK DRAIN FOLD LOT 7 BLOCK 5 21.70' COV CONC V Vo 8.50' ti 0 #2429 ° 1 STORY CB " & WF RESIDENCE FINISHED FLOOR= 37.21' �Ia , 3 -•.�-- 3.00' t` :n J � < O Co Z; o Z I O 21.30' CONC DRIVE she N00 24'20"W (M) FND 1/2" IRC "PLS 5238" �0 Ingrid Anzules Absolute Title Agency Fidelity National Title Insurance Company Countrywide Home Loans, Inc. NOTES 0� LOT 15 a SET 5/8" IRC LB 6771" 1 '11 L 0.84 � a l 0 o' 00 n M M �6. w AC ON CONC PAD 1L0 L0.00' (P) WM 9.99' (M) 00 LOT 6 SW CORNER BLOCK 5 1 WM D9 372.43' (M) SET 5/8" IRC OHW "LB 6771" ASPHALT PAVEMENT MARSHALL ,o AVENUE 1. DATE OF FIELD SURVEY: 8/23/06 REVISED: 9/7/06 ADDED NOTE 7. 2. BEARINGS SHOWN HEREON ARE REFERENCED TO THE WEST LINE OF LOT 1, SAID BEARING BEING NOO-27.56-W (ASSUMED DATUM). 3. ELEVATIONS SHOWN HEREON ARE REFERENCED TO SEMONOLE COUNTY BENCH MARK #5085201, BEING A NAIL & DISK HAVING AN ELEVATION OF 34.626' NAVD 1988. 4. UNDERGROUND IMPROVEMENTS AND/OR UTILITIES, IF ANY, WERE NOT LOCATED DURING THE CONDUCT OF THIS SURVEY. 5. THIS SURVEY ONLY REFLECTS MATTERS OF RECORD AS PROVIDED BY THE CLIENT. THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS, RIGHTS OF WAY, ENCUMBRANCES OR RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 6. SUBJECT LAND SHOWN HEREON LIES IN FLOOD ZONE "X- (AREAS OUTSIDE THE 500-YEAR FLOODPLAIN) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY No.120294, PANEL 0045, SUFFIX E, HAVING AN EFFECTIVE DATE: APRIL 17,1995. 7. THE FINISHED FLOOR ELEVATION OF THE STRUCTURE LOCATED ON THE SUBJECT PROPERTY SHOWN HEREON MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN CHAPTER 18, SECTION 18-4 (a) OF THE SANFORD CITY CODE. eirG CENTRAL FLORIDA CONSULTING SURVEYORS 629 Maitland Avenue - Altamonte Springs, FL 32701 Tel: (407) 767-0166 Fax: (407) 767-8558 email: cfcs6771@cfl.rr.com Certificate of Authorization #LB6771 I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNCAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE P RSUANT TO SECTION 472.027, FLORIDA STATUTES. PAUL 0. WATKINS PSM # 6315 NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER —// J CITY OF SANFORD PERMIT APPLICATION Permit # : Q .�gDate: Job Address- Q'1617 jd�s ( ye,. SiMt �eiCr L 1�1 Description of Work: E1e ir;c 44,1 1.w Va 1+46 c. Total Square Footage ! q00 Historic District: Zoning: Value of Work: $ � 300, 60 Permit Type: Building Electrical _X_ Mechanical Plumbing Fire Sprinkler/Alarm J_ Pool Electrical: New Service — # of AMPS (240 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential x Commercial Industrial Construction Type: N'V # of Stories: 1— # of Dwelling Units: �_ Flood Zone: (FEMA form required) Owners Name & Address: -TgiW Mwo5 k 732 tkAm e KwY 0 c_ -� Ju761 Phone: Y0 !7 45Yn. /5941 Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 Signature of Owner/Agent Date Signaturen of Contractor/Agent Date Print Owner/Agent's Name Pp"- lraKr/Ages Name Signature of Notary -State of Florida Date Owner/Agent is , Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 UTIL: FD: ignatute•ofNota'Y,441f,Rf&AOON Date ASION # DD 18WI S: i:6bniery2S, 2W7 �,blwy ONoowft AMC, CO ., Contractor/Agent isv erson—aflyoiwn to Me or Produced ID ENG: BLDG: CITY OF SANFORD PERMIT APPLICATION Permit # :_ O1J _ -\1 Date: Job Address: Description of Work: Historic District: Zoning: Total S,q,y�u`�are Footage ` OO Value of Work: $ w Permit Type: Building __ Electrical _ Mechanical Plumbing �� Fire Sprinkler/Alarm ____ Pool Electrical: New Service - # of AMPS T Addition/Alteration _^__ Change of Service Temporary Pole _ Mechanical: Residential __ Non -Residential Replacement __ New (Duct Layout &. Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures �# of Water &, Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wate Closets c�- Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Construction Type: M of `St_ories: # of Dwelling Units: Flood 'Lone: (FEMA form required ) Owners Name & Address:— _ `- f Phone: Contractor Name & Address: yr � � �+I State License Number: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Person: Phone: Fax: Phone: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT W ITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTICE: In addition to the requirements of this permit; there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 Date Date UTIL: FD: Signature of QQatractorA t ( 1 Date �� J y--v Print Contractor0tgerif's Name i azure o tt+te-gr�1 roh 23, 2008 Date Tn;u F� �: ac:ra. 8adoel Notary Services Contractor/Agent is ✓ Personally Known to Me or Produced ID ENG: BLDG: Feb 24 06 08;00a 1 p.14 DEVELOPMENT February 23, 2006 Dan Florian City of Sanliird Building Official PO Box 1788 Sanford. F 132772-1788 IC,: Residence at 2429 Marshall Ave. Sanford, FI Dear Mr. Florian: 6is40VNOV 11C. We are hereby requesting a 90 day time extension f'or the permit application for this - project due to the extensive amount of time required to procure the septic tank Permit frorn Seminole County after the application was submitted. TILvik you for yuur consideration in this matter. Regards 1•luggins 129 l ORIN ROAD • ALTAMONTE SPRINGS. FLORIDA • 32701 PHONE: 407-599-4711 - FAX: 407.599-4733 a F �4 06 09:00a P.15 01/83;2086 13:1G 4076653622 ;CF10 ENV ►E1LTH STATE OF' PLORIDA SIM DEPARTMEAT Or 'HEAL' III ONSITE SLVAGE TREK...'MENT AND DISPOSAL SYSTEM lv� COM8TRUCvxON WwRial: PAGE 10/13 CENTRAX 4. 99-82-00283 DATE PAID: FEG PAID 0 RECI! PT OST09NDR 05-9279—M CONSTRUCT::ON P$RNIT FOR: ( )C )Nov Syr%em [ )Existing 93•stem ( )wolding Tank 1 ) Innovative Other ( I Repair ( I Abendonnom I I TOMporaey ( vo 1 APPLICAN7, Motro Dey03.PS06E AGENT: 00-0000, N/A PROPERTY :!TREET ADDRESS: 242� 9 Mxminall Ave Sanford FL 32771 LOT: �BLOCK. -oaf SUBDIVISION: D emwold I?action ToNn5"ip F*n9e ParCe o.) PROPERTY :iD A: 38-19-30-924-0400-00 (OR TAX ID NUM ZR) a�cx SYSTEM MUST BE CONSTRUCTED IN ACC(fLOUCE WITH SPEC14ACATION9 AND STANDARDS OF CHAPTER 64$-6,1rAC DE'PARTMENz APPROVAL OF BYSTEN DOE! NOT GVARJWTSE GATISPACTORY PE.RFORMANCt FOR ANY SPECIFIC TIME PERIOD. 1NY CHANGE IN MATERIAL rtCTS "MICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE Tilt APPLICANT TO NODTCY Tit PERMIT APPLTC)1TrON. SUCH W901FTCATIONS MAY RESULT IN TRI9 PERMIT DSF NG MADE NULL AND VOID. TSSUANCZ OF THIS PERMIT DOV NOT EXEMPT THE APPLICANT VROM COMPLIANCF WITH OTHER FEDERAL, b'iT TL OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. 5YSYLM DZ!;ZI;N AND SPECIFICATIONS T 1 900 )Callon% SZPTIC TANK A 1 0 )Gallons N ( 0 1CALLONL GRIIASE INTERCC'eTOR CAPACITY K ( 225 )GALLONS DOSING TANX CPPACITY 1 100 MULTI-Cf"ERED/IN SERIES: (Y 1 VOLTZ-CHAMBERED/1N 9ERTF6; Ix ) ) QV: LOOS 8 13 ) DOSZQ PER 24 Nns 0 PUMPS( 1 ) 0 1 462 )SOUARC FELT PRIMARY 5AA1NfrEL0 SYSTEM R [ 0 150VARE FEET SYSTEM eg)31 1-ow o -9 SraWx I CONFIGI)RATION: bold V'h /rl� N P LOCATION TO B.ZNCHMARK: QT"92 Ij!ot at Sontwnc oi' Y1srx1hM11 Aw P'rant Loe 6 I r4zvAT70N OF PROPOSED SYSTEM SITE ( 2.90 ) 1 T1V=9 ) ( ASCA ) "NCRMAItX/kEFERr..NCE tDINT E DOTTON OF ORAINrZELD TO INC [ 20.90 ) ( =143113 ) ( AHOVK ) BCNCHMARlC/AF.F&RENCE POINT .L D fILL AUQUIRED: ( 32.0 11NCHES GICCAVATIO14 REQUIRED: ( 26.0 ) INCHES OTHER REMY+RK9: �M isowwortl contwactos installing M systm as rospvnaibJa or installing the winsaus +s%*9"7 'At tank is OccOfOunee wit .% a. 64X-6. 033 (3) (f) , IrAC. A e4nimnw cat 3 tank aw re";sm wiRk no aim* tAas ill S.noba.s or OOwsr seil.Condieiona apply only to the area "W"atid■bed. 1t othes eenhWts0010 sae sncswtrod durrAe0 eoaataVotioa,WW onq should be nocifioa :snrai.tsly(l) s3esve potable rater 11sss trltbin 10 feet of :SOLOrleld. Leave uncovered for inepeotiou. 14) ►r;'Oete Potable wells R"t be 75 ft iron systas, ban -potable So ft/locotm ah►d park rolls. I:le) Mo Po;etian of dr"ftft%X0 SW b• loeatod in any aassmeat. (ZZ) Spoil material revs 6e0intl614 rsp*49 *call not be wad in alraeem Yepsis 4134 sUall On aaapoved of Prior to aaotivn. It a1%WlAom=vnt: dsain[ield So goLap back is s)tistssq bastion, tiotll cpep asevai o! old dsail►t�pow regsrdleahu of dagla Issas be aamaDiiabsA, (23) Tkas office Val Canduat a sieo evolusthon which will be oI-ne):aa er tIss or ,nrpectlen tc oonfitah that ooylr sound below the b,9.0. are osnsiytanb and in eoMpliaiaOndntfa, with $49-4 Y.A.C. In alditias WW diwcrepancias wa]1 be corraOTld and this office will 6/'L'CrpYCAy'CONt DY' Lew, DQgALp TITLE: APPROVED E,C: Vur'Y0k l TITLE)_EN 8poeialiet Y Seminole CND OATS IS91101): 12/21/Oh hw 00).9, Ol/�.7 hOboolc00� pauvl,orh■ •dih:loor which ..y not be vied) (Stuck NUabrr.: 3744-001-g016-01 I��N. •r,. _.n)+.hr C0/Z0 3OVd 331t7I OOSStIml EXPIRATION DATt: 6/21107 NO I of 2 00065EZTZ£ 80:ZT 900Z/01/ZO 24 06 09:00a -A P.16 _01/03/:''806 13:1G 4076653622 SCHD ENV HEALTH PACE 11/13 ahawgo a too of 3U - 00 Moir a saes avo lustian - 39/23/$606 P.b. assign psgaj" i. No'jw W Doss cycle v i R POT dsY. Onw V%UW Naquired. Doss zatirs DrsastYirid saoh vycia. RleVe =Us 09 cetUriod ab witable goat divuUmtia g ssvaps veflumt • 9HF;CZCICA w"s BY: La., Donald TITLE: APPROVED 91': Dullak, KialtHrly TITLE: $N soeei,.slast Z B�i.nolo. CHD MU iSS06t): i2l2l/O5 /s 40Sn. 03/91 IOseoletes pv*vleue edltiose .h►ee soy not br uoodl IStaei rufte,:: 37ee-001-401E-01 te.w_00% 4011-11 EXVIMTZON DATE: 6/21/0h Pane 1 01 2 66/66 39Vd q.71.</IOOr'SvMv l 0666SEZ TZE bO:Z i lirdoc/01/40 • .... 1.n.o. ua uapn Na 11.41 THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: �LYNNE R. WILSON, ESQUIRE Shuffield, Lowman & Wilson, P.A. Post Office Box 2087 Orlando, Florida 32802-2087 PERMIT NO. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05827 PGS 0557-0559 CLERK'S # 2005125557 RLWHDEU 07/26/2005 02143:09 PM RLIXIHDINU FEES 27.00 RECORDED BY D Thomas `pY't GEhl�NN6 0�� k\ MPFtIp4 S�N,1N ppuN TAX FOLIC3� NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF SEMINOLE 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 this Notice of Commencement: Description of property: SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFERENCE 2. General description of improvement: construction of seven single-family residences 3. Owner information: a. Name and address: JOHN B. MUROSKI 732 Keaton Parkway Ocoee, Florida 32761 b. Interest in property: fee simple c. Name and address of fee simple title holder (if other than Owner): 4. Contractor (name and address) METRO DEVELOPMENT GROUP, INC., a Florida corporation 129 Robin Road Altamonte Springs, FL 32701 a. Phone Number b. Fax Number (optional, if service by fax is acceptable). 5. Surety: N/A a. Name and address: b. Phone Number_ c. Fax Number d. Amount of bond: $ (optional, if service by fax is acceptable). SACUENTS\B\B8&n1 188 Metro Development Group, Inc\l 188aip.wpd 6. Lender: (Name and address) BRANCH BANKING AND TRUST COMPANY 255 South Orange Avenue, Suite 112 Orlando, Florida 32801 a. Phone Number (407)563-4017 b. Fax Number (optional, if service by fax is acceptable). 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (Names and addresses) a. Phone Number b. Fax Number (optional, if service by fax is acceptable). 8. In addition to himself, Owner designates CATHERINE W. MONTGOMERY, Vice President of BRANCH BANKING AND TRUST COMPANY, 255 South Orange Avenue, Suite 112, Orlando, Florida 32801 to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes. a. Phone Number (407) 564-4017 b. Fax Number (optional, if service by fax is acceptable). 9. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): /J (Owner) STATE OF FLOPJDA COUNTY OF MUROSKI, Individually The foregoing instrument was executed, sworn to and acknowledged before me this July 02 , 2005, by JOHN B. MUROSKI, Individually. 7yk� .n�,,,,,,, ,,,,,,,,,, ..D Signa of Not ublic (SEAL MAAY ECommDDOJ6?7!7 Exp"s MZ/=ppj ��>„" "•. Name of Notary Public (Typed, Printed or stamped) Personally Known OR Produced Identification ✓ Type of Identification Produced: (fir ye—rx l cr- t a-G, S\CLIENTS\B\BB&n1188 Metro Development Group, Inc\I 188uip.wpd EXHIBIT "A" LeEal Description Lots 1, 2, 3, 4, 5, 6 and 7, in Block 5, of 3rd SECTION DREAMWOLD, according to the plat thereof as recorded in Plat Book 4, page 70, of the Public Records of Seminole County, Florida. S \CLIENTS\B\BB&l'\l 198 Metro Development Group, IncU I881e8a1 wpd RECEIVED CITY OF SANFORD PERMIT APPLICATION Permit # : Date: _ Job Address: 2429 Marshall Avenue Sanford Florida Description of Work: Construct Single Family Residence Historic District: Zoning: SR-1 Value of Work: S C Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines �4r� Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial �QQ Occupancy Type: Residential X Commercial Industrial Total Square Footage: r Construction Type: Block # of Stories: 1 # of Dwelling Units: I Flood .one:_ }_ (FEMA form required for other than X) Parcel #: 36-19-30-524-0500-0040 (Attach Proof of Ownership & Legal Description) Owners Name & Address: John B. Muroski 732 Keaton Parkway, Ocoee, FL 32761 Phone: 407-654-1594 Contractor Name & Address: Metro Development Group Inc 129 Robin Road Altamonte Wirings FL 32701 State License Number: CBC1251%5 Phone & Fax: 407-599-4711 Contact Person: GM Huggins Phone: 407-468-9217 Bonding Company: Address: Mortgage Lender: BB&T Address: 255 South OranPe Avenue, Orlando, FL 32801 Architect/Engineer: Distinguished Designs/Rod Vermillio: Ken Ehlers, P.E. Phone:_407-772-7768 / 352-383-0760 Address: 216 Markham Woods Rd., Longwood / 6034 Falconbridge Place, Mt. Dora Fax: 407-772-2162 / 352-383-8650 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit jyrp'itication that I will notify the owner of the property of the require is of FI da Lien Law, FS 713. 7' X„? Sf i Owner/6gent Date Signature of Contrfic gent Date ✓ nt Owne e e (4ntractor ynt _ afore of Not -State o lorida Date of Notary-S to of Flo d PaY Pu ategn sP JULIA ANN NIEMANN !`7MMISSION I DD 299770 opub JU � " NNIEMANN* �, isPersonal) Known to Me or r/A ent i Personal) o Lxi'iHr 5: March 27, 2008 * * t JJ �Iqd- Produced [D y 'rFOFra,� 6wldS+d7Mu9u6yrtNstuyServices t °@ Bonded Thru Bodget Notary Servises (� APPLICATION APPROVED BY: Bldg \/ Zonin ti $ / 2/ 2 0 55 utili�. FD: (Initial & Date) �-�k Date) (htt & D ) (Initial do Date) Special Conditions: Uffj7 Y IMPACT FF. &S FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A - -- Project Name: - __ ---- --- -- -- ._- 5F08DIST -- - ---- --- Builder: Address: Permitting Office: SANFORD City, State: SANFORD, FL Permit Number: Owner: SPEC HOME Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type Single Pane a. Clear glass, default U-factor 180.4 ft2 b. Default tint 0.0 ft' c. Labeled U or SHGC 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Frame, Wood, Adjacent b. Concrete, Int Insul, Exterior c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New _ Single family _ 1 _ 3 _ No _ 1440 ft' Double Pane 0.0 ft2 _ 0.0 ft' 0.0 ft' R=0.0, 139.4(p) ft _ R=11.0, 416.3 fl' _ R=4.1, 690.7 ft' _ R=30.0, 1440.0 ft2 Sup. R=6.0, 50.0 ft _ 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 Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points: 21299 PASS Total base points: 21989 Cap: 30.0 kBtu/hr SEER: 10.00 Cap: 30.0 kBtu/hr _ HSPF: 7.50 Cap: 40.0 gallons EF: 0.88 PT, CF, I hereby certify that the plans and specifications covered ;Review of the plans and sr by this calculation are in complia ith the Florida specifications covered by this O� = aT4o Energy Code. calculation indicates compliance y�.,,;'" tsE - 1 �4 with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for I hereby certify that this bul g, as designed, is in compliance with Section 553.908 r'tooD wc�``� compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:, SANFORD, FL, PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1440.0 25.78 6682.2 Single, Clear E 0.0 0.0 15.0 63.97 1.00 959.6 Single, Clear S 15.0 7.7 40.0 48.22 0.50 958.5 Single, Clear N 0.0 0.0 24.0 30.19 1.00 724.6 Single, Clear W 0.0 0.0 30.0 57.68 1.00 1730.4 Single, Clear S 0.0 0.0 30.0 48.22 1.00 1446.7 Single, Clear SE 18.0 6.0 16.0 61.07 0.41 397.4 Single, Clear SE 18.0 7.7 19.4 61.07 0.42 495A Single, Clear E 0.0 0.0 6.0 63.97 1.00 383.8 As -Built Total: 180.4 7096.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 416.3 0.70 291.4 Frame, Wood, Adjacent 11.0 416.3 0.70 291.4 Exterior 690.7 1.90 1312.3 Concrete, Int Insul, Exterior 4.1 690.7 1.18 815.0 Base Total: 1107.0 1603.7 As -Built Total: 1107.0 1106.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Base Total: 20.0 96.0 As -Built Total: 20.0 96.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1440.0 2.13 3067.2 Under Attic 30.0 1440.0 2.13 X 1.00 3067.2 Base Total: 1"0.0 3067.2 As -Built Total: 1440.0 3067.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 139.4(p) -31.8 -4432.9 Slab -On -Grade Edge Insulation 0.0 139.4(p -31.90 -4446.9 Raised 0.0 0.00 0.0 Base Total: -4432.9 As -Built Total: 139.4 -4"6.9 INFILTRATION Area X BSPM = Points Area X SPM = Points 1440.0 14.31 20606.4 1440.0 14.31 20606.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, SANFORD, FL, PERMIT #: I BASE AS -BUILT Summer Base Points: 27622.E Summer As -Built Points: 27525.6 Total Summer X System = Cooling Total X Cap —_— _ X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 27525.6 1.000 (1.087 x 1.150 x 0.95) 0.341 0.902 10059.8 27622.6 0.4266 11783.8 1 27525.6 1.00 1.188 0.341 0.902 10059.8 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, SANFORD, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1440.0 5.86 1518.9 Single, Clear E 0.0 0.0 15.0 12.37 1.00 185.6 Single, Clear S 15.0 7.7 40.0 9.90 2.21 876.8 Single, Clear N 0.0 0.0 24.0 15.07 1.00 361.6 Single, Clear W 0.0 0.0 30.0 13.25 1.00 397.4 Single, Clear S 0.0 0.0 30.0 9.90 1.00 296.9 Single, Clear SE 18.0 6.0 16.0 10.59 1.94 328.4 Single, Clear SE 18.0 7.7 19.4 10.59 1.88 385.8 Single, Clear E 0.0 0.0 6.0 12.37 1.00 74.2 As -Built Total: 180.4 2906.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 416.3 1.80 749.3 Frame, Wood, Adjacent 11.0 416.3 1.80 749.3 Exterior 690.7 2.00 1381.4 Concrete, Int Insul, Exterior 4.1 690.7 3.31 2282.8 Base Total: 1107.0 2130.7 As -Built Total: 1107.0 3032.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Base Total: 20.0 102.0 As -Built Total: 20.0 102.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1440.0 0.64 921.6 Under Attic 30.0 1440.0 0.64 X 1.00 921.6 Base Total: 1440.0 921.6 As -Built Total: 1440.0 921.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 139.4(p) -1.9 -264.9 Slab -On -Grade Edge Insulation 0.0 139.4(p 2.50 348.5 Raised 0.0 0.00 0.0 Base Total: -264.9 As -Built Total: 139.4 348.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 1440.0 -0.28 -403.2 1440.0 -0.28 -403.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, SANFORD, FL, PERMIT #: BASE I AS -BUILT Winter Base Points: Total Winter X System = Points Multiplier 4005.2 0.6274 4005.2 Winter As -Built Points: 6907.8 Heating - Total X Cap X Duct X System X Credit = Heating Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6907.8 1.000 (1.078 x 1.160 x 0.95) 0.455 0.950 3547.7 2512.9 1 6907.8 1.00 1.188 0.455 0.950 3547.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:, SANFORD, FL, 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 3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points 11784 2513 7692 21989 1 10060 3548 7692 21299 PASS '%�20D M EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:, SANFORD, FL, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _I SECTION _ REQUIREMENTS FOR EACH PRACTICE _ _ _. _CHECK_ Exterior Windows & Doors _606.1.ABC.1.1 Maximum:.3 cfm/sic .ft_window area; .5_cfm/sq.ft, door area. _— ... ..... Exterior & Adjacent Walls 606.1.ABC.1.2.1 foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. - ------ -- -- 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; installed that is sealed at the perimeter, at penetrations_ and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 conditioned space, tested. Multi -story Houses _ 606.1.ABC.1.2.5 Air barrier on_ perimeter of floor cavi between floors -- Additional Infiltration reqts 606.1.ABC.1.3 have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS ___.._�_ ti SECTION .... _. CHECK Water Heaters 612.1 _REQUIREMENTS _— -- breaker (electric) or cutoff as must be provided._ External or_built-in heat trap re cared. Swimming Pools & Spas 612.1 must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiencyof 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 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 s sy tern• -- -- - 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-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score, the more efficient the home. SPEC HOME, , SANFORD, FL, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 _ b. N/A 5. is this a worst case? No _ 6. Conditioned floor area (ft') 1440 ft' c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 180.4 ft' 0.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' 0.0 ft' _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft' 0.0 ft' _ d. Tint/other SHGC - double pane b. N/A 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 139.4(p) ft _ c. N/A b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance a. Frame, Wood, Adjacent R=11.0, 416.3 ft' b. Concrete, Int Insul, Exterior R=4.1, 690.7 ft' _ b. N/A c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1440.0 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: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 50.0 ft _ MZ-C-Multizone cooling, b. N/A 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: Address of New Home: Date: City/FL Zip: Cap: 30.0 kBtu/hr _ SEER:10.00 _ Cap: 30.0 kBtu/hr _ HSPF:7.50 _ Cap: 40.0 gallons _ EF: 0.88 PT, CF, *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. TM your home may qualify for energy efficiency. mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) t RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House CEE BEE AIR SYSTEMS, INC. Job: 5F08DIST 6-8-05 P.O. BOX 2247, APOPKA, FL 32704-2247 Phone: 407-886-5960 Fax: 407-886-6326 Email: ceebeeairsystems@cfl.n.com Web: ceebeeair.com Project• . • For: DISTINGUISHED DESIGNS "SPEC HOME" SANFORD/SEMINOLE CTY, FL Notes: 1440 SQ FT Design Information Weather: Orlando AP, FL, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Building heat loss 24724 Btuh Ventilation air 50 cfm Ventilation air loss 1760 Btuh Design heat load 26484 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coolingg Area (ft2) 1422 1422 Volume (ft') 11372 11372 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 190 95 Heating Equipment Summary Make Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 0 Btuh @ 470F 0 OF 1000 cfm 0.040 cfm/Btuh 93 OF 75 OF 18 OF M 50 % 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 18240 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 18845 Btuh Latent Cooling Equipment Load Sizing Internal gains 920 Btuh Ventilation 1474 Btuh Infiltration 2795 Btuh Total latent equip. load 5189 Btuh Total equipment load 24035 Btuh Req. total capacity at 0.70% SHR 2.2 ton Cooling Equipment Summary Make Trade Efficiency 0.0 EER Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0.055 cfm/Btuh Load sensible heat ratio 79 % Bold/italic values have been manually overridden wrjghtsoft Right -Suite Residential- 5.5.06 RSR30434 2005-Jun-08 11:14:48 )m F:\RIGHT J ARCHIVES\2005\5F08DIST.rsr Page 1 RIGHT-J SHORT FORM Entire House CEE BEE AIR SYSTEMS, INC. Job: 5F08DIST 6-8-05 P.O. BOX 2247, APOPKA, FL 32704-2247 Phone: 407-886-5960 Fax: 407.886-6326 Email: ceebeeairsystems@cil.rr.com Web: ceebeeair.com Project• . • Make Trade For: DISTINGUISHED DESIGNS "SPEC HOME" SANFORD/SEMINOLE CTY, FL Design• • Htg Clg Infiltration Outside db (OF) 38 93 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 32 18 Fireplaces 0 Daily range - M Inside humidity (%) - 50 Moisture difference (gr/lb) - 43 HEATING EQUIPMENT COOLING EQUIPMENT Make Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 1000 cfm Actual cooling fan 1000 cfm Heating air flow factor 0.040 cfm/Btuh Cooling air flow factor 0.055 cfm/Btuh Space thermostat Load sensible heat ratio 79 % ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) MAST BED 212 5817 4573 235 251 DINING 89 2492 1277 101 70 FOYER 56 1628 661 66 36 LAUNDRY 71 834 1018 34 56 KITCHEN 105 261 273 11 15 BATH 2 52 130 136 5 7 BED 3 174 4198 4200 170 230 BED 2 163 3651 2685 148 147 FAMILY 364 3324 2112 134 116 MAST BATH 74 1831 1081 74 59 223 23 97 MAST WIC 63 557 Sold/Italic values have been manually overridden A�_, wrightsoft Right -Suite Residential TM 5.5.06 RSR30434 2005-Jun-08 11:14:48 F:\RIGHT J ARCHIVES\2005\5F08DIST.rsr Page 1 Entire House d 1422 24724 18240 1000 1000 Ventilation air 1760 990 Equip. @ 0.98 RSM 18845 Latent cooling 5189 T/ -I P AAnn nGA OA 7A n4C inns 4/1/1/1 Bold/italic values have been manually overridden wrightsoft Right -Suite ResidentialTM 5.5.08 RSR30434 F:\RIGHT J ARCHIVES\2005\5F08DIST.rsr 2005-Jun-08 11:14:48 Page 2 RIGHT-J COMPONENT CONSTRUCTION REPORT Entire House CEE BEE AIR SYSTEMS, INC. Job: 5F08DIST 6-8-05 P.O. BOX 2247, APOPKA, FL 32704-2247 Phone: 407-886-5960 Fax: 407-886-6326 Email: ceebeeairsystems@ctl.rr.com Web: ceebeeair.com For: DISTINGUISHED DESIGNS "SPEC HOME" SANFORD/SEMINOLE CTY, FL Information -----Design Htg Clg Infiltration Outside db (OF) 38 93 Method Simplified Inside db (°F 70 Design TD (° ) 32 75 18 Construction quality Fireplaces Average 0 Daily range - M Inside humidity (%) - 50 Moisture difference (gr/lb) - 43 CONSTRUCTION DESCRIPTIONS AREA R-VAL AIR HTG HTM LOSS CLG HTM GAIN Ytl) (tN-°F/Btuh) (Btuh/°F) (13MV(°) (Btuh) (Btuh1w) (Btuh) WALLS 13C Wd Fr Part, R-11,1/2" Gypsum,R0.5 Sheath 416 11 37.5 1.4 599 1.2 487 14B Masonry Wall,8" or 12" Block + R-5 691 6.9 99.5 4.6 3183 2.1 1422 WINDOWS 1 C Metal Frame, Single Pane, Clear Glass 121 0.9 140 37 4472 58 7025 9A Door,Wood Fr,Single Pane, Clr Glass 19 1.1 18.2 30 581 29 571 8C SGDoor,Metal Fr,Single Pane,Clear Glass 40 0.9 46.2 37 1477 29 1175 DOORS 11 A Metal, Fiberglass Core 20 1.7 11.8 19 377 13 255 CEILINGS 16G Under Unconditioned room, R-30 insulation 1422 30 46.9 1.1 1501 1.4 1970 FLOORS 22A Slab Floor on Grade, No Edge Insulation 139 1.2 113 26 3614 0.0 0 t wrightsoft Right -Suite ResidentialTM 5.5.06 RSR30434 2005-Jun-08 11:14:48 R& F:\RIGHT J ARCHIVES\2005\5F08DIST.rsr Page 1 Job #: 51F08DIST Performed by JAS for: DISTINGUISHED DESIGNS "SPEC HOME" SANFORD/SEMINOLE CTY FL Sheet 1 CEE BEE AIR SYSTEMS, INC. P.O. BOX 2247 APOPKA, FL 32704-2247 Phone:407-886-5960 Fax:407-886-6326 Scale: 1 : 117 Page 1 Right -Suite Residential (tm) 5.5.06 RSR30434 2005-Jun-08 11:15:16 IT J ARCHIVES\2005\5F08DIST DUCT SYSTEM SUMMARY Entire House CEE BEE AIR SYSTEMS, INC. Job: 5F08DIST 6-8-05 P.O. BOX 2247, APOPKA, FL 32704.2247 Phone: 407-886-5960 Fax: 407-886-6326 Email: ceebeeeirsystems®cfl.rr.com Web: ceebeeair.com Project• . • For: DISTINGUISHED DESIGNS "SPEC HOME" SANFORD/SEMINOLE CTY, FL External Static Pressure: Pressure Losses: Available Static Pressure: Friction Rate: Actual AVF: Total Effective Length (TEL): HEATING COOLING 0.00 in H2O 0.00 in H2O 0.00 in H2O 0.00 in H2O 0.00 in H2O 0.00 in H2O 0.000 in/100ft 0.000 in/100ft 1000 cfm 1000 cfm 359 ft Name Htg (Btuh) Clg (Btuh) Htg (cfm) Clg (cfm) Dsn FR Vel (fpm) Dia (in) Rect Sz (in) Duct Matl Trnk MAST BED 5817 4573 235 251 0,000 0 0 9x 0 VIFx st1 DINING 2492 1277 101 70 0.000 0 0 6x 0 VIFx st1 FOYER 1628 661 66 36 0.000 0 0 5x 0 VIFx st1 LAUNDRY 834 1018 34 56 0.000 0 0 5x 0 VIFx st1 KITCHEN 261 273 11 15 0.000 0 0 5x 0 VIFx st1 BATH 2 130 136 5 7 0.000 0 0 4x 0 VIFx st1 BED 3 4198 4200 170 230 0.000 0 0 8x 0 VIFx st1 BED 2 3651 2685 148 147 0.000 0 0 7x 0 VIFx SO FAMILY 3324 2112 134 116 0.000 0 0 7x 0 VIFx st1 MAST BATH 1831 1081 74 59 0.000 0 0 6x 0 VIFx st1 MAST WIC 557 223 23 12 0.000 0 0 4x 0 VIFx st1 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Vel (fpm) Diam (in) Rect Duct Size (in) Duct Material Trunk st1 Peak AVF 1000 1000 0 0 12 x 0 RectFbg Bold/itallc values have been manually overridden At. vvnghtsoft Right -Suite Residential TM 5.5.06 RSR30434 2005-Jun-08 11:23:11 XI-16 F:\RIGHT J ARCHIVES\2005\5F08DIST.rsr ' Page 1 Return Branch Detail Table Diffus Design Design Design Vel Dia Rect Sz Stud/Joist Duct Name Sz (in) AVF (cfm) (in H2O) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 0 x 0 274 0.00 0.000 0 0 14 x 0 VIFx rt1 rb2 0 x 0 71 0.00 0.000 0 0 9 x 0 VIFx rt1 rb3 0 x 0 142 0.00 0.000 0 0 8 x 0 VIFx rt1 rb4 0 x 0 514 0.00 0.000 0 0 10 x 0 VIFx rt1 Return Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Vel (fpm) Diam (in) Rect Duct Sz (in) Duct Material Trunk rt1 Peak AVF 1000 1000 0 0 14 x 0 RectFbg ti wrightsoft Right -Suite Residential- 5.5.06 RSR30434 2005-Jun-08 11:23:11 F:\RIGHT J ARCHIVES\2005\5F08DIST.rsr Page 2 DUCT TREE DIAGRAM Entire House CEE BEE AIR SYSTEMS, INC. .Job: 5F08DIST 6-8-05 P.O. BOX 2247, APOPKA. FL 32704-2247 Phone: 407-886-5960 Fax: 407-886-6326 Email: ceebeeairsystems@c8.rr.com Web: ceebeeair.com Projecti • For: DISTINGUISHED DESIGNS "SPEC HOME" SANFORD/SEMINOLE CTY, FL External Static Pressure: Pressure Losses: Available Static Pressure: Friction Rate: Actual AVF: Total Effective Length (TEL): HEATING COOLING 0.00 in H2O 0.00 in H2O 0.00 in H2O 0.00 in H2O 0.00 in H2O 0.00 in H2O 0.000 in/100ft 0.000 in/100ft 1000 cfm 1000 cfm 359 ft Attn: lines indicate branches and trunks, numbers indicate AVF's SUPPLY TRUNKS AND BRANCHES - SCHEMATIC TREE DIAGRAM MAST BED DINING FOYER LAUNDRY KITCHEN BATH 2 BED 3 BED 2 FAMILY MAST BATH MAST WIC —250. —69. —36. —55. —14, —7. —230. —147. —115. —59. —12. RETURN TRUNKS AND BRANCHES rb1 —273. rb2 —70. rb3 —141. rb4 —513. Bold/ltalic values have been manually overridden 1000 1000 „AL wrightsoft Right -Suite Residential- 5.5.06 RSR30434 2005-Jun-08 11:23:11 )m F:\RIGHT J ARCHIVES\2005\5F08DIST.rsr Page 1 Job #: 51F08DIST Performed by JAS for: DISTINGUISHED DESIGNS "SPEC HOME" SANFORD/SEMINOLE CTY FL Sheet 1 CEE BEE AIR SYSTEMS, INC. P.O. BOX 2247 APOPKA, FL 32704-2247 Phone:407-886-5960 Fax:407-886-6326 Scale: 1 : 117 Page 1 Right -Suite Residential (tm) 5.5.06 RSR30434 2005-Jun-08 11:22:59 IT J ARCHIVES\2005\5F08I: JOD:(KUVKNLL,901 /Roo Verrndbo Metro / CJ3C Top chord 2X4 SP #1 Bot chord 2x4 SP #1 Subiawa beam assumptions: 4-3-8 sub -fascia beam on the 0-3-8 grmlever side. 4-3.8 sub -fascia beam on the 0.3-8 cantilever side. S30 T n to N 3X4(A1) r1o•to LEFT RAKE = 1'11"4 LEFT JIG = 4'4"9 DESC. = CJ3C PLT. TYP -WAVE FBC/TPI1 2.83 I-- F— 4.15 — f�5'11 THIS DING. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hpt, ASCE 7-98. CLOSED bldp, Located anywhere in roof, CAT II, D(P B, wind TC DL=5.0 psf wind BC OL-5.0 pelf. The following trusses need concentrated Icads at the end of their overhangs: 2-11-8 span%etback member on the 03-8 cant We requires 27 lbs and the 2-11-8 span/setback member on the 03-8 cant side requires 27 lbs. Htpp& supports 2-11.8 setback pds w!h 0-3.8 cantilever one face: 0-4-8 canfever opposite face TC1 6'0'13 Rw18p U•1>�ON NAILED WT N H. EHtEt?,:-lk 0-Ir- /► RV-2130 U-15ec, 0B V%4CIS JUN d 6 2005 RV-100 U-110N NALED MOUNT DORA,K FLli QTY= 2 TOTAL= 2 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. REV. 7.02.0527.10 TC LL 20. Qpsf TC DL 10.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 40.Opsf DU R.FAC. 1.25 SPACING 24.0" 973 8' RIGHT JIG = B'0"13 SEQ = 30715 SCALE=1.3802 REF DATE W-01-2005 O/A LEN. 40203 TYPE hipjack O: tKUVKMU" IN00 VOM14110/MSVO/ W3 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Deflection meets L/360 Nve and 1-/240 total bad. no 3X4(A,) tl RAKE = 1'11"4 JIG = ,V Cg = r.. rq THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT ll, EXP B, wind TC DL=5.0 pet, wind BC DL=5.0 psf. Hipjack supports 2-11-8 setback jacks with no webs. TC1 W13 nLl4 U•1!)Qlr NAILED 2,83 v 8'0"3 a' 1 I— — 8.1, ♦ 37.7 1'10'10 + 473 KENNtlHP . EHLEPS, P.E. SEAT PLATE i u-,soa REQUIRED 9 �' �034 - .. E P ACE SEAT ATE REWIRED 1 FBC/TPI1 QTY= 1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. REV. 7 TC LL TC DL JUN 0 6 2005 MOUNT DORA, FL 32M FL. RED. 8243 RIGHT JIG = 60"13 SEQ = 30674 2.0527.10 SCALE=1.3BO2 20.Opsf REF 10.0PSf BC DL 10.OPSf BC LL O.OPSf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" I DATE 06-01-2005 I O/A LEN. 40203 TYPE h D:(KUVKNIIJU)/KOO YlrffWNO ffAM01 UJ/C:7 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 webs 2x4 SP #3 Sub -fascia beam assumptions: 4-4-0 suWascia beam on the 0-1-8 cantilever side. 4-4-0 sub -fascia beam on the 0-1-8 cantilever side. Deflection meets L/360 rive and L/240 total load. 526 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOLIT 120 mph wind, 15.0D ft mean hgt ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wild TC DL=5.0 psf, wind BC DL=5.0 psf. The following trusses need concentrated bads at the end of their overhangs: 3.0-0 span/setback member on the 0-1-8 cant side requires 26 Ibs and the 3-0-0 span/setback member on the 0-1-8 cant side requires 26 lbs. Hipjack supports 6-11-8 setback jacks with 0-1-8 canblmr one face; 0-1-8 cantilever opposite face. TC1 i 58'12 "} 4'415 NAILED 10'4'3 r FAA I---,',a'to I WWI • Rv-428111 2190 W-5*11 SC1503k-AmFaA'wmQ@P6E PLACE JUN 0 e 2005 MOUNT DOW f! 'T57 /�� LEFT RAKE = 1'11"4 FLREG.Ia243 LEFT JIG = IU74 RIGHT JIG = 11'6"11 DESC. = CJ7C1 SEQ = 30694 PLT. TYP: WAVE FBC/TPi1995(STD) QTY=1 TOTAL= 1 REV. 7.02.0527.10 SCALE=0.7142 TC LL 20.OpSf REF TC DL 10.0pSf ATE OB-01-2005 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. DL 10.OpSf BC LL 0.0pSf TOT.LD. 40.Opsf DATE -DATE O/A LEN. 91001 DUR.FAC. 1.25 SPACING 24.0" ITYPE hipjack Top cord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Deflection meets Ul360 five and L/240 total kred. UL LEFT RAKE = 1'11"4 LEFT JIG = 1074 DESC. = CJ7 PLT. TYP.-WAVE TC1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR S LAYOUT 120 mph wind, 15.00 ft mean hpt, ASCE 7-98, CLOSED bide, Located anywhere in nod, CAT It, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 pef. Hipjack supports 6-11-8 setback jacks wth no webs. 4 C5 NULED 10'4"3 8' 6'10 I 9'10'1 Rvm4 L"7# %001019 BC/ �_(p�/�g K EH� =QS, RE SEAT PLATE REQUIf D W{1Nf A Dat PLli{/G FBC/TPI1 QTY= 4 TOTAL= 4 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A1W FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. JUN 0 6 2005 UNT WW R 32757 . REG. RIG JIG=11'811 d243 SEQ = 30671 REV. 7,02.0527.10 SCALE=0.7142 TC LL 20.Opsf REF TC DL 10.0psf DATE 06-01-2005 BC DL 10.Opsf BC LL O.Opsf TOT.LD. 40.Opsf DRWG -- O/A LEN. 91001 DUR.FAC. 1.25 SPACING 24.0" TYPE hipjack D:(KUVKMLJU) /KOO 1 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 ) eJ, Cl THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 8.27 ft mean h®t, ASCE 7-98, CLOSED bldp, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. TC, B'4"4 B' ►---4•,< + 7•2 fffl�NETH H. ASH!=�S,flit Rv25W U•,82M y*4 6n34 FALCONURIDGE PLACE W -70 U-" NAILED {� Rv,92ri tht,�QM,LED b 2005 MOUNT DORA,R 32757 LEFT RAKE = 1'4"14 M REG. IS243 LEFT JIG = 176 JIG = 74 RIGHT "1 DESC. = BJ1 Cl SEQ = 30707 PLT. TYP -WAVE FBC/TPI1995(STD) QTY= 2 TOTAL= 2 REV. 7.02.0527.10 SCALE=3.3790 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. TC LL 20.Opsf TC DL 10.0PSf BC DL 10.Opsf BC LL O.Opsf TOT. LD. 40.Opsf DU R. FAC. 1.25 SPACING 240' I DATE 06-01-2005 I O/A LEN. 1 TYPE jack 0:(KUVKML3LJ /KOO Top chord 2x4 SP #1 Bat chord 2x4 SP #1 TCI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 8.27 It mean hgt. ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 post, wind BC DL=5.0 pef. B'4.4 B' R.-324# U-240# W3.8 AtCONBRIDGERACE %0-10# U•18W NAILED Rw-150 Lk1800 NAILED JUN 4 b 2005 MOUNT DORA,F+ 3W LEFT RAKE = 1',f 14 R&G.18243 LEFT JIG = 16 RIG '7'JI = 74 1 DESC. = BJ1 C SEQ = 30721 PLT. TYP.-WAVE FBC/TPI1995(STD) QTY= 4 TOTAL= 4 REV. 7.02.0527.10 SCALE=3.3792 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES.IMPORTANT SPECIFICATIONS AND WARNINGS. TC LL 20.Opsf TC DL 10.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" I DATE 06-01-2005 1 O/A LEN. 1 TYPE jack OW.(r%Lpv WUJ /K90 VOMM160 lMWO i W7 Top chord 20 SP #1 Bot chord 2x4 SP #1 ra- TCI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR S LAYOUT 120 mph wind, 8.27 It mean hgt, ASCE 7-98, CLOSED bldg, Looted anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. 3'4"4 r -1' ci U•,eon , � ' IMETH H. W �n_S,]PA. /E.�=r SEAT PLATE REQUIRED RItR[UaC �7� JUN 0 6 2005 MOUNTDOAA,F+ 32757 LEFT RAKE = 1'4"14 LEFT JIG = 1'2"6 RI-J1940243 DESC. = BJ1 SEQ = 30690 PLT. TYP: WAVE FBCRP11995(STD) QTY= 10 TOTAL= 10 REV. 7.02.0527.10 SCALE =3.3790 TC LL 20.Opsf REF DATE 06-01-2005 TC DL 10.Opsf THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS, BC DL 10.Opsf BC LL O.Opsf TOT.LD. 40.Opsf DRWG O/A LEN. 1 DUR.FAC. 1.25 SPACING 24.0" TYPE jack IOD:(KUVKMLJU) Mod VOR111110 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 3X4(A7) T v 1 j 4*14 R%-25210 U-1800 W-4• TCt THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR`S LAYOUT 120 mph wind, 8.61 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT 11, DCP B, wind TC DL=5.0 psf, wind BC DL=5.0 prf. LEFT RAKE = 1'414 LEFT JIG = 3'3"6 DESC. = BJ3C1 PLT. TYP -WAVE FBC/TP11995(STD) QTY= 2 TOTAL= 2 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. RY-500 U=180# NAILED MAI r T7.2 8 I EH!'IS, P.E. sc1 'c PLACE JUN 0 b 2005 MOUNT WRAP"F+ 32757 RI6F4�,J8243 SEQ = 30704 REV. 7.02.0527.10 SCALE=1.9320 TC LL 20.Opsf REF TC DL 10.Opsf DATE 06-01-2005 BC DL 10.0psf DRWG BC LL 0.0PSf TOT.LD. 40.Opsf O/A LEN. 3 DUR.FAC. 1.25 SPACING 24.0" TYPE jack Top chord 2x4 SP #1 Bot chord 2x4 SP #1 3X4(A1) LEFT RAKE = 1'4"14 LEFT JIG = 33"6 DESC. = BJ3 PLT. TYP.-WAVE 1PAOM I tw THIS D"G. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 8.61111 mean hgI, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. FBC/TPI1 R%=&V U-1800 NAILED TC1 M"4 B' Rv-240 U=tear V*r act 034 ltCJi+R?f1 NE PLACE SEAT PLATE REQUIRED TOTAL= 8 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. JUN 0 n 2005 FLREG. 18243 RIGHT JIG = 4'4" SEQ = 30687 REV. 7.02.0527.10 SCALE =1.9320 TC LL 20.Opsf REF TC DL 10.0PSf DATE 06-01-2005 BC DL 10.0PSf DRWG BC LL O.OPSf TOT.LD. 40.Opsf O/A LEN. 3 DUR.FAC. 1.25 SPACING 24.0" TypE jack 00:tKUYKMLJU) /KOO YGnnUYO N1800I Top chord 2X4 SP #1 Bat chord 2x4 SP #1 3X4(A1) T V i THIS DUNG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 8.94 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets U360 live and L/240 total load. L TC1 Rv120# Lb780# NAILED Y8"4 r I� 4'14 ♦ 472 - I-- —1'4' 1 5' 1-19' �niuv Rv=3 ; U•180# YW4' sci ACE LEFT RAKE = 1'414 LEFT JIG = 64*10 DESC. = BJ5C1 PLT. TYP.-WAVE FBC/TPI1 2 TOTAL= 2 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. MOUNT DM,R 32?57 REV. 7.02.0527.10 TC LL 20.Opsf TC DL 10.Opsf BC DL 10.Opsf BC LL O.OPSf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 30701 SCALE=1.3219 REF DATE 0"l -2DD5 DRWG O/A LEN. 5 TYPE jack W: (KUV KMLJU) MOO VlrM11110 /MOVO ! Top chord 2x4 SP #1 Bot chord 2x4 SP #1 m 3X4(A1) T M THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 8.94 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC CL=5.0 psf, wind BC DL=5.0 psf. Deflection meets U360 five and 1-240 total load TC1 RV-122N U--IMN NAILED M4 B' 1-- 4"14 I 472 Imo--- 1'4" g SEAT PLATE Ih,801r REQUIRED 6034 F UMBRIDGE NUME SEAT PLATE REdIARED JUN 4 6 2005 LEFT RAKE = 1'4" 14 LEFT JIG = 64"10 DESC. = BJ5 PLT. TYP.-WAVE F BC/TPI I QTY= 8 TOTAL= 8 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. REV. 7.02.0527.10 TC LL 20.Opsf TC DL 10.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 40.Opsf DU R.FAC. 1.25 SPACING 24.0" ►UK DORA9 FL WR Ri offi#243 9 I DATE 0"1-2005 1 O/A LEN. 5 TYPE jack JOD:(KUVKMLM) /Mod Vermlluo /Metro r EJ3C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 120 mph wind, 8.61 ft mean hpt, ASCE 7-98, CLOSED ft, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, Bot chord 2x4 SP #1 wind BC DL=5.0 psf. 3x4(A1) v to T 11 Ile Imo— 4'14 Rw287N U-180 W=3'8 TC7 LEFT RAKE = 1'414 LEFT JIG = 3'3"6 DESC. = EJ3C PLT. TYP -WAVE FBC/TPI1995(STD) QTY= 2 TOTAL= 2 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. RV-39N U-18011 NAILED M4 I B. xJ\ 272 K EH -�S, Q.E. BC1 Q6jpuc PLACE JUN 0 n 2005 MOUNTDORAgR 32757 M REG.18243 RIGHT JIG = 4'4 SEQ = 30718 REV. 7.02.0527.10 SCALE=1.9321 TC LL 20.Opsf TC DL 10.Opsf 9C DL 10.Opsf BC LL O.Opsf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" DATE 06-01-2005 DRWG OIA LEN. 3 TYPE ejack "0.kmvvmrAL0u) /n00yemINBO meevo I tij Top chord 2x4 SP 01 Bot chord 2x4 SP #1 M 3x4(A7) LEFT RAKE = V414 LEFT JIG = 33"6 DESC. = EJ3 PLT. TYP: WAVE FBC/TPI1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 8.61 ft mean hgt, ASCE 7-98, CLOSED bkV, Located anywhere in rod, CAT 11, IXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Rw53N U-1800 NAILED TCt Y0"4 Er 3 t— Rv+240 U-11100 W8' BC1 SEAT PLATE REWIRED M —C F QTY= 2 TOT. THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. JUN 0 n 2005 DOW K 3= am RIJ;4'4�" SEQ = 30661 REV. 7.02.0527.10 SCALE=1.9321 TC LL 20.Opsf REF TC DL 10.Opsf DATE 06-01-2005 BC DL 10.0psf BC LL O.Opsf TOT.LD. 40.Opsf DRWG O/A LEN. 3 DUR.FAC., 1.25 SPACING 24.0" TYPE ejack Top chord 2x4 SP #1 Bat chord 2x4 SP #1 LEFT RAKE = 1W14 LEFT JIG = T5"14 DESC. = EJ7C1 PLT. TYP: WAVE RV-3M'U-IWN ,nor FBC/TPI1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 9.27 ft mean hgt, ASCE 7-98, CLOSED bide, not located within 4.50 ft from roof edge, CAT 11. EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets U360 live and L1240 total load. TCt NAILED QTY= 4 TOTAL= 4 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. - T ° 111cNNE i. EI ''� P.E. �, c r�iACE JUN 0 Wn 2005 MQIlNTflOI" 32751 be RA SWP&10243 CFn = AnttQ7 REV. 7.D2.0527.10 TC LL 20.0psf TC DL 10.0psf BC DL 10.Opsf BC LL O.OPsf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" REF DATE 06-01-2005 O/A LEN. 7 TYPE Q:(KLIVKMLAq /KOO VOM11110 /M8[r0 / Top chord 2x4 SP #1 Bot chord 2x4 SP #1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 9.27 ft mean hgt, ASCE 7-98, CLOSED bktg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psi, wend BC DL=5.0 pst. Deflection meets L/360 Eve and L/240 total load. i - TCt NAILED 10'4"4 r Rw u",eaa vuke" SEAT PLATE REOUIRED 0 FA � BRIDGC P RAKE = 1'4"14 JIG =75"14 rYP: WAVE FBC/TP11 QTY= 18 TOTAL=18 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. REV. 7.02.0527.10 JUN 4 6 2005 MOUKDORA,R 32M RIG N44"f 4243 SEQ = 30678 SCALE=1.0047 TC LL 20.Opsf TC DL 10.Opsf BC DL 10,0psf BC LL O.Opsf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" REF DATE 0"I -2DD5 DRWG O/A LEN. 7 TYPE U.LRVY mmW j/ROOyerrr uolmoyo,I CL Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 THIS GIRDER DESIGNED TO SUPPORT 21-2-8 SPAN FRAMING TO THE BOTTOM CHORD FROM ONE SIDE. OPPOSITE SIDE SUPPORTS 3-M JACKS. JACKS HAVE NO WEBS. LEFT JIG = T3"6 DESC. = E2 PLT. TYP.-WAVE TC1 M W# 17019 Less# vW-r sc1 SEAT PLATE REQUIRED FBC/TPI1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt ASCE 7-98, CLOSED bidg, Located anywhere in rod, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 pef. H = recanmended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than inddicated. Refer to manufactuer publication for additional information. Deflection meets L/360 ove and L/240 total fad. QTY= 1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A10D FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. — TC2 — 4' TWS re +{ E :�:lu G. IV 6030R a MBR%DGE PLACE 30 JUN 0 6 2005 R6-15610 1.1-15 >Ai H•Simpson ruses Gbdark(1) 1.50x5.50SPSaNd FL RFG.18243 RIGHT JIG = 4'2"9 SEQ = 30588 REV. 7.02,0527.10 SCALE=1.1960 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.Opsf 10.0pSf 0.0pSf 40.Opsf REF DATE 06-01-2005 DRWG O/A LEN. 7 DUR.FAC. 1.25 SPACING 24.0" TYPE hipm V:(KUVKMLJU) /Kod Vermgilo /Metro / El THIS DWG PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 2 Complete Trusses Required Bot chord 2x6 SP #1 Webs 2x4 SP #3 SPECIAL LOADS NAILING SCHEDULE: (10d box nails) --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TOP CHORD: 1 ROW @ 12' o.c. TC - From 60 PLF at 0.00 to 60 PLF at 7.00 BOT CHORD: 2 ROWS I G' o.c. (EACH ROW) BC - From 20 PLF at 0.00 to 20 PLF at 7.00 WEBS 1 ROW 4' o.c. BC - 2345 LB Cont. Load at 1.46 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC - 968 LB Cone. Load at 3.40, 5.40 IN EACH ROW TO AVOID SPLITTING. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require 120 mpph wind, 15.00It mean NA ASCE 7-96, CLOSED bldg, not located within 4.501t from roof edge, CAT II, EXP B, wind TC different connections than indicated. Refer to manufacturer publication for additional information. DL=5.0 psf, wind BC DL=5.0 psf. Right end vertical not exposed to wind pressure. t TC1 fn� I�-1 SB 1'l1'4 2 174 •I 23450 aser 3X4 Bc1 Rr- 1rt U=1o63At w ar SEAT PLATE REQUIRED LEFT JIG = TS"14 DESC. = E1 PLT. TYP.-WAVE FBC/TPI1995(STD) QTY=1 PLIES= 2 TOTAL= 2 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES.IMPORTANT SPECIFICATIONS AND WARNINGS. n Rw-18WX u=see# H-SIMPson WUS25-2 w46)10d Cmvrcn, 0.14M.0- nags In Taus wg14)10d Common, 0.14M.0+' nags In G Mw Gl der Is (2) 1.50x 5.50 SP So0dSawn JUri Q 6 2 005 I tMulff wwRAv F 9Aa1C"! RIGHT JIG = Ml SEQ = 30637 REV. 7.02.0527.10 SCALE=1.0251 TC LL 20.0pSf REF DATE 0"1-2005 TC DL 10.Opsf BC DL 10.Opsf DRWG BC LL O.Opsf O/A LEN. 7 TOT.LD. 40.OpSf DU R. FAC. 1.25 SPACING 24.0- TYPE mono ID:(KUVKMLM) /KOO VOrMODO /Metro / D2 THIS DUNG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2X4 SP #1 120 mph wind, 15.00 ft mean hgt ASCE 7-98, CLOSED Bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, Bot chord 2X4 SP #1 wind BC DL=5.0 psf. Webs 2x4 SP #3 Left side jacks have 3-0-0 setback with 0.4-0 cant and 1-4-0 overhang End jacks have 3-0�0 setback with 0-0.0 card and 01 hip supports 3-0-0 jacks with no webs. 14-0 overhang. Right side jacks have 3.40 setback with 0-4-0 card and 1-4-0 Overhang. Deflection meets LrJW live and L/240 total bad. bX4(At) T a•,s TC1 TC2 TO � 3' 1' ♦ 3' 3' 1' ♦ 3' 4X4 LS,+ i s-s zs•u N�/1=�`�,`�T� u cu �r F�-- VC + r /itGl�i;r.>til IL EH1.7 .',. P.G. 6034 FALCONODGE PLA12 ' JINN 0 u 2005 Rw U-23eN VYk3'6 Rw4Ba# U•23aC W 3'8 LEFT RAKE = 1'4"14 LEFT JIG = 376 DESC. = D2 PLT. TYP.-WAVE FBC/TPi1 QTY=1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE, SEE PAGE AIW FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. MOUNTDD%R 32767 RIGHT REV. 7.02.0527.10 JfG = 8— SEQ = 30712 SCALE=0.8661 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.OpSf 10.Opsf 0.0psf 40.Opsf REF DATE 06-01-2D05 DRWG O/A LEN. 7 DURYAC. 1.25 SPACING 24.0" TYPE hips JDD:(KUVKMLjU) MOD V8R WRO Top chord 2x4 SP #1 Bot drord 2x4 SP #1 V*bs 2X4 SP #3 THS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 8.77 It mean hgt, ASCE 7-98, CLOSED Bldg, not boated within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 pelf. Deffection meets Ll380 We and L 240 total bad. TC1 TC2 3r + 3V 3r TV I- 4"14 + 31'2 + 3!1"2 C14 ` KENNETH H. EWSRS� P.E. �-108 1 sc1 03 �J�L 4NBRtD+uc PLACE Rv= U-180N Y1a3'B Rw338# U=180M WW8 JUN 0 6 2005 MOUNT DORA, FL 32757 LEFT RAKE = 11"1 RIGANG'I181243 LEFT JIG = 3'9 11 RIGHT JIG = 3'9"11 DESC. = D1 SEQ = 30709 PLT. TYP -WAVE FBCrrPI1 STD) QTY=1 TOTAL= 1 REV. 7.02.0527.10 SCALE =0.95M TC LL 20.Opsf REF TC DL 10.0psf DATE 06-01-2005 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED BC DL 10.Opsf DRWG PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND BC LL O.Opsf WARNINGS. TOT.LD. 40.Opsf O/A LEN, 7 DUR.FAC. 1.25 SPACING 240 TypE comn Q:kMUVKML-441KOO VOMINNO RVMM/k:W Top chord 2x4 SP #1 Bat chord 2x4 SP #1 iMebs 2x4 SP #3 Left side jade; have 7-0-0 setback with 0.0-0 cant and 1-4-0 overhang. End jails have 7-0-0 setback with 0-0.0 cant and 1-4-0 overhang. Right side jade have 7-0.0 setback with 0.0-0 cant and 14-0 overhang. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in rod, CAT II, EXP B, wind TC DL=5.0 psi, wind BC 01-=5.0 psf. #1 hip supports 7-04) jacks with no webs. Deflection meets L/360 live and L240 total toad. r TC1 + TC2 TM I T ♦ 're T Y10.14 Y1.2 ♦ 3'S' 3'6' YM Y1(r14 �{ SXB d7C4rm 5X6 4 12 v 3X4 ve W4 3X4 YKi hV16 > VVI I 3X10(B1) 3X10(B/) 716 8, 3X4 HS612 3X4 I era• ItCClfltT,j rr I 2r4• H 14. EHL_%_ ) P.E. I- T •u. T4' .T M FALCOMMID� c PLACE Rv-17640 U1"61 W-61 sc1 SEAT PLATE REQUIRED LEFT RAKE = 1'414 LEFT JIG = T5"14 DESC. = C5 PLT. TYP: WAVE FBC/TPI1995{STD) QTY=1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. BC2 Rv1764p U•6170 "IT JUN 0 b 2005 SEAT PLATE REQUIRED MOUIGIg��RRDORA,FL R R�Y REV. 7.02.0527.10 SEQ = 30641 SCALE=0.3488 TC LL TC DL BC DL BC LL TOT.LD. 20.0pSf 10.0psf 10.Opsf O.Opsf 40.0psf REF DATE 06-01-2005 DRWG O/A LEN. 210400 DUR.FAC. 1.25 SPACING 24.0" TYPE hips o:tKLlV a LJV) moa vemmuo /Metro i L;4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 120 mph wind, 9.611t mean hgt, ASCE 7-96, CLOSED bW, not located within 4.50 It from roof edge, CAT 11. EXP B, wind TC Bot chord 2x4 SP #1 DL=5.0 pelf. w61d BC DL=5.0 ps►. Webs 2x4 SP #3 Deflection meets L/360 Yve and 1.1240 total load. TC7 TC2 + TC3 r`- 9 34' ♦ 9 i"--4'1014 r1'2 T4' 4'1'2 4'10'14 { MAI I--11C + Rv=939p u"25x v1k8' BC1 SEAT PLATE REQUIRED LEFT RAKE = 1'414 LEFT JIG = 97"2 DESC. = C4 PLT. TYP: WAVE FBC/TP11 874 NNET i . ' 1 ' Q'S, P,E. 21'4'M9FAl-00NBRlDGEiP,lA%CpvcA Rv-MW U-25100 VA' AT PLATE REQUIREDJ U N 0 0 2005 OTY= 1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. MOUNT DOK FL 32757 REV. 7.02.0527.10 FL REG.18243 RIGHT RAKE =14"14 RIGHT JIG = 97"2 SEQ = 30645 SCALE=0.3466 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.Opsf 10.0pSf O.Opsf 40.Opsf REF _ DATE 06-01-2005 DRWG O/A LEN. 210400 DUR.FAC. 1.25 SPACING 24.0" TYPE hips O:LRLTYRML=/J /KOO Vermfluo /Metro I W Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 SPECIAL LOADS ---(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 60 PLF at -1.33 to 60 PLF at 22.67 BC - From 4 PLF at -1.33 to 4 PLF at 0.00 BC - From 20 PLF at 0:00 to 20 PLF at 0.81 BC - From 50 PLF at 0.81 to 50 PLF at 20.52 BC - From 20 PLF at 20.52 to 20 PLF at 21.33 BC - From 4 PLF at 21.33 to 4 PLF at 22.67 1- —68'14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'5 LAYOUT 120 mph wind, 9.88 it mean ho, ASCE 7-98, CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5D psf, wind BC DL=5.0 pef. Deflection meets U360 five and L/240 Dotal bad. TC1 i TC2 1o'8' 10'8' 4' 11'2 4'11'2 5'8'14 +{ bra• .{ T s1r11 6a'43 str1t d EH-��Db. GJALCONBRIDGEPLACE Rw12W U•42 we' tct f�� ace RwlZM U-4� SEAT PLATE REARED SEAT PLATE REWRED JUN 0 & 2005 MOUNT DORA,R 3W LEFT RAKE = 1'4"14 RI(FfF'fi,�4EL�i4y�Y LEFT JIG = 11'4"4 DESC. = C3 PLT. TYP.-WAVE FBC/TP11995(STD) QTY= 2 TOTAL= 2 RIGHT JIG = 11'4"4 SEQ = 30650 REV. 7.02.0527.10 SCALE =0.3488 TC LL 20.Opsf REF DATE 06-01-2005 TC DL 10.Opsf THIS DRAWING SHOULD BE APPROVED BY A REGISTERED BC DL 10.Opsf DRWG PROFESSIONAL ENGINEER BEFORE USE, SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. BC LL O.Opsf TOT.LD. 40.Opsf O/A LEN. 210400 DUR.FAC. 1.25 SPACING 24.0" TYPE comp "u.inuvMMI y /moo verm no /MMM 11'L Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 SPECIAL LOADS ----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 60 PLF at 0.00 to 60 PLF at 22.54 BC - From 20 PLF at 0.00 to 20 PLF at 0.89 BC - From 50 PLF at 0.69 to 50 PLF at 20.40 BC - From 20 PLF at 20.40 to 20 PLF at 21.21 BC - From 4 PLF at 21,21 to 4 PLF at 22.54 THIS DING. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 9.68 It mean hgt, ASCE 7-98, CLOSED bidg, not located within 4.501t from roof edge, CAT 11, EXP B, wind TC DL=5,0 p6f, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total load. TC1 A. TC2 I 1(78B ♦ 1018"— 57 6 4'11.2 C11"2 4X4 ^� 0 b M 3X4(A1) r 12 4 p 5'to"15 3X4 3X4 Rw11421/ Lh NFCB Bc1 SEAT PLATE REQUIRED LEFT JIG = 11713 DESC. = C2 PLT. TYP: WAVE FBC/TPI1 Us 5'8"14 2178 88•13 s„•„ METH H. EHr--RS, P.E. z, 2-e �B G %piro eCz RV-12310 U=42W YWr SEAT PLATE REQUIRED , U N 0 6 2005 QTY=1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. Ron MOUNT DORA,FL 32M FL REG.18243 RIGHT RAKE =1'4"14 RIGHT JIG = 11'44 SEQ = 30655 REV. 7,02,0527.10 SCALE=0.3714 TC LL 20.0pSf REF TC DL 10.OpSf DATE 06-01-2005 BC DL 10.Opsf DRWG BC LL O.Opsf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" O/A LEN. 2102DB TYPE comn 10:n VMMLOV) /ROO verm"00 /MAW / LA Top chord 2x4 SP #1 Bat Chord 2x4 SP #1 Webs ZA SP #3 SPECIAL LOADS --4LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 60 PLF at 0.0D to 60 PLF at 22.54 BC - From 20 PLF at 0.00 to 20 PLF at 0.69 BC - From 50 PLF at U69 to 50 PLF at 20.40 BC - From 20 PLF at 20.40 to 20 PLF at 21.21 BC - From 4 PLF at 21.21 to 4 PLF at 22.54 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 9.881t mean hgt. ASCE 7-98, CLOSED bldg, not located within 4.501t from root edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Deflection meets U360 live and L/240 total load. TC1 TC2 I 106.8 ♦ 108' 57'6 4'11'2 4'1 P2 5'8'14 4X4 i� F'T 6110'15 BC7 RV-11300 393# H=Slmpson HUS26 w/(6)10d Comm, 0.14854.0' nsMs In Truss wry14)10d Comm, 0.14M.0 nails In Girder GMder Is (1) 1.50x 5.50 SP SoedSewn LEFT JIG = 11713 DESC. = C1 PLT. TYP.-WAVE QTY= 3 TOTAL= 3 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. kLEHL7nRS,P.Ee 1 R1DUE PLACE BC2 Rw1234# U•428# VNJly SEAT PLATE REWIRED J U N 0 6 2005 MOUKDORA,FL 32757 FL, REG.18243 RIGHT RAKE = 1'4"14 RIGHT JIG = 11'4"4 SEQ = 306W REV. 7.02.0527.10 SCALE=0.3714 TC LL 20.0pSf REF TC DL 10.0pSf DATE 06-01-2005 1DRWG BC DL 10.0psf BC LL 0.0psf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.D" O/A LEN. 21020E TYPE comn D:(KUVKMUXJ) /Koo VOM111110 /Metro 18 Top chord 2x4 SP #1 Bot chord 2x6 SP #1 :BC2 2x4 SP #1: Webs 2x4 SP #3 SPECIAL LOADS —4LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 60 PLF at 0.00 to 60 PLF at 25.67 BC - From 20 PLF at 0.00 to 20 PLF at 24.33 BC - From 4 PLF at 24.33 to 4 PLF at 25.67 BC - 1561 LB Conc. Load at 3.06 Deflection meets U360 five and L/240 total bad b M n tjM(A A THIS DUNG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required NAILING SCHEDULE: (10d box nails) TOP CHORD: 1 ROW 12' o.c. BOT CHORD: 1 ROW 17' o.c. WEBS 1 ROW@ o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, E(P B, wind TC DL=5.0 Psf, wind BC DL=5.0 Pelf. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require dlflerent connections than indicated. Refer to manufacturer publication for additional information. j -- TC1 + TC2 TC3 F T04 10'8' i 4'6'4 } 7512--3' }. 3'8' 4'11'2 j� .rijr 3'8'10—'�F�7T8--`}�-2'8'8—f--3'17244' ♦ 70'3'2 • /fi#F��irnNBR,liiatP. �LRV� 3712 i21'3'4 ISM BCt RV-234W 9160 H•Sirrpson HGUS26-2 w44) led, 0,162W -5' r eft In Tnm w/(20)16d, 0.1825Q.5- nobs In Girder Girder is (2) 1.50x 5.50 SP SobdSawn LEFT JIG = TS"14 DESC. = B3 PLT. TYP: WAVE FBC/TPI1 QTY= 1 PLIES= 2 TOTAL= 2 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. JUN 0 6 2005 BC2 SEAT PLATE E REO NT DORa.! FL 32757 FL. REG.18243 REV. 7.02.0527.10 TC LL 20.Opsf TC DL 10.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 40.Opsf DURYAC. 1.25 SPACING 24.0" RIGHT RAKE = 1'4"14 RIGHT JIG = 11'4"3 SEQ = 30614 SCALE =0.3262 REF DATE 06-01-2005 DRVVG O/A LEN. 240400 TYPE Spec /Meho / B2 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Deflection meets L/360 kve and L/240 total bad. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 9.88 ft mean hgt, ASCE 7-98, CLOSED bUg, not located within 4.50 It from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than Indicated. Refer to manufacturer publication for additional information. TC1 TC2 TC3 i 9 3' — IT f. i 4'10'14 I 4'1'2 F' 3' IT • h CII'2 I �i 8'8'14 ♦ 4T4 - r1. 24'4' SC, RvzWW L6249# H- wg4)18d, 0. t82)Q.5' nds In Try aon w/(14) led, 0.182X2.5'rids In Girder Girder Is (2) 1.50x 5.50 SP So#dBawnf JIG = 97"2 = B2 IYP -WAVE FBCfrPI1995(STD) QTY= 1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. TC4 10'r 5'8"14 --� i H. Eft"!:QS, P.E. 7d3"2 — 6834 FALGONBRIDut PLACE - BC2 R"low 1h2sv via' JUN 0 6 2005 SEAT PLATE REQUIRED MOUNTWOAA,FL 32157 FL AEG. i$243 REV. 7.02,0527.10 TC LL 20.Opsf TC DL 10.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 40.Opsf DURYAC. 1.25 SPACING 24.0" RIGHT RAKE=1'4"14 RIGHT JIG = 11'4"4 SEQ = 30619 SCALE=0.3262 REF DATE 06-01-2005 DRWG O/A LEN. 240400 TYPE spec 00:IKV V KMLJU) IKOO V Gmw110 IM&ITO 1 Gf1 Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2X4 SP #3 Deflection meets U360 live and L240 total load. THIS DWG. PREPARED BY THE ALPINE" DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 9.94 It mean hgt, ASCE 7-98, CLOSED blip, not located within 4.50 It from roof edge, CAT II, EXP B, wind TC DL=5.0 pall, wind BC DL=5.0 pef. H = recommended connection teased on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. TC1 TC2 TC3 z4' 6710 #1116 zd' 4'11'6 9o'10 —+I act Po--96811 L62NO H•Sknpwn HUS26 wA4) lied. a 162')Q.b' nags In Tn= w!(14)16d, 0.1S29Q.6' nags In Glider GUder Is (2) 1.SOx 5.5o SP Sofid3awn LEFT JIG = 11'67 DESC. = Bt PLT. TYP -WAVE F BC/TPI1 5714 2 4 5'1'2 QTY=1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. HARM f w. 08RIDGE PLAN RvwI" U•264N w a• JUN V b �iJt� SEAT PLATE REWIRED NOUNTDOM,FL 3279 REV. 7.02.0527.10 FL. REG.18243 RIGHT RAKE=1'4"14 RIGHT JIG = 1 I T7 SEQ = 30624 SCALE=0.3262 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.Opsf 10.0pSf 0.0psf 40.Opsf REF_ DATE 0"I -2D05 DRAG O/A LEN. 240400 DUR.FAC. 1.25 SPACING 240 TYPE hips THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS I ;omplete Trusses Required NAILING SCHEDULE: (10d box nails) TOP CHORD: 1 ROW 17' o.c. BOT CHORD: 1 ROW 12' o.c. WEBS 1 ROW o.c. USE EQUAL SPAGBETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (A) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d nails Q 6" OC. Left side jade; have 7-0-0 setback with 0.2-0 cant and 14-0 overhang. End lacks have 7-0-0 setback with 0-0-0 card and 14-0 overhang. Right side jacks have 7-0-0 setback with D-0.0 card and 14-0 overhang. r TC1 TC2 + TC3 + TC4 f--3't(r'14 82"5 7i'6 875 12 O:(KUVKMLJU) /KOO VOMMO /MWO / A14 Top chord 2X4 SP #1 Bot chord 2X4 SP #1 Abbe 2X4 SP #s 120 mph wind, 15.00 ft mean hgt, ASCE 7-9B, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. #1 hip supports 7-0-0 lacks with no webs Deflection meets U360 live and L/240 total bad. fl 8T2 710'13 17 V53 710"13 672— 9 1 38 W �RlR1t MCI 1 ---- 7 24 7 —� -- aw JUN Q 6 2005 Rw10210 U"29V VW4" BC1 %-4045# U-1060 4 so � Rw1427M�8" SEAT PLATE RECLW D0RA9 FL 32M FLREG. 18243 LEFT RAKE = IW14 LEFT JIG = 7'5"14 DESC. = A14 PLT. TYP: WAVE FBC/rP11 1 PLIES= 2 TOTAL= 2 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. REV. 7.02.0527.10 RIGHT RAKE=1'4"14 RIGHT JIG = T5"14 SEQ = 30W6 SCALE=0.2059 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.Opsf 10.Opsf O.Opsf 40.Opsf REF DATE 06-01-2005 DRWG O/A LEN. 38 DU R. FAC. 1.25 SPACING 24.0" TYPE hips /Rod Yerm1150 /Metro / Al 3 Top chord 2x4 SP #1 :TC2 2x6 SP #1: Bot chord 2x6 SP #1 Webs 2(4 SP #3 SPECIAL LOADS --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 60 PLF at -1.33 to 60 PLF at 7.OD TC - From 127 PLF at 7.00 to 127 PLF at 13.54 TC - From 60 PLF at 13.54 to 60 PLF at 39.33 BC - From 4 PLF at -1.33 to 4 PLF at DOD BC - From 20 PLF at 0.00 to 20 PLF at 7.00 BC - From 44 PLF at 7.00 tD 44 PLF at 13.54 BC - From 20 PLF at 13.54 to 20 PLF at 38.00 BC - From 4 PLF at 38.00 to 4 PLF at 39.33 BC - 484 LB Conc. Load at 7.00 BC - 1860 LB Conc. Load at 13.54 i TC1 THIS DVVG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required NAILING SCHEDULE: (10d box nails) TOP CHORD: 1OW ROW 1°2' o.c. BOT CHORD: 1 R12" o.c. WEBS 1 ROW o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH RO NTOAVOIDSPLITTING. 120 mph wind 15.00 ft mean hgL ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC OL=5.0 pef. (A) Continuous lateral bracing equally spaced on member. Deflection meets U38D live and L/240 total load. Calculated vertical deflection is 0.52" due to live load and 0.51" due to dead bad at X = 13.E-4. TC2 iTC3 TC4 Imo— T i13'8" i rrS 2• 127 4'1'14 710.2 B'1,•12 1 6'8'4 3T 9B`6 Z�grio r 39' LTH/�H�. E�HgnIE,��,jp�a F-+---6D'10 6„-,2 e11.12 sr B6'2 S',D' �(MBRIDLIS PLACE � V I�----T ua Rw36M U-10430L 8• �1 iW SEAT PLATE REQUIRED LEFT RAKE = 1'4"14 LEFT JIG = TS"14 DESC. = A13 PLT. TYP: WAVE FBC/TPi1 6sa r 2a's6 •{ JUN 0 6 2005 BM BC3 SEAT PLATE DORA,Fj V fj FL BEG. I aw QTY=1 PLIES= 2 TOTAL= 2 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. REV. 7.02.0527.10 RIGHT RAKE = 1'4"14 RIGHT JIG =1T11"3 SEQ = 30632 SCALE =0.2M TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.OpS# 10.Opsf O.Opsf 40.Opsf REF DATE 06-01-2005 DRWG O/A LEN. 38 DUR.FAC. 1.25 SPACING 24.0" TYPE Spec /Metro / Al Top chord 2x4 SP #1 Bot chord 20 SP #1 Webs 2X4 SP #3 Deflection meets L/360 live and L/240 total bad THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 9.61 it mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50It from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wild BC DL=5.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 1 x4 #3 or better " T" brace. 8D% length of web member. Attached with 8d nails @ 6" OC. r TC1 TC2 TC3 TC4 —� I- 9 ♦ 20 Ir H-- 410`14 —#— 4'1'2 —+ --- 6V12 64'8 079'12 4'1'2 4'10r14 12 SX8 4 v �n 3X4 (A) (A) 3X4 lro 1 � 3X6(At) _3YAA1 4 h� 3X4 -. i � 18'6' ♦ 21'4' — - - F 36 R6=667p L*180N 4' BC1 Rw18480 U-4t W4' BC2 LEFT RAKE = 1',C 14 LEFT JIG = 97"2 DESC. = Al PLT. TYP: WAVE FBC/TP11 QTY= 1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. EHLFSS, P.Ee IRIDUE PLACE R "'MU�'JUN 0 6 2005 SEAT PLATE REWIRED MOUNT OORA, FL 327V FL. REG.18243 RIGHT RAKE = 1'4" 14 RIGHT JIG = 97"2 SEQ = 30725 REV. 7.02.0527.10 SCALE=0.2059 TC LL 20.Opsf REF TC DL 10.Opsf DATE 06-01-2005 BC DL 10.Opsf DRWG BC LL O.OpSf TOT.LD. 40.Opsf O/A LEN. 38 DUR.FAC. 1.25 SPACING 24.0" TYPE hips 10D:(KUVKMLULU /KOC VOM111110 /M9trO / Al THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 120 mph wind, 10.13 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, D(P B. wind TC Bot chord 2x4 SP 01 DL=5.0 par, wind BC DL=5.0 psf. Webs 2x4 SP #3 Deflection meets UJ360 Ave and 1-1240 total load. TC7 + TC2 TC3 T04 ♦ 13T 377 i 12'2 tom— 010.14 cm 487 —+-- 4'V11 4.4.15 37 I� 5'6 8 67,10 fi 4 12 c T 17 R 1p R �3)6(A1) 39 2 i I�I-- 872 44•i5 --♦- 4 I144'15 315'6 un a,• SOH EH` �!�, pl is OW FA ONBRINE DI A BC1 + BC2 BC3 Rv@1506fi l!•429NrVY•8• Rw151181t U•390 VOW SEAT PLATE REQUIRED SEAT PLATE REQVurl 0.6 Z005 LEFT RAKE = 1'4"14 LEFT JIG = 97"2 DESC.= Al PLT. TYP: WAVE F BC/TP11 QTY=1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. REV. 7.02.0527.10 TC LL 20.Opsf TC DL 10.0psf BC DL 10.Opsf BC LL O.OPSf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" &RFG.18243 RIGHT JIG = IZI1"3 SEQ = 30746 SCALE=0.2129 DATE 06-01-2DD5 DRWG O/A LEN. 38 TYPE D:tKUVKMLJU) /KOO V8rM4ho /Metro / A10 THIS DWG PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 120 mph wind, 9.94 ft mean hgt, ASC E 798, CLOSED bide, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Bat chord 2x4 SP #1 DL=5.0 psf, wind BC DL=5.0 psf. Webs 2x4 SP 93 Deflection meets L/3E0 five and L1240 total load. (A) Continuous lateral bracing equally spaced on member. Or 1 x4 #3 or better'T" brace. 80% length of web member. Attached wrtn 8d nails @ 6" OC. TC1 + TC2 iTC3 11' 60"10 ♦ 4'11'6 ♦ 710'4 T12 ;: +v 1 � 3X6(A1)� T (A) 3x4 h- 16'6' ♦ 21'4' IKEINI►iETH H. EHL RS, P.E. IE}.- 5'6" -+}. - 5'1'2 Sir 79'12 -♦-- 710*4 5'6' 38 L P113RIDut PLACE +/--++�� j j�� (� Rwww U=160# 4' BC1 Rvs1905# U=504# YWP BC1 tiC3 RvT71# u=206ir fMWN U d 2005 SEAT PLATE REQUIRED LEFT RAKE = 1%C14 LEFT JIG = 11'8"7 DESC. = A10 PLT. TYP.-WAVE FBC/TPI1 QTY= 1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS, Moue DORA, FL 327V FL. REG.18M REV. 7.02.0527.10 RIGHT RAKE=1'4"14 RIGHT JIG = 1 V87 SEQ = 30728 SCALE=0.2059 TC LL TC DL BC OL BC LL TOT.LD. 20.Opsf 10.4PSf 10.0PSf 0.0PSf 40.Opsf REF DATE 08-01-2005 DRWG O/A LEN. 38 DUR.FAC. 1.25 SPACING 24.0" I TYPE hips D:IKUVKMLJU) /KOD VOMIAND Top chord 2x4 SP #1 Bot Chord 2x4 SP #1 Webs 2x4 SP #3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 10.13 ft mean hgt, ASCE 7-98, CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, Wald BC DL=5.0 psf. Deflection meets U360 kve and L/240 total load. TC1 + TC2 TC3 TC4 11' 13T � 177 Imo---- 6710 -- -- 411'8 811.12 8'8.4 5'6'8 Frio 5X6 5X8(R) T ,2 4 p� 3X4 W9 3X4 e Y1r4 W6 �+ � 3X8'A,)------------- I:I`----58" Bt•2i 8'8.4 VW4 .{� +j+-98'2 114• F' w Bc1 A. BC2 EHL Q-8, P.E. 3R1GGt PLACE Rv-lWM U-AMN Wk8• W-151w U-nw Voir SEAT PLATE REWIRED SEAT PLATE RE4W U ii 2005 LEFT RAKE = IW14 LEFT JIG = 11'8"7 DESC. = A9 PLT. TYP: WAVE FBC/TPI1 QTY=1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. MOUINU DORA,FL 32757 FL. REG.18243 REV. 7.02.0527.10 TC LL 20.0psf TC DL 10.0psf BC DL 10.0psf BC LL O.OPSf TOT.LD. 40.Opsf DUR.FAC. 1.25 SPACING 24.0" RIGHT JIG = 12'11 "3 SEQ = 30749 SCALE=0.2129 REF DATE 06-01-2D05 DRWG O/A LEN. 38 TYPE 0:(KWKMLJLI) /KOO VOrM080 NOVO / Top chord 2x4 SP #1 Bot chard 2x4 SP #1 V*bs 2x4 SP #3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 10.27 ft mean hgL ASCE 7-98, CLOSED bide, not located within 4.50 ft from roof edge, CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets U360 live and L/240 total load. j TC1 TC2 TC3 13' 1T 13' I TO',0 911'6 910'4 ♦ 6.1'12 &11.6 7710 �{ I;, Sr 6'1'2—.i�34',3—♦-2'6',5�---610`4 e1'2 vr---KMT1ifLEHLRc,P.E. ~- s RISE PLACE �— ec, BC2 BC3 Rw472# U",BOIt iN•4' Rv=1981p U=522At W=5'11 7-771 Rv747# 1k203# VWS' SEAT PLATE REQL#M N 0 OR 2005 Moues�oRA,FL 32757 FL. RE01118243 LEFT RAKE = 1'4"14 RIGHT RAKE=1'4"14 LEFT JIG = 13712 RIGHT JIG = 13'9"12 DESC. = AS SEQ = 30731 PLT. TYP: WAVE FBCrrPI1995(STD) QTY= 1 TOTAL= 1 REV. 7.02.0527.10 SCALE =0.2059 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.0psf 10.0psf O.OPSf 40.Opsf REF DATE 0"1-2005 DRWG O/A LEN. 38 DUR.FAC. 1.25 SPACING 24.0" TypE hips J 1RV vMMLJV) /MOO VOM180IM000 / A/ THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 120 mph wind, 10.27 ft mean Ina ASCE 7-98, CLOSED bidg, not located within 4.50It from roof edge. CAT 11. DCP B, wind TC Bot chord 2x4 SP #1 DL=5.0 pet, wind BC DL=5.0 psf. - V*bs 2x4 SP #3 Deflection meets U360 live and L/240 total load. TC1 TC2 I TC3 13' I 1z I 13' --�— 511'6 6 i6 611'6 7710 — { 61'2 6 1'4' , L BC1 RV-1609# 1k4280 rVWr SEAT PLATE REWIRED LEFT RAKE = 1'4"14 LEFT JIG = 13V12 DESC. = A7 PLT. TYP -WAVE FBC1TPI1 + 6 61'2 or TH H- EHLERS, P.E. a + so 6W 01-IBRIBI-JE PLACE RV-1510 U-Vw vw8` TOTAL-- 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. SEAT PLATE Rw'" U 6 2005 MOUNTDORA,FL 32M FL. REG.18243 RIGHT JIG = 13712 SEQ = 30752 REV. 7.02.0527.10 SCALE=0.2129 TC LL 20.Opsf TC DL 10, Opsf BC DL 10.Opsf REF DATE 0"'I -2005 DRWG • BC LL O.Opsf TOT.LD. 40.Opsf O/A LEN. 38 DUR.FAC. 1.25 SPACING 24.0- TYPE hips D:rKUVKMLJUI rK00 V.r"00 AV1M0 r A6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 120 mph wind, 10.61 It mean hgt, ASCE 7-9B, CLOSED Mg, not located within 4.50 ft from roof edge, CAT Il, EXP B, wind TC Bot chord 2x4 SP #1 Webs 2x4 SP #3 DL=5:0 pat, wind BC OL=5.0 pef. Deflection meets L/i80 five and L/240 total load. (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better "T" brace. 8D% length of web member. Attached with 8d rails @ 6" OC. �-- TC1 TC2 TC3 TC4 TC5 •I 15' 8' ♦ 16 I- 8V5 911'11 8' 811.11 80'S—�{ a M rn 3? A13 — 1. Z37-3 - 7r &5"15 ♦ 8"S 7 7714 7-5 -- —i%NUH u I. EHL,7_• RS, P.E. f�- I 38' Rv=39pr u-,9L>K BC1 2 . 1 Cb1iBRIDtac PLACE Rw19.&# U-503N 5"„ Rv-8W U-237# +Ah BEAT PLATE REw"'J! t N O 62 nn5 LEFT RAKE = V4 14 LEFT JIG = 1611" DESC. = A6 PLT. TYP: WAVE FBC/TPI1 QTY=1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. MOUNT DORA,FL 32757 REV. 7.02.0527.10 RAEG-18243 RIGHT RAKE=1'4"14 RIGHT JIG = 1611" SEQ = 30734 SCALE =0.2059 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 10.0PSf 10.0PSf 0.0PSf 40.Opsf REF DATE 06-01-2005 DRWG O/A LEN. 38 DUR.FAC, 1.25 SPACING 240' TYPE hips 'o: tRV V KML*U) MOO VOrfngRO /MOVO / AO Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 20 SP #3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 10.61 ft mean hgt, ASCE 7-96, CLOSED bUg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5D psf, wind BC DL=5.0 psf. Deflection meets L/36D live and 1-/240 total load. fL' TC1 TC2 TC3 TC4 I- 1s I 8' I is i — 875 I 8'11'11 I 4' ♦ 4' I V11's I 8'0',o +I 12 4 l7 V1rd Mb V7 SXB 3X4 h N4 3XS(At)A1) �6 3X4WQ5 3X104 39 Ly I` -I' TB' T,"2 4'4' T7'2 TB' C c ''4' I 38 S — I H. EHLRS, P.E. Rw1808r U-4M ;;Ir sc' am + so Rv=, S ONSOMINIE PLACE SEAT PLATE REQUIRED SEAT PLATE REWIRED JUN 0 6 2005 LEFT RARE = 1'4"14 LEFT JIG = 1611" DESC. = A5 PLT. TYP -WAVE FBC/TPI1 QTY=1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS, REV. 7.02.0527.10 TC LL 20.Opsf TC DL 10.0psf BC DL 10.0psf SC LL O,OPSf TOT.LD, 40.0pSf DUR.FAC, 1.25 SPACING 24.0" OUNTDORA,FL 32M FL. REG.18243 RIGHT JIG =15'11 " SEQ = 30755 SCALE=0.2129 REF DATE 06-01-2005 DRWG O/A LEN. 38 TYPE --kMvv/anwW) n%00 v.mmaO im.tto i A4 THIS DING. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 120 mph wind, 10.94 ft mean hgL ASCE 7-98, CLOSED blip, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC Bot chord 2x4 SP #1 DL=5.0 psf, wind BC DL=5.0 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. �— TC1 TC2 TC3— TC4 .+. TC5 f 1T 4' ♦ 1T i- 62'3 .{. 5TI ♦ 5'4'12 —♦-- 4'--.}.-- 65"1 5'4'7 6T8 --�{ 12 4 p n N 50 Tf5 3X6{A11 174'13 { 2573 6'6' 35'15--—g6'15--—3'10'4 vm- I 36 L Rv=3210 U-I&W te. BCt SEAT PLATE REQUIRED LEFT RAKE = 1'4 14 LEFT JIG = 18'0"5 DESC. = A4 PLT. TYP -WAVE FBC/TPI1 E�IPS, P.E. �u �-u�NFR1DWe GLACE BM BC3 SCA Rv=991# LI�64# rSf r Rv=1699AI ll•49B# V1k5'11 SEAT PLATE REQUIIgLjN O b 2005 1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS, vir W FORA, FL 32767 FL. R'LG.1824J RIGHT RAKE = 1'4"14 RIGHT JIG = 18'05 SEQ = 30737 REV. 7.02.0527.10 SCALE =0.2059 TC ILL 20.Opsf REF _ TC DL 10.Opsf DATE 06-01-2005 BC DL 10.Opsf BC LL O.OPSf TOT.LD. 40.Opsf DRWG O/A LEN. 38 DUR.FAC. 1.25 SPACING 24.0" TYPE hips O:IKuyKMuy) /K00y Top chord 2x4 SP #1 Bot chord 2x4 SP #1 V*bs 2x4 SP #3 3) 393 A3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 10.94 ft mean hgt. ASCE 7-9B, CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11. EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets U360 live and L/240 total load. �-- TC1 TC2 TC3 T04 TCb 1T 4' }. 1T I-- 62'3 5'S"1 5b"12 4' 547 62'8 �{ 8714 T10"4 612 �a I 36 BC7 + R+a1806# Lk425# ,I--� + �c2 sc3 SEAT PLATE REWIRED LEFT RAKE = 1'414 LEFT JIG = 18'0"5 DESC. = A3 PLT. TYP. WAVE FB0/TPi1 QTY= 1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEEPAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS. or H. EHL' , P.E. it CCN®RiDar . &*"CE WA ,1KIN U-42W Wili SEAT LATE ►Y o 6 2005 Pn(��, ©/� /�.� INOUNTDORAgFL 3279 FL REG. 18243 RIGHT RAKE=1'4"14 RIGHT JIG = I SV'°5 SEQ = 30758 REV. 7.02.0527.10 SCALE =0.2059 TC LL 20.Opsf REF TC DL 10. 0psf DATE 0"I -2005 BC DL 10.0psf DRWG BC LL O.Opsf TOT.LD. 40.Opsf O/A LEN. 38 DUR.FAC. 1.25 SPACING 24.0" TYPE hips Top chord 2x4 SP #1 Bd chord 2x4 SP #1 Webs 2X4 SP #3 3) 3'IE /Me" r nt THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 120 mph wind, 11.27 It mean hgL ASCE 7-98, CLOSED bldg, not located within 4.50 R from rod edge, CAT 11, EXP B, wind TC DL=5.0 psi, wind BC DL=5.0 psf. Deflection meets L/36D five and L/240 total load. r TC1 TC2 TC3 TC4 I 19, f' 19, I -- viols 677 61'1 6r1 sti'7 B10•s -� y 1=r 9s• + 9,•2 9,•z gr IaUCTH H. EHl-,aS, P.E. R�,91# U=,so# , >,• BC1 + sc2 ac3 + WANRRDDGE PLACE Rw 1113# U"29SM Itk9" SEAT PLATE REWIRED RW1917# U-50W YV=11.13 SEAT PLATE REWIRED SEAT PLATE REQUtRE � N 0 d 2005 LEFT RAKE = 1'414 LEFT JIG = 20'1 "10 DESC. = A2 PLT. TYP: WAVE FBC/TPI1 QTY= 1 TOTAL= 1 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND WARNINGS, MOUNT DORM, F! 32757 FL REG. 18243 RIGHT RAKE=1'4"14 RIGHT JIG = 2011"10 SEQ = 30740 REV. 7.02,0527.10 SCALE=0.2059 TC LL 20.Opsf REF TC DL 10.0pSf DATE 06-01-2D05 BC DL 10.0pSf DRWG BC LL O.Opsf TOT.LD. 40.Opsf O/A LEN. 38 DUR.FAC. 1.25 SPACING 24.0" TYPE comn D:(KLIVKMLJIJ) /K0d VerrrAho /Metro / Al THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Tap chord 2x4 SP #1 120 mph wind, 11.27 It mean hgt, ASCE 7-96, CLOSED bldg, not located within 4.50It from roof edge, CAT 11, EXP B, wind TC Bot chord 2x4 SP #1 DL=5.0 psf, wind BC DL=5,0 psf. Webs 2x4 SP #3 Deflection meets L/360 frve and L/240 total load. TCt TC2 TC3 TC4 I 19 { 19 I--- viola 61 • e111 61.1 $r7 e10•s —� ITT 96• ♦ 91'2 ♦ 41.2 ♦ BS• — R EH I--- BC1 BC2 BC3 �cd --�t� .CO PLA1120 Rw1605p 11=424# 1/w8• Rwt NO SEAT PLATE REQUIRED SEAT PLATE REQUIRED JUN U b 2005 MOM DOM9FL U79 LEFT RAKE = 1'4"14 MOM O RIM LEFT JIG = 2V1 "10 RIGHT JIG = 20'1"10 DESC. = Al SEQ = 30743 PLT. TYP. WAVE FBC/TPI1995(STD) QTY= 4 TOTAL= 4 REV. 7,02.0527.10 SCALE=0.2059 TC LL 20.Opsf REF DATE 0"1-2005 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 FOR GENERAL NOTES,IMPORTANT SPECIFICATIONS AND TC DL 10.Opsf C DL 1 SC DL SC LL 0ps DRWG O/A LEN. 38 WARNINGS. TOT.LD. 40.Opsf DU R.FAC. 1.25 SPACING 24.0" TYPE comn F X-CUI 372.50 (MM) SIR W 00 CD VJ LOT 6 MARSHALL AVENUE 60' TOTAL R/W �5., 00 S 0 0'2 6`27 60. 00' R&M FIR 112" NO# z 0 a! Ln 5-0 0 O .00L t - OD 0 vt L] (J) rn 'D Lf) c) 01 0 ;o o-) 0 D C) ,-to LOT 8 ul o 00,11, 00' 1 L > (f) x) 0 0 - un F 1C. C) 'I ") .111111- 7' - U I E 4 1' x— S11 , R ............. .... ....... .. ..... ........ SIR N 00026 27" W 60.00'(R&M) NOTE: BOUNDARY SURVEY AND SITE PLAN fldiL ',)1 0 1 1 ILIG' id(j"ING J�klltl k I I X— X X Wit ti) 1 ll: I Loll 11 C I I im) I iti Al it I II)A' (;it A hit; Ill; i J I N 1 Ipi ro, -I WN ROD ih:R 1)" H�Np0iol-t 111) cl — -- Il 0 WL)o NC A/C AIN N'L;, /li , ()�j �O , I Al) VAR, i"M I N N I NAII /Oi,�K t. C()NL)JII0M-8 ti"IN-0 Mwmr.l, mijwlm, 11, 1JI1 N"' Es NOI Vr 11) LJNIACOP!Ili C(NIOW Ili i tit -,RNWIILINL `, IOWI`l A'( tit k 1) WWI (MINI161111. Kii ]I) LIOWING J)JtiIMCE IschWHI WA!iii, A'4i;/Ul. FLOOD INFORMATION: 1IGNAMlif AND DAII CiWli JNO1 ;`, (lillip"W.I ;](Will M!(SS 011liliW"A WWti, ANt, Vli0.-L1W1 It lil 17 LOOD ZONE X PKiAlMl kmiij, "i'm j10ION, it) NI , At ul ri i SI,, WHIL IIWL�, Ali! f IIA!I 11 1061 1 1 -11iiY I qWpr RIIIS st KIM, 111111 —, It I L Afl;�/Oli 01110I WHAAMXIH], It ANY ,, IILIIuI ill YquiL ON WAI IAR,11- COMMUNITY NO. 120294 AfjSIINACILD IOU 111, 011111, MILL 140f 10(AILI) 9) flI,-IjlflJA[pIls 10 WOM) itt.(As i'NI ()(it) ?uw "k 014,m; - I i(W IL Ili IIAI I , PANEL NO. 0045 LICY 1"WU W !;. SUFFIX IJICJKIl3IRAiV.Iti fiffl 'ill(IIV14 E L;N Ilif HAI (it RILGOIA, Wuhu� woi,M jz,a. I,;) VYNI AlIAli, M!, NONI A,;iNCY 11000 11110111LIMPON' NAlt NIAI�, I,,fL Ili IWI DATE OF FIRM 4/17/95 ADDRESS: MARSHALL AVENUE DATE OF SURVEY 6/21/05 SANFORD, FLORIDA SURVEY NO. 28934 LEGAL DESCRIPTION: CERIIFIEO 10: I -OF 7, BLOCK 5, DREAMWOLD, ACCORDING TO THE PLAT METRO DEVELOPMENT GROUP, INC. TI IEREOF AS RECORDED IN PLAT FJOOK 4, PAGE 70, OF THE IF I c PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. - ----- --------- ----- ---- - j1.i;i.-',ItY Nt. It 'AP311) "I"Wil 0? A NO J--�5 PROi ESS1014AL SLJHVEY0F4 I) COPI,� d Alill0li"li, 01, ON I (I A-6001 ill 0AII Ill '.IIRVIY i'MOWN IRWIN "1 10 11 it I, S r A I b t Ii. I L it 11 tit ON W, HOSI )Lki,011i, AIA�)/GH Mll.,L�, I /;(� w Ce CLOSING SERVICES ICl'I101MI)AW "Imv, Y \ li� il:! Hli�;Wkjli 0!NIK, , �,iA 1L)AND"i i'�i iA I I GiM I tly I A JR BY: %wo ASSOCIATES I . I W, AOIM;,Vt f lMi Px;IiMJ/A0 I%, A 282 S110RI AVIFIAIE. SUIIF 124 LONGWOOD, FLORIDA 32750 1 H-ALI ;V, III , o PHONIC:; _401- 331-5t,17 FAX: 407-331-9188 DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY — ADMIN P.O. BOX 1788 SANFORD, FL 32772-1788 Project Name: / yO c.� S/� Date o 4� 5 Owner/Contact Person: 44 iWw Phone: Address:�� /l ✓>ylyf Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): 2) NON RESIDENTIAL Type of Units (commercial, Industrial, etc.): Total Number of Buildings: Number of Fixture Units (each building): Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1 ", 2", etc.) REMARKS: CONNECTION FEE CALCULAT70N.• S I ttiq i--� loo Y Jiw�f rL .t r.o/ I !t,G S 1700 Age o•y n J Al Name - Signature - to /z/o oc�nccn Tema 7 City of Sanford "The Friendly City" I' Application for Engineering Permit - This permit shall authorize work to be done in the City of Sanford based on the approved construction plans and the information provided below: Check One: Right -of -Way Utilization Driveway THIS APPLICATION IS SUBMITTED BY: PROPERTY OWNEER(S)I (CANT: t')., ,,. Applicant Name. 44YU�a�} _L _ _ _ Firm: _M vaUe,1 WC,4 61 J { - �"� t Address: �r � Lh�» Rd ,d I far r,� nee Sr n ►G��i Vic. � z'�et Phone: 46-7 —6r I - TZ 1 1 Fax: �i_ - G 7 '. �T7 S a Date: - 1. PROJECT LOCATION OR ADDRESS: -T J- S-_AYesrw Wor 3� Olt La+ p%l_4 ,_ -Pq - - 0 , -S" rhettc .n ' i 0-1) 1'Y1 ass LQ.,.(1 "AyWYtu t 2. TITLE OF APPROVED DEVELOPMENT PLANS: APPROVAL DATE: 3. SCHEDULE OF WORK: FROM % TO EMERGENCY REPAIRS 4. PROPOSED ACTIVITY: XDriveway Installation Aerial Installation Underground Utilities Bore and Jack Open Cutting of Roadway Sidewalk Installation Other 5. SPECIFIC DESCRIPTION: _Ctt_- 4ut 6. EXCAVATION INFORMATION: Total Length - - (Feet) Number of Open Roadway Cuts 7. AERIAL INFORMATION: Length -— (Feet) Number of Poles - (Existing) I I- (New) IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY OF SANFORD'S JURISDICTION AND THE RIGHT, TITLE, OR INTEREST IN THE LAND TO BE ENTERED AND USED BY THE PERMITTEE. THE PERMITTEE SHALL AT ALL TIMES ASSURE ALL RISKS OF AND INDEMNIFY, DEFEND, SAVE HARMLESS THE CITY OF SANFORD FROM AND AGAINST ALL LOSS, COST, DAMAGE, OR EXPENSE ARISING IN ANY MANNER ON ACCOUNT OF THE PERMIT REQUEST BY SAID PERMITTEE OF THE AFORESAID RIGHTS AND PRIVILEGES. IN THE EVENT THAT ANY FUTURE CONSTRUCTION OF ROADWAYS, UTILITIES, STORMWATER FACILITIES, OR ANY GENERAL MAINTENANCE ACTIVITIES BY THE CITY BECOMES IN CONFLICT WITH THE ABOVE PERMITTED ACTIVITY, THE PERMITTEE SHALL REMOVE AND/OR RELOCATE AS NECESSARY AT NO COST TO THE CITY OF SANFORD, INSOFAR AS SUCH FACILITIES ARE IN THE PUBLIC RIGHT-OF-WAY. • CALL THE PBLIC WORKS DEPT, AT (407)330-S681 TO SCHEDULE A PRE -POUR INSPECTION ' 4JMOUP,S BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 icant Signature -_ Date: OFFICIAL USE ONLY 11�� Application No: .... ..... 06 . 40-3— Fee:\\'` '>AL�,_0V Reviewed: Approved: Public Works Utilities Date: -- DATE: DATE:— - DATE: Eng_prmt.pdf A) c f) aNORTHO SHE PLAN Iff 16 0) i w J VARIES i 6" ! DRIVE I MAX PLAN CONCRETE CURB, A IF PAVEMENT HAS A� LUSH EXPANSION JOINT SHALL 10, BE REQUIRED BETWEEN CURBING AND APRON. - 12" I EDGE OF PAVEMENT SLOPE 10.1 6" X 12" FLUSH CURB 10:1 OPE I BOTTOM OF SWALE SrW ( SECTION NOTEMED IN DEVELOPMENTS WrTH 1/2 ACRE LOT OR LARGER. J °f SA'v"0 City of Sanford, Florida DRIVEWAY DETAIL FIGURE s-�o� 14J Depand Planning Engineering WITH SWALE N-1, <f COS N-25 4 C yk j - < v - R. t Lf ti Si�i f j:. _ ,�,'' -t°' �� , -*�; tom` � K _ _ a'. - +- � t '' r '' .�, . f �J'�^ ti.. � �' .�. J .. ,r=' i G. j �• R �� f• } n Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 -ARC:LL_.LUi= a 17.0 17A 3.0.1? 4 t7 90101:3 DAviD JOHNSON, CFA, ASAltid PROPERTY 'a 12 10 , �12.0 12,' 11A t3 APPRAISER s ,a 4 5 3EMINOLE COUNTY FL 3� 3.017 1 S r.1?1 T 1101E.FIRSTsT 1A, 1.019A 1019A 18.0 �' SANFORD, FL 32771-1 A68 � 407-665-7506 _ ^ 10 —r1 A :ss 15.0 1 111.0' 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 36-19-30-524-0500-0040 Depreciated Bldg Value: $0 Owner: MUROSKI JOHN B Depreciated EXFT Value: SO Mailing Address: 732 KEATON PKWY Land Value (Market): $58,800 City,State,ZipCode: OCOEE FL 32761 Land Value Ag: $0 Property Address: 2429 MARSHALL AVE SANFORD 32771 Just/Market Value: $58,800 Subdivision Name: DREAMWOLD 3RD SEC Assessed Value (SOH): $58,800 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $58,800 Dor: 00-VACANT RESIDENTIAL Tax Estimator 2005 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp Qualified 2004 VALUE SUMMARY QUIT CLAIM DEED 07/2005 05827 0522 $100 Vacant No 2004 Tax Bill Amount: $916 WARRANTY DEED 04/2005 05714 0557 $185,000 Vacant No 2004 Taxable Value: $44,688 WARRANTY DEED 03/1982 01388 0895 $64,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/1973 00982 1964 $8,000 Vacant Yes ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value FRONT FOOT & 3RD SEC 240 136 .000 250.00 $58,800 DEPTH D EAMWOLD PB 4 PG 70 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. '** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www. sepafl. org/pls/web/re_web. seminole_county_title?PARCEL=36193052405000... 9/28/2005