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112 Kaywood Dr 07-2709 CO
PERMIT ADDRESS CONTRACTOR 5 Co' e,.wa4&6rk FL ADDRESS PHONE 4r-.310is PROPERTY OWNER ADDRESS J' PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # 070776 DATE � o PERMIT DESCRIPTION 002 PERMIT VALUATION SQUARE FOOTAGE !+2z& d d C4 cn City of Sanford - Completion e of ISSUED .01.23.08 PARCEL NUMBER . 3219 30 5GS-0000-0730 t�r<, Ott rf3 r PROPERTY ADDRESS 1�12 Kaywood Drive k is PROPERTY-ZONING-� _S,R1AA OWNER, , . PattyMahany CONTRACTOR ,,} spy kShoemake : �Con's#truction ,. 1 f i i I ° t 3 1 PERMIT` N�U�MBiER r, .0�7=2709 I �.' DESCRIPTLOWOF WORK .Renovation and Addition t CONSTRUCTION TYPE, " JVBa= OCCUPANCY,USE GROUP` OCCUPANT LOAD � s f SPECIAL CONDITIONS In accordance' ,with " this `-,-Certificate of Completion,, all,.,, inspections for compliance with FlondaBuilding°Codte° 2004 for^occupan*cy and use have been performed and approved'�'f;`r If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. Approved . " -rvm Building Official CITY OF SANFORD PERMIT APPLICATION Job Address: 1 1 /), U I )A/) Description of Work: `1 Elistoric District: _ Zoning: Date: Value of Work: $ ql !Z�©'0c., Permit Type: Building Electrical _ Mechanical V Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New Az�— (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial tndusnrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) 4 ��qq �/ e Parcel # ;A,l "�� 30-'SGS V —awo� 13c) (Attach Proof of Ownership & Legal Description) Ow ee-5 Namee& Address: &r,An/l jgt4QPJ!I 11 a„ c,n Y1�C �1rI �a'i% _ _ Phone: ~ Contractor Name/&� Address: 'yo Phone & Fas:ItO Bond rig Company: Address, Mortgage Lender: Address 7 372-3 'ontact Person. State License Number: e&01% Arch i tect/E a gi a "r: Phone: Address- — 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 corrunenced 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. OW-NER'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 1N 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 requirernernts of this peTrut, 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 require is of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature f Contra for/Agent D to Ro 7D kA e e rxy e2 Pant Owner/Agent's Name Print nt Con�nt's Name Signature of Notary -State of Florida Date z ,p n yOY T Date •t *c MY COMMISSION # 1)0722949 F?CPIFtES October GB, 2011 Owner/Agent is _ Personally Known to Me or tent is 4RI-OW or Produced ID (407) APPLICATION APPROVED BY: Bldg: _ Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 .KCEL DE -FA DAYID JOHNSON. CFA. ASA PROPERTY a5 APPRAISER I v iai ,1 d I ?2 71 lj r3a SEMINOLE COUNTY FL. 7•S 1101 E. FIRST sT SANFORD ,FL32771-1468 407-665-750E r S3 42 2008 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 32-19-30-5GS-0000-0730 Depreciated Bldg Value: $174,175 Owner: MAHANY PATRICIA L & SEAN Depreciated EXFT Value: $900 Mailing Address: 112 KAYWOOD DR Land Value (Market): $60,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 112 KAYWOOD DR SANFORD 32771 Just/Market Value: $235,075 Subdivision Name: KAYWOOD REPLAT Assessed Value (SOH): $118,254 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00-HOMESTEAD (1994) Taxable Value: $93,254 Dor: 01-SINGLE FAMILY Tax Estimator Tax Reform -Analysis 2007 VALUE SUMMARY SALES Tax Amount(without SOH): $3,938 Deed Date Book Page Amount Vac/Imp Qualified 2007 Tax Bill Amount. $1,686 QUIT CLAIM DEED 01/1997 03186 0283 $16,200 Improved No Save Our Hom_es.(S_O_H) Sayings: $2,252 WARRANTY DEED 10/1986 01779 0837 $88,500 Improved Yes 2007 Taxable Value: $90,370 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 73 KAYWOOD REPLAT PB 30 PGS LOT 0 0 L000 60,000.00 $60,000 27 & 28 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1986 7 1,723 2,591 1,978 CB/STUCCO $174,175 $190,355 FAMILY FINISH Appendage / Sgft ENCLOSED PORCH FINISHED / 192 Appendage / Sgft ENCLOSED PORCH FINISHED / 63 Appendage / Sgft GARAGE FINISHED / 598 Appendage / Sgft OPEN PORCH FINISHED / 15 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1986 1 $900 $2,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. '** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/web/re_web.seminole_county_title?parcel=32193 05GS00000730... 10/ 18/2007 o ff- ir" P_ n CITY OF SANFORD PERMIT APPLICATION Application #: 1n Submittal Date: Job Address: �(.Iq�/GV OD �Y Value of Work: $ /o S w Parcel ID: Description of Work: ti Zoning: Historic District: "Square Footage: _ .................................................................................................:..................... Permit Type: Building ❑ Electricals Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS 306.1 - Addition/Alteration Change of Sere ce Temporary Pole ❑ ;%5Td Mechanical: Residential ❑ Non -Residential 0 Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ................................................... ................................... ....,�.............................. Property Owner: —A Contractor: ,�(zJ?"CI64ahfic Address: �% ' / rlv� vv / C Address: Phone: E-mail: Phone b 3�Gz State License Number: �G/3CVlrf!P3 Bonding Company: `�// __ Mortgage Lender: Address: Address: Architect/Engineer: Address: Plan Review Contact Person: Phone: Fax: Phone: Fax: E-mail: 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 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 require7 of Florida Lien Law, FS 7 -a' Signature of Owner/Agent Date Sign re of Contractor/Agent D 5 tL__7 Print Owner/Agent's Name int C tractor/Agent's Name Signature of Notary -State of Florida Date gnature of otary-State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: c r `;M . 00 - I sioN�ol ONa P[ S: February 25.2011 i. Contractor/Ag o Peon I�ro69gW 1p,We. oa. Produces }NOTARY 2 k� ENG: BLDG: CITY OF SANFORD PERMIT APPLICATION Application # : - 2AO Submittal Date: n 1 / 4 V / " o Job Address: Value of Work: $ Parcel ID: Zoning: Historic District: Q � Description of Work: � e - I Ala Square Footage: ....................jyl?�0 .E................................................................................. Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Mechanical: Residential ❑ Non -Residential ❑ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential X Commercial ❑ Occupancy Type: Residential X Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ........................................................................................................................ Property Owne/r: A Contractor: O �/✓`s .-t,� - Address: i/�tH Lf�JYJCXC I Address: L�fFSS�� EPG'�r' -AL", ?z 707 O Phone: E-mail: Phone: 4107-3, & State License Number: 6r1f OS76 % QCe� 7 Bonding Company: Address: Architect/Engineer: Address Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 ay 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 fr other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm ve i will notify the owner of the p erty o the u nts of F nri fen S 7 r ignature of Owner a Date nature oaf Contractor/Agent ate e Print ON Agent's e Print Contractor/Agent's N e Q7 Signature of Notary -State of Florida Date Signature of Notary -State o FI\\\lc��Illl Date wN E \ "yS hug / _� = VO :any v> s •. �_ 0 Owner/Agent is gersonalljCnrwn to Me or Contractor/Agent is �r ' -1 Knowtito Me„a Q _ Produced _Produced ID APPROVALS: ZONING: UTIL: FD: ENG 'L • .1^�, bootie E3L • � 7 nc l/ Special Conditions: ///� g9yp(J • P ������\ \ Rev 07.07 /IIIIi`II,\ S - t� r� CITY OF SANFORD PERMIT APPLICATION Application #: (� -7, �/L � 09 Submittal Date: 9 Job Address: 11 A `1 KJC0 I. L!Y SAN f'o yd �71,i i Value of Work: $ Parcel ID: Description of Work: H001770AJ P�?..L.... 1�.... h ...:..... Zoning: Historic District: NO Square Footage: .................................................. 0...... 0....................0 Permit Type: Building ❑ Electrical Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS _ Addition/Alteration F!" Change of Service 9"' Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential 0 Replacement ❑ New ❑ (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .......... .......................................—./......................................................................... Property Owner: MAIM Ncr /Fe51C7P.✓t/GC Contractor: SANFord b'46j9- CD jZNC Address: II Z 11"i9yWood Y. Address: 25ZZ 544re ,a- /�ryLo�-� .r"G 3 2,'Ii/ a S,�n�Fer�✓ F� 3Z�'l3 Phone: E-mail: Phone: UZ (5b Z State License Number: 4/ 60)943 Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender Address: Phone: Phone: Fax: Fax: E-mail: 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 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 req ents of Florida Lien Law FS 7 01 Signature of Owner/Agent Date ature of Contractor/Agent Date / Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: PriA Contractor/Agent's Name .€ 6" 1 1 16 Sii0aature of Notary -State of Florida Date Contractor/Agei�i� �nally I� jFvnr _ Produced u '`� ri1;11►11W" I 'I CITY OF SANFORD PERMIT APPLICATION � Submittal bate: Application # : ° p0, C I1,j i2-) Value of AA'ork: S 3 `L � ` 0 0 Job Address: I I - A`1 llla 00 D i 32—I1_3o_5CI5•-0000' 0730. Zoning: > AA Historic District:, Parcel ID: .........4 2- g (o IZE00VAT100 A,01> AkT>DI-not i Square Footage Description of Work: ............................................. ..... ..................... Pool ❑ Sign ❑ ......... .................. •Permit Type:Building I� Electrical CI Mechanical CI Plumbing ❑ Fire Sprinkler/Alarm ❑ 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 is of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential ❑ Commercial Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): # of Dwelling Units: Flood Zone. �— (FEMA form required ) Construction Type: C. g • # of Stories:._g • roper..Owner• SCAr'•j••f'ATRICiA I • MA14AOJI Contractor Si�oErtaKE2 Cot�STRUC Property Ov°-ner: Address: 41z Kp.ywoo� viz. Address: 0, i30x L. 37-Z-71 Phone: �-b�- 324-70 4 3 E-mail: — pho a �s7 — 1 b3 State=License Number:`! L d ........... .too Co. Bonding Company: Mortgage en el Address: Address: Y6 7 2 Z 42bS 7 Architec ngineer. Phone :7'DI_ 3 Address: • O. v 530 $ 3 D� a L 3 5 3 Fax Phone: Plan Review Contact Person: 356-7447-7f 59ax: ^-• E-mail: 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 o the issuance of a permit and that all work will be performed to meet standards of ail laws regulating construction in this jurisdiction. I understand that a se arate permitmustbe secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, eta OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicabl laws regulating construction and -coning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY[N i TWICE FOR [MPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT' MUST BE RECORDED AND POSTED ON THE JOB Sff BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE RDING 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 feder 1 agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen f Florida 1_.ien Law, FS 713. ` Date Signature ofContractor gent Date ature of Owneri Agent ' Or er/Agent's . a e i rractor/Agent's Name Signature ofNotary-State of Flori Date Signature of Notary -State of Flori a Date PATRICIA A. MANN PATRICIA A. MANN �a"f' tv .��;�'Py •. ,- MY COMMISSION # DD 520661 MY C MMISSION # DD 520661 " RES: April 5, 2010 XPIRES: April 5, 2010 rn 'I'a""'s"' Contras rl' ondPbl4�M�f"�[ilG _ Pr (% APPROVALS: ZONING: f M UITTIL: VD: ENG: BLDG:7A2// Special Conditions: Rev 07.07 THIS INSTRUMENT PREPARED BY: Building & Fire Inspection Name:�(�o� no I I 1101 East First Street Address: 2 O. .6y / �b �� Sanford, Florida 32771 l FL -3-)- -? '? Z SEMINOLE COUNTY State of Florida FLORIDA'S NATURAL CHOICE County of Seminole NOTICE OF COMMENCEMENT Parcel ID Number (PID) 3L- I `( 3o 565 -yoco 0-13 c 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 (Legal description of the property and street address) L_� Lor -73 VAjujooD VC -PLAT ?6 30 fib 2-1zb 111 KAI W co0 DR 5 h►�Fok � 1 . 3"L-r'► Y �ryF ;:. iJ. ; `_ GENERAL DESCRIPTION OF IMPROVEMENT-- 9CI00Vk71 � kt,Di7.1 CSi�14tC- �dM[�y I2L'S1b iJC�'� V OWNER INFORMATION Name and address: Seh O PAT'RtcIA L • HA MAJ Y (I-) V_Aj ioo0 'DIL. 5A-jF0hJ> , Ft- lltilsolumina R MARYANNE MORSE, CLERIC OF CIRCUIT C"T SEMIWLE COUNTY W[MRDED 07/13/207 03128144 PM CONTRACTOR RECORDING FEES 10-M Name and address: Sf- OCHAKE2 CD05TFuc7-('0-J Co, T,,REtYIRDFD BY T Smith Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served -as provided by Section 713.13(1)(b),; Florida Statutes. Name and address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. a To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified.) STATE OF FLORIDA COUNTY OF SEMINOLE /Si nature of Owner (NOTE: Per Florida-StaTute 713.13(1) (g), "o er t sign...... an no one else may be pef. fitted to sign in his or her s ad sti The foe ing instrument was acknowledged before me this day of tel , 20� 61 f by , Who is personally known tome Name of person making tatement OR who has produced identification type of identification produced pp pICIA A. MANN MY COMMISSION # DD 52"1 April i Bwwod r,' NNot,,Y'i Pudc' 201 fts Notary SINCE 1956 www.shoemakerconstruction.net Power of Attorney 1. 13, 01 Date I, Alan Dean Shoemaker (License # CBC 052140), hereby authorize Tammy Shoemaker Hanes, William S. Brumley, Jr. or Leonard O'Donnell to pick up and sign for any and all permits or issues for the following project: ce l 3 - 19 3� �C� S Y C�C��C� ._ 0730 Project Name: l''(A &N `(~ R" , oe,,cZ Project Address: << 2 Ko-M w oo 6 D R Application # (If Applicable): Alan Dean Shoemaker, Vresident State of Florida County of Seminole This foregoing instrument was acknowledged before me this day n /-, of (month), 020 n :2 (year), by Alan Dean Shoemaker, who is personally known to me and who did not take an oath. Patricia A. Mann Notary Public �� P' •,, PATRICIA A. MANN MY COMMISSION # DD 520661 _�•. EXPIRES: April 5, 2010 Ali Banded EXPIRES: Notary Public UndervrtRers P.O. Box 1885 ® Sanford, FL 32772-1885 PH: 407-322-3103 ® Fx: 407-322-1205 A Full Service Commercial and Residential Contractor License #CBC052140 IF, IF' Permit #: Project Name: 07-2709 1 Residential Addition Address: 112 Ka wood Drive Plans Reviewed By: Richard Denman 08/24/2007 407.330.5656 The Permit Is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: NOTICE: In addition to the requirements of the 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. 1. This approval does not grant permission to violate any applicable Codes. 2. Inspections will not be given unless the Approved plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. Any connections that may be hidden during the installation shall be inspected prior to covering. 4. The Permit shall expire if work has not begun within six months of the date of issuance. 5. All Permits require Final Inspections. Failure to do so may result in permitting rivileges being revoked as well as charges being filed with the DBPR. 6. Your attention to "Notes" written on the Plan pages is requested. A PERMIT # 7-.-2 70�P DATE: e-z Z?7- T City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407.330.5656 Fax: 407.328.3859 PLAN REVIEW RESPONSE Date: 08.09.2007 Contact Person: Alan Shoemaker Contact Phone Number: 407.322.3103 Contact Fax Number: 407.322.1205 Contact E-mail Address: Alan Shoemaker Reference Number: Permit Application # 07-2709 Project Description: Renovation / Addition Job Address: 112 Kaywood Drive The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. ARCHITECTURAL A-1 Please provide the window and door manufacturer's installation instructions and Florida Product Approval documentation. A-2 Please provide the roof membrane system specification, with manufacturer's installation instructions and Florida Product Approval documentation, to be installed on the low pitch area of the roof. STRUCTURAL S-1 The truss manufacturer has submitted the truss layout and engineering, including truss C1, however truss Cl is not on the truss layout plan. C1 is a gable truss. Perhaps one of the gable trusses identified as Al is incorrect. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at (407) 330.5656 or fax to (407) 328.3859. You may also contact me by E-mail at denmanr@sanfordfl.gov Sincerely, Richard R. Denman Plans Examiner / Building Inspector BE 2s D � coo©©Qooc�Qoo© oo SINCE 1956 www.shoemakerconstruction.net August 20, 2007 Mr. Richard R. Denman Plans Examiner / Building Inspector City of Sanford Building Division 300 N. Park Ave. Sanford, FL 32771 Re: Permit Application #07-2709, 112 Kaywood Drive Plan Review Corrections Dear Mr. Denman, Per your letter dated 08.09.2007, we have attached the following: RECEIVED AUG 2 0 2007 • Two sets of window installation instructions and Florida Product Approval documentation. • Two sets of door installation instructions and Florida Product Approval documentation. • Two sets of roof membrane specifications, installation instructions and Florida Product Approval documentation. Two sets of corrected truss engineering and layout. 61 Thank you for you help in this matter. Looking forward to a successful project! Sincerely, Alan Dean Shoemfer President Attachments P.O. Box 1885 o Sanford, FL 32772-1885 PH: 407-322-3103 O Fx: 407-322-1205 A Full Service Commercial and Residential Contractor License #CBC052140 Aug 09 2007 2:10PM HP LASERJET FAX City of Sanford Building Division 300 N. Park Ave Sanford, Florida 32771 Phone: 407.330.5656 Fax: 407.328.3859 PLAN REVIEW RESPONSE Date: 08.09.2007 Contact Person: Alan Shoemaker Contact Phone Number: 407,322.3103 Contact Fax Number: 407.322.1205 Contact E-mail Address: Alan Shoemaker Reference Number: Permit Application # 07-2709 Project Description: Renovation / Addition Job Address: 112 Kaywood Drive The following is a list of the areas of the submitted plans that contained violations of the co( adopted by the City of Sanford and enforced by the Building Division. The violations noted m be addressed before the plans can be approved. Changes to plans shall be submitted on same size format as the original submittal. Changes to construction documents that require Architect or Engineer's seal must be submitted with the appropriate seal. n P.1 Stb6 r ARCHITECTURAL I W� A-1 Please provide the window and door manufacturer's installation instructions and Flori a MM"et- Product Approval documentation. A-2 Please provide the roof membrane system specification, with manufacturer's installati n pt�t�K instructions and Florida Product Approval documentation, to be installed on the low pit h area of the roof. STRUCTURAL S-1 The truss manufacturer has submitted the truss layout and engineering, including truss C , 71 K however truss C1 is not on the truss layout plan. Cl is a gable truss. Perhaps one of t 71 gable trusses identified as Al is incorrect. Any error or omission in this plan review shall not be construed to grant approval of any violas of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Richard Denman at (407) 330.5656 or fax to (4 328.3859. You may also contact me by E-mail at denmanr@sanfordfl.gov Sincerely, (Vj_a� chard R. Denman Plans Examiner/ Building Inspector - 1 - 111897 NOTIFICATION OF POTENTIAL FOR HISTORICAL/ARCHAEOLOGIC_AL DISCOVERY DURING CONSTRUCTION PROCESS This is to certify that I, ALAt.I IiE,4n1 ;06 MAVW (please print name) am the responsible developer for the project known as MAN,4n1Y AOOt —Qon( _ I have notified my Construction Manager of the potential for artifact discoveries during the construction process and that the instructions listed below shall be complied with in the event of a discovery. In the event of a discovery- of artifacts of potential historical or archaeological significance during construction, the Construction Manager shall immediately suspend all disruptive activity within a twenty foot (20') radius of the site of discovery and report the suspected finding(s) to the developer who shall in turn report this to the Florida Division of Historical Resources. Bureau of Historic Preservation, Compliance Review Section for review. The developer shall comply with the recommended course of action or mitigation requested by the Division and notify in writing the Building Official of the County Building Department of the action or mitigation requested, From the date of notification_ construction shall be suspended for a period of up to one -hundred -twenty (120) days to allow evaluation of the site and mitigation if necessary. I understand that the State may require a systematic, professional archaeological and historical survey be completed by the applicant to determine the presence of any potentially significant historical or archaeological resources on the property. Such a survey may indicate that further investigation of the site be required, including excavation. I understand that the State review includes the steps listed below: 1. I will contact the State Bureau of Historic Preservation and request a cultural resource assessment (see address below). I will submit a map of the site area, indicating planned development and construction areas. and noting the estimated position of the discovery site. Please allow at least 30 days for the State to process your request. 2. I will be notified by the State if a historical/ archaeological survey is or is not required. 3. I must comply with and provide the State's determination documentation to the Building Official, County Building Department prior to continuing development in the discovery area Bureau of Historic Seminole County Building Preservation Department Compliance Review Section County Services Building 500 South Bronough Street 1101 East First Street Tallahassee, FL 32399-0250 Sanford, FL 32771 ATTN: Laura Kramrnerer ATTN: Building Official (904) 487-2333 (407) 321-1130, Ext 7461 72 rz,-, Sworn and subscribed Date: 7 • 13 1 o before me: PATRICIA A. MANN MY— C�j1�MISSION # DD 520661 EXPIRES: APdI 5, 2010 Bonded ThrU NWq PWIo UndenNdten ■ '• PLAT OF BOUNDARY SURVEY for PATRICIA L. and SEAN MAHANY Legal Description LOT 73, KAYWOOD REPLAT, according to the Plat thereof as recorded in Plat Book 30, Pages 27 and 28, of the Public Records of Seminole County, Florida. PERMIT # _ � � y DATE: 97 z 98 � N CAP I(#33 2) S 89'40'34" E 90.00' 0.37' I 7.5' UTILITY EASE 0 M 73 0 O I I I N I .. 0.09' I Uj U I V) 72 Q I %^ W I CID I N H 0) J I F 0- E O Li 1 ' ^ I v , FND 1/2" IF ROD (NO /) 13.84' 1 STORY BLK/STUCCO 22.7' U O ZO K O 7.5 TIL N.' 89'40 - N EASEMENT SCALE: 1 "=30' SURVEY NOTES: W> ME o; = 99 �jIET IRON k AP (�ti3I .14' OUT z W ri w N I N 1 �w I r � .92' 74 I J F O I� N O O FND IRON CAP (/1653) 0 0 1) The street address of the above -described property is 112 KAYWOOD DRIVE. 2) The house on the above -described property lies in a Flood Zone X per FIRM 12117C 0040E. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I furUvar certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT TO: �. — K.TNER SURVEYING, INC. R. BLAIR"KI-TNER = P.L.S. NO. 3382 Post Office Box 823,_Sanford, F1. 32772-0823 (4wrr) 322-20M PROJECT NO: D7,. 1.30 SURVEY DATE: 2I MAKC14 2047 FORM 60OA-2004R EnergyGauge® 4.5 °- FLORIDA ENE GY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential. Whole Building Performance Method A Project Name: shoemaker/mahany Builder: shoemaker Address: --- 112 kaywood dr Permitting Office: City, State: Owner: sanford, fl 32771- mahany Permit Number: Jurisdiction Number: _ OFFICE Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2766 ft' _ 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 265.3 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 265.3 ft2 _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 207.0(p) ft _ b. N/A _ c. N/A 9. Wall types _ _ a. Frame, Wood, Exterior i R=I1.0, 257.0 ft2 _ I b. Frame, Wood, Adjacent ? FC=rl`:0, 198:0 ft2 _ c. Concrete, Int Insul, Exterior (- W=, .1, 1287.0 112 _ d. N/A e. N/A 10. Ceiling types -•- a. Under Attic R=1910, 2766.0 ft2 b. N/A - -- c. N/A _ 11. Ducts _ a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 200.0 ft b. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 75.0 ft _ 12. Cooling systems a. Central Unit' )Cap: 36:0-k-Btu/hrl SEER:15.00 _ b. Central Unit Cap:--24-0•1cBtu/hr _ 5EER:15.001 _ c. N/A 13. Heating systems a. Electric Heat Pump Cap: 36.0 kBtu/hr HSPF:9.00 _ b. Electric Heat Pump Cap: 24.0 kBtu/hr' - - HSPF: 8:00 _ c. N/A 14. Hot water systems 40.0 a,Electric Resistance1 Cap: gallons._ EF: 0.93 ! _ 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: 0.10 Total as -built points: 27227 PASS Total base points: 29850 I, hereby certify that the plans a this calculation are in comp ' n Code. PREPARED BY-,; DATE: I hereby certify that this building, as design is in compliance comp lance VV e ion xztot, with the Florida Energy Co Florida Statutes. 1 = fl�� OWNER/AGENT: BUILDING OFFICIAL: DATE: `7- 17-b-7 DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCPB v4.5) ,yO ?OE STAT�o� ivered by Review of the plans and Energy specifications covered by this calculation indicates compliance --- with the Florida Energy -Code, Before construction is completed this building will be inspected for I' 'th S cf 553 ana FORM 60OA-2004R EnergyGauge® 4.5,a. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 112 kaywood dr, sanford, fl, 32771- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2766.0 24.35 12123.0 1.Single, Clear S 1.0 7.0 8.5 48.22 0.97 396.0 2.Single, Clear S 1.0 6.0 16.0 48.22 0.95 730.0 3.Single, Clear N 1.0 6.0 24.0 30.19 0.98 706.0 4.Single, Clear N 11.0 8.0 24.0 30.19 0.68 492.0 5.Single, Clear N 11.0 6.0 12.0 30.19 0.65 234.0 6.Single, Clear N 8.0 9.3 35.6 30.19 0.75 799.0 7.Single, Clear W 1.0 7.0 72.0 57.68 0.98 4078.0 8.Single, Clear W 1.0 11.0 16.0 57.68 1.00 918.0 Mingle, Clear W 1.0 5.0 12.0 57.68 0.95 657.0 10.Single, Clear E 1.0 9.0 3.0 63.97. 0.99 190.0 11.Single, Clear E 1.0 8.0 12.3 63.97 0.99 776.0 12.Single, Clear E 1.0 6.0 30.0 63.97 0.97 1862.0 As -Built Total: 265.3 11838.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = 'Points Adjacent 198.0 0.70 138.6 1. Frame, Wood, Exterior 11.0 257.0 1.90 488.3 Exterior 1544.0 1.90 2933.6 2. Frame, Wood, Adjacent 11.0 198.0 0.70 138.6 3. Concrete, Int Insul, Exterior 4.1 1287.0 1.18 1518.7 Base Total: 1742.0 3072.2 As -Built Total: 1742.0 2145.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 1. Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 2.Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2766.0 2.13 5891.6 1. Under Attic 19.0 2766.0 2.82 X 1.00 7800.1 Base Total: 2766.0 5891.6 As -Built Total: 2766.0 7800.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 207.0(p) -31.8 -6582.6 1. Slab -On -Grade Edge Insulation 0.0 207.0(p -31.90 -6603.3 Raised 0.0 0.00 0.0 Base Total: -6582.E 1 As -Built Total: 207.0 -6603.3 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 600A-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 112 kaywood dr, sanford, fl, 32771- PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2766.0 14.31 39581.5 2766.0 14.31 39581.5 Summer Base Points: 54210.4 Summer As -Built Points: 54949.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 36000btuh ,SEER/EFF(15.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 54949 0.60 (1.09 x 1.150 x 0.95) 0.227 1.000 8900.7 (sys 2: Central Unit 24000btuh ,SEER/EFF(l5.0) Ducts: Unc(S),Unc(R),lnt(AH),R6.0(INS) 54949 0.40 (1.09 x 1.150 x 0.85) 0.227 1.000 5340.4 54210.4 0.3250 17618.4 54949.0 1.00 1.155 0.227 1.000 14430.0 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 112 kaywood dr, sanford, fl, 32771- PERMIT #: I 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 2766.0 9.11 4536.0 1.Single, Clear S 1.0 7.0 8.5 9.90 1.00 84.0 2.Single, Clear S 1.0 6.0 16.0 9.90 1.01 159.0 3.Single, Clear N 1.0 6.0 24.0 15.07 1.00 360.0 4.Single, Clear N 11.0 8.0 24.0 15.07 0.99 357.0 5.Single, Clear N 11.0 6.0 12.0 15.07 0.99 178.0 6.Single, Clear N 8.0 9.3 35.6 15.07 0.99 530.0 7.Single, Clear W 1.0 7.0 72.0 13.25 1.00 954.0 8.Single, Clear W 1.0 11.0 16.0 13.25 1.00 211.0 9.Single, Clear W 1.0 5.0 12.0 13.25 1.01 159.0 10.Single, Clear E 1.0 9.0 3.0 12.37 1.00 37.0 11.Single, Clear E 1.0 8.0 12.3 12.37 1.01 152.0 12.Single, Clear E 1.0 6.0 30.0 12.37 1.01 374.0 As -Built Total: 265.3 3555.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 198.0 1.80 356.4 1. Frame, Wood, Exterior 11.0 257.0 2.00 514.0 Exterior 1544.0 2.00 3088.0 2. Frame, Wood, Adjacent 11.0 198.0 1.80 356.4 3. Concrete, Int Insul, Exterior 4.1 1287.0 3.31 4253.5 Base Total: 1742.0 3444.4 As -Built Total: 1742.0 5123.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 1.Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 2.Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2766.0 0.64 1770.2 1. Under Attic 19.0 2766.0 0.87 X 1.00 2406.4 Base Total: 2766.0 1770.2 As -Built Total: 2766.0 2406.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 207.0(p) -1.9 -393.3 1. Slab -On -Grade Edge Insulation 0.0 207.0(p 2.50 517.5 Raised 0.0 0.00 0.0 Base Total: -393.3 As -Built Total: 207.0 517.5 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4,5 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 112 kaywood dr, sanford, fl, 32771- PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area `X WPM = Points 2766.0 -0.28 -774.5 2766.0 -0.28 -774.5 Winter Base Points: 8756.9 Winter As -Built Points: 11086.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) ,x F (sys 1: Electric Heat Pump 36000 btuh ,EFF(8.0) Ducts:Unc(S),Unc(R),Gar(AH),R6.0 11086.6 0.600 (1.078 x 1.160 x 0.95)0.427 1.000 3371.3 (sys 2: Electric Heat Pump 24000 btuh ,EFF(8.0) Ducts: Unc(S), Unc(R), Int(AH), R6.0 11086.6 0.400 (1.078 x 1.160 x 0.87)0.427 1.000 2067.7 8756.9 0.5540 4851.3 11086.6 1.00 1.162 0.427 1.000 5496.2 EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 FORM 600A-2004R EnergyGauge® 4.5 WATER HEATING CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 112 kaywood dr, sanford, fl, 32771- 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 2460.00 7380.0 40.0 0.93 3 1.00 2433.55 1.00 7300.6 As -Built Total: 7300.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 17618 4851 7380 29850 14430 5496 7301 27227 y y00ZHE STg0� nrn Pd f COD Wj; EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCPB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 112 kaywood dr, sanford, fl, 32771- PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker electric or cutoff gas must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCPB v4.5 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.9 The higher the score, the more efficient the home. mahany, 112 kaywood dr, sanford, fl, 32771- 1. New construction or existing New _ 2. Single family or multi -family Single family 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 2766 ft2 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 265.3 ft2 _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 265.3 112 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 207.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Frame, Wood, Exterior R=11.0, 257.0 ftz _ b. Frame, Wood, Adjacent R=11.0, 198.0 ft2 c. Concrete, Int Insul, Exterior R=4.1, 1287.0 ft2 _ d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=19.0, 2766.0 ft2 _ b. N/A _ c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 200.0 ft b. Sup:: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 75.0 ft _ 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 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, H:F-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Co�an atres. /Builder Signature: r Date: b Address of New Home: 1 12-KA KWI.00 (2,City/FL Zip: SW4-vhV, )5G- Cap: 36.0 kBtu/hr _ SEER:15.00 _ Cap: 24.0 kBtu/hr SEER: 15.00 Cap: 36.0 kBtu/hr HSPF:8.00 _ Cap: 24.0 kBtu/hr _ HSPF: 8.00 Cap: 40.0 gallons EF: 0.93 _ yO�Z14ESr4,, 1�COD WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or,, 8.6 for a .CS EPADOE EnergyStarTudesignation), 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. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. > nergyGauge® (Version: FLRCA v4.5) Residential System Sizing Calculation Summary mahany Project Title: Code Only 112 kaywood dr shoemaker/mahany Professional Version sanford, fl 32771- Climate: Central 7/1 ./gnn7 Location for weather data: Sanford - User customized: Latitude(28) Altitude(55 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 46 r. Winter design temperature 38 F Summer design temperature 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 32 F Summer temperature difference 20 F Total heating load calculation 38734 Btuh Total cooling load calculation 44353 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 154.9 60000 Sensible (SHR = 0.75) 109.3 45000 Heat Pump + Auxiliary(10.OkW) 243.0 94130 Latent 468.7 15000 Total Electric Heat Pump) 135.3 60000 WINTER CALCULATIONS Winter Heating Load for 2766 sqft) Load component Load Window total 265 sqft 10782 Btuh Wall total 1742 sqft 7490 Btuh Door total 38 sqft 657 Btuh Ceiling total 2766 sqft 4339 Btuh Floor total 207 sqft 7816 Btuh Infiltration 91 cfm 3207 Btuh Duct loss 4442 Btuh Subtotal 38734 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 38734 Btuh DuMsr91 %1 InfiL(8' Doors(2%) Floors(20% SUMMER CALCULATIONS Jummer uoonng Loaa Tor z tou S Tt Load component Load Window total 265 sqft 19557 Btuh Wall total 1742 sqft 4961 Btuh Door total 38 sqft 636 Btuh Ceiling total 2766 sqft 6101 Btuh Floor total 0 Btuh Infiltration 46 cfm 1002 Btuh Internal gain 3320 Btuh Duct gain 5576 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 41153 Btuh Latent gain(ducts) 975 Btuh Latent gain(infiltration) 1425 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 800 Btuh Total latent gain 3200 Btuh TOTAL HEAT GAIN 44353 Btuh Ducts(159 Infil.(5%) Doors(1 %) walls(1 EnergyGauge® Version 8 PREPARED BN ✓? For Florida residences only DATE: —�, xaddEdwy EnergyGauge® FLRCPB v4.5 Ceilings(14%) Walls(19%) fows(28%) ilings(11 %) IMndows(44%) Florida Building Code Online Page 1 of 4 OFFICE ;ayu;,,w:... MWEL mwvew mmmam BCIS Home Log In Hot Topics Submit Surcharge j Stats &Facts !Publications FBC Staff j BCIS Site Map Links I Search . Product Approval %say USER: Public User i 1 " Pro-GUtI: Approval-Meau > Pro—d-LLct_or Ap_plicati0n-S-e_-ram. > Apatcati9n List > Application Detail FL # FL6107 2 y Application Type New Code Version 2004 0 Application Status Comments Approved s,l Archived „ ^, Product Manufacturer \v General Aluminum Com t Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 75006 (972) 242-5271 ext 207 ivan.paredes@gactx.com Authorized Signature Ivan Paredes ivan.paredes@gactx.com Technical Representative Ivan Paredes Address/Phone/Email 1001 W. Crosby RD. Carrollton, TX 75006 ivan.paredes@gactx.com Quality Assurance Representative Ted Scroback J I Address/Phone/Email 1001 W. Crosby RD �y Carrollton, TX 75056 ted.scroback@gactx.com Category �W indows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year (of Standard Year Standard) AAMA/NWWDA 101/I.S. 2-97 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtl nAmVYK7%... 8/20/2007 Florida Building Code Online Page 2 of 4 Date Submitted 03/16/2006 Date Validated 03/16/2006 Date Pending FBC Approval 03/17/2006 Date Approved 03/23/2006 Summary of Products FL #IlModel, Number or Name Description 6107.1 SH 1100/1900/1970 7FAluminurn SH(Fin Mull). 88"x72" DSB annealed. Limits of Use Certification Approved for use in HVHZ: No Approved for use outside HVHZ: Yes H-R40 Impact Resistant: No Head Design Pressure: +1140 /-DP-40 Installation Other: Agency Certificate FL6107 RO C CAC 5-CERTIFICATION SH 33883 8a._x 72._.(1100.-1900_-.1970_).Continuous and Sill.pdf Instructions FL6107 RO II_5-1100-1900-1970 SH MULL.pdf Verified By: Yoosef Lavi P.E. 42371 6107.2 SH Aluminum SH(Fin and Flange) 53"x72" DSB ]1100/1900/1970/1450/1550/1570 annealed. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +1140 /-DP-40 Other: Certification Agency Certificate FL61.07_R0_C_CAC_15._CERTIFICATION_SH. 36515 H-R40 53 x 72 (1100-1900-1970-1450- 1550-1570).pdf Installation Instructions FL6107 RO II 1.-11001900-197Q_SH,pdf FL6107 RO II 2-1100-1900-19070-SH FE'pdf FL6107 RO II 3-1450-1550-1570 SH.pdf FL6107 RO II 4-1450-1550-1570 SH FE.pdf Verified By: Yoosef Lavi P.E. 42371 6107.3 SH Aluminum SH (FIN and Flange) 44"x84" 3/16 1100/1900/1970/1450/1550/1570 Annealed. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +R40 /-DP-50 Other: Certification Agency Certificate FL6107 RO C CAC 2-CERTIFICATION ASTM SH 34201 H-R60 44x84 (1100-1900-1970- 1450-1550-1570).pdf Installation Instructions FL61.07_RO II_1.-11.0..0-__1900-1970.._SH.._pdf FL6107 RO II 2.-1100-1900-19070-SH FE.pdf FL6107 RO II 3-1450-1550-1570 SH.pdf FL6107 RO_II 4,_-1450-.1550.1570 SH_ FE pif Verified By: Yoosef Lavi P.E. 42371 Aluminum SH (Fin and Flange) 44"x84" 1/8 Tempered 6107.4 SH 1100/1900/1970/1450/1550/1570 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +R40 /-DP-60 Other: Certification Agency Certificate FL6107 RO C CAC 2-CERTIFICATION ASTM SH 34201 H-R60 44x84 (1100-1900-1970- 1450-1550-1570).pdf Installation Instructions FL6107 RO II 1-1100-1900-1970 SH.pdf FL6107 RO II 2.-1100-1900-19070-SH FE.pdf FL5l_Q7_RO_II_3...-1450.._1.550-1570.._SH...pd..f , FL6107 RO II 4.-1450-1550-1570 SH FE.pdf Verified By: Yoosef Lavi P.E. 42371 Aluminum SH(Fin and Flange) 53"x72" DSB Annealed Insulated 6107.5 SH 1550/1570/1900/1970 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL6107 RO C CAC 4-CERTIFICATION SH 36515 H-R40 53 x 72 (1900-1970-1550-15701_pdf Installation Instructions http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtl nAmVYK7%... 8/20/2007 Florida Building Code Online Page 3 of 4 Design Pressure: +1140 /-DP-45 FL6107 RO II 1.-1100-1900-1970 SH.pdf FL6107 RO II 2.-1100-1900-19070-SH FE.pdf Other: FL6107 RO II 3.-1450-1550-1570 SH.pdf FL6107 RO II_4.-_1450-1550-_l._570 SH FE.pdf Verified By: Yoosef Lavi P.E. 42371 6107.6 SH 1900/1970/1550/1570 Aluminum SH(Fin and Flange) 48"x72" DSB Annealed Insulated. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6107 RO C CAC 3-CERTIFICATION ASTM SH 37022 H-R50 48 x 72 (1900-1970--1550- Approved for use outside HVHZ: Yes 1570)_pdf Impact Resistant: No Design Pressure: +1140 /-DP-50 Installation Instructions Other: FL6107 RO II 1.-1100-1900-1970 SH.pdf FL6107 RO II 2.-1100-1900-19070-SH FE.pdf FL6107 RO II 3.-1450-1550-1570 SH.pdf FL6.107 RO_II 4....-_1450.-1550-_1.57.0.._SH FE.pdf Verified By: Yoosef Lavi P.E. 42371 6107.7 SH 5000/5300 Aluminum SH(Fin). 48"x96" DSB Annealed Insulated. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6107 RO C CAC 6-CERTIFICATION SH 32944 H-R20 48 x 96 (5000-5300) Unequal Sash 35.pdf Approved for use outside HVHZ: Yes FL6107 RO C CAC 7-CERTIFICATION SH 32949 Impact Resistant: No H=R_.20 48 x._96___(.50.00._5.3_.00.) Unegual.._Sash 41_pdf Design Pressure: +R20 /-DP-20 Other: Installation Instructions FL6107 RO II 6.-5000-5300 SH.pdf Verified By: Yoosef Lavi P.E. 42371 6107.8 SH 5000/5300 Aluminum SH(Fin) 44"x84" DSB Anealed Insulated. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6107 RO C CAC 8-CERTIFICATION SH 32943 _H-_R..40.44 x_84._(5000_5300.)_.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions Design Pressure: +R40 /-DP-40 FL6107 RO II 6.-5000-5300 SH.pdf Other: Verified By: Yoosef Lavi P.E. 42371 Aluminum SH(Fin) 52"x72" DSB Annealed 6107.9 300 T�� Insulated Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6107 RO C CAC 9-CERTIFICATION SH 32942 H=R40 52 x_7_2(.50005300.)_Equal Sash_35..Pdf Approved for use outside HVHZ: Yes Installation Instructions Impact Resistant: No Design Pressure: +R40 /-DP-40 FL6107 RO II 6.-5000-5300 SH.pdf Other: Verified By: Yoosef Lavi P.E. 42371 6107.10 SH 5000/5300 ----]IInsula un SH (Fin, Mull). 72"x72" SSB Annealed Insulated. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6107 RO C CAC 10-CERTIFICATION SH 33483 H=R40 72 x72._(_5...000-5300_)_Continuous. Approved for use outside HVHZ: Yes Head and Sill.pdf Impact Resistant: No Design Pressure: +R40 /-DP-40 Installation Instructions Other: FL6107 RO II 7.-5000-5300 SH MULL.pdf Verified By: Yoosef Lavi P.E. 42371 6107.11 SH 7000/7100 PVC SH(Fin) 48"x72" DSB Annealed Insulated. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6107 RO C CAC 11-CERTIFICATION SH 05- 30409.02 H-R30 48_X_72_.(7000_-7.1..00.-7040- Approved for use outside HVHZ: Yes Impact Resistant: No 7140)_pdf Design Pressure: +1130 /-DP-30 Installation Instructions Other: FL6107 RO II 8- 7000 SH.pdf Verified By: Yoosef Lavi P.E. 42371 JJPVC SH(Fin) 48"x72" DSB Annealed Insulated. 1116107.12 JISH 7000/7100 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt 1 nAmV YK7%... 8/20/2007 Florida Building Code Online Page 4 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL6107 RO C CAC 12-CERTIFICATION SH 05- 30366 03 H-R40 48 x 72 (7000-7100).pdf Installation Instructions Impact Resistant: No Design Pressure: +R40 /-DP-40 FL6107R0II 8 _7000_SH..pdf Other: 1 Verified By: Yoosef Lavi P.E. 42371 6107.13 SH 7000/7100 PVC SH(Fin, Twin) 72"x72" DSB Annealed Top and SSB Bott.(Insulated). Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6107 RO C CAC 13-CERTIFICATION SH 34976 H-R40 73 x 72 (7000-7100) 36 x 72 Approved for use outside HVHZ: Yes Single Windows Twined.pdf Impact Resistant: No Design Pressure: +R40 /-DP-40 Other: Installation Instructions FL6107 RO II 9-7000-SH MULL TWINED.pdf Verified By: Yoosef Lavi P.E. 42371 PVC SH(Fin, Mull) 72N72" DBS annealed Top and 6107.14 H 7000/7100 ::Ir SSB Bott.(Insualted) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL6107 RO C CAC 14-CERTIFICATION SH 32535 H-R40 72 x 72 (7000-7100) Continuous Approved for use outside HVHZ: Yes Head. and Sill.pdf Impact Resistant: No Design Pressure: +R40 /-DP-40 Other: Installation Instructions FL6107 RO II 10-7000 SH MULL CONT HEAD AND SILL.pdf Verified By: Yoosef Lavi P.E. 42371 Back Nexf DCA AdministratQ Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. apyriaht and Disclaimer Product Approval Accepts: VarlfilyR . seetlred VERIFY , http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt 1 nAmV YK7%... 8/20/2007 I ONE BY WOOD - :BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE & WOOD BUCK W_lmI —SHIM AS REQ'D (SEE NOTES) FTALLATION ANCHOR. CAUUC BETWEQ4 WDOD BUCK & MASONRY OPENING BY OTHERS Q 1 1/4' MIN. q LTIBEDMENT ONE BY WOOD BUCK BY OTHER BUCK WIDTH - EM�EDMEN FLANGE TYPE : . WINDOW FRAME SHIM. AS REQ'D. - JAMB - (SEE NOTES) q ����-7•-- v INSTALLATION . ANCHOR YS PERIMETER CAULX� a BY OTHERS CAULK BETWEEN WINDOW WIDTH MASONRY BUCK & MASONRY OPENING PERIMETER CAULK BY OTHERS BY OTHER / EXTERIOR CAULK WINDOW BETWEEN ANGE FRAME---� VRNDOV7 FLANGE WOOD BUCK SECTION 2 WINDOW WIN. EXTERIOR BUCK HOGHT FLANGE TYPE - 0 E OW FRAME — SILL J K 2 PERIMETER CAU / BY OTHER WINDOW HGT. COMPARATIVE'ANALYSIS &.TAPCON ANCHOR LOCATION CHART SSB ANNEALED S 16 ANNEALED CALL WINDOW GLASS DESIGN LASS DESIGN TAPCON ANCHOR LOCATION SIZE SIZE (INCHES)- PRESSURE . PRESSURE LOCATIONS CAPACITY iN PSF CAPACITY IN PSF 12 HT 19 1/8 x 20 -09 -99 -209. -209 AG F4K1 13 19 1/3 x 38 3/8 -77 - --77 -193 -193 .. AC R4H.1 14 10 1/8 x 50 8/8 -56 - -58 -184 . -164 AC F0.K1 �Q,NAI 14+4 . 14+5 19 1/8,x 64 5/0 19 1/S x 55 5/0 -53 '-52 --53 -02 -150 ,- -147 -150 -147 A.0 AC F4H,1 IS 19 1/0 x 63 -45 -45 -132 -132 A,C O.E,F,4KI 16 - 19 1/8 X 72 -40 -40 I . -118 -Ila AC D,E,F.O.HJ 17 19 1 84 - - -104 -104 - A.0 D,8,F,4H,1 - IR2 28 1/2 x 26 -87 -07 -136 - -139 AC F4HJ 1113 26 1/2 x 34 3/8 _w -56 -100 -100 AC FOJu - 1H4 26 1/2 x 50 6/6 -47 -47 -101 -101 AC " FAIN,1 1H4+4 28 1/2 x 54 5/8 _44 -44 -100 -16U AC F.G.H. JH4+8 26 1/2 x 65 S/% -•43 -43 -100 -100 AC F•G% 1115 25 1/2 x 63 -40 -40 -21 -91 -' AC F.4KI INS 2B 1/2 X 72 -40 -40 -79 -72 A0 FO.HJ JH7 20 1 .94 -88 _60 AC F.AKI '-12 30 1/2 x 25 -50 -89 -113 -113 AC F4HA .' 30x3 3D 1/9 x 38 3/8 -47 -47 -68 -88 AC - F4HJ 3014 So 1/2 x 50 S/6 -41 -41 -78 -78 A.0 P".1 30x4+4 30 1/2 x 34 8/a -40- -40 -n -77 AC - F.4H.1 30x4+5 -30 1/2 - x 55 6/8 -40 - -40 -76 -76 - AC F.".1 3m 30 1/9 X 63 -40. -40 . -76 -70 AC FG.HJ - 3m - 30 1/2 x 72 -40 -40 -71 -71 - AC F XKI.. _ - _ -59 AC F.G.H.t 22 37 X 26 -51 -51 -89 -59 AC F4H.1 23 37 X 38 3/6 -40 -40 -67 -87 AC FAIM 24 37 X 60 5/e -40 -40 -57 -57 AC - F4H,1 24+4 37 X 54 6/8 -40 -40 _55 -65 A.0 F.4KI 24+5 37 X 55 5/0 - -40 -40' - -68 -55 AC " F H.1 25 37 X 63 -40 -40 -53 -53 A.C. F4FU 26 37 X 72 -40 -40 -62 -52 A.0 F4HJ -52 -52 A.0 FA4HJ 4226 42 X 26 -49. -49 -40 -40 AC F.4HJ 4238 42 X 38 316 -40 -40 -40 -40 AC F.QHJ 4250 -42 X 50 6/8 -40 -40 -40 -40 AD 424+4 42 X 64 5/8 -40 -4a -40 -40 AC FQKI 424+5 42 X 65 5/13 -40 -40 -40 -40 AC FG,HJ 4283 42 X 03 -40 -40 -40 -.. --40 - AC F414.1 4272 42 X 72 -40 -40 -40 -40 AC F.%Kl 4254 42 X 54 -40 -40 -.413 -40 AC FItAH,i 4926 48 X 28 -46 -40 - AC F4H.1 4WIS 46 X 38 3/8 -40 -40 _ _ A.0 PAtLI 4850 48 X So 5/8 -40 -40 - - AC FAQF1,1 484+4 - 40 X 54 5A -40 -40 - _ _ AO F.4HJ - 4134+5 48 X 56 5/11 - -40 : _40 _ _ . A.0 • FG M -: 4853 48 X 63 -40 -40.. - - AC F4NJ 4872. 46 AC _ FQHJ 32 53 1/8 x 25 -45 -45 - - AG FIRW 33 53 1/8 x 35 6/8 -40 -40 - - AC FO.NJ 34 531/8 x 50 5/8 -40 -40 - AG - F,0.H,1 34+4 . 53 1/8 x 54 6/8 -40 -40 - - AC- R4K1 34+0 53 1/6 X 56 5/8 -40 -40 - - A,O F,4H,1 35 53 1/$ X 63 -40 -40 - - AC. F4K1 38 53 1 X 72 - -40 -40 AC F4HJ 1 17 QA. F G PRE CAST SILL .. .. BY OTHERS .. CAULK BETWEEN WINDOW FLANGE & PRE CAST SILL WITH VULKEM ' 'I' 118 ADHESIVE CAULK -� 1) THE ABOVE ARE POSRYE AND NEGATVE STRUCTURAL DESIGN LOADS FROM OONPARA7IVE ANALYSIS d HAVE NOT EIM CAPPED BY RESULTS OF WATER PEIMMANCE lESTIM MHERE THE WATEN RESISTANCE TEST REQUIREMENT OF 15% OF S ECr 1 I ON .1 I APPROVED EQUAL DEIGN LOADS APPLRM POSITIVE DESIGN LOADS MILL- ME LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF - 6.0 PSF ACHIEVED CH TEST. 2) INS ALt.ATM FLANGE FRAME WINDOW IN CONCRETE' DR MASONRY OPENING USE 3/10'. CIA. H I TAPCON ANCHOR OF SUFFICIENT LIN07H TO DE u6LT-T/4 EpL'FIi INTn.SUBsmATe'.. GENERAL NOTES:- - - ,� °°°°,5 E F`*L�'`aa+ - da ay � � roTAPCM T�s. . 4 IF EXACT DOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY USTFD 1) SHIM AS �•- "• /. `'a' .MN 91TH Ntxr LARGER ICE THE APPROPRIATE DEIGN PRESSURE REG'O. REQ'D. AT EACH INSTALLATIONANCHOR WTH LOAD BEARING SHIM, MAX. ' •FOR - 2) ALLOWABLE SHIM STACK TO BE 1/4" WINDOW FRAME MAIERIAL:AIUMWUM ALLOY 6063 .. CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMSS,SiLL MUST BE - - ti � Y ELEVATIONe.3 *'• 4 No. 42371 a _ YLA JOB04-0218l�- , YOOSEF LAVY' P.E. ''. . ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL - VIEWED FROM EXTERIORS 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT r .' a CONSULTING ENGINEER R . • Of� A6OaM1A IX MKS ?A89 410222 W^ U 75M MANUFACIERER'S RECOMMENDATION $ 70 W 95M FOREST LANE, SUITE d 108 5) CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE e i o •, STATE OF DALAS, TEXAS 75243 ASSBA13LY DRAWING 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13M GLASS CHART �r T F P 2s laaaalc.TS` •. < O R t0 T. (214)340-O049 A(214)MO-0097 SWES 1460/1DBG/1670, SINGLE KING WNDOW .. SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. - ` ,AR t aaTaT40 `~ _ IF - N/A'": - - - Naar 10 12/68/03 113 INSTALA110N 1450 2 X WOOD BY OTHERS CAULK BETWEEN FIN TYPE WINDOW & WINDOW FRAM G SHEATHING JAMB SHEATHING CAULK BETWEEN FIN BY OTHER f'c SHEATING _ 1-MIN. 1" MIN EMBEDMENT INSTALATION I 'EMBEDMENT f ANCHOR -- SHEATHING �. BY OTHERS ERIMETER ILK BY OTHER \ WINDWIDHT INSTACATION ANC}IOR EXTERIORPERIMETER CAULK FIN TIPE - BY OTHER WINDOW FRAME HEADER WINDOW i WDH. EXTERIOR µFI1N��T�YyPE . ' -. FRAME SILL IEFER CAULK-' THEIR INSTALATION ANCHOR SHEATHING , BY OTHER— 1. MIN. EMBEDMENT— SECTIONEMBEDIMENT— SECTION 1 WINDOW HEIGHT 2e O.C. WINDOW SHIM IF REO'D CAULK BETWEEN WINDOW FIN & SHEATING S� OSEF C ►►►► �..No. 42371i i STATE OF �!. f `'► r' ONAL -i , 7_ EQUALLY SPACE ANCHORS (TYP.) ELEVATION .VIEWED FROM EXTERIOR I 6" MAX.(TYP) COMPARATIVE ANALYSIS & TAPCON ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF IR 8 SCREW NUMBER OF .090 DIANAIL SIZE INCHES CAPACITY IN PSF REUD. IN FRAME REO'D. IN FRl� WIIDHT BGHTEXTERi R INTERIOR HEAD SILL 0 HEAD SILL 0 EA 16 x 30 109 109 2 2 2 2 2 3 16 x 40 83 83 2 2 3 .2 2 3 -. 16x50 83 63 2 2 3 ..2 2 3- 16 x 60 5o 50 2- 2 3 2 - .2 3 20 x 30 Be 88 2 2 2 2 2 3 20 x 40 73 73 2 2 3 2 2 4 20 x 50 59 :69 2 2 3 2 2 4 20 x 80 48 48 2 2 3 2 2 4 28 x 30 57 57 2- .2 2--2 2 2 28 x 40 52 52 - 2 2 3 2 2 3 28 x 50 48 46 2- 2 - 3 2 2 4 28 x 60 - 40 40 2 -- 2 3 '2 2 4 30 x 30 52 52 2- 2 2 2 2 2 30 x 40 49 49 2- 2 .3 2 2 3 36x50 43 43 2 2 3 -2 2 4 30 x 60 40 40 2 2. 3 2 2 4 38 x 30 41 41 3 3 2 2 2 2 38 x 40 - 40 40 3 2 3 3- 3 3 36 x 50. 40 40 3 3 - 3 - 3 3 - 4 38 x 60 1 40 1 40 3 1 3 3 -3. 3- 5 40 x 30 40 40 3 3 2 3 3 2 40 x 40 40 40 3 3 3 3 3- :.3 40 x 50 - 40 40 1 3 1 3 3 3 .3. 4 40 x 60 3 3' 3, 3 3 5. 53 x 72 40 40 3 ..... 3.... 4 4 4 7. GENERAL NOTES: 1) SHIM IF REQUIRED FOR LEVELING, 21 WNDOW FRAME MATERIAL: ALLOY 60153 3f CAULK BEHIND WINDOW FIN AT,HEAD-,SILL & JAMBS. 4) CAULK, FOR PERIMETERSEALAROUND EXTERIOR OF WINDOW FLANGE. 5),-GLASS THICKNESS MAY VARY PER THE REQUIREMENTS REQUIREMENTS OF ASTM E1300 CLASS CHART, SINGLE GLAZING IS SHOWN, INSULATINGGLASS IS ALSO QUALIFIED: 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15R OF DESIGN LOAD APPLIES, P05171W DESIGN.LOADS."LL BE LIMITED TO 40.0 PSF DUE TO WATER TESTPRESSUREOF 5.0 PSF -ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOW FRAME OPENING WHIT TWO BY WOOD STUDS USING .090 INCH. DIA. NAILS OR #B SCREW OF SUFFICIENT LENGTH TO PROVIDE MIN.1- EM.BEDME" INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART , USE ANCHOR QUANTITY USTED WITH NEXT LARGER SIZE. _ .. YLA JOB #0 —021A YOOSEF LAVY,. P.E, . CONSULTING ENGINEER : mpany exss; La . 8560 FOREST LANE, SUITE / 109 79243 DALV.$ TEXAS 1001 W. � U • Cwcl t^ TX MO P.O. On AIR12. Uki%-TX 753Si 11 t214)340-OM F:(214)3w-0007 ASSEMBLY DRAWING' SERIES t1W/1900/1970 SINGLE HUNG %NOOW. _ DRN. CHKD SDA6E 'AR IP N/A ALLOY .Te'VPER DATE. DIE NUN&TER 12/11/03 B INSTALATION 1100 WEAA E RIWAsirE R Buitdiivr, Patoducrs, INc. Office 407-324-2080 fax 407-324-0503 df LABEL DRAWING # OR TYPE USED WITH PRODUCT # 1 Legend of contents 2 GA 1 Installation 1450 Flange SH 1450/1550 3 GA 2 Installation 1450 Flange PW 1450 4 GA 3 instaiiaiton 1100 Fin SH 1100/1900/1970 5 GA 3/A lCont. Head And Sill Fin Mull 1900/1100/1970 1900/110011970 6 GA 4 Installation 1100 Fin PW 1100 7 GA 5 Installation 1450 PW Flange Designer PW 1450/1550/1570 8 GA 6 Installation 1100 PW Fin Designer PW 1100/190011970 9 GA 7 Installation 1480 Flange FIR 1480/1580/1590 10 GA 7/A Installation 1580/1590 Flange 3 Lite Slider 1580/1590 11 GA 8 Installation 1180 Fin HR 1180/1980/1990 12 GA 8/A Installation 1980 Fin 3 Lite Slider 1980/1990 13 GA 9 GEN 0024 Block Inst. SLIDING GLASS DOOR 420/430/440 14 GA 10 GEN 0028 Wood Inst. SLIDING GLASS DOOR 420/430/440 15 GA 10/A GEN 0027 2x in Block SLIDING GLASS DOOR 420/430/440 16 JGA11 IGEN0450 Fin Vert. Mull Clip 1448 17 IGA12 Mull Bar Load Chart 1x4 Fig. Hz. SH 1445 18 IGA 12 A Mull Bar Load Chart 1x4 Fin Vert. SH 1445 19 GA 13 Mull Bar Load Chart 1x4 Flg. Vert. SH 1445 20 GA 14 Mull Bar Load Chart 1x4 Flg. Vert. PW 1445 21 GA 14 A Mull Bar Load Chart 1 x4 Fin Vert. PW 1445 22 GA 15 Mull Clip 1x4 (>6') Fin Vert. Mull Clip 1445 23 GA 18 Mull Clip GEN 0453 Fin HZ Mull Clip 1447 24 GA 19 Mull Bar Load Chart 1x4 wilip Fin HZ SH 1447 25 GA 20 Mull Clip GEN 0457 Fin Vert. Mull Clip 1448 26 GA 21 Mull Bar Load Chart 1 x2.5 Fin Vert. SH 1448 27 1 GA 22 Mull Bar Load Chart 1x2.5 Fin Vert. PW 1448 28 IGA 23 Mull Bar Load Chart 1x2.5 Flg. Vert. SH 1442 29 GA 24 Mull Bar Load Chart 1x2.5 Flg. Vert. PW 1442 30 GA 25 Mull Clip GEN 0454 Flg. Veit. Mull Clip 1442 31 GA 26 Mull Clip GEN 0459 Fig. Vert. Sill Clip 1442 32 GA 28 Mull Clip GEN 0456 Fig. HZ Mull Clip 1445 33 GA 29 Mull Clip GEN 0452 (>6') Flg. Vert. Mull Clip 1445 34 1 GA 30 1 Installation FEB. HEB. Fig. SH 1450/1550/1570 FE+HE 1450/1550/1570 35 GA 31 lnstaUation FEB. HEB. FIN SH 1100/190011970 FE+HE 1100/1900/1970 z t/a a ,/d �, , eta j 13 ! I l I • t. }. 14401t540 Scr1" 14401f 540 Sertzc Flange/Vartleal 4442 Flseage/Vartleal1446 41crge windmy tt.oe m.0 lo( f lc nt eVir"Jcrw :.:ac ^ .; r tor verl:col 31-t)cturd QPOiiCt1l'4'r1% vrat cr.l S:r.jco.t7r(11 UJiA' iat of a:, Floru;e windows. or c(tl fic.�cc a-t(:owa. Adds 1/8- to Opa-i:ng. tcr, lz ;o :?ac^inu r ----� 1 7/3 a 1/a 53�/19405crtes 1 Ctrs/Horta"tai U47 h nrir�rr,�+ fa•v:ae,•c .:)p,";U!,o - ..iv7 �'i„I;Ina rT't: •.!P•G afr zc-R3 i- ruin opr.-,inyr ar 'o• ii--- *;1�d :ocu cppf'cat;c^ �. Ada4 • :/3" to 1prn;n�. ri - -r s+n ?$ r47L4 1 1ti 12 QJO )8 1 Y•Ta ,a3? ! 7%a w V.1'tftd 14 FAUYmrtleml m44a i � tta4a/i4�ar41R Seeszs i.,n- Mwlzantal rL Vertimei Tuba HUR Bracket 1448 ...... ._...__._—. 4 t/r s (!a , 7/4 11401190 and p44IIM Wra Vgrtloat Tube Mull grackot 1444 . — IEC7Y254D 5sster Rangam,�.aJrtmortat 1445 `HRBY$� YB�:fd1Gi �B.CyF`d � hem �4un•ir A::c: 1/F:+,. �perr,. y. Hn A;:,:; i i/d' :o CJperfpq. . Florida Building Code Online OFFICE Page 1 of 4 BCIS Home I Log In I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links I Search Product Approval 0 —0 USER: Public User Product_ i S Appli_c,�tion List > Application Detail Product Apprgv_aj Menu > rrAApplica n rch > Z FL # FL4904-RO 0 Application Type New Code Version 2004 Application Status Approved pq, C ♦ M Comments Archived Product Manufacturer Masonite International 7n Address/Phone/Email One North Dale Mabry Suite 950 0 Tampa, FL 33609 (615)441-4258 M sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Referenced Standard and Year (of Standard Year Standard) ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Section 2612 HVHZ PI http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgteluIwfINbbI Sc... 8/20/2007 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 08/02/2007 Summary of Products FL # Model, Number or Name IlDescription 4904.1 ::][Wood -edge Steel Side- 6'-8" Opaque I/S and O/S Single Door Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 4904 I Install 68 WE Glazed.pddf Impact Resistant: P.TI_.D_490.0_I_Install.._68.._WE_OPa.que.,_pdf Design Pressure: +/- Other: Evaluated for use in locations adhering PTID 4904 I Install 80 WE Glazed.pf PTID 4904 I Install 80 WE Opaque•pdf to the Florida Building Code including the High Verified By: Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'- 0" x 6'-8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO128-05 for additional information. 8'-0" Opaque I/S and O/S Single Door 4904.2 :][Wood -edge Steel Side- Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'- 0" x 8'-0" max nominal size. Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO129-05 for additional information. 6'-8" Opaque I/S and O/S Door w/ or w/o 4904.3 Steel Side- �:]Wood-edge Hinged Door Units Sidelites Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0" x 6'-8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtelulwHNbblSc... 8/20/2007 Florida Building Code Online Page 3 of 4 opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO128-05 for additional information. 4904.4 ::]Wood -edge Steel Side- 1r, -0" Opaque I/S Door w/ or w/o Sidelites Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0" x 8'-0" max nominal size. Max DP = + 45.0 / - 50.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA- FL0129-05 for additional information. 4904.5 Wood -edge Steel Side- �r'- 0" Opaque O/S w/ or w/o Sidelites Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0" x 8'-0" max nominal size. Max DP = + 50.0 / - 45.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA- FL0129-05 for additional information. 4904.E —][Wood-edge Steel Side- 6'-8" Glazed I/S and O/S Door w/ or w/o Hinged Door Units Sidelites Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0" x 6'-8" max nominal size. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO130-05 for additional information. 4904.7 :�]Wood-edge Steel Side- -0" Glazed I/S Door w/ or w/o Sidelites ir, Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: http: //www.floridabui lding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgteluIwl4Nbb1 Sc... 8/20/2007 Florida Building Code Online Page 4 of 4 Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0" x 8'-0" max nominal size. Max DP = +40.0 / - 45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. 4904.8 7[Wood-edge Steel Side- 8'-0" Glazed O/S Door w/ or w/o Sidelites Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'- 0" x 8'-0" max nominal size. Max DP = + 45.0 / - 40.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 Copyright a © 2000-2005 The State of Florida. All rights reserved. nd Disclaimer Product Approval Accepts: ,] ® ,eCheci: - Vari6lppry aAa�..a vert��rr http://www.floridabuilding.org/pr/pr app—dtl.aspx?param=wGEV XQwtDgteluIwHNbbl Sc... 8/20/2007 SIDE-HLJ'JGED VVOGD-EftG!E STEEL Doop UNIT t)R 4"J�'f � 6: -':LTES] 6'-S' GLAZED DOUBLE DOOj9',4PTH / M -rHOUT SfiDELI-TES I ViE—NER-AL U1,71ES EVALLATCO ;-OR ,;SE I LCCAILDV5 APHERNG TO THC aL;:! CAC; A,,,3 Wq'-R[ PR, SSJ317 RECL R[Uf-%-S k$ _11-f-RWNED Hy kj,:: 7. MiNjWjV rKS-;% Loll.), r-,;R [:L:;LO'f.*:S A'ID XH'.:? STROU:VF?-!3, WCIS Ny. cxcl--- Ur GN PKS51JRES USTtl)o 11"I -1 2 HVFIRIW,,[ -RCICUNE 5Yr71iu (SHL,--[7 'S) is kEu-,t;p[:D 3 POLY-JQCTW\-, CORZ FLAY. y-'�HCAD ih-lU 01 50 AND S%ID<E [cv-rl'JpEO i1ADLX 0--- 67 PER hSfLd EBL PLAS-::S 'Milt,., 04- WE !`Rkld= MAMA-' TM 9!SGN-Tt--V F?'-SLILT lz-L-- VrION TCY.P ASTV 01924 1 -,A 1, --� tt,121 tra f PSIM .0535 r1% -.N,- y A-Fm 63cy SIREIC-Tw ,-,Tw C53B I NrF LkWa�A VAL TE.45,-,- 5-FEjE;Tm &r,-R WCATHERNG 45.0 HOURS XD,!,'N ARC M17THOD I Lj L ,MCLE' pcn!? UVIT o"usX.DOOR u.,)l TABLE OF CIO'NrEWS AL� =AVV- k T.,S 119' .11V Mlv� ?r,;T"f .35.375" VAY PMEL WOM? ��Ilij �Ij -1 III_ II � i� I li l � I �-i 00.9 upi-IT IMC-L' DOr%R L :Tr 5?xL_�r F 0JO4 ATH S,rt VOT)j SIM Mr-1QtF iy/5n;Fi_r-pS .37-5' -wx. FWYE Yi D711 r N Too&! MrJBIF otn04 J)kllT 2 , /51U,-rffES 00 ct N, Q < Lo 0 C) 0 f ,J 6" SEE DETAIL 1 6" 3" 3. 'E" 3" —i /H ^T— 3" T f I I 3l ;EE DE .C" 3" — 6" '6 3" B IL _ A B 6" 6 6' 6" 3" � I I #8 x 2-1/2" #8 x 2-1/2" "I'" .#10 x 2" #8 x 2-1/2" #10 x 3/4" #10 x 1-3/4" #10 x 2" #10 x 3/4 #10 x 3/4" DETAIL "E" ASTRAGAL DETAIL "C ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL "D" 1.375 INSWING THRESHOLD 0.96z 1 T OUTSWING THRESHOLD MUM SEE DEL D" SEE DETAIL "C" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOW 995 OR EOUPL-,-- f p6 X 1-1/2' PHS DOW OR EOUAL FXTFRQR INTERIOR TYPICAL GLAZING DETAIL c O N U doo ZN O 1= W U cz <Z W z CL �00 O O ¢ 2 � U V 7/ 7 1 /05 : N. T. S.BY: SWSBY: _0131-OS Ov 3 SEE DETAIL SEE DETAI "C" SHT. 0 V V r J D a W SEE DETAIL D" SHT. 2 J U 6"4 r c 1�3"6" c I I 3! l II s^ s" II I � 3" 3" O V — — Vf r J 0 W B B v B 3" 3" _ 6" S. 6„ —'I / I--�1 I 3.. 6„" I - I 3" �l I� 6 3�1 �1 I� 6" 3� 3" t Jj SEE DEfAII 1 I� '1 F" SHT.. 2 TT AI A ACHMENT DET L 1. ANCHOR ANALYSIS FOR. LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50"— SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN i — 0.25" LOCATION. SHIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL —� ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. MAKUWAKt JGHtUULt 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 1a. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES k6mi nlo189m Cathxtionlb.: � D*Redes<e� f o SCALE: N.T.S. DWG. BY: SWS CHK. BY:. DRAWING NO..:. DWG-MA-FLO131-05 sHEF 3 of 3 Florida Building Code Online OFFICE Page 1 of 4 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Ro$ offing Mod fied-Bitumen Roof System Certification Mark or Listing Miami -Dade BCCO - CER Standard Year ASTM D 2178 1997 ASTM D 4601 1998 ASTM D 4897 2001 ASTM D 6163 2001 ASTM D 6164 2000 ASTM D2626 1997 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvNCLfA4%2b0... 8/20/2007 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 06/09/2005 09/20/2005 09/29/2005 10/11/2005 Summary of Products FL # Model, Number or Name Description 735.1 Avvaflex A polyester reinforced SBS modified bitumen membrane surfaced with granules. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 735_R1_I do mod over concrete.,.pdf Impact Resistant: PTID 735 R1 I do mod over gypsumpdf PTID 735 R1 I do mod over lightweight.pdf Design Pressure: +/- PTID 735 R1 I do mod over recover.pdf Other: Acceptable for use on low slope roofs. PTIDi735 R1_I_dc_mod over steel.p_d..f PTID 735 R1 I do mod over tectum.pdf PTID 735 R1 I do mod over wood.pdf Verified By: 735.2 FR �A polyester reinforced SBS modified bitumen ��� membrane surfaced with granules. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. A polyester reinforced SBS modified bitumen 735.3 70 ff�l :I membrane surfaced with granules. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. A polyester reinforced SBS modified bitumen A 735.4 Awaplan 170 FR surfaced with granules. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. A polyester reinforced SBS modified bitumen 735.5 Heat Welding �]Awaplan membrane surfaced with graunles. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. A polyester reinforced SBS modified bitumen 735.6 Awaplan Premium membrane surfaced with granules. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: 0 http://www.floridabuilding.org/pr/`pr app dtl.aspx?param=wGEVXQwtDgvNCLfA4%2b0... 8/20/2007 Florida Building Code Online Page 3 of 4 Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.7 7,Awaplan Premium FR Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.8 Awaplan Versa -Smooth Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.9 Awaplan Versaflex Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Certification Agency Certificate Installation Instructions Verified By: A polyester reinforced SBS modified bitumen membrane. Certification Agency Certificate Installation Instructions Verified By: \ polyester reinforced SBS modified bitumen nembrane. :ertification Agency Certificate :nstallation Instructions Verified By: 735.10 :� t�� Asphalt impregnated and coated glass fiber base [sheet. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.11 l (Glass=Base Limits of Use (SeeOther) Approved for use in HVHZ Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.12 Tam -Glass Premium Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.13 Tam -Ply IV Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.14 Type 43 Coated Base Sheet Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: ksphalt impregnated and coated glass fiber ;heet. :ertification Agency Certificate :nstallation Instructions Verified By: ksphalt impregnated fiberglass felt. ertification Agency Certificate :nstallation Instructions Verified By: Asphalt impregnated fiberglass felt. Certification Agency Certificate Installation Instructions Verified By: ieavyweight organic base sheet. ertification Agency Certificate Installation Instructions Verified By: http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvNCLfA4%2b0... 8/20/2007 Florida Building Code Online Page 4 of 4 Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.15 7 n ff�� A fiberglass reinforced heavyweight venting base sheet. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.16 Versa Cap FR A fiberglass reinforced SBS modified bitumen membrane surfaced with granules. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. 735.17 7 e r�� A fiberglass reinforced SBS modified bitumen membrane. Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Acceptable for use on low slope roofs. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: = W EhecV, , Ya�161pn µ Secured VERIFY. http://www. floridabui lding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvNCLfA4%2bO... 8/20/2007 AWAPLAN 170 Polyester Reinforced PRODUCT DATA SBS Modified Roofing Membrane DESCRIPTION AWAPLAN 170 is reinforced with a 180 g/m2 nonwoven polyester mat saturated with asphalt and coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for protection from ultraviolet degradation. USES Roofing membrane in Series 200 Specifications and flashing membrane in select TAMKOO flashing details. Easily applied by mopping in hot asphalt or approved cold adhesive. ADVANTAGES • Exceptional performance characteristics over a broad temperature range • Excellent cold weather flexibility • High puncture and tear resistance ..Cold or hot process application • 12 year limited material warranty • High elongation • Minimal dead load weight • Superior nail pull -through characteristics CERTIFICATIONS U.L. Classified Membrane for Roofing Systems FM Approved" ASTM D 6164, Type I Dade County Approved SBCCI PST & ESI Listed I 'Refer to FMRC Approval Guide. I TYPICAL PHYSICAL PROPERTIES Tensile Strength MD = 147 LBF/IN (90 deg F & 0.08 in/min) CD = 92 LBF/IN Elongation (@0 deg F & 0.08 in/min) Strain Energy (@0 deg F & 0.08 in/min) Tear Strength MD = 48% CD=44% MD = 36 IN-LB/IN' CD = 20 IN-LB/IN2 MD = 137 LBS CD = 108 LBS Low Temp Flex MD = -15 deg F (PASS) CD = -15 deg F Tests were conducted using ASTM D 5147 test methods. PRODUCT DATA' Reinforcement 180 g/m2 Polyester Mat Asphalt Modifier SBS Roll Weight 94 Ibs (42.2kg) Roll Size 33'11" x 39-3/8" (10.3m x 1m) Product Thickness 145 mils Coverage 1 square 'All values stated as nominal CAUTION: The National Institute for Occupational Safety and Health (NIOSH) has concluded that fumes of heated asphalt are a potential occupational carcinogen. Apply heat to this product only when required for proper application and only in a well ventilated area. Avoid breathing the fumes, and avoid skin contact. Do not burn this product. Central District 220 West 4th Street, Joplin, Missouri 64801 800-641-4691 Northeast District 4500 Tamko Drive, Frederick, Maryland 21701 800-368-2055 Southeast District 2300 35th Street, Tuscaloosa, Alabama 35401 800-228-2656 Southwest District 7910 South Central Expressway, Dallas, Texas 75216 800-443-1834 Western District 5300 East 43rd Avenue, Denver, Colorado 80216 800-530-8868 www.tamko.com TAMKOe is a registered trademark of TAMKO Roofing Products, Inc. T Y �. 1"' 3 S 13 JP25472 7/05 997588 Egil, 9 PRODUCT DATA DESCRIPTION TAMKO GLASS -BASE® is a fiberglass base sheet constructed with a heavyweight TAMKOO fiberglass mat coated with weathering -grade asphalt. USES Base sheet in select TAMKO modified asphalt and fiberglass roofing systems, installed with mechanical fasteners or with hot asphalt. ADVANTAGES • Manufactured with ply lines for easy installation • Minimizes asphalt migration • Good interply adhesion between base ply and the membrane • Inorganic glass fiber resists rotting • Excellent strength for nail -holding ability • 5 year limited material warranty CERTIFICATIONS U.L. Classified Type G/2 Coated Cap or Base / Ply Sheet for Roofing Systems FM Approved` ASTM D 4601, Type 11 Dade County Approved 'Refer to FMRC Approval Guide. TYPICAL PHYSICAL PROPERTIES Tensile Strength MD = 63 LBF/IN (@77 deg F & 2 in/min) CD = 56 LBF/IN Pliability Pass (1/2 in. radius) PRODUCT DATA' Reinforcement 1.73 Ibs/100 sq ft - Fiberglass Roll Weight 71 lbs. (32.3kg) Roll Size 97'6" x 39-3/8"" (29.7m x 1 m) Coverage 3 squares) 'All values stated as nominal CAUTION: The National Institute for Occupational Safety and Health (NIOSH) has concluded that fumes of heated asphalt are a potential occupational carcinogen. Apply heat to this product only when required for proper application and only in a well ventilated area. Avoid breathing the futues, and avoid skin contact. Do not burn this product. Central District 220 West 4th Street, Joplin, Missouri 64801 800-641-4691 Northeast District 4500 Tamko Drive, Frederick, Maryland 21701 800-368-2055 Southeast District 2300 35th Street, Tuscaloosa, Alabama 35401 800-228-2656 Southwest District 7910 South Central Expressway, Dallas, Texas 75216 800-443-1834 Western District 5300 East 43rd Avenue, Denver, Colorado 80216 800-530-8868 www.tamko.com TAMK00 and TAMKO Glass -Base' are registered trademarks of TAMKO Roofing Products, Inc. ROOFING PRODUCTS JP25491 7103 997595 FROM (PRI)AIJG 70 7-007 21:53/ST. 27:52/No. 7524277473 P 4 5a5 OFINO PRODUCTS WV ' � 7 - M,- [VIA • �q,212 4'M34 AWAP�LAN#170. ' NAILABLE DECKS •O. TAMKO BASE SHEET NAILED 0 0 1kl�' WOOD DECK sry o 0 0 0 0 0 2 o � 5�- AWAPLAN 170 �A 2 10� 0 0 Ft 50 cm = 19-1L/1= 100 cm = 39-318 inches Material Requirements TAMKO TYPE 43 Coated Base Sheet, TAMKO GLASS -BASE® or BASE-N-PLY® Base Sheet 1 ply TAMKO AWAPLAN 170 (Granule Surfaced) 1 ply M' Mastic (Per 100 sq. ft.) Approx. 1-1/2 to 2-1/2 gal. Clinch -type nails for base sheet (per 100 sq ft.) Approx.100 nails Slope: Positive drainage up to 3 in. per linear ft, For slopes above 3/4 in. per linear ft., fastening of the AWAPLAN 170 is required. Deck: The deck should conform to TAMKO general require- ments. Adhesive: The adhesive must be TAM -PRO® M' Mastic. Base Ply: Starting at the low point of the roof, install 1 ply of TAMKO TYPE43 Coated Base Sheet, GLASS -BASE, orBASE- N-PLY, beginning with a 1/2 width, then a full width, side lapped 2 in. and end lapped 4 in. Apply at.a right angle to the slope of the roof. Nail GLASS -BASE orBASE-N-PLY sheets along the lap at intervals of no more than 8 in. Stagger -nail on 16 in. centers along 2 lines located 13 in. from each edge of the base sheet. Nail TYPE 43 Coated Base Sheet along the lap at intervals of no more than 9 in. Stagger -nail on 18 in. centers along 2lines located 12 in. from each edge of the base sheet. For specific fastening patterns for wind uplift listings, contact the Technical Services Depart- ment. AWAPLAN 170: Starting at the low point of the roof, install 1 layer of TAMKO AWAPLAN 170 granule surfaced sheet, side lapped 4 in. and end lapped 6 in. The field of the AWAPLAN 170 membrane should be solidly adhered to the base sheet with an application of M' Mastic at a rate not to exceed 1-1/2 to 2 gal. per sq. for squeegee application and 1-1/2 to 2-1/2 gal. per sq, for spray application. Side laps and end laps shall be heat welded together. Use care when applying heat as damage can occur to the product by overheating. Usibg a 3/16" serrated edge squeegee will achieve an application rate of 1-1/2 gal. per sq. For spray application, the M3 Mastic must be a minimum of 100°F at the spray tip. M' Mastic should not be heated above 180°F. Caution should be used when exposing M' Mastic to an open Dame. Flashing: The flashing material must be a TAMKO polyester reinforced modified asphalt flashing material. U.L.•Requirements: Contact TAMKO for information on U.L. systems requirements. CAUTION: The National Institute for Occupational Safety and Health (NIOSH) has concluded that fumes of heated asphalt are a potential occupational carcinogen. Apply heat to these products only when required for proper application and only in a well ventilated area. Avoid breathing the fumes, and avoid skin con- tact. Do not bum these products. For complete information on TAMKO's recommendations and requimments, consult TAMKO's web site at www.bmiko.com TAMKO Roofing Products, Inc., P. O. Box 1404, Joplin, MO 64802 - 1-900-641-4691 • www.twnko.com TAMKO*, TAI.1K0 Glass -Basco and Base-N-Ply" are registered trademarks o[TAMKO Roofing Products, Inc. JP44425B 9/01 FROM <FRI)AUG 10 2007 21:54/ST. 21:52/No. 752421141E P 0 AWAPLAN AWAPLAN PREMIUM FR is reinforced with a 250 em' nonwoven polyester mat saturated with asphalt and coated on both sides 15 Yr. PREMIUM FR with fire-resistant SBS-rubber-modified asphalt, and surfaced with ceramic granules for protection from ultraviolet degradation. AWAPLAN AWAPLAN PREMIUM was introduced in 1977 and was the first SBS-modified-asphalt polyester -based roll roofing manufactured in 15 Yr. PREMIUM the United States. AWAPLAN PREMIUM is reinforced with a 250 Wm° nonwoven polyester mat saturated with asphalt and coated on both sides with SBS-rubber-modified asphalt, and surfaced with ceramic granules for protection from ultraviolet degradation. AWAPLAN AWAPLAN HEAT WELDING is reinforced with a 250 g/m' nonwoven polyester mat saturated with asphalt and coated on both sides 15 Yr. HEAT with SBS-rubber-modified asphalt, and surfaced with ceramic granules for protection from ultraviolet degradation. WELDING AWAPLAN AWAPLAN 170 FR is reinforced with a 180 ggm-' nonwoven polyester mat saturated with asphalt and coated on both sides 12 Yr. 170 FR with fire-resistant SBS-rubber-modified asphalt, and surfaced with ceramic granules for protection from ultraviolet degradation. AWAPLAN 170 AWAPLAN 170 is reinforced with a 180 g/m= nonwoven polyester mat saturated with asphalt and coated on both sides with 12 Yr. SBS-rubber-modified asphalt, and surfaced with ceramic granules for protection from ultraviolet degradation. AWAPLAN AWAPLAN VERSA -SMOOTH is reinforced with a 180 g/m' nonwoven polyester mat saturated with asphalt and coated on 12 Yr. VERSA -SMOOTH both sides with SBS-rubber-modified asphalt. .. �,. �,.., .. &... .. .- .— r... ..... ..... .............r.....- -'-- _"- -- --- -- � ---- �---- Fire-resistant SBS-rubber-modified asphalt, and surfaced with ceramic granules for protection from ultraviolet degradation- AWAFLEX' AWAFLEX is reinforced with a 155 gym' nonwoven polyester mat saturated with asphalt and coated on both sides with 10 Yr. SBS-rubber-modified asphalt, and surfaced with ceramic granules for protection from ultraviolet degradation. AWAPLAN AWAPLAN VERSAFLEX is reinforced with a 180 g/m' nonwoven polyester mat saturated with asphalt and coated on both sides 10 Yr. VERSAFLEX with SBS-rubber-modified asphalt. VERSA -CAP FR* VERSA -CAP FR consists of a TAMKO fiberglass mat coated on both sides with fire-resistant SBS-rubber-modified asphalt, and surfaced 10 Yr. with ceramic granules for protection from ultraviolet degradation. VERSA -BASE' VERSA -BASE consists of a TAMKO fiberglass mat coated on both sides with SBS-rubber-modified asphalt. 5 Yr. t BASE-N-PLY' BASE-N-PLY consists of a TAMKO fiberglass mat coated on both sides with asphalt that has been lightly modified with SBS rubber. 5 Yr. TAM -GLASS TAbI-GLASS PREMIUM is a high-performance fiberglass ply sheet constructed with a TAMKO heavyweight fiberglass that coated 10 Yr. PREMIUM' with weathering -grade asphalt. it demonstrateS excellent isotropic tensile strength. System tensile strength is far greater than current NBS performance criteria - TAM -PLY IV" TAM -PLY IV is a high-performance fiberglass ply sheet constructed with a TAMKO fiberglass mat coated With weathering -grade 10 Yr. asphalt. It has product and system tensile strength exceeding current ASTM and NBS recommendations. GLASS -BASE GLASS -BASE is a fiberglass base sheet constructed with a heavyweight TAMKO fiberglass mat coated with weathering -grade asphalt. 5 Yr. VAPOR-CHAN' VAPOR-CHAN is a heavyweight venting base sheet constructed with a TAMKO fiberglass mat coated with weathering -grade asphalt. 5 Yr. The bottom surface is embedded with mineral granules and embossed with a brick/stone pattern. TAM -CAP" TAM -CAP is a mineral -surfaced fiberglass cap sheet constructed with a TAMKO fiberglass mat coated with weathering -grade - asphalt and surfaced with ceramic granules. TYPE 43 TYPE 43 Coated Base Sheet. is a premium -quality organic base sheet constructed with a heavyweight TAMKO organic felt mat - Coated Base Sheet that is saturated then coated with weathering -grade asphalt. It demonstrates high tensile strength and excellent resistance to tears and nail pull -through. ' Also see pages 18 and 19 for a list of Roofing System Limited Warranties. •' Where more than one method is given, consult the specific system specification desired or the Technical Services Department. Contact the Director of Technical Services for color options. t SBCCI PST and ESl Evaluation Report No. 95117 FROM (FRI)AUQ 10 2007 27:53/ST. 21:52/No. 7524271413 P S Roofing membrane. in Series lOOFR Specifications, [lashing membrane in all TAAIKO flashing details, and walkway 11 Hot asphalt, heat weld or approved 1 1 33' 11" 39-3/8" 101 lb. 1 square 1 U.L. Classified Membrane material to protect roof membranes. cold adhesive ASTM D 6164, Type ll Approved, SBCCIt Dade County Approved Roofing membrane in Series 100 Specifications, flashing membrane in all TAMKO flashing details, and walkway Hot asphalt, heat weld or approved 33' 11" 39-3/8" 101 lb. 1 square U.L. Classified Membrane material to protect roof membranes, cold adhesive ASTM D 6164. Type II FM Approved, SBCCIt Dade County Approved Roofing membrane in Series IOOHW Specifications, Dashing membrane in all TAMKO Dashing details. and walkway Hot asphalt, heat weld or approved 25' 5" 39-3/8" 94 lb. 3/4 square U.L. Classified Membrane material to protect roof membranes. cold adhesive ASTIA D 6164, Type 11 SBCCIt Roofing membrane in Series 200FR Specifications and Dashing membrane in select TAMKO Dashing details. Hot asphalt or approved cold 33' 11" 39-3/8" 96 lb. - 1 square U.L Classified Membrane adhesive ASTM D 6164, Type I FM Approved, 5BCCIt Dade County Approved Roofing membrane in Series 200 Specifications and Flashing membrane in select TAMKO flashing details. Hot asphalt, heat weld, approved 3311111 39-3/8" 96 1b. I square U.L Classified Membrane cold adhesive ASTM D 6164, Type I FM Approved, SBCCIt Dade County Approved Base ply in 2-ply modified systems, modified membrane in Specifications 243 and 244, and Dashing membrane in select Hot asphalt, heat weld, mechanically 33' 11" 39-318" 98 lb. 1 square U.L. Classified Membrane TAMKO flashing details with approved coating. fastened, approved ASTM D 6164, Type I SBCCIt cold adhesive Approved Dade Count]Ad Roofing membrane in Series IODOFR Specifications and flashing membrane in select TAMKO Dashing derails. Hot asphalt or approved cold adhesive 33' 39-3/8" 76 lb. 1 square U-lassified Membrane FMproved Daounty Approved Roofing membrane in Series 1000 Specifications and Dashing membrane in select TAMKO Dashing details. Hot asphalt or approved cold 33' 39-3/8" 76 lb. 1 square U.lassified Membrane adhesive FMproved Base ply in select 2-ply modified systems, modified membrane in Series 1300 Specifications. Hot asphalt or 33' 11' 39-3/8' 76 lb. 1 square U.lassified Membrane approved cold {111.3 sq. ft.) ASD 6164. Type I adhesive FMproved Daounty Approved Roofing membrane in Series 700 Specifications. Hot asphalt only 33' 39-3/8" 85 lb. 1 square U.lassified Membrane FMproved, SBCCIt Daounty Approved Base ply in select Series 100, 200, and 700 Specifications asan alternate for TAMKO GLASS -BASE or TWE 43 Hot asphalt or mechanically fastened 48' 2" 39-38' 90 lb. 1-12 squares U.assifiedand Base Sheet in any TAMKO specification It also Basy SheetCoated ASD 6163, Type ]serves as a good vapor retarder when set In hot asphalt or layers of Insulation. t FMproved, SBCCItbetween Daounty ApprovedBase ply in select Series100, 200, and 700 Specifications and as an alternate forTAMKO GLASS -BASE or TYPE 43 Coated Hot asphalt or rechanically fastened 97'6" 39-3/8" 79 lb. 3 squares U.Llassified Base Sheet in any 7AMKO specification. Base/Ply Sheet ASTM D 4601, Type 11 Dade County Approved Basc ply or reinforcing ply sheet for select Series 100 and 200 Specifications, and reinforcing ply sheet in Series 300 Hot asphalt 161, 9" 39-3B" 48 lb. 5 squares U.L. Type G1 Specifications. ASTM D 2178, Type VI FM Approved Dade County Approved Base ply or reinforcing ply sheet for select Series 100 and 200 Specifications, and reinforcing ply sheet in Series 600 Hot asphalt 16119, 39-3/8" 37 lb. 5 squares U.L. Type GI 5pecifitations. ASTM D 2178, Type Iv FM Approved Dade County Approved Base sheet in select TAMKO modified asphalt and fiberglass roofing systems and as an alternate for TA.MKO TYPE 43 Hot asphalt or mechanically fastened 97' 6" 39-3/8" 71 lb. 3 squares U.L. Type G2 Coated Base Sheet in any TAWO specification. \� f o� G ASTI.I D 4601, Type 11 FM Approved aS Dade County Approved To relieve vapor pressure over lightweight insulating concrete or gypsum decks. It is also specified in AWAPLAN PREMIUM Hot asphalt or mechanically fastened 32' 11' 39-3/8" 86 lb. 1 square U-L. Type G2 and AWAPLAN 170 systems installed over existing roofing systems. ASTM D 4897, Type Il I M Approved Dade County Approved Mineral -surfaced cap sheet used in Specifications 244, 502, Hot asphalt 32' �11" 39-3/8" 75 lb. 1 square U.L. Type G3 507,512,602,607,and 612. ASTM D 3909 FM Approved Dade County Approved Nailed base ply in TAMKO built-up and AWAPLAN Hot asphalt or 72' 36" 83'lb. 2 squares U.L. Type 15 PREMIUM and ANVAPLAN 170 nailable specifications. mechanically fastened ASTM D 2626 It also serves as a good tiapor retarder when set in hot asphalt or between insulation layers. Dade County Approved P1 �FT]0FC1 30500 Job No: 318231 Building Bid No: Supply ENGINEERING COVER SHEET E a WOLSELLYcompany ... .m...... _. _.._. Project: "Mahany" Addition Model I Sold To: Shoemaker Construction Ship To: 112 Kaywood Drive Lot/Block/Sub: , , City/County: SANFORD , SEMINOLE Co E ............................... ......... ... ..._... _ ..... ......... Design Code Design Software Wind Speed [ FBC2004/TP12002 Mitek 20/20 6.500 120 mph ....... .... _.. _ . ....... ;Design Method: (Roof Load (Floor Load MWFRS/C-C Hybrid Wind ASCE 7-02 140 psf 155 psf ;'Engineer or Professional of Record: Donald G. Bolden - PO Box 530783, Debary FL 32753 PE#47524 This package includes 10 individual, dated Truss Design Drawing(s). Page 1 of 1 Dwg No ID Seq No IDate J.Dwg No ID Seq No iDate `,Dwg No ID JSeq No Date I Dwg No 11D Seq No Date W1 a1 46282 8/10/2007 1004 a4 46285 8/10/2007 0007 B2 146288 8/10/2007 `010 1d2 I46291 8/10/2007 002 a2 46283 8/10/2007 005 a5 46286 8/10/2007 008 133 146289 8/10/2007 8/10/2007 1003 a3 46284 8/10/2007 1006 B1 46287 8/10/2007 11009 dl 46290 PERMIT # _ 0 DATE: Z �� -- J The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by Stock Supply. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. Name Address and License number of Structural Engineer of record, if there is one for this building. Name: License #: Address: City: State: NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of the component for any particular building is the responsibility of the building designer, per ANSI/TPI- 199Sec.2 ESG, INC. 2221 LEE ROAD, SUITE 24 WINTER PARK, FL 32789 AUGUST 10, 2007 CA # 8886 J. LEE SMITH, PE # 36177 A i Job Truss Truss Type Oty Ply Shoemaker Const - Mahany Add/SML 318231 Al ROOF TRUSS 2 1 - Job Reference (optional) uuc.......... u.wuavcu ,4 cuw rviiicn iiiuwui iu. ru nuy iu �u.�c. is cwa aye I -2-0-0 8-8-0 17-4-0 2-0-0 8-8-0 8-8-0 Scale = 1:30.4 4x4 = 5 9-4-0 ti 17-4-0 Plate Offsets (X,Y): [2:0-3-14 0-1-8] [8:0-3-14 0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.00 1 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 70 Ib LUMBER 3) Truss designed for wind loads in the plane of the truss only. TOP CHORD 2 X 4 SYP No.2 For studs exposed to wind (normal to the face), see MiTek BOT CHORD 2 X 4 SYP No.2 "Standard Gable End Detail' OTHERS 2 X 4 SYP No.3 4) This truss requires plate inspection per the Tooth Count Method BRACING when this truss is chosen for quality assurance inspection. TOP CHORD 5) Gable requires continuous bottom chord bearing. Structural wood sheathing directly applied or 6-0-0 oc purlins. 6) Gable studs spaced at 2-0-0 oc. BOT CHORD 7) This truss has been designed for a 10.0 psf bottom chord live Rigid ceiling directly applied or 10-0-0 oc bracing. load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing REACTIONS (lb/size) plate capable of withstanding 54 lb uplift at joint 8, 218 lb uplift at 8 = 154/17-4-0 joint 2, 6 lb uplift at joint 11, 66 lb uplift at joint 12, 1051b uplift at 2 = 309117-4-0 joint 13, 241b uplift atjoint 10 and 180 lb uplift atjoint 9. 11 = 200/17-4-0 9) Warning: Additional permanent and stability bracing for truss 12 = 80/17-4-0 system (not part of this component design) is always required. 13 = 327/17-4-0 10) Segn:64815, Date:6/4/2007 10 = 48/174-0 9 = 389/17-4-0 LOAD CASE(S) Max Horz Standard 2 = 100(LC 4) Max Uplift 8 = -54(LC 7) 2 =-218(LC 6) 11 = -6(LC 6) 12 = -66(LC 4) 13 =-105(LC 6) 10 = -24(LC 5) 9 =-180(LC 7) Max Grav 8 = 154(LC 1) 2 = 309(LC 1) 11 = 200(LC 1) 12 = 88(LC 10) 13 = 327(LC 1) 10 = 54(LC 11) 9 = 389(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/36 2-3 = -54/43 3-4 = 40/138 4-5 =-22/182 5-6 =-19/181 6-7 = -44/145 7-8 = -49/43 BOT CHORD 2-13 = 0/72 12-13 = 0/72 11-12 = 0/72 10-11 = 0/72 9-10 = 0/72 8-9 = 0/72 WEBS ESG, INC. 5-11 =-143/94 4-12 =-72/115 3-=-28/s-,o = -5s/87 2221 LEE ROAD, SUITE 24 7-99 =-268/401 401 WINTER PARK, FL 32789 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. AUGUST 10, 2007 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end CA # 8886 zone and C-C Comer(3) zone; Lumber DOL=1.33 plate grip J. LEE SMITH, PE # 36177 DOL=1.33. This truss is designed for C-C for members and forces, , and for MWFRS for reactions specified. Job Truss Truss Type Oty PlyIShoemaker Const - Mahany Add/SML 318231 A2 ROOF TRUSS 11 Reference (optional) Stock Building Supply-§Wf(?rd, Sanford, FL 32771, Rick Buencamino -2-0-0 5-0-10 2-0-0 5-0-10 9-4-0 8-8-0 3-7-6 44 = 4 3-7-6 8-8-0 5-0-10 Scale = 1:30.5 9-4-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.10 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.29 6-7 >705 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) OA5 6-7 >999 240 Weight: 72Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-3 oc bracing. REACTIONS (lb/size) 6 = 665/Mechanical 2 = 825/0-8-0 Max Horz 2 = 100(LC 4) Max Uplift 6 =-236(LC 7) 2 = -401(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/37 2-3 =-1415/1265 3-8 =-1107/959 4-8 =-1071/967 4-9 =-1045/971 5-9 =-1110/958 5-6 =-1481/1371 BOT CHORD 2-7 =-1085/1285 6-7 =-1208/1371 WEBS 3-7 =-320/424 4-7 =-282/492 5-7 =-409/558 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 236 Ito uplift at joint 6 and 401 lb uplift at joint 2. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) Segn:64816, Date:6/4/2007 ESG, INC. LoStandard 2221 LEE ROAD, SUITE 24 darddSE(S) WINTER PARK, FL 32789 AUGUST 10, 2007 CA # 8886 J. LEE SMITH, PE # 36177 Job Truss Truss Type Qty Ply Shoemaker Const - Mahany Add/SML 318231 A3 ROOF TRUSS 2 1 Job Reference (optional) vwun uunu,i iy uuMM�Y-Qc�i,ei u, uc,nu u� u uc„ iun uuciiuci, iii,u 2-0-0 5-0-10 3-7-6 4x4 = 4 3-7-6 II —1. .1 �' .1". I II 1.y 341J8 1 4-8-10 Scale = 1.30.3 9-4-0 9-4-0 8-8-0 17-0-0 8-8-0 8-4-0 LOADING(psf) SPACING 2-0-0 CS] DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.09 2-7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.24 6-7 >834 240 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Wind(LL) 0.08 6-7 >999 240 Weight: 71 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-12 oc bracing. REACTIONS (lb/size) 6 = 652/Mechanical 2 = 812/0-8-0 Max Horz 2 = 100(LC 4) Max Uplift 6 =-232(LC 7) 2 =-397(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = 0/37 2-3 =-1376/611 3-8 =-1066/453 4-8 =-1030/462 4-9 =-1003/466 5-9 =-1068/452 5-6 =-1386/662 BOT CHORD 2-7 =-500/1248 6-7 =-560/1272 WEBS 3-7 =-322/222 4-7 =-88/469 5-7 =-350/287 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category ll; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 6 and 397 lb uplift at joint 2. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) Segn:64817, Date:6/4/2007 ESG, INC. LOADCASE(S) Standard 2221 LEE ROAD, SUITE 24 WINTER PARK, FL 32789 AUGUST 10, 2007 CA # 8886 J. LEE SMITH, PE # 36177 Job Truss Truss Type Qty I Ply Shoemaker Const - Mahany Add/SML 318231 A4 ROOF TRUSS 2 1 Job Reference o tional Stock Building Supply*-Tb)rd, Sanford, FL 32771, Rick Buencamino -2-0-0 3-0-0 2-0-0 3-0-0 I 5-8-0 4x10 = 4 OAUU S U u I cVUO MI I — I11uu51lle5, Inc. Y❑ Aug IU IV: — I y LUU/9t"M I 5-8-0 3-0-0 Scale = 1'M3 9 9-4-0 9-4-0 3-0-0 8-8-0 14-4-0 17-4-0 3-0-0 5-8-0 5-8-0 3-0-0 3:0-3-12,0-4-81, f5:0-3-12,0-4-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) -0.13 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.34 8-9 >583 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.18 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.30 7 >656 240 Weight: 80 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 *Except* Wt 2 X 8 SYP No.1 D, W1 2 X 8 SYP No.1 D BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 3-10-3 oc bracing. REACTIONS (lb/size) 6 = 657/0-8-0 2 = 816/0-8-0 Max Horz 2 = 100(LC 4) Max Uplift 6 =-232(LC 7) 2 =-398(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2 = 0/37 2-3 =-1359/1155 3-12 =-1377/1178 4-12 =-1286/1192 4-13 =-1286/1191 5-13 =-1376/1177 5-6 =-1474/1356 BOT CHORD 2-11 =-1001/1212 9-10 =-2171/2628 8-9 =-2616/2881 6-7 =-1207/1329 WEBS 10-11 = -3/62 3-10 = 0/134 7-8 = -3/57 5-8 = 0/146 3-9 =-1348/1217 4-9 =-117/449 5-9 =-1601/1664 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 6 and 398 lb uplift ESG INC. at joint 2. e 6) Warning: Additional permanent and stability bracing for truss 2221 LEE ROAD, SUITE 24 system (not part of this component design) is always required. 7) Segn:64818, Date:6/4/2007 WINTER PARK, FL 32789 LOAD CASE(S) AUGUST 10, 2007 Standard CA # 8886 J. LEE SMITH, PE # 36177 i Job Truss Truss Type City Ply Shoemaker Const - Mahany Add/SML 318231 A5 ROOF TRUSS 7 1 Job Reference (optional) .�LOCR uuiiu,uy uyN,y-"lly u, .gar o u, r� uc� r i, r�iun ouc�woiiiii�u u.uw a Ucu 14 caw rvii ien uiuuauiea, ilia. rii rruy iu iu. ic.cu cu -4�ye i -2-0-0 3-0-0 8-8-0 14-4-0 17-0-0 2-0-0 3-0-0 5-8-0 5-8-0 2-8-0 Scale = 1:30.6 4x10 = 4 IoI 9-4-0 9-4-0 3-0-0 8-8-0 14-4-0 17-0-0 3-0-0 5-8-0 5-8-0 2-8-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) -0.12 7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.32 9-10 >622 240 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.18 6 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.28 7 >716 240 Weight: 79 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 *Except* W1 2 X 8 SYP No.1 D, W1 2 X 8 SYP No.1 D BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-4 oc bracing. REACTIONS (lb/size) 6 = 652/0-3-0 2 = 812/0-8-0 Max Horz 2 = 100(LC 4) Max Uplift 6 =-232(LC 7) 2 =-397(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOPCHORD 1-2 = 0/37 2-3 =-1348/1151 3-12 =-1358/1167 4-12 =-1267/1181 4-13 =-1267/1181 5-13 =-1358/1167 5-6 =-1414/1311 BOT CHORD 2-11 =-998/1202 9-10 =-2164/2607 8-9 =-2509/2741 6-7 =-1157/1264 WEBS 10-11 = -3/63 3-10 = 0/134 7-8 = -2/54 5-8 = 0/144 3-9 =-1346/1220 4-9 =-111/442 5-9 =-1489/1566 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 Ib uplift atjoint 6 and 397 lb uplift ESG, INC. at joint 2. 6) Warning: Additional permanent and stability bracing for truss 2221 LEE ROAD, SUITE 24 system (not part of this component design) is always required. 7) Segn:64819, Date:6/4/2007 WINTER PARK, FL 32789 LOAD CASE(S) AUGUST 10, 2007 Standard CA # 8886 J. LEE SMITH, PE # 36177 Job Truss Truss Type Qty Ply Shoemaker Shoemaker Const - Mahany Add/SML 318231 B1 ROOF TRUSS 1 2 Reference (optional) 9-4-0 4-4-4 4-4-4 u.�wave�,vcwu rvnien ,iiuuoui a, ". "".Y iu iu.ic.cu cuui9_ : 8-5-0 12-5-12 16-10-0 4-0-12 4-0-12 4-4-4 Scale = 1:26.9 4-0-12 0,75 F12 Us II 4 5x8 = 9-4-0 12-5-12 16-10-0 4-0-12 4-4-4 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL) -0.27 1-7 >737 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.67 1-7 >294 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2004(TP12002 (Matrix) Wind(LL) 0.37 1-7 >537 240 Weight: 211 lb LUMBER TOP CHORD 2 X 6 SYP No.1 D LOAD CASE(S) BOT CHORD 2 X 8 SYP 2400F 2.0E `Except" Standard B2 2 X 8 SYP No.1 D 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 WEBS 2 X 4 SYP No.3 "Except' Uniform Loads (plf) W5 2 X 4 SYP No.2 Vert: 1-4=-30, 1-5=-342(F=-333) BRACING TOP CHORD Structural woad sheathing directly applied or 4-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 5 = 3046/0-8-0 1 = 3046/1-2-5 Max Horz 1 = 38(LC 3) Max Uplift 5 =-1177(LC 3) 1 =-1174(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 =-12394/4766 2-8 =-7976/3070 3-8 =-7972/3071 3-4 =-899/346 4-5 =-226/107 BOT CHORD 1-7 = -4761/12309 6-7 = -4671/12053 5-6 =-2968/7671 WEBS 2-7 =-607/1737 2-6 =-4200/1646 3-6 =-856/2280 3-5 =-7003/2707 NOTES (8) 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2 X 6- 2 rows at 0-9-0 oc, 2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. ESG INC. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2221 LEE ROAD SUITE 24 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. WINTER PARK, FL 32789 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1177 lb uplift at joint 5 and 1174lb AUGUST 10, 2007 uplift at joint 1. 7) Warning: Additional permanent and stability bracing for truss CA # 8886 system (not part of this component design) is always required. 8) Segn:64820, Date:6/4/2007 J. LEE SMITH, PE # 36177 e E Job Truss Truss Type Oty Ply Shoemaker Const - Mahany Add/SML 318231 B2 ROOF TRUSS 1 2 Job Reference (optional) c5y4r1Cpuwuiy—ppty-aaniuiu,—ii o�i wn oueiweiiwiu 4-4-4 8-5-0 4-4-4 4-0-12 9-4-0 ' nuy - ,9-4 12-5-12 16-10-0 4-0-12 4-4-4 Scale = 1:25.9 0.75 12 C� 9-4-0 4-4-4 8-5-0 12-5-12 16-10-0 4-44 4-0-12 4-0-12 4-4-4 Plate Offsets (X,Y): [2:044,0-4-12] [3:0-3-8,0-2-0] [6:04-0,0-6-0] LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.26 1-7 >750 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.65 1-7 >300 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wmd(LL) 0.36 1-7 >547 240 Weight: 211 lb LUMBER TOP CHORD 2 X 6 SYP No.1 D LOAD CASE(S) BOT CHORD 2 X 8 SYP 2400F 2.OE *Except* Standard B2 2 X 8 SYP No.1 D 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 WEBS 2 X 4 SYP No.3 *Except* Uniform Loads (plf) W5 2 X 4 SYP No.2 Vert: 1-4=-30, 1-5=-336(F=-326) BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 5 = 299310-8-0 1 = 2993/1-2-5 Max Horz 1 = 38(LC 3) Max Uplift 5 =-1157(LC 3) 1 =-1154(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOPCHORD 1-2 =-12178/4682 2-8 =-7837/3016 3-8 =-7833/3017 3-4. _-884/340 4-5 =-223/106 BOT CHORD 1-7 =-4678/12094 6-7 = -4590/11843 5-6 =-2916/7537 WEBS 2-7 =-594/1703 2-0 _ -4127/1618 3-6 =-840/2238 3-5 =-6880/2659. NOTES (8) 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2 X 6- 2 rows at 0-9-0 oc, 2 X 4- 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. ESG INC. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2221 LEE ROAD, SUITE 24 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. WINTER PARK, FL 32789 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1157lb uplift at joint 5 and 1154 lb AUGUST 10, 2007 uplift at1. CA # 8886 7) blaminng:: Additional permanent and stability bracing for truss Warning: system (not part of this component design) is always required. J. LEE SMITH, PE # 36177 8) Segn:64821, Date:6/4/2007 e 4 Job Truss Truss Type Qty PlyA'ShakreConnt - Mahany Add/SML 318231 B3 ROOFTRUSS 1ce o tional J10CK nuioing auppiy-oanrorc, oanrom, ru V-4LO, MICK nuencamino 1-4-0 9-4-0 RM 0.75 F12 5-0-0 o.—s— iw cwo lull i arc n musmes, n IC. ni —y I iu.I —i—I rage i style=1:9.9 7 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.03 1 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 17 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 139/5-0-0 2 = 291/5-0-0 4 = 50/5-M Max Horz 2 = 21(LC 4) Max Uplift 3 = -97(LC 4) 2 =-174(LC 4) Max Grav 3 = 139(LC 1) 2 = 291(LC 1) 4 = 100(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = -2/0 2-3 = -20/9 BOT CHORD 2-4 = 0/0 NOTES (7) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Ecp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 3 and 174 lb uplift at joint 2. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 7) Segn:64822, Date:6/4/2007 LOAD CASE(S) Standard ESG, INC. 2221 LEE ROAD, SUITE 24 WINTER PARK, FL 32789 AUGUST 10, 2007 CA # 8886 J. LEE SMITH, PE # 36177 Job TrTruss Truss Type Oty Ply Shoemaker Const - Mahany Add/SML 318231 MONO TRUSS 3 1 Job Reference o tional -U- DUIIUIIIg_-4LVPIy-adnl Ulu, a 11UIU, rL ou (I, -- D—I—T lino a -v -1-4-0 1 7-0-11 1 9-1-5 11-2-0 1-4-0 7-0-11 2-0-11 2-0-11 9-4-0 9-4-0 o.ouu ueu l4 cuuo rvn i nn Inuwulea, w. III ..uy I�-Id.�c.c� cw' rayc 13-8-0 1 17-8-0 21-8-0 24-4-0 26-4-0 2-6-0 4-0-0 4-0-0 2-8-0 2-0-0 S-le = 1:45.0 7-0-11 9-1-5 1 11-0-0 13-8-0 17-8-0 7-0-11 2-0-11 1-10-11 2-8-0 4-0-0 1,00 F12 21-8-0 24-4-0 4-0-0 2-8-0 8-0-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Weft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TIC 0.46 Vert(LL) -0.03 2-21 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.09 2-21 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 24 n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Wind(LL) 0.13 2-21 >999 240 Weight: 134lb LUMBER 3) This truss requires plate inspection per the Tooth Count Method TOP CHORD 2 X 4 SYP No.2 when this truss is chosen for quality assurance inspection. BOT CHORD 2 X 4 SYP No.2 4) This truss has been designed for a 10.0 psf bottom chord live WEBS 2 X 4 SYP No.3 *Except* load nonconcurrent with any other live loads. W14 2 X 4 SYP No.2 5) Bearing at joint(s) 24 considers parallel to grain value using SLIDER ANSI/TPI 1 angle to grain formula. Building designer should verify Left 2 X 4 SYP No.2 5-0-0 capacity of bearing surface. BRACING 6) Provide mechanical connection (by others) of truss to bearing TOP CHORD plate capable of withstanding 369 lb uplift atjoint 2, 651 lb uplift at Structural wood sheathing directly applied or 6-0-0 oc purlins, except joint 19 and 311 lb uplift at joint 24. end verticals. 7) Warning: Additional permanent and stability bracing for truss BOT CHORD system (not part of this component design) is always required. Rigid ceiling directly applied or 5-10-15 oc bracing. 8) Segn:64824, Date:6/25/2007 REACTIONS (lb/size) LOAD CASE(S) 2 = 407/0-3-0 Standard 19 = 1186/0-4-0 24 = 567/0-8-0 Max Harz 2 = 119(LC 4) Max Uplift 2 =-369(LC 6) 19 =-651(LC 4) 24 =-311(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-2 = -16/0 2-3 =-568/836 3-4 =-128/366 4-25 =-756/985 5-25 =-754/987 5-0 _-310/62 6-7 =-758/149 7-8 =-758/169 8-9 =-364/94 9-10 = -11/0 11-24 =-567/311 11-23 =-539/328 9-23 =-537/325 BOT CHORD 2-26 =-940/533 22-26 =-940/533 21-22 =-940/533 20-21 =-940/533 19-20 =-368/50 18-19 =-975/673 17-18 = 0/0 15-16 =-46/336 14-15 =-108/364 12-13 = 0/0 11-12 = -11/29 WEBS 3-21 =-271/257 5-19 =-753/395 5-18 = -494/1051 16-18 =-499/277 6-16 = -461/285 12-14 = 0/55 8-14 =-320/172 14-23 = -80/80 7-15 =-249/187 4-20 = -456/398 4-19 =-693/808 3-20 =-996/1001 ESG INC. 6-15 =-461/815 8-15 =-128/414 f 9-14 =-201/550 2221 LEE ROAD, SUITE 24 NOTES (8) WINTER PARK, FL 32789 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end AUGUST 10, 2007 zone and C-C Comer(3) -1-4-0 to 4-0-13, Exterior(2) 4-0-13 to 26-4-0 zone; porch left exposed; Lumber DOL=1.33 plate grip CA # 8886 DOL=1.33. This truss is designed for C-C for members and forces, J. LEE SMITH, PE # 36177 and for MWFRS for reactions specified. 2) All plates are 3x4 MT20 unless otherwise indicated. Job Truss Truss Type Qty Ply Shoemaker Const - Mahany Add/SML 318231 D2 MONO TRUSS 6 1 Job Reference o bonal arocrc ow�u�n� u�piy-aanrurv, aaiuu�u, " —, "roan ouenuannnu a-+-v s 1-4-0 7-0-11 4-1-5 o.�w o ucu i4 cuvu rvn i cn n�uuau,ca, �u�. ru nay iu �.Q�cu caul rayc i 13-8-0 16-11-12 20-5-4 24-4-0 26 4-0 2-6-0 3-3-12 3-5-8 3-10-12 2-0-0 Swle = 1:44.5 9 9-4-0 9-4-0 8-0-0 7-0-11 11-0-0 1 13-8-0 16-11-12 20-5-4 24-4-0 7-0-11 3-11-5 2-8-0 3-3-12 3-5-8 3-10-12 Plate Offsets (X Y): f2:0-2-0 0-2-4] r5:0-3-0 0-3-0] r10:0-4-12 0-2-0] r18:0-2-00-1-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.04 2-16 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.12 2-16 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.49 HOrz(TL) 0.02 18 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.15 2-16 >906 240 Weight: 129 lb LUMBER 5) Bearing atjoint(s) 18 considers parallel to grain value using TOP CHORD 2 X 4 SYP No.2 ANSI/TPI 1 angle to grain formula. Building designer should verify BOT CHORD 2 X 4 SYP No.2 capacity of bearing surface. WEBS 2 X 4 SYP No.3 *Except` 6) Provide mechanical connection (by others) of truss to bearing W11 2 X 4 SYP No.2 plate capable of withstanding 351 lb uplift at joint 2, 675lb uplift at SLIDER joint 15 and 312 lb uplift at joint 18. Left 2 X 4 SYP No.2 5-0-0 7) Warning: Additional permanent and stability bracing for truss BRACING system (not part of this component design) is always required. TOP CHORD 8) Segn:64825, Date:6/25/2007 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. LOAD CASE(S) BOT CHORD Standard Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2 = 410/0-3-0 15 = 1171 /0-4-0 18 = 560/0-8-0 Max Horz 2 = 119(LC 4) Max Uplift 2 =-351(LC 6) 15 = -075(LC 4) 18 =-312(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2 = -16/0 2-3 =-544/658 3-19 =-885/938 4-19 =-881/940 4-5 = -459/77 5-6 =-511172 6-7 =-447/86 7-8 = -75/27 8-9 = -11/0 10-18 =-560/312 8-10 =-259/241 BOTCHORD 2-20 =-764/509 17-20 =-764/509 16-17 =-764/509 15-16 =-764/509 14-15 =-928/800 13-14 =-928/800 12-13 =-491375 11-12 =-125/501 10-11 =-118/436 WEBS 3-16 =-275/246 4-15 =-738/411 4-13 =-467/978 5-13 =-445/307 3-15 =-1476/1606 6-12 =-173/203 7-11 = 0/159 5-12 =-405/602 6-11 = -87/15 7-10 =-524/187 NOTES (8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=6.Opsf; ESG INC.. BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) -1-4-0 to 4-0-13, Exterior(2) 4-0-13 to 2221 LEE ROAD, SUITE 24 26-4-0 zone; porch left exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, WINTER PARK, FL 32789 and for MWFRS for reactions specified. 2) All plates are 3x4 MT20 unless otherwise indicated. AUGUST 10, 2007 3) This truss requires plate inspection per the Tooth Count Method CA # 8886 when this truss is chosen for quality assurance inspection. 4) This truss has been designed for a 10.0 psf bottom chord live load J. LEE SMITH PE # 36177 nonconcurrent with any other live loads. AN NOTE: TH15 LAYOUT 5UPERGEPE5 EVERY PREVIOU5LY RELEASED TRU55 LAYOUTS FOR THIS PROdEGT (RELEASED 6/25/07) PLEASE P15GARP ANY LAYOUT THAT YOU HAVE PRIOR TO THE RELEASE OF THIS ONE. I Bu®mid® supoy 2443 W. Airport Blvd Ph. (407) 323-2100 Caninrrl FI ' P771 re., n1071 000_01)CO GENERAL NOTES DIMENSIONS ARE SHOWN IN F—I—S FORMAT (FEET-W7CS-SIXTEENTHS ) INTERIOR BEARING WALLS @ HEIGHTS NOTED DESIGN WIND LOAD IS 120 MPH WITH 10 PSF DEAD LOAD TRUSS SHALLHBE REISPONSIB EE�OR THEOREQUIRED REPAIR FOR TRUSS HANDLING INSTALLING & BRACING SEE ''HIB— 1 SUMMARY SHEET OF tHE TRUSS PLATE INSTITUTE (T.P.I.� BEAMS VALLEY SETS & CONVENTIONALLY FRAMED AREAS BY BUILDER UNLESS OTHERWISE NOTED BERRING HEIGHT SCHEDULE ...................... .........-.......................................................... Ri MIS SO W MS LMW IR TO fE t(W M Mi 9'4" BEARING ------ — --------------- -- -- — -- --' HANGER SCHEDULE _........_......................_..__..._.......... ......... _._................. -..-..._.; O HTU26HANGERS R'PRMD TRUSS ROM BY BUILDER PLLMB CUT OLERO& BOTTOM - 2A TO' = 2X4 12 4I •��N. N TRUSS END DETRIL JOB NU":"BER: 318231 CUSTOMER: Shoemaker Construction JOB NAME: Mahany Addition DRAWN BY : SL/ RB DATE: 5/4/ 07 PITCH: 4%12 0.'H.: 24'' Ri-ARIN(;- R'' I nAnwr- an acr