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1603 Peach Ave 13-569; STRUCTURE REPAIRSr77D_ 1)_= CITY OF SANFORD JAN b 3 2013 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 13 9 Documented Construction Value: $ Coyra v Job Address: i6b3 Mc* A Historic District: Yes No Parcel ID• .'Z5- ( V -30 - 513 -9160 Description of Work: S'TipltGtt.t Plan Review Contact Person: Ij (P', Phone: q8-7 - 65S- 6,14 9 Fax: ar i Zoning: Title: 1' M E-mail: IM. Property Owner Information Name W dL1 r 61`11fso'i S'/_ ttS7R141agk Phone: kip % .300.36Street: t(,03 t-'` -6f ,, AVE Resident of property? City, State Zip:Ta1 1 Contractor Information Name li ZAVObA1eY LAU,SntA_QZkPhone: qo7 - Street: 6.5 gw/- N-9.9 Ctlg- Fax: q67- ij>_31- IfO30 City, State Zip: GOtmte , L 97SO State License No.: C6C_ 1 S09 si 7 Architect/ Engineer Information CC G 13aty.3a Name: Street: City, St, Zip: Bonding Company: Address: Building Permit p Square Footage: / No. of Dwelling Units: Phone: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Electrical New Service - No. of AMPS: Mechanical ( D uuct layout required for new systems) No. of Stories: i Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: uS' 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. 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 may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. i3 gn ture of caner/Agent Date rS r' rl narK Print Owner/Agent's Name r ite of Florida Date e " SONYA PALAZZOLO MY COMMISSION # EE160306 EXPIRES January 17, 2016 3 ao183 .00m Owner/Agent is Personally Known to Me or Produced ID )5 Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Si on Ag nt Date mint Contractor/Agent's Name UTILITIES: FIRE: i-a t ) of Notary-Sta e of I n YP DaARAH TRY MY COMMISSION # DD978064 EXPIRES June 08, 2014 1407)39"l53 Florida Notary5ervice.com Contractor/Agent is XPersonally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 CITY OF SANFORD 0 8 BUILDING & FIRE PREVENTION PERMIT APPLICATION n Application No: Documented Construction Value: Job Address":- 1 13 CA9 Historic District: Yes No Parcel ID: .3-5- 1 ci -,_-:41V Zoning: Description of Work: Plan Review Contact Person: J (r_"' Title: 4Phone: qa-2.- 6c;4"? Fax: E-mail:1j, IM0j7_-WD Property Owner Information Name W 11i r-- tc-t _57-1 4.4pgrt Phone: Street: t6o3 Ave: Resident of property? City, State Zip: Contractor Information Name AAb" 74&.19eY tJ5L,_Mci`, (6.,Zr,,jC_P hone: q0-7- Street:')6_ 5 ku.'j-, pAiz.,4 Cjg- Fax: 540-7- City, State Zip: , -'Z, a State License No.: Architect/Engineer Information 6 C c 2 V Name: Phone: Street City, St, Zip: Bonding Company: Address Building Permit 0 Square Footage: ' I L4 No. of Dwelling Units: Electrical El New Service - No. of AMPS: Fax: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: No. of Stories: Plumbing 11 New Construction - No. of Fixtures: Mechanical 11 ( Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: iD Z L) L-,X-., AAr- CITY OF SANFORD 14 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No.: Documented Construction Value: Job Address 1 -3 #Re' Historic - District I Yes I- n' 'No11 Parcel ID: 3_5 -- i V -30 - 513 Description of Work: Plan Review Contact Person: 1j Phone: q07 - 61__1jZ5_ - 6 Fax: Zoning: Title: E-mail:.") 1 M i4c, Property Owner Information Name Wl'Ifir 6.ndhsoA a -) - kp 2Phone: Street: (&63 ,--Yvc-k AVr Resident of property? City, State Zip: )L -7 -7 Contractor Information Name Ayj b4rki lgt4.ri-, QS..;rjC_Phone Street: j6-5 9U.0j_i PAS 63lig- r Fax: City, State Zip: -3g 75o State License No.: Arch itect/Engineer Information CC c ( 3,> 411 3-0 Name- Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit 0 Square Footage: No. of Dwelling Units: Electrical D New Service - No. of AMPS: 94 5__ A19 jf6i6w e407 — e3 1 - 'qO -2 0 Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: — No. of Stories: Flood Zone: Mechanical 11 (Duct layout required for new systems) VU.- Al 111 1- 7- 13 Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm 0 No. of heads: U-S CITY OF SANFORD 3 2013 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I Documented Construction Value: $ Job Address: Parcel ID:.iS-- / L) -36 si 3 -- Description of Work: S'71 tGf[.t,$ Plan Review Contact Person: 1j (t--" Phone: qD7- 6..5S`Fax: ON' f Historic District: Yes No Zoning: Title: M E-mail:-,-1 IM uS Property Owner Information .s1'o M. Lt r Name ( f_pCM ,SP' f, Phone: Street: t (, 6=3 e—-ck AVLE Resident of property.: ( City, State Zip: x1r7 7 Contractor Information Name l fi i i R - Z06 JeY 9t t..7bA.1 QS,'C,Phone: _ Oo? -_ 94 5'- lFfO Street: c) 6-5 tAt r` AR-r— 0V9- Fax: e{O?~ e3t 1030 City, State Zip: cl-4maaJ v"b j Q , 7.50 State License No.: C6C Architect/ Engineer Information C C 3z) Name: Phone:----7 rw(-- - ----- - Street: Fax: City, St, Zip: a E-mail: It/p ,) -ram Bonding Company: Address: Building Permit Square Footage: 9U No. of Dwelling Units: Electrical New Service - No. of AMPS: lut- 9-k_ Ito- r', . Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: No. of Stories: Plumbing New Construction - No. of Fixtures: Mechanical 11 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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. 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 may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 4o4AAti /3 gn ture of caner/Agent Date S,e-r-(A STri nari Print Owner/Agent's Name ite of Florida Date SONYA PALAZZOLO MY COMMISSION # EE160308 EXPIRES January 17, 2016 407) 388-0183 • Owner/Agent is Personally Known to Me or Produced ID X— Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Si afL F-Con6ctorr Agent Date P_rint Contractor/Agent's Name UTILITIES: FIRE: of Notary -State of I n . Da ARAH TRY MY COMMISSION # DD978064 EXPIRES June 08. 2014 407)398-0153 FloridalloraryService.eom Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: b 1--I — o BUILDING: Rev 11.08 D CITY OF SANFORD i,,°r 0 BUILDING & FIRE PREVENTION a PERMIT APPLICATION Application No: - Documented Construction Value: $ Job Address: ( 0-3 i_-C44 He Historic District: Yes No El Parcel ID:.5 (9 _ 13 ,1 too 00__1'7 Zoning: Description of Work: Plan Review Contact Person: ( tiv`-se" Title: / Phone: qD7 66S- Fax: E-mail: J IMv Property Owner Information Name W i' lbr_ - 'S-Arf' t .--giAi'ir"gf. Phone: Street: 1663 Ave' Resident of property? City, State Zip: Contractor Information Name &bke2- L ZWGDfih rY (6.Z.3c.Phone: 1 Street:6S 9.'j_ r1Ai z -'4 c- "J—z— Fax: q07— (3( — zio-12© City, State Zip: e wi %t V'- l - \9 7.. 0 State License No.: C 6 C I -56 9 s 7 Architect/Engineer Information CC c i 3D `9 2-0 Name: Phone: Street: City, St, Zip: Bonding Company: Address Building Permit Square Footage: , 1 No. of Dwelling Units: / Electrical New Service — No. of AMPS: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: MAR .! .ARSE, `CLERK. -OF' CIRCUIT. KlilhvuCE t`E>lNN THIS INST ENT PRE AR Y: BK s7890 Pg 06141 Qpg) Name: Gt. P _ / CLERK'S # 2012131765 Address: Id ° RECORDED 11/01/2012 12139167 IM RECORD1114 FEES 10.00 NOTICE OF COMMENCEMENT RECORDED BY J Eckenroth(all) State of Florida County of Se In a Permit Number: ( 3-tGl Parcel ID Number: J — ` '51 ` 2-a!Q U ~ OC) ao 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. OF PROPERTY: (Legal description of the property and street address if available) OFIMPROVEMENT: OWNER INFORMATION. Name: fVl 1 e- lZi/I f scnl Address: - Fee Simple Title Holder (if other than owner) Name: Address: i!a O 3 ftq.C.GI , d a- 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: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided In Section 713.13(1Hb), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. GUI ll fE 6; Ownet's Signature Owners Printed Name Florida Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of r/a r j M Countyof St-tM/ ft I( The foregoing Instrument was acknowledged before me this day of by YV 1` -^ t lt "' \ Who is personally known to me Noma of person making stele ant sr as produced Identification type of identification produced: L. DQ.I VE-S L xt-L'NSc E. ;: KRIB'Pd GUiBERREZ MY COMMISSIOM 0 EE1g8S67 EXPIRES Mey 1.5. 2018 ptl 3li8-0183 FbftNolery$engpe rn N ary ignature Date: 1/0l POWER OF ATTORNEY 1 I hereby name and appoint v ris V Of to be my lawful attorney In fact to act for me and apply to the c(-"Y A Building Department for a 1 .1 permit For work to be performed at a location described as: Section 35 Township Range 3C) Lot 3 Block )OO Subdivision T" IJUy 4_,Ng- 5ffl' 7j L /4,3 Owner of Property and Address) and to sign my name and do all things necessary to this appointment. N " If VCDnJ Type or Printer ame oPfWster or Certified Contractor and Contractor's License Number or Certified Contractor The foregoing instrument was acknowledged before me this a day of of 201_) Who is personally known to me/who produced As identification and who did not take oath. State of Florida County of ICPublic, Orange out ,Flo rida SARAH TRY MY COMMISSION # DD978064 EXPIRES June 08. 2014 hoc n407)388- 0t53 FiondaNola r Service.com Seal 2/ 12/ 2008 KU STO M Disaster Recovery & Restoration Since 1968 h-[•'ris 265 Hunt Park Cove I Longwood, FL 3275( Office 407.965.1941 Fax 407.B31.4031 Emergency 866.679.069! www.kustom.0 AGREEMENT BETWEEN OWNER AND CONTRACTOR CONTRACTOR: Kustom US, Inc. ADDRESS: 265 Hunt Park Cove, Longwood, FL 32750 OWNER: Willie Gillison ADDRESS: 1603 Peach Ave Sanford, FL 32771 CONTRACT PRICE: $ 91,798.39 DATE: 10/29/12 ATTACHMENTS: Exhibit "A" Castle Rock Restoration estimate file# 2012-08-28-1747 1) WORK: Contractor shall furnish all labor, materials, tools, equipment, supervision, services and other things necessary to perform and complete the work outlined in approved scope of work and attached hereto as "Exhibit "A" Contractor to the satisfaction of Owner shall perform the work in a good and workmanlike manner, according to accepted practices in Florida, including, but not limited to, applicable building and zoning code requirements. 2) CONTRACT PRICE: Owner shall pay to Contractor the sum of $ 91,798.39 . The contract price shall not change, except by a Supplement submitted and approved by insurance company and/or a written Change Order signed and dated by Owner and Contractor. Breakdown of Contract Price is as follows: Rebuild Services of : $91,798.39 Any additional payments made by insurance company for code upgrades and/or approved supplements will automatically become a change order to contract and will be owed to Kustom US, Inc. 3) PAYMENT SCHEDULE: All approvals and consents by Owner shall not be unreasonably withheld or delayed. Further, all payments which Contractor is entitled to receive pursuant to this Contract shall be paid within 10 days of submission of Contractor's invoice. Contractor may, at its option, suspend all work in the event payment is not made in accordance with the terms hereof. Pay schedule shall be as follows: Is' Draw — Due prior to commencement of work, 1/3 Rebuild from Mortgage 30,599.47 2nd Draw — Due at 50% completion of work, 1 /3 Rebuild from Mortgage of $30,599.47 Final Payment — Due upon completion of all work, excluding punch list items 1 /3 Rebuild from Mortgage of $30,599.46 draws subject to change based on mortgage policies 4) PAYMENT OF LABOR, SERVICES AND MATERIAL: Contractor shall pay all amounts owing for labor, services and materials furnished in connection with the performance of this work relating to the scope and estimate of construction. Payments to subcontractors are on a paid as paid basis from proceeds of this Contract. 5) LABOR: Contractor agrees to provide good and sufficient supervisors, workmen, equipment, materials, and tools necessary for the performance of this Contract. 6) SUBCONTRACTORS: Contractor has the right to subcontract any part or all work herein agreed to be performed. 7) CLEANUP: Contractor will be responsible to clean up all debris as the work progresses and at conclusion of the work. Cleanup shall include the term "broom clean" as used in the construction industry. 8) CHANGES: Owner at any time may order additions to, without invalidating this contract. No changes shall be effective until issuance of a written Change Order signed and dated by Owner and Contractor. 9) WORKERS' COMPENSATION: Contractor will comply with all laws and regulations applicable to Workers' Compensation. 10) INSURANCE: S/., Page 2 of 5 1 0 (Owner initials) .,--Us,lnc.) Contractor will provide and maintain insurance against loss, damage and. claims Contractor's operations under this Contract. Liability insurance will be written for not less than the following limits of liability: $ 1,000,000.00 per incident or accident, 5,000.00 per person, and $ 500,000.00 for property damage. Upon demand of Owner, Contractor will furnish proof of insurance to Owner. 11) TAXES: Contractor shall pay, or cause to be paid, when due, all taxes, assessments and charges of every kind and nature, which are imposed, levied or assessed by any governmental authority with respect to the work, including, but not limited to, taxes for labor, materials and equipment utilized in connection therewith and all sales, use, personal property, excise and payroll taxes. 12) NOTICES: Any notice required under this Contract shall be in writing and delivered by first class mail to the parties at the following addresses: OWNER: Willie Gillison 1603 Peach Ave Sanford, FL 32771 CONTRACTOR: Kustom US, Inc. 265 Hunt Park Cove Longwood, Florida 32750 Any such notice shall be deemed effective upon actual receipt or two days after mailing, whichever occurs first. 13) PRE-EXISTING HAZARDS: Contractor shall have no liability for, and shall be indemnified and held harmless from and against, all claims, damages, liabilities and costs arising out of or relating to the presence, discovery, or failure to discover, remove address, remediate or cleanup environmental or biological hazards including, but not limited to, mold, fungus, hazardous waste, substances or materials, or asbestos. In the event of such discovery, the Owner will be notified of the presence of biological hazards. If no separate agreement is entered into between Contractor and the Owner as it relates to the remediation, Contractor's obligations hereunder are limited to the scope of work addressed by this Agreement. If the Owner directs Contractor to proceed with the work without biological hazard remediation, the work will progress as if nothing were discovered. The Owner will be furnished with a document setting forth that a biological hazard had been discovered, acknowledging receipt of the warning and requesting the Contractor to proceed without remediation. If remediation is requested by the Owner, the work will be the subject of a separate and second contract. 14) PRE-EXISTING DAMAGES: Page 3 of 5 S(Owner initials) 0 C, (Kustom US, Inc. W, Contractor shall have no liability for, and shall be indemnified and held harmless from and against, all claims, damages, liabilities and costs arising out of or relating to the presence, discovery, or failure to discover, pre-existing damages from termites and or insects and or other pests. In the event of such discovery, the Owner will be notified of the presence of the pre-existing condition and or damage. If no separate agreement is entered into between Contractor and the Owner as it relates to the necessary repair, Contractor's obligations hereunder are limited to the scope of work addressed by this Agreement. 15) WARNINGS: As required by law, Contractor has furnished the Owner with warnings as it relates to the construction lien law, and the contractor licensing recovery fund. 16) SUBSOIL: The subsoil condition is the responsibility of the Owner. If the subsoil has been tested for the purposes of this Agreement, Contractor shall be responsible for the condition of the subsoil to the extent of the test results. If unforeseen conditions are encountered, Owner shall be responsible for additional expenses incurred as a result of the discovery of the unforeseen condition. 17) BUILDERS RISK: Builders Risk and/or building owners insurance including any applicable co-insurance or deductibles, is the responsibility of the Owner and should be in force at time of commencement, until completion of project. The Owner is responsible for all losses which occur to the construction unless the loss is caused by some intentional act on the part of Kustom US, Inc., its agents, employees, subcontractors or suppliers who are working on the jobsite. 18) ATTORNEY'S FEES AND LAW: In the event of any litigation arising out of this contract or the performance thereof, the prevailing party shall have reasonable attorney's fees reimbursed to it. This contract and all acts governed hereunder shall be controlled by the law of Florida. Venue for any litigation arising under this contract is in Seminole County, Florida. S Page 4 of 5 l (Owner initials) &I (Kustom Us, Inc. ) IN WITNESS THEREOF, the parties have duly executed this Contract, as of the date set forth on Page 1 hereof. OWNER: BY::,Q)MU ii ) er ( S4ri Printed Name ee t- iJ BY: W lam" Printed Name If more than One Owner, Second Owner Must Sign Here) If Husband and Wife, Both Must Sign) DATE: CONTRACTOR: Kustom US, Inc. BY: dc I mwr Printed Name DATE: ko gotI2 Ownerinitials) ( Kustom US, Inc.) Page 5 of 5 Castle Rock Restoration 2172 platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 2012-08-28-1747 General Conditions DESCRIPTION QNTY REMOVE REPLACE TOTAL Dumpster load - Approx. 30 yards, 5-7 tons 2,00 EA 481.04 0.00 962.08 of debris Temporary toilet (per month) 3.00 MO 0.00 146.68 440.04 Temporary power usage (per month) 3.00 MO 0.00 146.89 440.67 R&R Temporary power - hookup 1.00 EA 50.25 284.20 334.45 Demolition Laborer - per hour 16.00 HR 0.00 42.90 686.40 This is the labor needed to remove the debris above and beyond the built in remove functions Job -site cargo/storage container - 20' long - 3.00 MO 0.00 89.20 267.60 per month Job -site cargo container - pick up/del. (each 2.00 EA 0.00 112.00 224.00 way) 16-40' Rewire - average residence - copper wiring 883.00 SF 0.00 3.08 2,719.64 R&R Ductwork system - hot or cold air - up 1.00 EA 321.75 2,453.62 2,775.37 to 900 SF home R&R Air handler - with A -coil - 2 ton 1.00 EA 58.50 1,360.78 1,419.28 Clean floor - Heavy 883.00 SF 0.00 0.46 406.18 This is for the scrub down of the concrete slab once all debris is removed. Engineering fees (Bid item) 1.00 EA 0.00 750.00 750.00 The lintle has been damaged by heat in the carport area. This as well as the other structural issues will need to be addressed by an engineer. I believe the fees will be more than this, but this gives a place holder for the reserves. Plumbing (Bid Item) 1.00 EA 0.00 500.00 500.00 The plumbing number is also a place holder for reserves. A plumbing contractor will need to firm up what the "rough in" damage is and provide a quote. Totals: General Conditions 11,925.71 Main Level 2012-08-28-1747 8/29/2012 Page:2 1 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 Kitchen 1 t 367.10 SF Walls 505.65 SF Walls & Ceiling 15.39 SY Flooring 48.42 LF Ceil. Perimeter Missing Wall 3' 5/16" X 8' Door 3' 11 3/8" X 0" Missing Wall 1' 1 13/16" X 8' Missing Wall - Goes to Floor 3' 7/16" X 6' 8" DESCRIPTION QNTY R&R Door lockset - exterior 1.00 EA R&R Exterior door - metal - insulated - flush 1.00 EA or panel style Paint door/window trim & jamb - 2 coats 2.00 EA per side) Paint door slab only - 2 coats (per side) 2.00 EA R&R 1/2" drywall - hung, taped, ready for 367.10 SF texture Texture drywall - machine 367.10 SF R&R 5/8" drywall - hung, taped, ready for 138.55 SF texture Acoustic ceiling (popcorn) texture 138.55 SF Seal/prime then paint the walls (2 coats) 367.10 SF Mask and prep for paint - tape only (per LF) 48.42 LF Clean stud wall 367.10 SF This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1 /4" 45.38 LF Paint baseboard - two coats 45.38 LF R&R Reflective multi -layer foil insulation - 91.77 SF R-7+ R&R Blown -in insulation - 12" depth - R30 138.55 SF R&R Cabinetry - lower (base) units 11.67 LF R&R Cabinetry - upper (wall) units 17.33 LF R&R Range - freestanding - electric 1.00 EA R&R Refrigerator - top freezer - 14 to 18 cf 1.00 EA R&R Sink - double 1.00 EA R&R Angle stop 2.00 EA 2012-08-28-1747 Height: 8' 138.55 SF Ceiling 138.55 SF Floor 45.38 LF Floor Perimeter Opens into HALLWAY Opens into LAUNDRY Opens into LIVING_ROOM Opens into LIVING_ROOM REMOVE REPLACE TOTAL 10.73 44.30 55.03 19.35 260.61 279.96 0.00 21.95 43.90 0.00 21.32 42.64 0.36 1.32 616.73 0.00 0.30 110.13 0.38 1.40 246.62 0.00 0.75 103.91 0.00 0.59 216.59 0.00 0.39 18.88 0.00 0.54 198.23 0.36 2.52 130.70 0.00 0.92 41.75 0.17 0.72 81.67 0.85 0.74 220.30 6.45 161.25 1,957.06 7.40 129.59 2,374.03 17.27 638.35 655.62 28.60 523.63 552.23 17.16 299.14 316.30 4.28 29.28 67.12 8/29/2012 Page:3 1 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Kitchen DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R P-trap assembly - ABS (plastic) 1.00 EA 6.72 53.43 60.15 R&R Plumbing fixture supply line 2.00 EA 4.28 16.34 41.24 R&R Countertop - flat laid plastic laminate 11.67 LF 3.70 38.71 494.93 R&R 4" backsplash for flat laid countertop 13.67 LF 0.77 7.81 117.29 R&R Sink faucet - Kitchen 1.00 EA 16.09 158.43 174.52 R&R Range hood 1.00 EA 10.80 176.09 186.89 R&R Vinyl tile 138.55 SF 0.98 2.89 536.19 R&R Ceiling fan & light 1.00 EA 16.19 288.17 304.36 R&R Light fixture 1.00 EA 7.16 60.44 67.60 R&R Shelving - 12" - in place 10.00 LF 0.33 8.41 87.40 Seal & paint wood shelving, 12"- 24" width 10.00 LF 0.00 2.82 28.20 Totals: Kitchen 10,428.17 Living Room 413.39 SF Walls 600.21 SF Walls & Ceiling 20.76 SY Flooring 54.20 LF Ceil. Perimeter Height: 8' 186.82 SF Ceiling 186.82 SF Floor 51.17 LF Floor Perimeter Missing Wall - Goes to Floor Missing Wall DESCRIPTION 3' 7/16" X 6' 8" V 1 13/16" X 8' QNTY Opens into KITCHEN Opens into KITCHEN REMOVE REPLACE TOTAL R&R Door lockset - exterior 1.00 EA 10.73 44.30 55.03 R&R Exterior door - metal - insulated - flush 1.00 EA 19.35 260.61 279.96 or panel style R&R Exterior door - Deluxe grade - wood 1.00 EA 19.35 400.00 419.35 w/detail - pre -hung Stain & finish door/window trim & jamb 2.00 EA 0.00 28.51 57.02 per side) Stain & finish door slab only (per side) 2.00 EA 0.00 36.11 72.22 R&R 1/2" drywall - hung, taped, ready for 413.39 SF 0.36 1.32 694.49 texture Texture drywall - machine 413.39 SF 0.00 0.30 124.02 2012-08-28-1747 8/29/2012 Page:4 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Living Room DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R 5/8" drywall - hung, taped, ready for 186.82 SF 0.38 1.40 332.54 texture Acoustic ceiling (popcorn) texture 186.82 SF 0.00 0.75 140.12 Seal/prime then paint the walls (2 coats) 413.39 SF 0.00 0.59 243.90 Mask and prep for paint - tape only (per LF) 54.20 LF 0.00 0.39 21.14 Clean stud wall 413.39 SF 0.00 0.54 223.23 This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 51.17 LF 0.36 2.52 147.37 Paint baseboard - two coats 51.17 LF 0.00 0.92 47.08 R&R Reflective multi -layer foil insulation - 310.04 SF 0.17 0.72 275.94 R-7+ R&R Blown -in insulation - 12" depth - R30 186.82 SF 0.85 0.74 297.05 R&R Vinyl tile 186.82 SF 0.98 2.89 722.99 R&R Ceiling fan without light 1.00 EA 16.19 204.88 221.07 Totals: Living Room 4,374.52 Laundry j 128.86 SF Walls 143.99 SF Walls & Ceiling 1 1.68 SY Flooring 16.11 LF Ceil. Perimeter Height: 8' 15.13 SF Ceiling 15.13 SF Floor 16.11 LF Floor Perimeter Door 3' 11 3/8" X 0" Opens into KITCHEN DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R 1/2" drywall - hung, taped, ready for texture Texture drywall - machine R&R 5/8" drywall - hung, taped, ready for texture Acoustic ceiling (popcorn) texture Seal/prime then paint the walls (2 coats) Mask and prep for paint - tape only (per LF) Clean stud wall 128.86 SF 0.36 1.32 216.49 128.86 SF 0.00 0.30 38.66 15.13 SF 0.38 1.40 26.93 15.13 SF 0.00 0.75 11.35 128.86 SF 0.00 0.59 76.03 16.11 LF 0.00 0.39 6.28 128.86 SF 0.00 0.54 69.58 2012-08-28-1747 8/29/2012 Page:5 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Laundry DESCRIPTION QNTY REMOVE REPLACE TOTAL This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 16.11 LF 0.36 2.52 46.40 Paint baseboard - two coats 16.11 LF 0.00 0.92 14.82 R&R Reflective multi -layer foil insulation - 64.43 SF 0.17 0.72 57.34 R-7+ R&R Blown -in insulation - 12" depth - R30 15.13 SF 0.85 0.74 24.06 R&R Vinyl tile 15.13 SF 0.98 2.89 58.56 R&R Light fixture 1.00 EA 7.16 60.44 67.60 Washer / Washing machine - Top -loading - 1.00 EA 0.00 346.18 346.18 Standard grade R&R Dryer - Electric - Standard grade 1.00 EA 17.27 443.19 460.46 R&R Bypass (sliding) door set - birch 1.00 EA 12.87 160.78 173.65 Paint bypass door set - slab only - 2 coats 2.00 EA 0.00 31.35 62.70 per side) Totals: Laundry 1,757.09 Door DESCRIPTION Bedroom 1 327.38 SF Walls 431.46 SF Walls & Ceiling 11.56 SY Flooring 40.92 LF Ceil. Perimeter Subroom: Closet (1) R&R 1/2" drywall - hung, taped, ready for texture Texture drywall - machine 2012-08-28-1747 116.88 SF Walls 127.44 SF Walls & Ceiling 1.17 SY Flooring 14.61 LF Ceil. Perimeter 4' 2 1/16" X 0" QNTY Height: 8' 104.08 SF Ceiling 104.08 SF Floor 40.92 LF Floor Perimeter Height: 8' 10.57 SF Ceiling 10.57 SF Floor 14.61 LF Floor Perimeter Opens into BEDROOM-1 REMOVE REPLACE TOTAL 444.25 SF 0.36 1.32 444.25 SF 0.00 0.30 8/29/2012 746.34 133.28 Page: 6 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Bedroom 1 DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R 5/8" drywall - hung, taped, ready for 114.65 SF 0.38 1.40 204.08 texture Acoustic ceiling (popcorn) texture 114.65 SF 0.00 0.75 85.99 Seal/prime then paint the walls (2 coats) 444.25 SF 0.00 0.59 262.11 Mask and prep for paint - tape only (per LF) 55.53 LF 0.00 0.39 21.66 Clean stud wall 444.25 SF 0.00 0.54 239.90 This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 55.53 LF 0.36 2.52 159.93 Paint baseboard - two coats 55.53 LF 0.00 0.92 51.09 R&R Reflective multi -layer foil insulation - 222.13 SF 0.17 0.72 197.69 R-7+ R&R Blown -in insulation - 12" depth - R30 114.65 SF 0.85 0.74 182.29 Paint door slab only - 2 coats (per side) 2.00 EA 0.00 21.32 42.64 Paint door/window trim & jamb - 2 coats 2.00 EA 0.00 21.95 43.90 per side) R&R Interior door unit 1.00 EA 16.09 161.98 178.07 Door knob - interior 1.00 EA 0.00 39.14 39.14 R&R Bypass (sliding) door set - birch 1.00 EA 12.87 160.78 173.65 Paint bypass door set - slab only - 2 coats 2.00 EA 0.00 31.35 62.70 per side) R&R Ceiling fan & light 1.00 EA 16.19 288.17 304.36 R&R Closet shelf and rod package 5.33 LF 3.22 19.41 120.62 R&R Carpet pad 114.65 SF 0.10 0.59 79.11 R&R Carpet 114.65 SF 0.23 3.04 374.91 Totals: Bedroom 1 3,703.46 Bedroom 2 342.46 SF Walls 456.91 SF Walls & Ceiling 12.72 SY Flooring 42.81 LF Ceil. Perimeter Height: 8' 114.45 SF Ceiling 114.45 SF Floor 42.81 LF Floor Perimeter 2012-08-28-1747 8/29/2012 Page: 7 l Castle Rock Restoration 1% 2172 Platinum Road, Ste. H Apopka, FI.32703 Phone: (407) 949-0045 Door DESCRIPTION CONTINUED - Bedroom 2 Subroom: Closet (1) T 117.23 SF Walls 127.84 SF Walls & Ceiling 1.18 SY Flooring 14.65 LF Ceil. Perimeter 4' 2 7/8" X 0" QNTY Height: 8' 10.61 SF Ceiling 10.61 SF Floor 14.65 LF Floor Perimeter Opens into BEDROOM-2 REMOVE REPLACE TOTAL R&R 1/2" drywall - hung, taped, ready for 459.69 SF 0.36 1.32 772.28 texture Texture drywall - machine 459.69 SF 0.00 0.30 137.91 R&R 5/8" drywall - hung, taped, ready for 125.06 SF 0.38 1.40 222.60 texture Acoustic ceiling (popcorn) texture 125.06 SF 0.00 0.75 93.80 Seal/prime then paint the walls (2 coats) 459.69 SF 0.00 0.59 271.22 Mask and prep for paint - tape only (per LF) 57.46 LF 0.00 0.39 22.41 Clean stud wall 459.69 SF 0.00 0.54 248.23 This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 57.46 LF 0.36 2.52 165.49 Paint baseboard - two coats 57.46 LF 0.00 0.92 52.86 R&R Reflective multi -layer foil insulation - 229.85 SF 0.17 0.72 204.56 R-7+ R&R Blown -in insulation - 12" depth - R30 125.06 SF 0.85 0.74 198.84 Paint door slab only - 2 coats (per side) 2.00 EA 0.00 21.32 42.64 Paint door/window trim & jamb - 2 coats 2.00 EA 0.00 21.95 43.90 per side) R&R Interior door unit 1.00 EA 16.09 161.98 178.07 Door knob - interior 1.00 EA 0.00 39.14 39.14 R&R Bypass (sliding) door set - birch 1.00 EA 12.87 160.78 173.65 Paint bypass door set - slab only - 2 coats 2.00 EA 0.00 31.35 62.70 per side) R&R Ceiling fan & light 1.00 EA 16.19 288.17 304.36 R&R Closet shelf and rod package 5.33 LF 3.22 19.41 120.62 R&R Carpet pad 125.06 SF 0.10 0.59 86.30 R&R Carpet 125.06 SF 0.23 3.04 408.94 Totals: Bedroom 2 3,850.52 2012-08-28-1747 8/29/2012 Page:8 l Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 Missing Wall DESCRIPTION Hallway Height: 8' 214.97 SF Walls 35.67 SF Ceiling 250.64 SF Walls & Ceiling 35.67 SF Floor 3.96 SY Flooring 26.87 LF Floor Perimeter 26.87 LF Ceil. Perimeter 3' 5/16" X 8' Opens into KITCHEN QNTY REMOVE REPLACE TOTAL R&R 1/2" drywall - hung, taped, ready for 214.97 SF 0.36 1.32 361.15 texture Texture drywall - machine 214.97 SF 0.00 0.30 64.49 R&R 5/8" drywall - hung, taped, ready for 35.67 SF 0.38 1.40 63.49 texture Acoustic ceiling (popcorn) texture 35.67 SF 0.00 0.75 26.75 Seal/prime then paint the walls (2 coats) 214.97 SF 0.00 0.59 126.83 Mask and prep for paint - tape only (per LF) 26.87 LF 0.00 0.39 10.48 Clean stud wall 214.97 SF 0.00 0.54 116.08 This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 26.87 LF 0.36 2.52 77.38 Paint baseboard - two coats 26.87 LF 0.00 0.92 24.72 R&R Blown -in insulation - 12" depth - R30 35.67 SF 0.85 0.74 56.72 R&R Carpet pad 35.67 SF 0.10 0.59 24.62 R&R Carpet 35.67 SF 0.23 3.04 116.64 R&R Light fixture 1.00 EA 7.16 60.44 67.60 R&R Thermostat 1.00 EA 4.77 92.90 97.67 R&R Door chime 1.00 EA 4.32 126.40 130.72 Totals: Hallway 1,365.34 Linen 57.44 SF Walls 60.66 SF Walls & Ceiling 0.36 SY Flooring 7.18 LF Ceil. Perimeter Height: 8' 3.22 SF Ceiling 3.22 SF Floor 7.18 LF Floor Perimeter 2012-08-28-1747 8/29/2012 Page:9 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Linen DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R 1/2" drywall - hung, taped, ready for 57.44 SF 0.36 1.32 96.50 texture Texture drywall - machine 57.44 SF 0.00 0.30 17.23 R&R 5/8" drywall - hung, taped, ready for 3.22 SF 0.38 1.40 5.73 texture Acoustic ceiling (popcorn) texture 3.22 SF 0.00 0.75 2.42 Seal/prime then paint the walls (2 coats) 57.44 SF 0.00 0.59 33.89 Mask and prep for paint - tape only (per LF) 7.18 LF 0.00 0.39 2.80 Clean stud wall 57.44 SF 0.00 0.54 31.02 This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 7.18 LF 0.36 2.52 20.67 Paint baseboard - two coats 7.18 LF 0.00 0.92 6.61 R&R Blown -in insulation - 12" depth - R30 3.22 SF 0.85 0.74 5.12 Paint door slab only - 2 coats (per side) 2.00 EA 0.00 21.32 42.64 Paint door/window trim & jamb - 2 coats 2.00 EA 0.00 21.95 43.90 per side) R&R Interior door unit 1.00 EA 16.09 161.98 178.07 Door knob - interior 1.00 EA 0.00 39.14 39.14 R&R Shelving - 12" - in place 10.00 LF 0.33 8.41 87.40 Seal & paint wood shelving, 12"- 24" width 10.00 LF 0.00 2.82 28.20 R&R Carpet pad 3.22 SF 0.10 0.59 2.22 R&R Carpet 3.22 SF 0.23 3.04 10.53 Totals: Linen 654.09 Hall Bath JC'li' 195.25 SF Walls 231.56 SF Walls & Ceiling 4.03 SY Flooring 24.41 LF Ceil. Perimeter Height: 8' 36.31 SF Ceiling 36.31 SF Floor 24.41 LF Floor Perimeter DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R 1/2" drywall - hung, taped, ready for 195.25 SF 0.36 1.32 328.02 texture 2012-08-28-1747 8/29/2012 Page:10 l Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Hall Bath DESCRIPTION QNTY REMOVE REPLACE TOTAL Texture drywall - machine 195.25 SF 0.00 0.30 58.58 R&R 5/8" drywall - hung, taped, ready for 36.31 SF 0.38 1.40 64.63 texture Acoustic ceiling (popcorn) texture 36.31 SF 0.00 0.75 27.23 Seal/prime then paint the walls (2 coats) 195.25 SF 0.00 0.59 115.20 Mask and prep for paint - tape only (per LF) 24.41 LF 0.00 0.39 9.52 Clean stud wall 195.25 SF 0.00 0.54 105.44 This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 24.41 LF 0.36 2.52 70.30 Paint baseboard - two coats 24.41 LF 0.00 0.92 22.46 R&R Reflective multi -layer foil insulation - 48.81 SF 0.17 0.72 43.44 R-7+ R&R Blown -in insulation - 12" depth - R30 36.31 SF 0.85 0.74 57.73 Paint door slab only - 2 coats (per side) 2.00 EA 0.00 21.32 42.64 Paint door/window trim & jamb - 2 coats 2.00 EA 0.00 21.95 43.90 per side) R&R Interior door unit 1.00 EA 16.09 161.98 178.07 Door knob - interior 1.00 EA 0.00 39.14 39.14 R&R Vinyl tile 36.31 SF 0.98 2.89 140.52 R&R Vanity 1.83 LF 6.45 134.83 258.54 R&R Countertop - flat laid plastic laminate 4.00 LF 3.70 38.71 169.64 R&R 4" backsplash for flat laid countertop 4.00 LF 0.77 7.81 34.32 R&R Sink - single 1.00 EA 16.09 219.91 236.00 R&R Sink faucet - Bathroom 1.00 EA 16.09 140.60 156.69 R&R Angle stop 3.00 EA 4.28 29.28 100.68 R&R P-trap assembly - ABS (plastic) 1.00 EA 6.72 53.43 60.15 R&R Plumbing fixture supply line 3.00 EA 4.28 16.34 61.86 R&R Toilet 1.00 EA 21.46 358.91 380.37 R&R Ceramic tile 20.00 SF 1.59 8.98 211.40 R&R Medicine cabinet 1.00 EA 15.46 160.54 176.00 R&R Bathtub - Standard grade 1.00 EA 64.36 627.55 691.91 R&R Waterproof panel shower surround 1.00 EA 37.85 407.37 445.22 w/trim - up to 98 SF R&R Tub/shower faucet - Standard grade 1.00 EA 21.46 231.48 252.94 R&R Shower curtain rod 1.00 EA 5.36 25.21 30.57 R&R Light fixture 1.00 EA 7.16 60.44 67.60 2012-08-28-1747 8/29/2012 Page: II Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 DESCRIPTION CONTINUED - Hall Bath QNTY REMOVE REPLACE TOTAL R&R Towel bar 1.00 EA 5.36 26.53 31.89 R&R Toilet paper holder 1.00 EA 4.28 23.80 28.08 R&R Soap dish - Wall mounted 1.00 EA 5.36 19.56 24.92 R&R Brush and cup holder 1.00 EA 5.36 19.88 25.24 Totals: Hall Bath 4,790.84 Master Bath I Door DESCRIPTION Height: 8' 147.70 SF Walls 21.06 SF Ceiling 168.76 SF Walls & Ceiling 21.06 SF Floor 2.34 SY Flooring 18.46 LF Floor Perimeter 18.46 LF Ceil. Perimeter 2' 7 15/16" X 0" Opens into MASTER BEDRO QNTY REMOVE REPLACE TOTAL R&R 1/2" drywall - hung, taped, ready for 147.70 SF texture Texture drywall - machine 147.70 SF R&R 5/8" drywall - hung, taped, ready for 21.06 SF texture Acoustic ceiling (popcorn) texture 21.06 SF Seal/prime then paint the walls (2 coats) 147.70 SF Mask and prep for paint - tape only (per LF) 18.46 LF Clean stud wall 147.70 SF This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 18.46 LF Paint baseboard - two coats 18.46 LF R&R Reflective multi -layer foil insulation - 36.92 SF R-7+ R&R Blown -in insulation - 12" depth - R30 21.06 SF Paint door slab only - 2 coats (per side) 2.00 EA Paint door/window trim & jamb - 2 coats 2.00 EA per side) R&R Interior door unit 1.00 EA 0.36 1.32 248.13 0.00 0.30 44.31 0.38 1.40 37.48 0.00 0.75 15.80 0.00 0.59 87.14 0.00 0.39 7.20 0.00 0.54 79.76 0.36 2.52 53.17 0.00 0.92 16.98 0.17 0.72 32.86 0.85 0.74 33.48 0.00 21.32 42.64 0.00 21.95 43.90 16.09 161.98 178.07 2012-08-28-1747 8/29/2012 Page:12 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Master Bath DESCRIPTION QNTY REMOVE REPLACE TOTAL Door knob - interior 1.00 EA 0.00 39.14 39.14 R&R Vinyl tile 21.06 SF 0.98 2.89 81.50 R&R Vanity 2.50 LF 6.45 134.83 353.21 R&R Countertop - flat laid plastic laminate 5.00 LF 3.70 38.71 212.05 R&R 4" backsplash for flat laid countertop 4.50 LF 0.77 7.81 38.62 R&R Sink - single 1.00 EA 16.09 219.91 236.00 R&R Sink faucet - Bathroom 1.00 EA 16.09 140.60 156.69 R&R Angle stop 3.00 EA 4.28 29.28 100.68 R&R P-trap assembly - ABS (plastic) 1.00 EA 6.72 53.43 60.15 R&R Plumbing fixture supply line 3.00 EA 4.28 16.34 61.86 R&R Toilet 1.00 EA 21.46 358.91 380.37 R&R Ceramic tile 20.00 SF 1.59 8.98 211.40 R&R Medicine cabinet 1.00 EA 15.46 160.54 176.00 R&R Light fixture 1.00 EA 7.16 60.44 67.60 R&R Towel bar 1.00 EA 5.36 26.53 31.89 R&R Toilet paper holder 1.00 EA 4.28 23.80 28.08 R&R Soap dish - Wall mounted 1.00 EA 5.36 19.56 24.92 R&R Brush and cup holder 1.00 EA 5.36 19.88 25.24 Totals: Master Bath 3,206.32 Master Closet Height: 8' 167.60 SF Walls 23.14 SF Ceiling 23.14 Floori190.74 SF Walls & Ceiling SF 2.57 SY Flooring 20.95 LF Floor Perimeter 20.95 LF Ceil. Perimeter Door 5' 9/16" X 0" Opens into MASTER BEDRO DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R 1/2" drywall - hung, taped, ready for 167.60 SF 0.36 1.32 281.57 texture. Texture drywall - machine 167.60 SF 0.00 0.30 50.28 R&R 5/8" drywall - hung, taped, ready for 23.14 SF 0.38 1.40 41.19 texture 2012-08-28-1747 8/29/2012 Page:13 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Master Closet DESCRIPTION QNTY REMOVE REPLACE TOTAL Acoustic ceiling (popcorn) texture 23.14 SF 0.00 0.75 17.36 Seal/prime then paint the walls (2 coats) 167.60 SF 0.00 0.59 98.88 Mask and prep for paint - tape only (per LF) 20.95 LF 0.00 0.39 8.17 Clean stud wall 167.60 SF 0.00 0.54 90.50 This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 20.95 LF 0.36 2.52 60.33 Paint baseboard - two coats 20.95 LF 0.00 0.92 19.27 R&R Blown -in insulation - 12" depth - R30 23.14 SF 0.85 0.74 36.79 R&R Carpet pad 23.14 SF 0.10 0.59 15.96 R&R Carpet 23.14 SF 0.23 3.04 75.67 R&R Bypass (sliding) door set - birch 1.00 EA 12.87 160.78 173.65 Paint bypass door set - slab only - 2 coats 2.00 EA 0.00 31.35 62.70 per side) R&R Light fixture 1.00 EA 7.16 60.44 67.60 R&R Closet shelf and rod package 8.00 LF 3.22 19.41 181.04 Totals: Master Closet 1,280.96 A/H T---------- 1 DESCRIPTION R&R 1/2" drywall - hung, taped, ready for texture Texture drywall - machine R&R 5/8" drywall - hung, taped, ready for texture Acoustic ceiling (popcorn) texture Seal/prime then paint the walls (2 coats) Mask and prep for paint - tape only (per LF) Clean stud wall 2012-08-28-1747 79.47 SF Walls 84.83 SF Walls & Ceiling 0.60 SY Flooring 9.93 LF Ceil. Perimeter QNTY Height: 8' 5.36 SF Ceiling 5.36 SF Floor 9.93 LF Floor Perimeter REMOVE REPLACE TOTAL 79.47 SF 0.36 1.32 133.51 79.47 SF 0.00 0.30 23.84 5.36 SF 0.38 1.40 9.54 5.36 SF 0.00 0.75 4.02 79.47 SF 0.00 0.59 46.89 9.93 LF 0.00 0.39 3.87 79.47 SF 0.00 0.54 42.91 8/29/2012 Page:14 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - A/H DESCRIPTION QNTY REMOVE REPLACE TOTAL This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 9.93 LF 0.36 2.52 28.59 Paint baseboard - two coats 9.93 LF 0.00 0.92 9.14 R&R Blown -in insulation - 12" depth - R30 5.36 SF 0.85 0.74 8.53 Paint door slab only - 2 coats (per side) 2.00 EA 0.00 21.32 42.64 Paint door/window trim & jamb - 2 coats 2.00 EA 0.00 21.95 43.90 per side) R&R Interior door unit 1.00 EA 16.09 161.98 178.07 Door knob - interior 1.00 EA 0.00 39.14 39.14 Totals: A/H 614.59 Door Door DESCRIPTION Master Bedroom 388.31 SF Walls 535.45 SF Walls & Ceiling 16.35 SY Flooring 48.54 LF Ceil. Perimeter 5' 9/16" X 0" 2' 7 15/16" X 0" QNTY R&R 1/2" drywall - hung, taped, ready for 388.31 SF texture Texture drywall - machine 388.31 SF R&R 5/8" drywall - hung, taped, ready for 147.13 SF texture Acoustic ceiling (popcorn) texture 147.13 SF Seal/prime then paint the walls (2 coats) 388.31 SF Mask and prep for paint - tape only (per LF) 48.54 LF Clean stud wall 388.31 SF This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 48.54 LF Paint baseboard - two coats 48.54 LF 2012-08-28-1747 Height: 8' 147.13 SF Ceiling 147.13 SF Floor 48.54 LF Floor Perimeter Opens into MASTER -CLOSE Opens into MASTER BATH REMOVE REPLACE TOTAL 0.36 1.32 652.36 0.00 0.30 116.49 0.38 1.40 261.89 0.00 0.75 110.35 0.00 0.59 229.10 0.00 0.39 18.93 0.00 0.54 209.69 0.36 2.52 139.79 0.00 0.92 44.66 8/29/2012 Page:15 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Master Bedroom DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R Reflective multi -layer foil insulation - 194.16 SF 0.17 0.72 172.81 R-7+ R&R Blown -in insulation - 12" depth - R30 147.13 SF 0.85 0.74 233.94 Paint door slab only - 2 coats (per side) 2.00 EA 0.00 21.32 42.64 Paint door/window trim & jamb - 2 coats 2.00 EA 0.00 21.95 43.90 per side) R&R Interior door unit 1.00 EA 16.09 161.98 178.07 Door knob - interior 1.00 EA 0.00 39.14 39.14 R&R Carpet pad 147.13 SF 0.10 0.59 101.52 R&R Carpet 147.13 SF 0.23 3.04 481.12 R&R Ceiling fan & light 1.00 EA 16.19 288.17 304.36 Totals: Master Bedroom 3,380.76 Shed Height: S' 178.03 SF Walls 30.70 SF Ceiling 208.73 SF Walls & Ceiling 30.70 SF Floor j 3.41 SY Flooring 22.25 LF Floor Perimeter 1 22.25 LF Ceil. Perimeter DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R Door lockset - exterior 1.00 EA 10.73 44.30 55.03 R&R Exterior door - metal - insulated - flush 1.00 EA 19.35 260.61 279.96 or panel style Paint door/window trim & jamb - 2 coats 2.00 EA 0.00 21.95 43.90 per side) Paint door slab only - 2 coats (per side) 2.00 EA 0.00 21.32 42.64 R&R 1/2" drywall - hung, taped, ready for 178.03 SF 0.36 1.32 299.09 texture Texture drywall - machine 178.03 SF 0.00 0.30 53.41 R&R 5/8" drywall - hung, taped, ready for 30.70 SF 0.38 1.40 54.65 texture Acoustic ceiling (popcorn) texture 30.70 SF 0.00 0.75 23.03 Seal/prime then paint the walls (2 coats) 178.03 SF 0.00 0.59 105.04 Mask and prep for paint - tape only (per LF) 22.25 LF 0.00 0.39 8.68 2012-08-28-1747 8/29/2012 Page:16 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Shed DESCRIPTION QNTY REMOVE REPLACE TOTAL Clean stud wall 178.03 SF 0.00 0.54 96.14 This is to clean the block walls and furring strips after the drywall is removed R&R Baseboard - 2 1/4" 22.25 LF 0.36 2.52 64.08 Paint baseboard - two coats 22.25 LF 0.00 0.92 20.47 R&R Reflective multi -layer foil insulation - 89.01 SF 0.17 0.72 79.22 R-7+ R&R Blown -in insulation - 12" depth - R30 30.70 SF 0.95 0.74 49.82 R&R Water heater - 40 gallon - Electric - 6 1.00 EA 49.61 601.32 650.93 yr Totals: Shed 1,925.09 Total: Main Level 41,331.75 Roof1 DESCRIPTION R&R Sheathing - plywood - 1/2" CDX R&R Truss - 4/12 slope R&R Fascia - 1" x 6" - #2 pine Roofing felt - 30 lb. Prime & paint exterior fascia - wood, 4"- 6" wide R&R Drip edge Remove 3 tab - 25 yr. - comp. shingle roofing - w/out felt 3 tab - 25 yr. - comp. shingle roofing - w/out felt R&R Continuous ridge vent - aluminum R&R Flashing - pipe jack - lead 2012-08-28-1747 Roof 1,554.71 Surface Area 164.03 Total Perimeter Length QNTY 15.55 Number of Squares 49.11 Total Ridge Length REMOVE REPLACE TOTAL 1,787.00 SF 0.48 1.49 3,520.39 813.00 LF 1.29 5.99 5,918.64 164.03 LF 0.28 3.72 656.12 15.55 SQ 0.00 31.23 485.63 164.03 LF 0.00 1.07 175.51 164.03 LF 0.28 1.91 359.23 15.55 SQ 48.19 0.00 749.35 18.00 SQ 0.00 171.14 3,080.52 49.11 LF 0.73 7.52 405.16 3.00 EA 6.04 56.42 187.38 8/29/2012 Page:17 Castle Rock Restoration PO( K 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 CONTINUED - Roof] DESCRIPTION QNTY REMOVE REPLACE TOTAL R&R Soffit - wood 246.00 SF 0.27 3.55 939.72 Prime & paint exterior soffit - wood 264.00 SF 0.00 1.40 369.60 Soffit vent - linear 54.13 LF 0.00 5.76 311.79 Totals: Roofl 17,159.04 Total: Roof 17,159.04 Exterior DESCRIPTION QNTY REMOVE REPLACE TOTAL Exterior - paint two coats 1,570.00 SF 0.00 0.83 1,303.10 Clean with pressure/chemical spray - Heavy 1,820.00 SF 0.00 0.36 655.20 Includes the home in preparation for paint and the cleaning of the driveway. R&R Aluminum window, single hung 20-28 5.00 EA 19.38 242.82 1,311.00 sf R&R Aluminum window, single hung 13-19 3.00 EA 19.38 190.04 628.26 sf 2" x 10" x 10' #2 treated pine (material only) 5.00 EA 0.00 12.20 61.00 This is to replace the burned header that supports the carport 4" x 4" x 10' - treated lumber post - material 2.00 EA 0.00 9.01 18.02 only This is to replace the burned supports in the carport Carpenter - General Framer - per hour 4.00 HR 0.00 60.60 242.40 This labor goes toward the framing needed to replace the header and supports in the carport. Labor only) Siding - hardboard panel - paint grade 150.00 SF 0.00 2.18 327.00 This is the siding material needed to close in the triangular areas of both gable trusses Totals: Exterior 4,545.98 Line Item Totals: 2012-08-28-1747 74,962.48 2012-08-28-1747 8/29/2012 Page:18 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 Grand Total Areas: 3,242.07 SF Walls 882.81 SF Floor 0.00 SF Long Wall 882.81 Floor Area 1,348.93 Exterior Wall Area 1,554.71 Surface Area 49.11 Total Ridge Length 882.81 SF Ceiling 98.09 SY Flooring 0.00 SF Short Wall 977.63 Total Area 149.61 Exterior Perimeter of Walls 15.55 Number of Squares 0.00 Total Hip Length 4,124.88 SF Walls and Ceiling 404.25 LF Floor Perimeter 410.32 LF Ceil. Perimeter 3,242.07 Interior Wall Area 164.03 Total Perimeter Length 2012-08-28-1747 8/29/2012 Page:19 Castle Rock Restoration v 1. f 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 Line Item Total Storage Rental Tax Subtotal Overhead Profit Material Sales Tax Replacement Cost Value Net Claim Summary 74,962.48 @ 6.500% 31.95 74,994.43 @ 10.0% 7,399.43 @ 10.0% 7,399.43 @ 6.500% 2,005.10 91,798.39 91,798.39 Wade Edwards 2012-08-28-1747 8/29/2012 Page:20 1 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 Recap by Room Estimate: 2 012-08-28-1747 General Conditions 11,925.71 15.91% Area: Main Level Kitchen 10,428.17 13.91 % Living Room 4,374.52 5.84% Laundry 1,757.09 2.34% Bedroom 1 3,703.46 4.94% Bedroom 2 3,850.52 5.14% Hallway 1,365.34 1.82% Linen 654.09 0.87% Hall Bath 4,790.84 6.39% Master Bath 3,206.32 4.28% Master Closet 1,280.96 1.71% A/H 614.59 0.82% Master Bedroom 3,380.76 4.51% Shed 1,925.09 2.57% Area Subtotal: Main Level 41,331.75 55.14% Area: Roof Roofl 17,159.04 22.89% Area Subtotal: Roof 17,159.04 22.89% Exterior 4,545.98 6.06% Subtotal of Areas Total 74,962.48 100.00% 74,962.48 100.00% 2012-08-28-1747 8/29/2012 Page:21 1 Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, 171.32703 Phone: (407) 949-0045 O&P Items Recap by Category Total APPLIANCES 1,142.91 1.25% CABINETRY 6,005.77 6.54% CLEANING 2,812.09 3.06% CONTENT MANIPULATION 491.60 0.54% GENERAL DEMOLITION 8,969.21 9.77% DOORS 2,958.81 3.22% DRYWALL 7,150.18 7.79% ELECTRICAL 2,846.04 3.10% FLOOR COVERING - CARPET 1,629.42 1.77% FLOOR COVERING - VINYL 1,149.85 1.25% PERMITS AND FEES 750.00 0.82% FINISH CARPENTRY / TRIMWORK 1,549.08 1.69% FINISH HARDWARE 611.63 0.67% FRAMING & ROUGH CARPENTRY 7,853.92 8.56% HEAT, VENT & AIR CONDITIONING 3,907.30 4.26% INSULATION 1,580.00 1.72% LABOR ONLY 686.40 0.75% LIGHT FIXTURES 1,720.20 1.87% PLUMBING 4,382.01 4.77% PANELING & WOOD WALL FINISHES 407.37 0.44% PAINTING 5,508.26 6.00% ROOFING 4,418.02 4.81% SIDING 327.00 0.36% SOFFIT, FASCIA, & GUTTER 1,795.28 1.96% TILE 359.20 0.39% TEMPORARY REPAIRS 1,164.91 1.27% WINDOWS - ALUMINUM 1,784.22 1.94% O&P Items Subtotal 73,960.68 80.57% Non-O&P Items Total APPLIANCES - MAJOR W/O INSTALL 346.18 0.38% APPLIANCES 638.35 0.70% GENERAL DEMOLITION 17.27 0.02% Non-O&P Items Subtotal 1,001.80 1.09% O&P Items Subtotal 73,960.68 80.57% Storage Rental Tax @ 6.500% 31.95 0.03% Overhead @ 10.0% 7,399.43 8.06% Profit @ 10.0% 7,399.43 8.06% Material Sales Tax @ 6.500% 2,005.10 2.18% 2012-08-28-1747 8/29/2012 Page:22 Total $91,798.39 100% Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 Total 91,798.39 100.00% 2012-08-28-1747 8/29/2012 Page:23 Main Level 12' 6` T 1' 10" 5' 5' 5 1" livitw Room $h{d 12' 11 KK 143- 3' Bed.00m i 5' 1" Master Balh f"Haste. Cbset i - F1'7' — 6' 4' 5. 4, 5. 4.. ClowN 2' 1' —1 nastereed. 00 eed. 00m z naO Rath 12 3' 1T 2012- 08-28-1747 8/29/2012 Page:24 Sketch Roof Annotations Roof Face Square Feet F1 807.97 F2 746.73 Estimated Total: 1,554.71 Number of Squares 8.08 7.47 15.55 Slope - Rise / 12 4.00 4.00 7 ON N 00 r 00 N 00 O N ON Castle Rock Restoration 2172 Platinum Road, Ste. H Apopka, F1.32703 Phone: (407) 949-0045 Sketch Roof Annotations Roof Face Square Feet Number of Squares Slope - Rise / 12 F l 807.97 8.08 4.00 F2 746.73 7.47 4.00 Estimated Total: 1,554.71 15.55 2012-08-28-1747 8/29/2012 Page:26 product Approval Application Type CodeVersion t, Application Status Comments Archived Product Manufacturer Addressi' PhoneiEmail Technical Representative Address,' PhoneVEmail Quality Assurance Representative Address/ Phone-,'Email James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 356- 6366 chad. diercks@jameshardie.com Chad Dercks chad. diercks@jameshardie,com Chad Diarcks 10901 Elm AVE Fontana, CA 92337 909) 356-6366 chad. diercksLajamEshardie.corn Chad Diercks 10901 Elm Ave Fontana, CA, 92337 90% 356-6366 chad. diercks@jameshardie.com Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F k..,., rFde Edit :View . History Bookmarks Tools HEIp.*I s,n N , Elanda Building -Code Online I a;.m= ` t7 i t.zt Tsa^a: a." =-a t ; s-.,es a?,av a Product Approval USER P1 tUiK FL Application Type Code Version. Application :Status Comments is Archived Product Manufacturer AddrEs s,,`Ph o ne/Em a i l AuthorizedSignature. Technical Representative Address/ Phone,'Email Quality Assurance Representative Address/ Phone,. Email Compliance Method James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA. 92691 909'; 356-6366 chad. diercks@jamashard'.ie.com Chad Diercks chad. die.rcksryameshardie,com Chad. Diercks 10901 Elm Ave Fontana, CA 9.2337 909 356-6366 chad. diercks@jamEshardiE.com Chad Diercks 10901. Elm Ave Fontana, CA. 92337 909) 356-6366 chad. diercks @jameshardiE,com Panel Walls Siding Evaluation Report from a Florida Registered. Architect or a Licensed Florida Professional Engineer Florida Buil 1.. ,_ 464 G t, ti,v+.t.floridabuildin9•Qr9?`Pr'Fr_aFR_dfl.acF=:i'"Faram-•:vGE`tn¢.vtClgvRk, bb_v 6bF vkdpA.ghfY'H7sPt:r{tjcdf wFi,IC1jsR"2LvzEjq` 3da,,d j - cwg c i i$ r ib,..n pia afs Y r t;a? p z,. ,• ;> +G .. % P ff+;lt,3i ! t_`i.'` =L' iom: _a.1„ 1 _..• C>::rrbn t -q; i z2L. ` a11, +: av-:v. _ 1 _r-s 1Pa-: 1 ?_ .Az ,. _v =-Y. a1_:'a:±Mea ; L5,io' ` _ _n , BusinmrI Professional USER: AApproval Regulation FL s FL13223-R1. Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. AddressfPhone Email 26300 La Alameda Authorized Signature Technical Representative AddressiPhone/Email Quality Assurance Representative. Addres sY Ph o netEm a i l Category Subcategory Compliance Method Ste. 250 Mission Viejo, CA 92691 909)356-6366 chad.diercks@jameshardie,com Chad Diercks chad.diercks@jameshardie,com Chad Diercks 1.0901 Elm Ave Fontana, CA 92337 909)356-6366 chad.diercks@jameshardie,com Chad Diercks 10901 Elm Ave Fontana, CA. 92337 909) 356-6366 chad.dierck=_@jameshardie.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer PERMIT## 0FRCEEXTERIOR RESEARCH &DESIGN, LLC. Certificate of Authorization #9503 sN ,' 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT GAF Evaluation Report 01506.01.08-119 1361 Alps Road, Building 7-3 FL10124-117 Wayne, NJ 07470 Date of Issuance: 01/03/2008 Revision 9: 04/19/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/19/2012 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity IERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR O1/13/2012 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL (TST 1740) ASTM D3161 01NK37122 12/18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CA5367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL (TST 1740) ASTM D3161, D3462 06CA18074 06/16/2006 UL (TST 1740) ASTM D3161, D3462 06CA35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 1OCA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10NK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1OCA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R7 Certificate of Authorization #9503 FL10124-117 Revision 9: 04/19/2012 Page 2 of 4 UL (TST 1740) ASTM D3161, D7158, D3462 UL (TST 1740) ASTM D3161, D7158, D3462 UL (TST 1740) ASTM D3161, D7158, D3462 UL, LLC. (QUA 9625) Quality Control UL, LLC. (QUA 9625) Quality Control 4. PRODUCT DESCRIPTION: TTRINITYIERD 11CA47919 12/03/2011 11CA48408 12/08/2011 11CA48725 12/09/2011 Inspection Report, File No. R21 02/06/2012 R3915 Current 4.1 Marquis WeatherMax, Royal Sovereign and Sentinel are a fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Camelot, Camelot II / Camelot 30, Capstone, Country Mansion, Country Mansion II, Grand Canyon, Grand Sequoia, Grand Slate, Grand Slate II, Monaco, Timberline American Harvest, Timberline ArmorShield II, Timberline Natural Shadow, Timberline Natural Shadow Arctic White, Timberline HD / Timberline Prestique 30, Timberline Prestique 40 / Timberline Cool Series, Timberline Ultra HD / Timberline Prestique Lifetime, Timberline Majestic / Timberline Majestic 30 and Woodland are fiberglass reinforced, laminated asphalt roof shingles. 4.3 Slateline is a fiberglass reinforced, 5-tab asphalt roof shingle. 4.4 Seal -A -Ridge, Seal -A -Ridge Armorshield, Seal -A -Ridge Impact Resistant IR, Ridglass 8, Ridglass 10, Ridglass 12 and Timbertex Hip and Ridge are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.5 ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles are a starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All GAF shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.2 All GAF hip & ridge shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (Vuit = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles: Exterior Research and Design, LLC. Evaluation Report 01506.01.08-117 Certificate of Authorization #9503 FL10124-1117 Revision 9: 04/19/2012 Page 3 of 4 TRINITYiERD 6.2.1 Installation of ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot II / Camelot 30, Grand Slate II, Country Mansion II, Monaco and Woodland require minimum five (5) fasteners per shingle 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Ridglass 8, Ridglass 10 and Ridglass 12 asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per side [total of four (4) nails per shingle] and asphalt roofing cement. 6.4.2 Installation of Seal -A -Ridge, Seal -A -Ridge Armorshield and Seal -A -Ridge Impact Resistant IR asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per shingle. 6.4.3 Installation of Timbertex Hip and Ridge asphalt shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 6.4.4 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-117 Certificate of Authorization #9503 FL10124-117 Revision 9: 04/19/2012 Page 4 of 4 M I A M I.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) FRMIT MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffitt APPROVAL DOCUMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFTT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoft Installation Details", sheets I through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02/04, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02-0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK-4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogawa, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on 01/01/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/ 18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, 2007, signed and sealed by Ronald I. Ogawa, P.E. 0 7ro Carlos M. Utrera, P.E. duct Control Examiner NOA No 07-0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 E - 1 WALL LENGTH z HARDIPANEL & CEMPANEL SIDING INSTALLATION DETAILS The panels are applied vertically, avoiding horizontal joints, over 5/8' (5 ply) APA rated plywood supported by a minimum of 2'x4' wood studs or 20 ga, x 3 5/8' x 1 3/8' steel studs spaced a maximum of 16' o,c, When installed on wood studs panels shall be fastened with 6d x 2' long galvanized box nallsl on steel studs It shall be fastened with #8 x 1 5/8' x 0.315' corrosion resistance H.D. ribbed buoale screws. The the panel and Intermediate studs, driven through the plywood sheathing into the sus. Ali joints shall be over studs. Nails and screws shall have a minimum edge distance of 3/8' and a minimum clearance of 2' from the corners 5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF NAILS OR SCREWS AS UNDERLINED ABOVE. DETAIL A DESCRIPTION Hardipanel & Cempanel siding material is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and meeting the requirements of the Florida Bullding Code, PANEL DIMENSIONS Width Length Thickness 48' 819,10, 5/16' , DESIGN PRESSURE RATINGlf'. Installation Design Pressure ,a r.,t Wood frame -76 PSF Metal frame -104 PSF Y', NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. 2) STUDS OF METAL OR WOOD WHERE HARDIPANEL & CEMPANEL WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F.B.C. AND THE REQUIREMENTS OF THIS N.O.A. SECTI N B-B ' FASTENER FRON'CT rcSNrvilm iia the fla+fda 70 a Dy_ DM- if 'r u;cl Cua ral Div`" HARDIPANEL & CEMPANEL SIDING WATERPR FING PER 21-21.6.2.1 F F.B.C. 5/8' PLYWOOD SHEATHING rac r " J 0 4J `•C G Division WALL HEIGHT WALL LENGTH B II II II II II II II II II I I II II I II II II J L — — 1 — — . J L — B STUDS 16' ,C, DETF HARDIPLANK & CEMPLANK SIDING INSTALLATION DETAILS The planks are applied horizontally commencing from the bottom course of a wall with 1 1/4' wide taps at top of the plank. The optional PVC cover molding 1 5/8' wide is applied to the bottom plate under the bottom plank course. The vertical joints must be over framing members. Optional PVC butt joints inserts are used for on -stud jointing. The planks are to be installed over 5/8' (5 ply) APA rated plywood supported by a minimum of 2'x4' wood studs or 20 ga. x 3 5/8' x 1 3/8' steel studs spaced a STUDS (METAL maximum of 16' o.c, The siding shall be fastened through over OR WOOD) lapping planks with 8d x 2 1/2' ton alvanlzed box nails over wood studs or with #8 x e 1/ ' ion x 0.3 5' corros on resistance H.D. ribbed bugle screws over steel studs. The fasteners shQU be placed in the over -lapping area 58' o.c. vertically and 16' o.c. horizontally Into the studs through the 5/8' plywood sheathing. Ike of 3/4' from the edges shall always be observed. 5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF NAILS OR SCREWS AS UNDERLINED ABOVE DETAIL A DESCRIPTION Hardiplank & Cemplank siding material is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and meeting the requirements of the Florida Building Code. PLANK DIMENSIONS Width Length Thickness 59 1/2' 12 & 14' 5/16' DESIGN PRESSURE RATING Installation Design Pressure'' Wood frame -92 PSF 1i...' Metal frame -92 PSF NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. 2) STUDS OF METAL OR WOOD WHERE HARDIPLANK & CEMPLANK WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F,B.C. AND THE REQUIREMENTS OF THIS N,O.A. SECTION B—B PN000CT hF.nVM a.c^r,•.•w• Rth the F1WV2 5/8' PLYWOOD e. 12 SHEATHING By. WATERPROOFING a roduct Coetra{ PER 2121,6.2.1 E F.B.C. NAIL OR SCREW RDIPLANK CEMPLANK SIDING a u;:.. „Cb iiu flnrvdn 02-072 02 t4wmi DmIR Pnldutt Cam ffivis1m JAMES HARDIE 10901 ELM AVENUE BUILDING PRODUCTS - USA 909-356 30 92337 6- RESEPRCH h DEVELOPMENT CUM FAX, 9 427FAX909-427-0634 This drawing and the copyright thereln are the DATE: 04/02/2004 property of the above company and accordingly the drawing must not be copled or reproduced ORG NO' HPLK-4X8 In any materlol form whatsoever. SHEEP Na: 2/3 mte HARDIPLANK® & CEMPLANK® SCALE NTS INSTALLATION DETAILS DRAWN Br: C DIERCKS 0 S FFIT WIDTH SOFFIT LENTGH HARDISOFFIT & CEMSOFFIT PANEL INSTALLATION DETAILS The soffit panels are to be installed over minimum 2'x4' wood joists or 20 ga. x 3 5/8' x 1 3/8' steel joists spaced a maximum of 16' o.c. When Installed on wood joists Hardisoffit shall be fastened With 6d x 2' long galvanized box nails] on steel studs It shall be fastened With #8 x 1 1/4' x 0.315' corrosion resistance H.D. ribbed bugle screws. The fasteners shall be placed 4' o.c. around the perimeter of the panel and Intermediate studs. Nails and screws shall have a minimum edge distance of 3/8' and a minimum clearance of 2' from corners. DETAIL A TRUSSES (METAL OR WOOD) HARDISOFFIT CEMSOFFITJ PANEL FASTENER DETAIL A SECTION B—B DESCRIPTION Hardlsoffit & Cemsofflt panels material Is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and meeting the requirements of the Florida Building Code. SOFFIT DIMENSIONS Width Length Thickness' 48' 8,9,10' 1/4' & 5/16' DESIGN PRESSURE RATING Installatlon Design Pressure Wood frame ±53 PSF Metal frame t 53 PSF NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE. 2) TRUSS OF METAL OR WOOD WHERE HARDISOFFIT & CEMSOFFIT WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F.B.C. AND THE REQUIREMENTS OF THIS N,O.A. PRODUCE RENEWED will the Mew Exp[nuPsc.. l2 By MiY Yde P,.&d C.nhoi Di' i' Y rttt>• u s a+t:v:sr D wi! S: :L^e i M:9ci1 Dh• i,ion a I File Edit View History . Bookmarks Tools Florida Building Code Online W KES H—e , -c3 Ga i tt'— R. p'tn.a_ r, E tic- Tzp— j Sa+bn3[ Ser_r`_.,e: I stet' &.Feet' 2 F'Nizati=ne I F2C st'" [ EG1S SA= M2; t t+rk3 i Seercrs Regulation P-:'L'i Az-31 M n. > Pr_—[ =7 > 4 - -., In > Appftatian Oeteil Application Type code Version Application Status Comments Archived t Product Manufacturer P Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance. Representative x` Address/Phone/Email Category Subcategory FL4904-R5 Revision 2010 Approved Approved by DCA. Approvals by DCA shall be.revievred and ratified by the PO4C and/or the Commission if necessary. Miasonite International 1955 Pows Road West Chicago, IL 60165 615) 441-4258 sschreiber@ masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Svdnging Exterior Door Assemblies t" P'• "tt 4-.-cv. i-1--> f__ t-- ti=_ y.a.-h,> n _.. L::t> Applicetien Oetsil FL t FL4904-R5 Application Type Revision. Code Version. 2010 Application Status Approved Approved by DCA, Approvals by DCA shall be revievaed .and ratified by the ROC and/or the Commission if necessary. Comments Archived !i Product Manufacturer Masonite International Address/Phone/Email 1955 Ponds Road West Chicago, IL 60.185 615) 441-4258 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 Svringing Exterior Door Assemblies i J. Florida Building Code On6ne Mozdla Firefox File Edit View History Bookmarks Tools Help Florida Building Code OnlineI `-- wvnv.florid.abuilding.org.rpr,:pr_app_dti.aspx?param=wGEVXQwtDgteluisvHNbblSciO%2baWgLuXJfdLV%2L11CencX d A775, Y KES h_m_ E. Ux R_yutnt> 'wt T pdcs1 S.tnh S—far,_ 1 Stats S. Fet4 i P.bkctizr I,.,. FBL. SWr BC7S Sr,= M_p U,,k, I San h Business""'! a Product Approval Profe!stts//iolnal USER--U-ra Regu 2cs A_-a,--vaf M ri.> . _ STe.-h? 4 __ -": Ii, I Application Detail W;.' r s — West Chicago, IL 60185 6.15) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Qualib,• Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Syringing Exterior Door Assemblies rrt Product Approval USER r = oar ,-•_:<> wawx nan o na FL > Application Type t Code Version Application Status r Comments Archived Product Manufacturer Atddres s/Ph o n e/Em a i l Authorized Signature Technical Representative AddresslPhone'rEm ail Quality Assurance Representative Address/ Phone='Email M ME a FL15333 N ew 2010 Approved: General Aluminum Company 1.001 W. Crosby Rd. Carrollton, TX 75006 572) 242-5271 Ext 207 ivan.paredes@gact...com Luis Lomas rllomas@lilomaspe.cam Ivan Paredes 1001: 'W, Crosby R.U. Carrollton, TX 75006 ivan.paredes@gactx.com Ivan Paredes, M.E. 1001 W. Crosby Rd. Carrollton, TX.75006 ivan.paredes@gactx.com Win do,vs Mullions Evaluation Report from a Florida Registered. Architect or Licensed. Florida Professional Engineer f.9,]r Evaluation Report- Hardcopy Received f-$ vryrtiv.floridabuilding.Grg;'pr;-pr_app dti asp.crparam-.vGE',XQ3rADgtH857?gvdk qEUGtNFQgaUTuHnvblpOj,vlbslpOoN51g`:;Jd;L d o.r I zs. a•,,,:m:m, r,x ,aa5_n i _sznr.r-,u-z (;rra e-s ' =rox ___= e1_=_a.z+ca i ,r: ' e_,ca 1 Busines "' r Professional I;PsuApproval Regulation r nwvc wens >r:a; a>,xtrr..: a:.a> oo ccx e; > uuocanw. Dames FL a FL15333 Application Type New Code Version 2010 Application Status Approved Comments Archived A Product Manufacturer General Aluminum Company Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 75006 9721242-5271 Ext 207 Ivan.paredes@gactx.com Authorized Signature Luis Lomas rllomas@lrlomaspe.com Technical Representative Ivan Paredes Address/PhoneJEmail 1001 W. Crosby RD. Carrollton, TX 75006 ivan.paredes@gactx.com Quality Assurance Representative Ivan Paredes, M,E, Addressi'PhoneVEmail 1001 W. Crosby Rd, Carrollton, TX 7 5006 ivan.paredes@gactx.com Category Windows Subcategory Mullions Compliance Method. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer RJ Evaluation Report - Hardlcopy Received flonda$uilding Code Onfinz- Moziila'firefox File Edit View History ,Bookmarks Tools Helps , Florida Building Code Online } "' ' ANvr v,floridabuilding.Grg; prrpr_app_dtl.aspx%param= iGE'JXQ'.vtDatH8572T.rJiN1EU .tNFOgcUTuHnLolp6uevlh_1E c=.. Eric _E—etra-v4. 1 PtadzKt ApprovalProfessionalizr USE,:,,.-U. P U(dli n Igl3d" 3d FL- FL153333 Application Type New Code Version 2010 Application Status Approved Comments Archived rtl Product Manufacturer General Aluminum Company Address/Phone/Email 1001 W. Crosby Rd. Carrollton, TX 7.5006 9721242-5271 Ext207 ivan. paredes@gactx.com Authorized Signature Luis Lomas rllomas@lrlomaspe. com Technical Representative Ivan Paredes AddressiPhone/ Email 1001 W. Crosby RD, Carrollton, TX 75006 ivan. paredes@gactx.com Quality Assurance Representative Ivan Paredes, M.E. Address; Phones Email 1001 W. Crosby Rd. Carrollton, TX 75006 ivan, paredes@gactx.com Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed. Florida Professional Engineer 1 Evaluation Report- Hardcopy Received r Florida Building Code Online - Mozilla Firefox File Edit View History Bookmarks Tools Help Florida Building Code Online 1 , flondabuilding;crg r i pr_app 177— F s , Busine dfo i ry Product Approval1r©fessio«al USER: 'I- FL - FL15333 S' Application Type New Code Version 2010 Y, `,l Application Status Approved Comments p Archived Product Manufacturer General Aluminum Company Ae'dressfPhone:'Email 1001 W. Crosby Rd. Carrollton, TX 75006 f972;242-5271 Ect207 ivan.paredes@gacb:.com Authorized Signature Luis Lomas rllomas@lrlomaspe.com Technical Representative Ivan Paredes Address/Phone/Email 1001 W. Crosby RD, Carrollton, TX 75006 ivan.pared=_s@gacb:.com Quality Assurance Representative Ivan Paredes, M.E. Address; Phone+Email 1001 W. Crosby Rd. ' Carrollton, TX 75006 ivan.paredes@gactx.com Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received n© 1 y w I 19 IS Florida Building Code Onfine - Mozilla Fire fo 7 7 File Edit View History Bookmarks Tool, Help Florida Building Code Online 7,jHj_j-ON [!_I, 3 i V d 41 4 Business, Profess ioli--I , Ap'Val ( FL`FL15333 Application Type Na. Code Version 2010 Application Status Approved Comments Archived Product Manufacturer General Aluminum Company N. by d. Addre5s,Phone,Email 100 1 Cro s R Carrollton, TX 7 5006 9721242-5271 Ext207 ivan.paredes@gactx.com Authorized Signature Luis Lomas 4 rilomas@lrlomaspe.com Technical Representative Ivan Paredes Address..'Phone,Email 1001 W. Crosby RD, Carrollton, TX 75006 ivan.parpdes@gactx.com Quality Assurance Representative Ivan Paredes, M.E. Address/Phone(Email 1001 W. Crosby Rd. Carrollton, TX 75006 i,,an.paredes@gact>,..com SubcategoryMullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report- Hardcopy Received M — V! Florida Building Code Online - Mozilla Firefox. File Edit View History Bookmarks Tools Help Florida Building Code Online Business" /, productApprovalProfessib-6al 461 USER: Q..d FL= FL15333 Application Type NEr, Codea Version 2010 i Application Status Approved Comment: Archived Product Manufacturcr General Aluminum Company Add res s/P h o n e/Em a i 1 1001 W, Crosby Rd. Carrollto n, 7X 75006 97 2) 242o527 I Ext 207 j,.n.par.des@gaty.com Authorized SionaturE Luis Lomas rllomas@lrlomaspe.com 1 Technical Representative Ivan Paredes kd d,.S S T h o n e,Em a i I 1001 W, Crosby RD. Carrollton, 7X 75006 ivan.pared=-s@gact>.,.com Quality Assurance Representative Ivan Paredas, M.E. AddressiPhone(Email 1001 W. Crosby Rd. Carrollton, TX 75006 iv a n. p a red as Ca g a c tx. c am A Category windo."s Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hard1c.py Received For: Gillison Residence, Kustom Restoration OMCENotes: PERMIT Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 17 OF Daily range M Relative humidity 50 Moisture difference 47 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 0 Btuh Structure 12741 Btuh Ducts 0 Btuh Ducts 3450 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 15769 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 936 Btuh Ducts 687 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ft2) 0 967 Equipment latent load 1623 Btuh Volume (ft') 0 7736 Air changes/hour 0.61 0.23 Equipment total load 17392 Btuh Equiv. AVF (cfm) 0 30 Req. total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Sample Make Sample Trade SampCorp Trade SampCorp Model HPS024140-085 Cond HPS024140-085 AHRI ref Coil AH024 AHRI ref Efficiency 8 HSPF Efficiency 12.2 EER, 14 SEER Heating input Sensible cooling 16940 Btuh Heating output 23800 Btuh @ 470F Latent cooling 7260 Btuh Temperature rise 27 OF Total cooling 24200 Btuh Actual air flow 807 cfm Actual air flow 807 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr! htSOft' 2012-Dec1 ti g Right-Suite9 Universal 2012 12.i.03 RSU07927 Page 1 AM 1AWrighlsoft HVACTrojeclsftsiom Restoration - Gillison Res.rup Cate = MJ8 Front Door faces: Page 1 Entire House d 967 0 16190 0 807 Other equip loads 0 0 Equip. @ 0.97 RSM 15769 Latent cooling 1623 r^1 A l [l A 7Ijr% l 1 OA7 V I r-%LJ Vu r u I I oac V vv r Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, wrii htsoft' 2012-Dec-2110:16:41 t 9 Right-Sulta Universal 2012 12.1.03 RSUG7927 Page 29 fR+C IAWrlghtsoft HVACTrojectsftstorn Restoration - Gillison Ressup Calc = MJ8 Front Door faces: Page 2 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.32 c. U-Factor: NIA SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. NIA FL, Existing (Projecte 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 1056.00 ft2 b. Frame - Wood, Adjacent R=13.0 112.00 ft2 1 c. N/A R= ftZ 3 d. NIA R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 992.00 ft2 992 b. N/A R= ft2 Area c. N/A R= ftZ 130.35 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 197 15.42 ftz 12. Cooling systems kBtu/hr Efficiency ftZ a. Central Unit 18.0 SEER:14.00 ft2 1.000 ft. 0.302 Insulation Area R=0.0 992.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 18.0 HSPF:8.00 Cap: 50 gallons EF: 0.9 CF, Pstat Note: This is not a Building Energy Rating. if your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge D USA - FlaRes2010 Section 405.4.1 Compliant Software E Job #: Kustom Restoration - Gillison Performed by Mills Air for: Gillison Residence First Floor Mills Air 6502 Forest City Rd. Orlando, Ft_ 32810 Phone:407-277-1159 Fax:407-292-4390 Millsair.com ddykes@milisair.com Scale: 1 : 68 Page 1 Right -Suite® Universal 2012 12.1.03 RSU07927 2012-Dec-21 10:16:50 m Restoration - Gillison Res.rup SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6`-B" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM D638 7.50% DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS DETAILS 3 ANCHORING LOCATIONS DETAILS SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT WITH SIDELITE 149" MAX. OVERALL FRAME WIDTH 21 " MAX 36.375" MAX. D.L.0. -- PANEL W/ ST AGAL WIDTH I DOUBLE DOOR UNIT W/SIDELITES OMCE SINGLE DOOR UNIT WISIDEUTES 37.5" MAX. AUHICE FRAME WIDTH AAndum to NAMI Celication No.: INLv0 4_1 I J, g / Reviviyed By: Date Pleviek ji - DOUBLE DOOR UNIT W SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5' 76.0 76.0 76.0 76.0 19..0 19.0 55.0 555555... 0074" 55.0 55.0 55.0 55. 0XX19.0 19.0 55.0 55.0 OX or XO 75' 55.0 55.0 55.0 55.0 19.0 19.0 55.0 0 OXO 112.5' 550 55.0 5.05. 0 55.0 19.0 55.0 OXXO 149" 5.0+1P.055KURT SALTHAZOR FLORIDA P.E. 56533 Q Ln c UCo U O Q 0 o rx __j 1= cn z ` O w OQ CUw In z F`- Lc) U z o 0 LLJ U J OfU_ J of LU U W taua- Vl 6 Ln z ato WW o a= z r 00 o 00 oW N Ln N Q D7rN W00M DATE: 7/ 1 1 /05 SCALE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG- MA-FLO128-05 SHEET 1 OF 3 6" -- SEE DETAIL — 3.. 3» „E.' 3 — i I— 3 3 SEE DETAIL C .> 6" 3 ,. . 3 II I III I 6 3" o 11J U Q 0 v7 Q Gi Lu w 8 0 6" 6„ 3" 0 jj 11 l DETAIL I' D" 8 x 2-1/2" 3" 3" SEE DETAIL IF, 10 x 2" 10 x 5/8 8 x 2-1/2" 10 x 5/8 10 x 2' FRAME /. DOOR DETAIL "C" TYPICAL 1 1 .375" kft=T---Is INSWING THRESHOLD 11 —! 3 3,. 6„ 0 w U w 0 SEE DETAIL N 8 x 2-1/2" 10 x 1" 10 x 3/4„ DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.962" 4 i OUTSWING THRESHOLD Addendum to NAME Ce ifiulbn W.: r r ,n -Z q Reviewed By: .. Date Reviewed: r — L 0 N M EE DETAIL C" li ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL IG (1/8" TEMP. GLASS) DOW 995 W/ OPTIONAL DECORATIVE INSERT ALUM, STEEL OR BUTYL SPACER 1 /2" BITE 6 X 1-1/2" PHS DOW 995 °0 ?fa•, a ter°°, EXTERIOR INTERIOR TYPICAL GLAZING DETAIL cL Ln O co c o 0 CD -I In Z Lc) U L,j U W oq oO Z O a U wm n M o w Z LU aa_ JW v Q w Q z 0 d Q o_ v cn cn vl 3 M U)V)V)U z T o z Q w o J o' g a q cn U„ o ac > 5 f Z Cr- 0 LOWS DATE: 71 1 1 /05 SCALE: N. T. S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG- MA-FLO128-05 SHEET 2 OF 3 c^rr r rrnii 6" h — 3 --1 f- G 3" v a 0 N Cw U o- SEE DETAIL D" SHT. 2 J p1m SEE DETAIL Aa-- C" SHT. 2 w w Of Lo o G Lo ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) 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 SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1 " X 1 /2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 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". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO "-!TRUCTURE. 5. MINIMUM DESIGN VALUE- STRENGTH OF ANCHORS 171 LBS, 1 .50" } MIN 1 a 3" C L -- 6" 3" II 1! I Ir 6" 6„ I Il I j 0LJ a o_ JJ Q a w B of I ff I! !i it i I tL !-/ 6" -- I 3„ 6,. I 6" k _1 1` 3"' 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES 0.25" MAX SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" MIN 0.25" MAX SHIM TYPICAL MASONRY ANCHOR INSTALLATION Addendum to NAMI Certification No.: Reviewed By, Date Review a 4 z s w Ln r O J z ¢ o CD oQ W z oa Cif a o o Q z O a a z m Q F- a<m U<Z J LD Q Li U Ld Cr)o 0 z 0 Q T Ia aao amall DATE: 7/ 1 1 /05 SCALE: N. T. S. DWG. BY: SWS CHK, BY: DRAWING NO.: DWG- MA-FLO 128-OS SHEET 3 OF 3 0%ct WINDOW HEIGHT 19" M WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR n IT# Lj- LL_I LY E DRS TYP. ) TYP.) NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063 5) ALL FASTENERS, NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANT MATERIAL. 6) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 7) INSTALL UNITS IN SPRUCE PINE FIR USING .120" DIAMETER NAIL OR #8 WOOD SCREW SEE CHARTS FOR NUMBER OF ANCHORS AND MINIMUM EMBEDMENT REQUIRED. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) CAULK BEHIND WINDOW FLANGE AT HEAD, SILL AND JAMBS. 10) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW. 1 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN PRESSURE IS LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6PSF ACHIEVED IN TEST. 12) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 13) IF EXACT WINDOW SIZE IS NOT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE. 14) UNITS MUST BE GLAZED IN ACCORDANCE WITH ASTM E1300-04 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER 2007 FBC 8/18/08 R.L. B UPDATED PER FBC COMMENTS 11/16/08 R.L. C REVISED PER NEW TESTING 04/25/11 R.L. Maximum design pressure capacity chart with /GU (1/8'Annealed - Air- 1/8" Annealed) or IGU (118" Tempered- Air -1/8" Tempereco Unit width (in) Height (in)24. 00, 8 40. 42.00 44.00a,^ Total Lowerl Upper Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg Pos Neg 28.0 14.0 14.0 40.0 75.0 40.0 75.0 40.0 75.0 40. E75 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 36.0 1&0 18.0 40.0 75.0 40.0 75.0 40.0 75.0 40. 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 44.0,< 22.0 22:0 40.0 75.0 40.0 75.0 40.0 75.0 40.400 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 70.8 40.0 66.5 48:0^ 24.0 24.0 40.0 75.0 40.0 75.0 40.0 75.0 40. 40.0 75.0 40.0 75.0 40.0 75.0 40.0 71.9 40.0 67.1 40.0 62.9 52.0 26.0 26.0 40.0 75.0 40.0 75.0 40.0 75.0 40. 40.0 75.0 40.0 75.0 40.0 75.0 40.0 68.8 40.0 64.1 40.0 59.9 54.0,= 27.0 27.0 40.0 75.0 40.0 75.0 40.0 75.0 40. 40.0 75.0 40.0 75.0 40.0 75.0 46.0 67.5 40.0 62.8 40.0 58.7 60.0;, 30.0 30.0 40.0 75.0 40.0 75.0 40.0 75.0 40.40.0 75.0 40.0 75.0 40.0 75.0 40.0 64.4 40.0 59.6 40.0 55.5 72.0' 36.0 ` 36.0 40.0 75.0 40.0 75.0 40.0 75.0 40. 40.0 75.0 40.0 75.0 40.0 74.5 40.0 61.0 40.0 55.9 40.0 51.6 84.0 42.0 42.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 74.5 40.0 60.4 40.0 54.8 40.0 50.0 Number of anchors required, based on design pressure and testedspacing. 11-4: -/.-4 ue n n 19n" Ain f- nail Unit width (in) Height (in) 4s.0 20:0 24.0 , _ 28.0 30.0 -- 32.0 - 36.0 - 40.O 4Z0 ._ 44.0 , Total Lower Upper H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb 28.0 14.0' 14.0 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 2 3 2 36.0, 18.0 18.0 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 44.0, < 22.0,: 22.0• 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 48.0' 24.0 24.0 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 52.0 26.0 26.0 2 4 2 4 2' 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 54.0',: 27.0 27.0 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 60.0' 30.0 30.0 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 72.0 36.0 36.0 2 5 2 5 2 5 2 5 2 5 3 5 3 5 3 5 3 5 3 5 84.0 42.0 42.0 2 5 2 5 2 5 2 5 2 5 3 5 3 5 3 5 1 3 1 5 3 5 Number of anchors required, based on design pressure and tested spacing. Unit width (in) Height (in) 18 0" ; 20.0 r : 24.0 ;; , , 28.0,. 30.0 ,',,;. 32.0 36.0 .. = 40.0 42.0 y 44.0 Total Lower Upper H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb H & S Jamb 2&0 14.0 14.0 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 1 3 2 3 2 36.0 18.0: 18.0 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 44.0 22.0 22, 0,, 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 48.0 24.0, 24.0 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 52.0 26.0 26.0 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 54.0 , 27.0 -. 27.0 2 1 4 2 4 2 4 1 2 1 4 1 2 4 3 4 3 4 3 4 3 4 3 4 60.0 ° 30.0', 30.0 : 2 4 2 4 2 4 1 2 1 4 1 2 4 3 4 3 4 3 4 3 4 3 4 72.0 36.0 ' 36.0 2 5 2 5 2 5 1 2 1 5 1 2 5 3 5 3 5 1 3 5 3 5 3 5 84.0 42.0. 42.0 2 5 2 5 2 5 1 2 1 5 1 2 5 3 5 3 5 1 3 5 3 5 3 5 Horizon tol Window Horizontal Call Size Window Horizontal I F D 1-6 18 1-8 20 2-0 24 2-4 28 2-6 30 2-8 32 3-0 36 3-4 40 3-6 42 3-8 44 Verticol Window Vertical Call Size Window Vertical I F D 2-4 28 3-0 36 3-8 1 44 4-0 48 4-4 52 4-6 54 5-0 60 6-0 72 7-0 84 SIGNED: 0412512011 GENERAL ALUMINUM COMPANY OF TEXAS, LP N 5 . • • • 0 1,9 i 1001 W. CROSBY RD. CARROLLTON, TX 75006 `w•\GE SF ,cf' SERIES 1900/1970 SH WINDOW RECTANGULAR *• 051 •• it 44 X 84 -' - ELEVATION, DP CHARTS AND NOTES TAT OF DRAWN: DWG NO. REV sAZOR` F..• G` SCALE DATE 07 OS s00261 F 2 C/)////IONA`1EN\\\\ NTS 10/25/ 1 0 0MCE FORM 405-10 Q E0 00' r g FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CO STRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Giliison Res Builder Name: Street: Permit Office: .t.QIV'toe City, State, Zip; FL, Permit Number: Owner. Kustom Restoration Jurisdiction: Q Design Location: FL, Orlando Q a 1. New construction or existing Existing (Projecte 9. Wall Types (1168.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=5.0 1056.00 ft2 b. Frame - Wood, Adjacent R=13.0 112.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (992.0 sqft.) Insulation Area 5, Is this a worst case? No a. Under Attic (Vented) R=38.0 992.00 ft2 6. Conditioned floor area above grade (ft2) 992 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(145.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 197 a. U-Factor: Dbl, U=0.34 130.35 ft2 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.34 16.42 ft2 12. Cooling systems kStu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 18.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtulhr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 18.0 HSPF:8.00 SHGC: Area Weighted Average Overhang Depth: 1-000 ft. Area Weighted Average SHGC: 0.302 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (992.0 sgft.) Insulation Area EF:0.900 a. Slab -On -Grade Edge Insulation R=0.0 992.00 ft2 b. Conservation features b. NIA R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.147 Total Proposed Modified Loads: 25.11 PASSSS Total Standard Reference Loads: 31.48 r 1 hereby certify that the plans and specifications covered by Review of the plans and O1TKE S7, this calculation are in compliance with the Florida Energy specifications covered by this 1+ = fi , Off, Code. calculation indicates compliancea,,!'', OwiththeFloridaEnergyCode. +` /tun `.'VU•::, PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 * ° I hereby certify that this building, as designed, is in compliance Florida Statutes. GQbwiththeFloridaEnergyCode. WB OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -seated in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors tested at 25 pascals pressure difference in accordance with 403.2,2.1. Is not greater than 30 cfm:Duct#1) 12/21/2012 9:55 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Gillison Res Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 992 Lot # Owner: Kustom Restoration Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: Existing (Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Entire House 992 7936 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infii ID Finished Cooled Heated 1 Main 992 7936 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet i Slab On -Grade Edge Insulatio Main 132 ft 0 992 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1045 ft2 164 ft2 Light 0.9 No 0.9 No 0 18.4 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 992 1`12 N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 992 ft2 0.1 Wood 12/21/2012 9:55 AM EnergyGaugeV USA- FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below To II Type Space R--Vahre Et In Ft In Area R-Value Fraction Ahcnr Grad ° r 1 NE Exterior Concrete Block - Ext Insul Main 5 29 0 8 0 232.0 ft2 0 0 0.8 0 2 SE Exterior Concrete Block - Ext Insul Main 5 44 0 8 0 352.0 ft' 0 0 0.8 0 3 SW Exterior Concrete Block - Ext Insul Main 5 23 0 8 0 184.0 ft' 0 0 0.8 0 4 NW Exterior Concrete Block - Ext Insul Main 5 36 0 8 0 288.0 ft2 0 0 0.8 0 5 SW Garage Frame - Wood Main 13 6 0 8 0 48.0 ft' 0 0 0.8 0 6 NW Garage Frame - Wood Main 13 8 0 8 0 64-0 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Insulated Main None 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Pro osed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 NE 1 Metal Low-E Double Yes 0.34 0.3 9.0 ft2 1 ft 0 in 1 ft 0 In Drapes/blinds Exterior 5 2 NE 1 Metal Low-E Double Yes 0.34 0.3 44.9 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 3 SE 2 Metal Low-E Double Yes 0.34 0.3 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 SE 2 Metal Low-E Double Yes 0.34 0.3 9.0 ft' 1 ft 0 In 1 ft 0 in Drapes/blinds Exterior 5 5 SE 2 Metal Low-E Double Yes 0.34 0.3 24.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 SW 3 Metal Low-E Double Yes 0.34 0,32 15.4 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 7 SW 3 Metal Low-E Double Yes 0.34 0.3 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 NW 4 Metal Low-E Double Yes 0.34 0.3 22.5 ft2 1 ft 0 In 1 ft 0 In Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 50 ft2 50 ft' 64 ft aft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 780.60 42.854 80.594 0.2190 5.9017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts lnvaliElectric Heat Pump Split HSPF: 8 18 kBtu/hr 1 sys#1 12/21/2012 9:55 AM EnergyGauge'J USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts lnvaliCentral Unit Split SEER: 14 18 kBtu/hr 540 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location F Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply ---- Return ---- Air CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler CW125 OUT ON RLF Heat Cool invali Attic 6 197 ft' Attic 53 R' Prop. Leak Free Main invalid) c 29.8 cfm 0.03 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ jJan [ Feb HeatinXJJan XFeb rj Mar Mar I A r [)j Apr [ May JXJ Jun jXj Jul 1 Ma Jun Jul Au JXJ AuSep JXJ SeOct Oct Noy Nov Dec Dec Vantin 11) Jan Feb XJ] Mar XXXJJJ A r l 111 Ma Jun Jul Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 6B 68 68 68 68 68 66 66 12/21/ 2012 9:55 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls coaling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric) or shutoff (gas). Circulating system pipes insulated to = R-2 accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 12/21/2012 9:55 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant So%vare Page 5 of 5 Load Short Form Entire House Mills Air' 6502 Forest City Rd., Orlando, FL 32810 Phone: 407-277-1159 Fax: 407-292-4390 Email: ddykes@millsair.com Web: Millsair.com Job: Kustom Restoration - ... Date: December 21, 2012 By: Milts Air Plan: Gillison Res. For: Gillison Residence, Kustom Restoration off E Htg Clg Infiltration Outside db (OF) 42 92 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (°F) 28 17 Fireplaces 0 Daily range - M Inside humidity (%) 50 50 Moisture difference (gr/lb) 23 47 HEATING EQUIPMENT Make Sample Trade SampCorp Model HPS024140-085 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8 HSPF 23800 Btuh @ 47°F 27 OF 807 cfm 0 cfm/Btuh 0.50 in H2O COOLING EQUIPMENT Make Sample Trade SampCorp Cond HPS024140-085 Coil AH024 AHRI ref Efficiency 12.2 EER, 14 SEER Sensible cooling 16940 Btuh Latent cooling 7260 Btuh Total cooling 24200 Btuh Actual air flow 807 cfm Air flow factor 0.050 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.91 ROOM NAME Area ftz) Htg load Btuh) Cig load Btuh) Htg AVF cfm) Clg AVF cfm) Bedroom 2 120 0 2287 0 114 Bedroom3 110 0 2820 0 141 Bath 2 54 0 811 0 40 Master 182 0 3878 0 193 we 25 0 208 0 10 WIC 34 0 0 0 0 Living 1__ 210 I— 0 n 4508 4n70 0 n 225 OA Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htSOft' 2012•Dec-2110:16:41 9 Right-Suile Universal 2012 12,1.03 RSU07927 Page 1 AC•CA 1:1Wrightsoft HVAC1ProjectslKuslom Restoration - Gillison Res.rup Cale = MJ8 Front Door faces: Page 1 11MR11111119pah. 0MUL P E R M IT # F MIAMI-DARE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Roam 208 AFFAIRS (PERA) Miami, Florida. 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwauiamidade,8ov/uera/ Kayean 1 Memorial Drive. Richfo•d,, VT 05476 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model D5 10" and T4 12" Vinyl Vented Soffit APPROVAL DOCUMENT: Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 1 dated 03/19/2012, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c, with the Kaytec, Richford, VT or Cowansville, QC, Canada and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein and in FBC 1715.9.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0316.01 and 11-0316.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0124.05 Expiration Date: April 20, 2016f1Z Approval Date: August 16, 2012006/ Page 110-7 K, ayean NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision I dated 03/19/2012, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitted under NOA # 05-0804.03" Test Report No. Standard Date Signature 1. AT-55983.01-106-18 ASTM D3679 01/03/06 Joseph A. Reed, P.E. 2. AT-55983.01-106-18 ASTM G155 01/03/06 Joseph A. Reed, P.E. 3. AT-55983.01-106-18 ASTM D638 01/03/06 Joseph A. Reed, RE 4. AT-55983.01-106-18 ASTM D2843 01/03/06 Joseph A. Reed, P.E. 5. AT-55983.01-106-18 ASTM D1929 01/03/06 Joseph A. Reed, P.E 6. AT-55983.01-106-18 ASTM D635 01/03/06 Joseph A. Reed, P.E 7. AT-55981.02-122-18 PA 202 & 203 07/15/05 S. A. Urich, P.E. C. CALCULATIONS 1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/27/2011, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 05-0804.03" 2. Fastener Installation Analysis, sheets 1 through 3, dated 07/27/2005, Project No. 05020010 signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (P.ERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 11-0316.01" 2. Statement letter of code conformance with FBC 2007 issued by HR Engineering, Inc., dated 05/09/2011, signed and sealed by Allen N. Reeves, P.E. 3. Distributor agreement dated 04/25/2011, Submitted under NOA # 05-0803.01" 4. Test compliance letter issued by Architectural Testing on 07/27/2005, signed and sealed by S. M. Urich, P.E. p 201 Z arlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0124.05 Expiration Date: April 20, 2016 Approval Date: August. 16, 2012 E-1 GENCRAL NOTAS-, 1, THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE (FBO) INCLUDING THOSE SECTIONS OF THE FBC PERTAINING TO THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS TESTED TO TAS-202 AND TAS-203. IMPACT TESTING TO TAS-201 IS NOT RQUIRED FOR SOFFIT. STRUCTURAL TEST RESULTS BASED ON TAS 202 WERE DIVIDED BY 1.6 AS REQUIRED BY 2010 FBC, SECTION 1716.9.4 AND 2010 FRC, SECTION R616.4, 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED ARCHITECTURAL TESTING REPORT #i55981.02-122-18. INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 4. OVERHANG RECEIVING VINYL SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY, CRACKS OR DEFECTS THAT SHALL BE ELIMINATED. 5. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUIDLING CODE AND THE MANUFACTURER'S INSTRUCTIONS. 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT 7. LABELED IN ACCORDANCE WITH 2O10 FBC, SECTION 1715.9,2 AND 2010 FRC, SECTION R616.2. 8. SOFFIT NET FREE AREA IN ACCORDANCE WITH 2O10 FBC, SECTION 1715,9.1 AND 2010 FRC, SECTION R616.1. 8.1. DOUBLE 5 10" SOFFIT 8.111. 4.2 SO INCH/LINEAL FT. 8.2. TRIPLE 4 12" SOFFIT 8,2.1. 5.2 SO INCHILINEAL FT. INSTALLATIOPJ NOTES: I. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE, 2, INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE BATTEN INSTALLATION" AND "SOFFIT INSTALLATION" SECTIONS ON SHEETS 3 AND 4. 3, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 4, FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE USE ##8 x 3" WOOD SCREW OR 48 x 3" TAPPING SCREW. PLACE ONE, SCREW PER LOCATION AND MAXIMUM 24" O.C. ALONG BATTEN LENGTH. 5. FOR INSTALLATION OF SOFFIT TO BATTEN USE 0.12" DIAMETER x 1-1/2" LONG SMOOTH, SCREW OR RING SHANK ROOFING NAIL WITH 3/8" DIAMETER HEAD. 6. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS. BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 D5 10" VENTED SOFFIT VINYL (PVC) 2 T4 12" FULL 0 VENTED SOFFIT VINYL (PVC) 3 F--CHANNEL VINYL (PVC) 4 8" FASICA VINYL (PVC) 5 0.12" DIAMETER x 1-1/2" ROOFING NAIL WITH 3/8" DIA. HEAD, USED TO ATTACH SOFFIT TO BATTEN STEEL 5 8 x 3" WOOD SCREW OR #8 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL 7 2" x 2" WOOD BATTEN WOOD VINYL SOFFIT SPECIFIR TIONS: 1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT IS MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3679, 2. T4 12" FULL 0 SOFFIT - VENTED 2.1. WALL THICKNESS: 0.047" 2.2. PANEL LENGTHS: 12' - W LONG 2.3. F-CHANNEL THICKNESS: 0.040" 2.4. FASCIA THICKNESS: 0,042" 0510" SOFFIT - VENTED 3.1, WALL THICKNESS: 0.047" 3.2. PANEL LENGTHS: 12'- 0" LONG 3.3. F-CHANNEL THICKNESS: 0.040" 3,4. FASCIA THICKNESS: 0.042" TABU OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, B.O.M. AND D.P. CHART 2 APPROVED SOFFIT PROFILES 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION AND COMPONENTS DESIGN PRESSURE (PSF) RATING SOFFIT MODEL. DESIGN PRESSURE (PSF) D5 10" VENTED VINYL SOFFIT W/F--CHANNEL 55.OPSF/w-35.Opsf T4 12" FULL 0 VENTED VINYL SOFFIT W/F—CHANNEL 55.OPSF/-35.Opsf mw ra M 2 Zv o: hQ z 6d, Q Q:i op w U.o co 4 w ww Z (0 as oongAyinp with the FlImids Banding Code Avoepttmoe No .#S. Expinition n.y I411uni i>roduct Conttd Robert J. Amoruso, P.E. Florida P.B. No. 49762 attttetrrrr JAM ES NO 4975 STATE OF NA1 3 3 3. 13.352" 3.199" 17, 4" 4.245" 308" J .48$" .801 21 1/2" MAX. SOFFIT PANEL LENGTH 45" ---i I--- T0000000000000000000000000 199" 0000000000600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 301" T00000000000000000000000 0 199" 000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 301 » 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 gg" 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 9108" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O o 0 0 0 0 0 0 0 0.125" A TRAVERS TOUT TYP. r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 a 0 a 0 a 0 a a 0 a 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000013. 352" 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 75" 1.16" nT4 1 FIZLL Q V D VfNYL SOFFIT EXTRUDEO VINYL (PVC) 0.047Y THICK NAIL HEM 1. 25" - I 3. 2 1 1.384" 5. 471 " 62» 4. 663" 21 1/2" MAX. SOFFIT PANEL LENGTH 55" I 949 C=c o Cy = 3 C3 1» C= C=o 4" Q ra o o C t= o c= t= 221" 5" TYP. o Ca © .125" TYP. m C= RIB C= C= 11.384" C o ra c ca r= c t C= = C= t o C= = 566" -- I-- 10" VENTED VINYL SOFFIT 1 EXTRUDED VINYL (PVC) 0.047• THICK NAIL HEM 1. 371 " H rL 4 U no w g w w fir% with the F10" 8w1mft cove w. oe st.oe Plo 1 - t2 S t pitt eion l b rlY M. i Pn duct Control Robert J. Amoruso, P.E. sftdda P.E: No.49752 ligaI1aaly, 1I SWES CQ` •• C ..iU ,•.tij se O: No 4975 .0 ZS* 1 0: STATE OF. 111 S eeei ;$`-- O R 1ID P;No rsess90NA1 - f-' 60 8 x 3" WOOD SCR TAPPING SCREW, ATTACHMENT FA`. SPACED 24" MA FASCIA 0 2 x 2 BATTE O TYPIC U010" MAX. FOR 12" VINYL SOFFIT SOFFIT AND 10" SOFFIT oR 2O 0 2 x 2 BATTENS TYPICAL 0 #8 x 3" WOOD SC TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. NIMUM SOUTHERN PINE MBER FRAMING 4 24" O.C. WALL 18 x 3" WOOD SCREW OR APPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 4" MAX. O.C. 01 v .. .,.., •, iv, I`IlIILJ INSTALLATION CROSS SECTION LO" AND 12" SOFFIT12" SOFFIT IMUM SOUTHERN TIMBER MING w r r— p oti ui ae pY AU PRODUCT REVISED as wa*YU* with do FWW& A OZ-at ar Exptration i llo RV r<+duct Lbntr+o! Robert J. Amoruso, P.E. Florida P.H. No. 49762 0111116181811 JAMES q''i. NO 49 M 13 ' -S TAT E AN P: s so `10NA e s r MIT # «_ -< R GENERALNOT S DESIGN REQUIREMENTS DESIGN LIVE LOADS(MINIMUM): A)ROOFS -20 PSF WIND DESIGN LOAD INFORMATION - PER FBRC 2010 SECTION R301, REF. ASCE 7-10) BASIC WIND SPEED IV..) - 139 MPH (3 SECOND GUST) Vm) = 108 MPH (3 SECOND GUST) BUILDING CATEGORY = II (ASCE 7-10) WIND EXPOSURE(ALL SIDES)=B (ASCE 7-10) INTERNAL PRESSURE COEFFICIENTS(ASCE 7-10) ENCLOSED BUILDINGS - -/-0.18 PARTIALLY ENCLOSED BUILDINGS = -1-0.55 NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-10 DEFINITIONS CLASSIFYING AS SUCH) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (p m): FOR WALL LOCATIONS-28 3 PSF, +21.2 PSF FOR ROOF LOCATIONS: -49.9 PSF, +12.2 PSF FOUNDATIONS 1: SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND 98%UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) 2. THE FOUNDATION OF THIS STRUCTURE HAS BEEN DESIGNED TO AN ALLOWABLE BEARING CAPACITY OF 2000 PSF. IT IS THE OWNER/ CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE BUILDING SITE WILL MEET THIS STANDARD WITH REGARDS TO SETTLEMENT AND SUPPORT. 3. PROVIDE TERMITE TREATED SOIL IN ACCORDANCE W/ SECTION R318 OF THE FLORIDA RESIDENTIAL CODE. IN LIEU OF TREATING THE SOIL, BORA-CARE TERMITICIDE MAY BE APPLIED TO WOOD COMPONENTS IN ACCORDANCE TO W/ MANUFACTURER'S INSTRUCTIONS, PURSUANT TO SECTION R318 OF THE FLORIDA RESIDENTIAL CODE. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATERICEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR 6.&Wl 4.WIA WWF SHALL BE LAPPED AT LEAST 6' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE G'. FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF, 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS;' ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 48 BAR DIAMETERS EXCLUDING BEND) AROUND CORNERS OR #5 CORNER BARS WITH MIN. 30' LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6, MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. BOLTS AND THREADED RODS ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER(U.N.O.) MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (im = 1500 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5, VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF V-9. U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25' UNLESS NOTED OTHERWISE ON THE DRAWINGS. B. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO TIE BEAM AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN TIE BEAM. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. DRAWING INDEX WOOD CONSTRUCTION 1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2, ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE PINE FIR OR EQUIVALENT. NO, 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. ALL 2X8'S OR DEEPER TO BE SYP. NO. 2 GRADE PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3, PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 4. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND DESIGN LOADS. S. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 6. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: LL = 20 PSF TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) OL = 10 PSF(SHINGLE TYPE ROOF COVER) OL = 20 PSF(TILE TYPE ROOF COVER) DL = 14 PSF AT OVERBUILT BOTTOM CHORD : U, - 10 PSF BOTTOM CHORD : DL = 10 PSF (15 PSF FOR PLASTER CEILING) WIND LOAD: SEE DESIGN REQUIREMENTS 7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-143 AND TRUSS MANUFACTURER'S DRAWINGS FIELD REPAIR NOTES 1. DRILL A 3/4" DIAMETER HOLE MIN. 6' DEEP AT THE LOCATION OF THE OMITTED RESAR, AND INSTALL NO. 5 BAR INTO EPDXY THE HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING TIE BEAM POUR. USE 25" MIN, LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. MAY SUBSTITUTE STRAPSICONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. (EXCEPTION: SP4/SP6/SP8 MAY BE SUBSTITUTED FOR SSP OR SP1 CBOT. PLT. & SP2 @TOP PLT). 3. FOR MORTAR JOINTS LESS THAN 114", PROVIDE (1)#5 VERT. IN CONC. FILLED CELL EA. SIDE OF JOINT (BAR DOES NOT HAVE TO BE CONT. TO FTG.) 4. WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS IN NON -LOAD BEARING WALLS 5. MISSED TIE BEAM STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP WITH (4) 1/4'k2-1/4" TAPCONS TO MASONRY AND (7) 10O NAILS FOR UPLIFT LESS THAN 860 LBS.. USE TWO MTSM16 FOR UPLIFTS LESS THAN 1720 LBS). NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW. IF GIRDER CONNECTIONS ARE MISSED CONTACT ENGINEER OF RECORD FOR SUBSTITUTION. C COVER SHEET & ROOF DEMOLITION PLAN 01 DEMOLITION PLAN 02 FLOOR PLAN 03 EXTERIOR ELEVATIONS 04 EXTERIOR ELEVATIONS 05 ELECTRICAL PLAN S1 FOUNDATION PLAN S2 FRAMING PLAN S3 LINTEL PLAN SD1 DETAIL SHEET SD2 DETAIL SHEET GILLISON RESIDENCE 1603 PEACH AVE. SANFORD, FL 32771 im BUILDING DATA FLORIDA BUILDING CODE RESIDENTIAL 2010 FLORIDA BUILDING CODE 2010 EXISTING NATIONAL ELECTRICAL CODE (NEC) 2008 EDITION FBC 2010 RESIDENTIAL - PLUMBING FBC 2010 RESIDENTIAL - ELECTRICAL CLASSIFICATION TYPE: REPAIR SCOPE OF WORK FIRE DAMAGE: REMOVE & REPLACE TRUSSES PER PLAN REPAIR CMU WALL PER PLAN NEW MECHANICAL SYSTEM (BY OTHERS) NEW ELECTRICAL SYSTEM (BY OTHERS) REMOVE t D'SCARD ILK___________________ I-=,: BEAMS II I I REMOVE 4 DISCARD BEAMS ROOF DEMOLITION PLAN 1 /8"= V-0" Q 71 REMOVE 4 DISGA TRESSES )AB SH A-...,. T7P.) II LU x N U. a O w IL a CV Di. v N O O I" j b o' LUOIQ w U 0 y w QO Q Q JLL w K OON R OF AUm D 000 to fV N ZcroNy o a04LL oCw co<.. 0 Z J LLI O a of w N 0 LLI U Z r` 9) C U) JQ LLjtL W U ZO w 0Lij 0 z a5-,U) I AML CHECKED SSPE JOB KUSGILLISON SCALE AS NOTED DATE 12.11,2012 SHT 1 OF 10 C DEMOLITION NOTES: 1. G.C. TO CONTACT DESIGN PROFESSIONAL IF EXIST. CONDITIONS VARY FROM PLANS. 2. G.C. TO VERIFY WALLS AS NON -LOAD BEARING BEFORE REMOVAL. 3. ALL CHARRED GYPSUM BOARD TO BE REMOVED AND REPLACED. ADDITIONAL WATER AND SMOKE DAMAGED GYPSUM BOARD TO BE REMOVED AND REPLACED AT G.C.'s DISCRETION OR SEALED APPROPRIATELY TO ELIMINATE ODORS. GYPSUM BOARD TO ALSO BE REMOVED AS REQUIRED TO REPLACE INSULATION AFFECTED BY SMOKE. 4. ALL CHARRED WOOD AND SHEATHING TO BE REMOVED AND REPLACED. 5. ALL WINDOWS, DOORS, CABINETRY, COUNTERS, APPLIANCES, FIXTURES AND SHELVING TO BE REMOVED AND REPLACED AT G.C.'S DISCRETION OR SEALED/CLEANED APPROPRIATELY TO ELIMINATE ODORS/STAINS. LEGEND EXISTING TO REMAIN EXISTING TO BE REMOVED C — — HATCH INDICATES EXISTING TIE BEAM, HEADERS AND CMU TO BE REMOVED PER DETAILS 7,8 &10/ SD1 REMOVE t REPLACE ! WINDOWS LL— REPLACE REMOVE t REPLACE EXIST. CABINETS t FIXTURES REMOVE t EXIST. I I I DOORS t / SHELVING i I I REMOVE t I REPLACE EXIST. DOORS t I r- I REMOVE t I I REPLACE EXIST. I DOORS t -- I r Ir/ SHELVING L_-- REMOVE t REPLACE EXIST. REMOVE t I WALLS t WINDOW I CAEXIST. PLETS ` I 4SO FIXTURES = - r- F__ I I I I REMOVE t REPLACE EXIST. DOORS t WALL REMOVE t I REPLACE EXIST. _ _ POSTS F 3 TOTAL) \\ II II II 1— l l\ l REMOVE t 1 REPLACE EXIST. IJ I FIXTURESI I I I I I I I REMOVE t REPLACE EXIST. DOOR 0 \\ m \ SD REMOVE t REPLACE EXIST. WINDOWS DEMOLITION PLAN REMOVE t REPLACE EXIST. WINDOWS REMOVE t REPLACE EXIST. CABINETS t FIXTURES REMOVE t REPLACE EXIST WINDOWS r c— ND# w U Wd0 DO LL 0 D M o to co m C cCN NM YOJZMN QNIl. u ncoz Z pUZcn< L u o Q d' a O W U r Z M 41 a) C Q LU LL a: W0' U d Z Q of r-OwU0- 0 O J_ ( D Z aC9(Dcn DESIGN DftANRJ ANIL'I CHECKED SSPE JOB KUS- GILLISON SCALE AS NOTED DATE 12. 11,2012 01 st 2 of 10 GENERAL NOTES: LEGEND 1. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE WINDOWAND DOOR SCHEDULES ON PLAN. WINDOWS & DOORS TO COMPLY WITH 2O10 FBC ENERGY EFFICIENCY CODE. 2. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS NOTED. 3. G.C. TO VERIFY ALL DIMENSIONS WITH FIXTURES TO BE INSTALLED TO ENSURE COMPLIANCE 4. H.V.A.C. SYSTEM TO BE SIZED AND DESIGNED BY H.V.A.C. CONTRACTOR 5. REFER TO FLOOR PLAN FOR CEILING HEIGHTS 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT SITE BEFORE PROCEEDING WITH ANY WORK 7. NOTES INDICATING TYPICAL CONDITIONS SHALL APPLY TO ALL LIKE AREAS UNLESS NOTED OTHERWISE 8. IF WATER BASED CEILING TEXTURE IS USED, PROVIDE 1/2" GYPSUM BOARD FOR 16" O.C. FRAMING OR 5/8" GYPSUM BOARD FOR 24" O.C. FRAMING (1/2" SAG -RESISTANT GYPSUM BOARD MAY BE USED I.L.O. OF 5/8" GYPSUM). 9. PROVIDE MIN. 1" DUCT BOARD FOR AHU DUCTS IN GARAGE AND AT CEILING OR WALL PENETRATIONS INTO LIVING SPACE (UNLESS UNIT IS ENCLOSED IN A SEPARATE CLOSET). 10. ANCHOR THE CONDENSER UNIT TO SLAB USING 1/4"x1-1/4" TAPCONS TO ATTACH 4"'L' BRACKETS INTO THE PAD AND THEN USE 3/4" LONG HEX SCREWS (2) ON EACH CORNER TO ATTACH THE T' BRACKETS TO THE EQUIPMENT. NEW 5 VERT. INSTALLATION NOTE: L INSTALLATION W/ EXISi RFTHGDRILLA3/ DIAMETEOLE (MIN. b' DEEP) IN EXIST. FTC. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE (EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. USE MANUFACTURER'S INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLTING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN GROUT FILL CELL. USE 25' MIN LAP SPLICE AT BAR HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS EXCLUDING BEND). Hatch Indicates NEW Cmu Wall T.O.W. @8'-0" A.F.F. Hatch Indicates NEW Tie Beam, Headers and Cmu Per Details 7,8 &10/ SD2 0 Indicates Existing Wall To Remain is Vert. Grout Filled Cell With (1) Vert. #5 Cont. Ftg. To Tie Beam (8'-0" O.C. Max U.N.O.)(Refer To Detail 1/02) Indicates Grout Filled Cell With (1) Vert. #5 Cont. Ftg. To Tie Beam Refer To Detail 2/02) xxx Component Design PressurexxxP9 (P •.) EXISTING SQ.FT. CALC'S EXISTING LIVING 992 SQ. FT. EXISTING UTILITY 50 SQ. FT. EXISTING CARPORT 316 SQ. FT. TOTAL UNDER ROOF 1,358 SQ. FT. NOTE: G.0 TO FIELD VERIFY WINDOW/ DOOR SIZES PRIOR TO WINDOW/ DOOR PURCHASE. LOCATIONS OF NEW REINFORCEMENTS MAY BE VARIED BY CONTRACTOR +/- 8" TO AVOID BLOCK WEBS AND/OR OTHER IMPEDIMENTS NEW 5 VERT. INSTALLATION NOTE: I. INSTALLATION Uk, EXIST. FTCv AND TIE BEAM DRILL A 3/4' DIAMETER HOLE (MIN. &' DEEP) IN EXIST. TIE BEAM AND EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. USE MANUFACTURE'S INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN GROAT FILL CELL. USE 25' MIN. LAP SPLICE AT BAR. NEW PT. 4x4 POST 4 PLACES) NEW TIE BEAM REFER TO NOTE ABV. FOR INSTALLATION OF NEW 5 VERT. IN GROUT FILLED CELL NEW CMU WALL 25' MIN LAP EXIST. FTG TO REMAIN EXIST. TIE BEAM TO REMAIN REFER TO NOTE ABV. FOR INSTALLATION OF NEW 5 VERY. IN GROUT FILLED CELL EXIST. CMU WALL 25' MN. LAP EXIST. FTG TO REMAIN ONEWVERT. NEWVERT. REINFORIO NEW VERT. REINFORNEW VERT. REINFOR. DETAIL 1 1/4„=1_0.1 DETAIL 2 1/4"=V-0" zo. o + 20.0 zr. e + z(.z zl.e 35 SH zz" 9 35 SH EGRESS 22 SH EGRE59 FLOOR PLAN 1/ 8"=1'-011 FT-_ 1 N NN I m EXIST. MSTR. BATH S'- O' CLG N a N NN h + I NA T 10 CO0N0 m CEO rNCN rn C) U-) 6 o LL N LL t` U) 4 c') ZF0 CQUZ¢ U)< LU O a dO ccj I — W N J LL O F- Lu O WLuJu LL W U Z WQ J LLZ U Qw O a O cy) LL O J_ O Q cra.Z5 - U) AML CHECKED SSPE eoe KUS-GILLISON SCALE AS NOTED DATE 12.11.2012 SHT 3 OF 10 02 w 0 zO a 0nw0 LAP SIDING (INSTALL PER MANUF. SPECS) ON E, RFELT ON APPROVED MOISTURE BARIER OVER 1/2' PLYIWOD OR 1/I6' OSB. SHEATHING ( FASTEN PER PLAN). 2 4 FLASHING PER DETAIL 2/SDI BEARRJG ai LU IXI n 4 ¢ us v7 PAINTED CMU TO MATCH EXISTING i 1 i y nJ z ri M Q O Z L N O FM. FLR v w GRADE a Q k LL EXISTING STRUCTURE TO W O UREMAINUNCHANGEDp Z O0 CO r m co N w rn Utiit)u nM FRONT ELEVATION o ZMN OJ I` N w N 0 cm N 11J O Q Of o U UZa O O m rn Z O O ZO z 2 L W Luo W r ASPHALTSHINGLESTO MATCH EXISTING OFF - RIDGE ROOF u VENT ( TYP.) z U) o y m c o0 W cl wU8EARMG a N a 0 4 W 1 1 L1J = LLLL U Z f— O w W U a-p LLLu J M Z of 3 CD FM. FLR N DESIGN DRANK AML GRADE '" EXISTING STRUCTURE TO 0 REMAIN UNCHANGED r 0C-- ED SSPE w JOB KUS-GILLISON SCALE AS NOTED DATE 12.11.2012 w O RIGHT rn ELEVATION w 11. 03 SNT 4 OF LAP SIDING (INSTALL PER MANUF.— SPECS) ON IS' FELT ON APPROVED MOISTURE BARRIER OVER 1/2' PLYWOOD OR'1/16' OSB. SHEATHING (FASTEN PER PLAN). BEARMG GRADE 12 Q 4 FLASHING PER DETAIL 2/SDI EXISTING STRUCTURE TO REMAIN UNCHANGED REAR ELEVATION 1 /8"=1'-0" REMAIN UNCHANGED MATCH MX15TING LEFT ELEVATION 1/8"=1'-0" Y N M gam# 2O W Q OO U y 0- CQ m cLL1NMUrt¢¢ Zc jNyO . U) * c04o m<Wp Z0Za("g w Oa ac'j o a O w w FU U w% S LU W J , w d ` w U Z 0 Q -i ZU Q O W w cod LLO O J_ O Z d:5Ffn AMLI KUS-GILLISON SCALE AS NOTED DATE 12.112012 04 SHT 5 OF 10 ELECTRICAL NOTES: 1. THIS ELECTRICAL PLAN IS TO BE USED FOR PLACEMENT PURPOSES ONLY. DESIGN AND CALCULATIONS TO BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 2. LOCATION OF EXISTING UNDERGROUND UTILITY LINES AND STRUCTURES SHALL BE DETERMINED AND VERIFIED IN THE FIELD PRIOR TO COMMENCING WORK, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR HIS DAMAGE TO OTHER TRADES. 3. ELECTRICAL BOXES INSTALLED IN FLOORS, WALLS, OR CEILINGS SHALL BE MOUNTED FLUSH WITH FINISHED SURFACE AND CONDUITS AND/OR CABLES SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 4. EXTERIOR, GARAGE, KITCHEN, BATHROOM OR ANY OUTLETS WITHIN 6' OF A WATER SOURCE ARE GFI. 5. ALL SMOKE DETECTORS TO BE INSTALLED PER NEC 2008. 6. ALL 15-20 AMP BRANCH CIRCUITS THAT SUPPLY OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE PROTECTED BY AN ARC -FAULT INTERRUPTER(S) OR COMBINATION TYPE. 7. ALL ELECTRICAL WORK AND APPLIANCES SHALL CONFORM TO NEC 2008. 8. EXCEPTIONS FROM GFI REQUIREMENTS SHALL BE PERMITTED PROVIDED LOCATION WHERE EXCEPTION IS DESIRED IS ALLOWED PER NEC 2008. 9. CARBON MONOXIDE ALARMS AS SHOWN PER PLAN. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, BE INTERCONNECTED AND HAVE BATTERY BACKUP. A SINGLE COMBO DETECTOR MAY BE USED ILO INDIVIDUAL SMOKE & CARBON MONOXIDE DETECTORS. 10. ALL 120 VOLT 15-20 AMP RECEPTACLE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER NEC 210.12(B) SHALL BE TAMPER RESISTANT TYPE PER NEC SECTION 406.11. NOTE: ALL EXISTING ELECTRICAL OUTLETS & FIXTURES NOT ADDRESSED TO REMAIN. ELECTRICAL LEGEND SINGLE POLE SWITCH g THREE WAY SWITCH 6 OUTLET 110-115 eF.I. OUTLET 110-115, GROUND FAULT CIRCUITINTERRUPTER WP OUTLET 110-115, WATER PROOF G.F.I. OUTLET 110-115, SPLIT WIRED OUTLET 110-115, CEILING MOUNTED OUTLET 110-115, FLOOR MOUNTED 220-240, SPECIAL PURPOSE OUTLET LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED LIGHT FIXTURE, HANGING LIGHT FIXTURE, RECESSED Cr LIGHT FIXTURE, VAPOR PROOF RECESSED EYEBALL, ADJUSTABLE PC LAMP HOLDER W/ PULL CHAIN FLUORESCENT FIXTURE QQ FLOODLIGHTS TELEVISION OUTLET TELEPHONE OUTLET 4 INTERCOM CHIMES SD SMOKE DETECTOR CARBON MONOXIDE DETECTOR EXHAUSTFAN QO DISPOSAL L_ DISCONNECT SWITCH ELECTRICAL PANEL F CEILING FAN, INSTALLED CEILING FAN, PREWIRED J JUNCTION BOX O DIGITAL THERMOSTAT METER EXIST. BEDROOM 2 4 r- 9D I 9D EXIST. BEDROOM3 II 1 • xls TOR< EXIST. CARPORT EXIST, MASTER BEDROOM 9D R rn7- x 4KITCHEN xIST. LIVING ROOM ELECTRICAL PLAN 1 /8"=1'-0" EXIST. MSTR. BATH zO a Uujw0 J Q U_ Z Qw JJ U a w w J WU) W U Z p W N W Q LJL Z UQ I -Ow wUn-0 O Z _ o QaOZoU AML CHECKED SSPE JOB KUS-GILLISON SCR E AS NOTED DATE 12.11.2012 SHT 6 OF 10 05 G.G.TO VERIFY 12' DEEP CONC. FTG. F NON -EXIST. UNDERMINE NEW FTG. PER DETAIL 2/91 PT F'OST MR EX,_ PT POST PER PLAN SLAB POST ANCHOR EXIST CONC PER PLAN F'OST SLAB ANCPERPLANHOR mo s I gamogio a CONIC. FTG. 0431. (3) S'S EAW1 24'. 24 WAY Pffiffl, 31" 12'd CONr. FTG. WAY -— CLEAN C40MPACTED FILL . S5% STANOARD CLEAN COMPACTE DENS TY AND FILL - 55% STANDAFM TEfal TE TREATEr) CIENS TY AND TEW TE TllIEA D j -) UNDERMINE FOOTING UNDERMINE FOOTING 3/ 8"=V-0" I) DETAIL 1 3/8"=l ol DETAIL 2 UNDERMINE NEW F76. PER DETAIL I/Sl FOUNDATION PLAN 1/ 8"=11-011 w O U4 CLLC*- i vi CD z Pi LLJ . 4 OLL C) 04 2 IS 1 00 04cl) Q) cj LL 04 04 W z cl) 6i 0 z L) U) < z LLI 0 O X C) Lu w Aw F z w LLI W> r- c') U < wLL UET z < 0 w C) U) cL 0 Lu LL z o0 _j c:) Z5 Zo < U) DE.— DRANK AML 0 C--EO SSPE JOB KUS-GILLISON AS NOTED DATE 1211.2012 rc si BHT 7 OF 10 FRAMING NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN, 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-1-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS. 9. GC TO VERIFY OVERHANGS, SLOPES, AND OTHER TRUSS GEOMETRY BEFORE TRUSS PURCHASE. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 7/16" O.S.B. OR 15/32" (MIN.) PLYWOOD. REFER TO DETAIL 1 SHEET SD1 FOR NAILING PATTERN SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS TRUSSES). PROVIDE PLY CLIPS @24" O.C. MAX. AT ALL UNSUPPORTED ROOF SHEATHING JOINTS, 2x4 BLOCKING, w/ (2) 10d NAILS EA. END, SHALL BE USED @ALL UNSUPPORTED HIP AND RIDGE AREAS. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" PLYWOOD OR 7116" O.S.B. AND SHALL BE NAILED 6" O.C. ON EDGES AND 12" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NAI LS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING -SHANK GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0.28" MIN. NAILS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. CONNECTION NOTES: ALL TRUSS TO EXISTING MASONRY CONNECTORS TO BE SIMPSON MTSM16 w/ (4) 1/4"x2-1/4" TAPCONS U.N.O. ALL TRUSS TO FRAME CONNECTORS TO BE SIMPSON H10(SINGLE PLY) OR H10-2(2 PLY) U.N.O. MTS20 OR BETTER TO BE USED ON ANGLED WALLS. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRC 2010 EDITION 4. ROOF VENT AREA FORMULA: SQ. FT. OF CLG. - AREA OF FREE VENTILATION REQ'D. 150` 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE CONNECTOR LEGEND I MTSM16 w/(4)1/4"x2-1/4"TAPCON TO CMU QHGAM10 EA. END AND @37'O.C. 3 HGA10 EA END AND 0 37' O.C. H10 OHUSC412 W/(6)1/4"x2-1/4"TAPCONS TO CMU OLSTA24 EA. BEAM TO POST ABU- POST TO -G. W/ 5/8" ALL THREAD ROD (MIN. 7-3/16" EMBED). DRILL & EPDXY W/ SIMPSON SET EPX. 0 HUSC412 BEAM TO BEAM PROVIDE ( 3)1/Y' DIA ALL THREAD ROD POST TO CMU. OCOUNTERSINK AS REO'D. (6" FROM TOPBOT. AND CENTER) DRILL & EPDXY W/ SIMPSON SET EPX. MIN. S' EMBED. PRODUCT APPROVAL CHART SIMPSON CONNECTOR FLORIDA PRODUCT APPROVAL# H1 H10 H10- 2 H3 HTS ( ALL) FL10456 LTS ( ALL) MTS ( ALL) SSP ABA ( ALL) FL10849 HGA10 FL11470 LTT19 FL11496 LSTA ( ALL) FL10852 LSU ( ALL) FL10447 MTSM16 FL11473 COLUMN SCHEDULE I O I 4x4 PT SYP. N0.2 POST 2X4 BLOCKING AT BRACE END AND ADJACENT BAYS W ( 2T0dx3' NAILS EA END ROOF SI-E:ATHMG 4 FASTENING Sd NAILS • 6' OL.—\ PER PLAN TO EA BLOCK 11 I I (6) 16d NAILS 2x4 BRACE SUPPORT BRACE TO CONNECT TO ADJ. TRUSS LOCKING WEBS W (2) I&d NAILS F RE_ENC. TRUSSES AND TO BRACE m/(2) PER 10d NAILS 7 2X4 I I(RACE AT 48' I IC' 6'- 0' FROM EAVES TOO 10dx3' NAILS • 4 d C'NAILS • 4' OL. VAO' OL. TO BLOCK BELOW BLOCK BELOW NOTE: NOTE: NOTE: LANS ARE NOT TO BE USED FOR TRUSS X- BRACES ARE TO BE INSTALLED AT EXISTING EMBEDED TRUSS ANCHORS THESE P FABRICATION. CONTRACTOR TO FIELD VERIFY TRUSS 45° ANGLES PER DETAIL. LINES ARE NOT TO BE REUSED. SHOWN ON THIS PLAN ARE ONLY TO SPANS, OVERHANGS, SLOPES AND OTHER TRUSS REPRESENT LOCATION, NOT NUMBER GEOMETRY PRIOR TRUSS PURCHASE/ OF BAYS CROSSED OR ACTUAL FABRICATION. INC. IS NOT RESPONSIBLE FOR TRUSS GEOMETRY I AND/ OR MEASUREMENT ERRORS LENGTH. 1, BLOCK WY *14' O.C. AT IM TWO BAYS W/ (3) 10dX3' NAILS EA END 2x' S -24' OL. 111 10dx3' tour. Sur. NAILS EA END 1. 4 SUB -FASCIA 1X LEDGER W/ 2) 10dx3' ia• NAILS • 0' OL. nex 6) V d NAILS 1/0' (MIN.) TEXTURED BRACE TO BRACE CEMQNTIT101J9 FIN. ON METAL LATH ON 99 FELT ON APPROVED MOISTURE BARRIER d NAILS BRACE OVER GABLE END 3LOCKNG SHEATHING (FASTEN N. PER PLAN) HGA10 EA END AND . 32' D.C. GABLE TO BEAM 2. 4 BLOCK • 48' 2.4 BLOCK • 40— 2x4 BLOCK • EAR PER OL. W/ (2) 10dx3' OL. W/ (3) 16d BRACE W/ (27 10dxV BE' M PLANENDNAILS EA. END NAILS EA TRUSS ENDNAILS EA END LGAIO EA BLOCK TO TIE BEAM NOTE: BRACE 45'FROM HORIZONTAL REFER TO TRUSS MANUFACTURERS DRAWINGS F2-4 10.) REFER TO FRAMINGPLAN AND SCSI 1-03 FOR ADDITIONAL BLOCKING R LOCATION. AND BRACWi R=CUIREMEINTS OGABLE END CONN. @ PORCH 1/4"=1'-O" 2. SF 4 ROOF FRAMING PLAN 1/ 8"=1'-0" U W n O W w FN a ui , h m N z u w s ow 4aL)) a O QO wrc U) C o z C) m fV 0 T (o1.- 00 vOwi U LoQNM ll1JJOJ CZCVo i r-- CN LL U) 0l) 2r ~ tGCQp1 DOU Ljj OJ Z oc Z ¢ Q a LU Q 0 U a O chi D Z_ Z m o J 0 0- u' ff nn ZOWVJ z Z 2 y. H- y U W w W Q N 11l0wZ y o C W cc wCiLU W N L C aQZUp 1,- 0 C7 Z d // n DESIGN OR— AML OCHECKED SSPE O wJOB KUSGILLISON w SCALE AS NOTED D NDATE 12.11.2012 a S2w SHT 8 OF 10 PRECAST NOTES: wl0 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES ATTHE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING, 5. ALL LINTELS MEET OR EXCEED L1360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 8" NOMINAL BEARING. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENTAND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. TYPE DESIGNATION FF = FILLED WITH GROUT U = UNFILLED LXFX-XB LINTEL MARK I NOMINAL HEIGHT - L # OF BARS @ BOT 5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR 0 C.M.U. Q.-BOTTOM PRECAST LINTEL GROUT (PER PLAN) 5 REBAR AT BOTTOM OF LINTEL CAVITY (PER PLAN) REINFORCING PROVIDED IN LINTEL 8' 7s18'ACTUAL NOMINAL WIDTH VARIES) PRECAST LINTEL LOAD TABLE COMPSITE W/ 1 #5 TOP & BOTTOM GROUT FILLED SOLID LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST-CRETE, QUALITY PRECAST CO., WEKIWA CONCRETE, LOTTS CONCRETE, AND FLORIDA ROCK IND. MARK MAX. CLR. OPENING 6" DEEP 14" DEEP 22" DEEP 38" DEEP 8" DEEP 16" DEEP DEEP L1 1'-6" 3984 3665 X X 3166 6039 000 L2 2'-7' 2745 3665 X X 3166 6039 000 L3 3'-7' 1384 3665 X 2000 1974 4616 24 L4 4'-6" 1025 3960 2000 X 1D60 2483 R40"494849 50 L5 6-4" X X X X 1261 2653 L6 6'-7' 524 N/A X X 1055 2542 47L88'-0" 340 N/A X X 635 1534 27 1-9 9'-0" 293 N/A X X 483 1170 1857 2404 L10 10.-0.. 212 N/A X X 483 1170 1857 2555 111 11'-0" 171 N/A X X 488 1224 1966 2721 L12 12'-0" 128 N/A X X 419 1053 1692 2341 L13 17-8" WA N/A X X 419 1053 1692 2341 L14 13'-4" N/A N/A X X 334 B42 1352 1879 L16 16'-0" N/A N/A X X 272 611 988 1380 L18 18'-01, N/A N/A X X 240 611 1400 1980 L20 20'-0" N/A N/A X X 183 610 1300 1831 L21 20'-8" N/A N/A X X 183 610 1300 1831 L22 22'-8" N/A N/A X X 130 470 1250 1831 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. ex. 1-31`12 = L3F8) LINTEL PLAN 1 /8"=11-0.1 wO z¢ d QOo N CID, QQ mgyp1.- N rn U Lr)u 04C O Z In(V O J Nw LU m kMOj OUZaW< W 0< O ol rel W U Z ^ N C0Mcl) w Q W LL Z Q Ow c Wa0 0 O Z1 F5 TnO- DESIGN DRAWrN AML CHECKED ____ ao6 KUS ILLISON SCALE AS NOTED DATE 12,11.2012 HT 9 OF 10 S3 TYPICAL WOOD FRAMED — WALL OR PRE-ENGINEERED TRU55. SIDING (INSTALL PER MANMANUF. SPEC5)ON APPROVED MOISTURE BARRIER OVER I1/2' PLYWOODSHEATHING OR(FASTElMN' OSB.PERSUPLANI EXT. SHEATHING TO r STOP ABOVE CMU y (V4' MAXJ ZONE: ® Bd RING -SHANK Oz. EDGES 4 12' OL. FIELD ROOF NAILING PATTERN 6' ' OL. EDGES oz. FIE ZONE: 0dRING -SHANK s62 12' LD ZONE: ® Bd RING - SHANK 66' OL. EDGES 6' OL. FIELD HIN VAPOR BARRIER TO PASS IN FRONT OF FLASG FLASHING NOTE: ALL ROOF SHEATHING JOINTS TO BE STAGGERED TYPICAL CMU WALL OROOF NAILING SCHEDULE O FLASHIN DETAIL N.T. s. DETAIL NEW TIE B'' EN RINJ@G BAR EXIST. TIE BEM'' DRILL A EPDXY 5 5 CORNER BAR CORNER BAR INTO EXIST. TIE 15EAM w/ 5' GROUTED CELL EMBED. 25' MIN LAP . GROUTED CELL ALL LAPS 25' MR OTYP. CORNER WALL REINFORCING N. T J W GROAT TIE BEAN COARSE SOLID NO I. e' cm —\ 3/4"=1'- 0" L5 CONT. IN TIE BEAM COURSE PROVIDE HANGERS TO HOLD BAR IN PLACE DURING POUR REFER TO MAN SPECS. FOR SPACING REQUIREMENTS IF REQUIRED HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2' HOLD 15 MET PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED TIE BEAM DETAIL NEW 5 VERT. INSTALLATION NOTE, L INSTALLATION W/ EXI5T. FTG DRILL A 3/ 4' DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE ( EPDXY TO BE SIMP'50N STRONG TIE EPDXY OR EQUIVALENT. USE MANUFACTURER' S INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRE5 5ED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER' S SPECIFICATIONS, THEN GROUT FILL CELL. USE 25' MIN LAP SPLICE AT BAR HOOKS AT TOP OF BAR TO BE MIN 12 BAR DIAMETERS (EXCLUDING BEND). 2X4 BLOCKING AT BRACE END AND ADJACENT BAYS W/ (2110dx3' NAILS EA END 6) 16d NAILS TO BLOCKING 2x4 BRACE SUPPORT CONNECT TO ADJ. TRU WE55 w/ (2) 16d NAILS AND TO BRACE w/ (2) 16d NAILS 1, BLOCKING 124' OL. AT III TWO BATS LIP (3) 10dX3' NAILS EA END 8d NAILS • 6' OL. TO EA BLOCK CONT. 514T. ROOF SHEATHING I I FASTENING PER PLAN ( 6) 16d NAILS Tq BLOCKING PRE- ENG. T1; W5SES PER PLAN 6) 16d NAILS BRACE TO BRA 2X4 BRACE AT 48' OL. — 4 6'-0' FROM EAVES r/ 2x4 BLOCKING • BRACE END W/ (3) I&d NAILS TO 10dx3' NAILS • 4' TO BLOCK BELOW 166 NEW TIE B'' EN RINJ@G BAR EXIST. TIE BEM'' DRILL A EPDXY 5 5 CORNER BAR CORNER BAR INTO EXIST. TIE 15EAM w/ 5' GROUTED CELL EMBED. 25' MIN LAP . GROUTED CELL ALL LAPS 25' MR OTYP. CORNER WALL REINFORCING N. T J W GROAT TIE BEAN COARSE SOLID NO I. e' cm —\ 3/4"=1'- 0" L5 CONT. IN TIE BEAM COURSE PROVIDE HANGERS TO HOLD BAR IN PLACE DURING POUR REFER TO MAN SPECS. FOR SPACING REQUIREMENTS IF REQUIRED HANGERS NOT REQUIRED IF LINTEL BLOCKS ARE USED AND 2' HOLD 15 MET PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED TIE BEAM DETAIL NEW 5 VERT. INSTALLATION NOTE, L INSTALLATION W/ EXI5T. FTG DRILL A 3/ 4' DIAMETER HOLE (MIN. 6' DEEP) IN EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE ( EPDXY TO BE SIMP'50N STRONG TIE EPDXY OR EQUIVALENT. USE MANUFACTURER' S INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRE5 5ED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER' S SPECIFICATIONS, THEN GROUT FILL CELL. USE 25' MIN LAP SPLICE AT BAR HOOKS AT TOP OF BAR TO BE MIN 12 BAR DIAMETERS (EXCLUDING BEND). 2X4 BLOCKING AT BRACE END AND ADJACENT BAYS W/ (2110dx3' NAILS EA END 6) 16d NAILS TO BLOCKING 2x4 BRACE SUPPORT CONNECT TO ADJ. TRU WE55 w/ (2) 16d NAILS AND TO BRACE w/ (2) 16d NAILS 1, BLOCKING 124' OL. AT III TWO BATS LIP (3) 10dX3' NAILS EA END 8d NAILS • 6' OL. TO EA BLOCK CONT. 514T. ROOF SHEATHING I I FASTENING PER PLAN ( 6) 16d NAILS Tq BLOCKING PRE- ENG. T1; W5SES PER PLAN 6) 16d NAILS BRACE TO BRA 2X4 BRACE AT 48' OL. — 4 6'-0' FROM EAVES r/ 2x4 BLOCKING • BRACE END W/ (3) I&d NAILS TO 10dx3' NAILS • 4' TO BLOCK BELOW 166 3) I& d NAILS BRACE J 1.4 BLOCK • EA 2x4 BLOCK • EA TO EA BLOCK BRACE W/ (2) 10dx3 BRACE W/ (2) 10dx3' 6 TOTAL) ENONAILS EA END ENONAILS EA. END NOTE: NOTE; 2x4 BRACE 45' FROM HORIZONTAL (- 10') REFER TO TRUSS, MANUFACTURERS DRAWINGS MID REFER TO FRAMING PLAN FOR LOCATION. SC51 I-03 FOR ADDITIONAL BLOCKING AND BRACING REQUIREMENTS OGABLE END CONNECTION @ EXIST. CMU. WALL 1/4'•=1'_o•' NOTE: TUCK POINT ALL CRACKED MORTAR JOINTS A PROVIDE EPDXY FILL AT ALL CRACKED BLOCKS TO REMAIN EXIST. FINISH TO REMAIN EXIST. GABLE END TRUSS TO REMAN NEW IR' SAG - RESISTANT CLG. BD. AS REQ'O. NEW PT NAILER — AS REQ'D. NEW IR' DRYWALL — AS REO'D. EXISTING PRECAST LINTEL TOREMAIN (UNDJ 3)16d NAILS EA BLOCKING TO TRUSS LSTA* BEND OVER BCT. CHD.( FASTEN TO BLOCKING EXI. FACE OF T. CHID.I PROVIDE INSULATION F'ER ENERGY CALLS AS REQ'D. WGAn EA END NEWP.T. AND -0 AND32' OL. If GABLE TO BOND 2'-0' OZ, L. AS A9REQ'D. BEAT' PT. 2, 5 CLG. NAILER IN NEW P.T. NAILER— AS Q'D. BETWEEN HGAMIO. CUTJAILED EXIST. CONC. TO TIE BEAM •12' OL. SLAB TO REMAIN FLASHING AS REQ' D EXIST. CMU WALL TO REMAIN EXIST. TIE BEN'' TO REMAIN TYP. UNDJ NEW TIE BE w/ DRILL 4 EPDXY 5 BAR U 5 CONY. PER INTO EXIST. TIE BEAM w/ 5' DETAIL 41501 CORNER REINFORCING EMBED. 25• MIN LAP. HOOKS PER NOTE I PER DETAIL 3/ SD2 NEW TIE BEAM w/ (U 5 CONT. I'-4' EXIST. TIE BEAM ABV. (TYP.) NEW TIE BEAM w/ lU '-8 PER DETAIL 4/SDI i0 REMAIN (TYP. 5 CONY. PER DERAIL I I HOOKS PER NOTE I ON UNDJ DETAIL 8/ 501 (TYPJ s __-- 2L= - CORDER REINFORLRJG x -n. .__ ,__ _ __ CORNER CORNER PER DETAIL 3/ SDI 9 REINFORCING PER LINTEL PER PLANDETAIL3/SDI REINFORCING PER m NEW TIE BE w/ (U 5 CONY. DETAIL 3/3D2 NEW C71U PER DETAIL 4/501 NEW CMU ! \ WINDOW NEW CMU REMAIN (TTPJ OFRONT WALL REPAIR AREA , DOOR HATCH NDICATE9 EXIST. CMU WALL TO REMAIN (TYPJ OPENIN+7 HATCH INDICATES NEW CM EXIST. WALL i0 REMAAININ (TYPJ REFER TO NOTE 2 FOR NSTALLATION OF NEW 5 VERT. IN GROUT FILLED CELL REFER TO NOTE I ON I DETAIL 8/8D1 FOR 25' M rFL LAP ( TYPJ INSTALLATION OF NEW 5 VERT. N GROAT INDICATES it FILLED CELL CMU WALL 1AIN (TYPJ 25' MIN LAP (TYPJ HATCH INDICATES EXIST. FTG TO EXIST. CMU WALL TO REMAIN (TYPJ REMAIN (TYPJ o\o\\\\\\\\\\\\\\\\\ EXIST. FTG TO EXIST. FTG TO REMAIN ( TYPJ REMAIN (TYPJ STORAGE WALL O LEFT WALL 10 ENTRY DOOR WALL REPAIR AREA REPAIR AREA REPAIR AREA 4' -1'-0 1/4"=1'_O" 1/4"=1'-0" 14 _ NEW WD TRUSSES •24' OL. PER PLAN PROVIDE R- 30 MIN. INSULATION HURRICANE ANCHOR AT EACH TRUSS 'REFER TO ROOF PLAN) NEW ASPHALT SHINGLES APPLIED ACCORDING TO MANUF. SPEC F£ _.) ON (2) LAYERS15- ROOF FELT CN ROOF SHEATHING ON ROOF TRUSSES AS REQ' D. ALUM. DRIP EDGE O Ixb FASCIA CL 2x4 CONY. SUB -FASCIA w/(2) 10d END NAILS VENTED ALUM. SOFFIT W INSTALL PER MANUF. O SPEC.) EXISTING TIE -BEN'' TO REMAIN (UNOJ WINDOW R w AN FLOOR PLAN Q NEWWINDOWSILL AS REO'D. _ U EXIST. PRECAST N CON _. SILL TO REMAIN p UU Uj w CV Q U O IO EXISTING PAINTED N CMU WALL TO REMAIN p Z MAN FLOOR EEV 0'-0' Q w GRADE < 0 k O LL U N EXISTING FOUNDATION D ^ TOREMAINo C 00 w m U r r N NM O6 WALL SECTION o C Z M N a- EXIST. CMU WALL 3/8"=1'_0 ui N N W r EXIST. CONC.— SLAB TO REMAIN Z mQMO-O..®. o T UwJ0g Z K LJJ Oa w W N O 0 U 0 z am 0PRE-ENG. TRUSS 0 co 24' OL. 0 J Q ZO a Lu JItsZHW y LLI UJ U Q) Ccri O W CCI W U PANTED CMA) r Z LL1 N C a OW Z VERTREINF. BEYOND Uexex6 caNc. Z Z Q Rf BLOCK S H 0 LLI Wcna0 w J Z S O J_ QZoFFDESIGNdco OI - AML CHECKED SSPE D W L_ paDs KUS-GILLISON r EXISTING 0 FOUNDATION TO ww SCn AS NOTED DATE 12.11.2012 REMAIN 0 It Q11 WALL SECTIONJSD1 @ NEW CMU WALL3/8"=1'-0" SHT 10 OF 10 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ Documented Construction Value: S Job Address: % ®3 PC=/C S t .5/4py%/2D Historic District: Yes No Parcel ID• Zoning: Description of Work: //ZL" hby,Sc= Plan Review Contact Person: Title: Phone: Fax: E-mail: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? Contractor Information Name C E (,, C IC- <:W=1 C: rNC ' Phone: W Y73- 6";2.2 Street: 177/ .90iy/Mic.v 5 Fax: ss6—s6i— 96 City, State Zip: State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E- mail: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical ( Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: np-. , qN 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. 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 may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: 1 Signature of Contractor/Agent Date UTILITIES: Print Contractor/Agent's Name S. /3 to of FloridAEBBIE BLANTOdpate Notary Public - State of Florida My Comm. Expires Feb 25. 2015 Commission # EE 60182 Bonded Through National Notary Assn. Contractor/Agent is Personally Known to Me or Produced ID Type of ID • I I 10 WASTE WATER: BUILDING: Rev 11.08 077W 0 L130 G 31-1-i" TO v"--J Kuliom US, Inc. 265 Hunt Perk Cove t PVNood. FL 32760 Ph: 407-965-1940 C') SUBCONTRACT To: Subcontract M 30093-4 C & G Electric Onto: 0012013 2T71 Summh:rfield St Job: 12-04.30093 1803 Peach Ave- GMisort Dalton, FL 32738 Job Address: 1603 Peach Ave Sanford, FL 32771 Description: Electrical Scope of work: 1 Electrical 3,066.00 Total Subcontract Amount: $3,066.00 Incluslorw Start Date: 03/11/13 Completion Date; 05/15/13 Draw Request 30% $919.80 dhange Orders Arry invoicedcharges for work performed outside of your original scopddontractamount must be submitted with a change order signed by a Kuetom employee. Kustom will NOT pay for any additional work completed unless accompanied by a signed change order. Only Kustom employees can at4horize additional work Anything signed by anyone other than a Kustom employee will not be accepted. 4e_q_[&' . G Electric Date atom US. Inc. Date Page 1 of 1 Apr 08 13 09:53p Four Towns Plumbing 3866687529 p.1 K4 hj CITY OF SANFORD BUILDING $ FIRE PREVENTION PERMIT APPLICATION Application No• _Documented Construction Value: $ . Job Address: '0 e-Historic District: Yes No Parcel ID: Zoning: Description of Work: Ale 0Z t . ram- Plan Review Contact Person: ' Title: Phone: 4 ` bfc yN y Fax3K.64 k? - 75 ._ E-mailftlk r(E'rav, j r> %c v ;, e o •ry Name Street: City, State Zip: Property Owner Information Phone: Resident of property?: Contractor Information Name ov r S pL +,. 13/i l /C Phone:3 94 46 y 4l2 Street:l/ 5'rsrf Xi - City, _ Fax: 3 b' State Zip: 3 Z 7 3 State License No.: C"f=C 1 a a 13 Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: ArchitectlEngineer Information Phone: Fax: E-mail- Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical 0 (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Apr 08 13 09:54p Four Towns Plumbing 3866687529 p.2 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. 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 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 requiredfromothergovernmentalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate theplanreviewfeebasedonpastpermitactivitylevels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agem's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID _ Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Signature o oor/Agent DW Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: FIRE: BUILDING: Rev 11.08 Apr 08 13 09:54p Four Towns Plumbing 3866687529 p.3 FOUR 7 ClufVNS PLUNP NG INC. r DEBNe'"R , 7-1 PROPOSAL SUBMITTED TO: NAME: Kustom US RESS: 265 Hunt Park Cove E-MAIL: ap@kustom.us PHONE NO: 407-965-1940 PH # (330) 0—e8-442 FAX (33E) 663-7529 WORK TO BE PERFORMED AT: NAME: FI. JADDRESS: 1603 Peach AV Date of Architect: We hereby propose to furnish the materials and perform the labor necessary to: PROPOSAL PROPOSAL NO. 10568 SHEET NO. DATE: 5, April 2013 FI. Provide and install hot and cold water system to feed plumbing fixtures using CPVC/PEX pipe. Rod out I snake all existing drains in the house. Provide and install drain and vent piping from the existing pipes above floor. Provide and install one steel white bathtub with tub and shower valve. Provide and install two ADA toilets. Provide and install two lavatory faucets on Kustom provided and installed vanities. Provide and install one stainless steel kitchen sink and faucet Provide and install one washing machine box. Provide and install one 40 gallon electric water heater. Provide and install three sill cocks. NOTES: Plumbing permit cost up to $200.00 included in this price. All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings arspecificationssubmittedforabovewortsandcompletedinasubstantialworkmanlikemannerforthesumof: FIVE THOUSAND FIVE HUNDRED DOLLARS ($5,500.00) Upon completion Submitted by Mike Juhlin Pres. Any Atteration or deviation from above specifications involving extra costs will be executed only upon written order and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tomado, and olher necessary insurance. Our workers are fully covered by Workers Compensation Insurance. If either party commences legal action to enforce its rights pursuant to this agreement the prevailing party in said legal action shall be entitled to recover its reasonable attomey's fees and costs of litigation relating to said legal action, as determined by a court of competent jurisdiction. DATE: EPTANCE OF PROPOSAL SIGNATURE JAN 3 2013 REVISION Permit # 13 - ` C, / Revision # Project Address: Contact: Q I" Ph: q0-z — 6 5S- ,C 6 Fax: Email: i t-k, f4,4,rSoA KSTOM • td S Trades encompassed in revision: 0 Building /`t,// 17 0ll Plumbing Electrical Mechanical Life Safety Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ao-rgt ROUTING INFORMATION Approvals EXIST. SLAB NEW PT POST PER PLAN NEW POST ANCHOR PER PLAN 1%,r j/ NEW WAY FILL - W% STANDARD DENSITY AND TERtlITE TREATED UNDERMINE FOOTING DETAIL 1 © NEW PT POST PER PLAN NEW POST ANCHOR PER PLAN EXIST- CM STEM WALL DRILL 4 EPDXY 5 BAR INTO EXIST. S FTa GR w FILL CELL SOLID jw-VICE PERMIT # 1999Q FOUNDATION PLAN ML P w ZQ Q o U D1 CD o COD m co m I O) N N cN7Utiinu C ZMNYOJ QN LL Lu ZQWUZ Oa N pCO w U QWc Z L: W p w NNM C z Q J W 111 Z cm p w0 n J M Z o O J_ O QaUC°c x DESIGN DRAWN AML OCHECKED SSPE W aoe KUSGILLISON w SCALE AS NOTED 0y DATE 1228.2012 S 1 D 1yx SHT 7 OF 10 O FRAMING NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. B. PROVIDE BRACING AND BLOCKING PER BCSI-1-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON PLANS. 9. GC TO VERIFY OVERHANGS, SLOPES, AND OTHER TRUSS GEOMETRY BEFORE TRUSS PURCHASE. NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 7/16" O.S.B. OR 15/32" (MIN.) PLYWOOD. REFER TO DETAIL 1 SHEET SD1 FOR NAILING PATTERN SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS TRUSSES). PROVIDE PLY CLIPS @24" O.C. MAX. AT ALL UNSUPPORTED ROOF SHEATHING JOINTS. 2x4 BLOCKING, w/ (2) 10d NAILS EA. END, SHALL BE USED @ALL UNSUPPORTED HIP AND RIDGE AREAS. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" PLYWOOD OR 7/16" O.S.B. AND SHALL BE NAILED 6" O.C. ON EDGES AND 12" IN FIELD, BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NAILS: NAILS USED IN ALL SHEATHING APPLICATIONS SHALL BE 8d RING -SHANK GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0.28" MIN. NAILS FASTENED IN PT. OR FIRE -RETARDANT -TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. CONNECTION NOTES: ALL TRUSS TO EXISTING MASONRY CONNECTORS TO BE SIMPSON MTSM16 w/ (4) 1/4"x2-1/4" TAPCONS U.N.O. ALL TRUSS TO FRAME CONNECTORS TO BE SIMPSON H10(SINGLE PLY) OR H10-2(2 PLY) U.N.O. MTS20 OR BETTER TO BE USED ON ANGLED WALLS. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER U.N.O. ROOF VENTS: 1. VENT SIZES TO BE CALCULATED BY OTHERS 2. VENTS SHOWN ON PLANS ARE TO INDICATE POSSIBLE LOCATIONS AND DO NOT REPRESENT ANY ATTEMPT TO DICTATE LOCATIONS OR CALCULATIONS 3. VENTILATION TO MEET OR EXCEED REQUIREMENTS IN FRC 2010 EDITION 4. ROOF VENT AREA FORMULA: SQ. FT. OF CIL = AREA OF FREE VENTILATION REQ'D. 150' 300 MAY BE USED WHEN USING EXCEPTIONS PER CODE CONNECTOR LEGEND MTSM16 w1 (4) 1/4"x2-1/4" TAPCON TO CMU HGAM10 EA. END AND @ 37' O.C. EflHGA10 EA END AND @ 37 O.C. 4 H10 flHUSC412 W/ (6) 114'k2-1/4" TAPCONS TO CMU I16 LSTA24 EA. BEAM TO POST SLAB INTO NEW FTG ). D/RILL&LEPDXY W/ SIMPSON SET EPX. L THREAD ROD (MIN. D. PAST I PROVIDE (3) 12" DIA, ALL THREAD ROD POST TO CMU. 9 COUNTERSINK AS REO'D. (6' FROM TOPBOT. AND CENTER) DRILL 8 EPDXY W/ SIMPSON SET EPX. MIN. 5' EMBED. A3 1144 POST TO CMU STEM WALL, W/ 5/8' ALL THREAD ROD (MIN. 5' EMBED. PAST SLAB INTO STEMWALL). DRILL & EPDXY W/ SIMPSON SET EPX. SIMPSON CONNECTOR FLORIDA PRODUCT APPROVAL# H1 FL10456 H10 H10-2 H3 HTS (ALL) LTS (ALL) MTS (ALL) SSP ABA (ALL) FL10849 HGA10 FL71470 LTT19 FL11496 LSTA (ALL) FL10852 LSU (ALL) FL10447 MTSM16 FL11473 COLUMN SCHEDULE OA 4x4 PT SYP. N0.2 POST 2X4 BLOCKING AT BRACE END AND ADJACENT BATS W/ (2AOdx3' NAILS EA END ROOF SHEATHMG 1 FASTENING Od NAILS • 6' OO. PER PLAN TO EA. BLOCK 1,4 BRACE Sl* P — CONNECT TO ADJ. TRUSS WEBS W (2) Ibd NAILS PRE ENd T(d15SE9 AND TO BRACE w/ (2) PER FLAN 16d NAILS 2X4 I (RACE AT 48' I I .C. — 0' FROM EAVES NAILS • 4' D.C. — I I / NOTE: NOTE: NOTE: X-BRACES ARE TO BE INSTALLED AT EXISTING EMBEDED TRUSS ANCHORS THESE PLANS ARE NOT TO BE USED FOR TRUSS N 45° ANGLES PER DETAIL. LINES ARE NOT TO BE REUSED. FABRICATION. CONTRACTOR TO FIELD VERIFY TRUSS o SHOWN ON THIS PLAN ARE ONLY TO SPANS, OVERHANGS, SLOPES AND OTHER TRUSS REPRESENT LOCATION, NOT NUMBER GEOMETRY PRIOR TO TRUSS PURCHASE/ OF BAYS CROSSED OR ACTUAL FABRICATION. DBSS INC. IS NOT RESPONSIBLE FOR LENGTH. TRUSS GEOMETRY AND/OR MEASUREMENT ERRORS 2. BLOCKING -24' O-C. AT It TWO BATS W/ (3) 10dX3' NAILS EA END 2z'S *24' OL. Ll/ (2) I0dx3' curl*. eur. _ NAILS EA END mIbd NAILS CE TO BRACE TO 5LO NAILIII BRACE- ILS • 4' OZ. TO BLOCKNATOBLOCK BELOW 2x4 SUB -FASCIA 2X LEDGER W/ 2)10dx3' ie• NAILS • 12' O.C. nnx l/8' (MIN.) TEXTURED CEMENTITIOUS FIN. ON METAL LATH ON 95 FELT ON APPROVED MOISTURE BARRIER OVER GABLE END SHEATHING (FASTEN PER PLAN) HGA70 EA. END AND .32' O.C. GABLE TO BEAM Ix4 BLOCK 48' 2.4 BLOCK 48' ABEAM PER O.C. W/ (2) 10c43' O.C. W/ (3) Ibd 2x4 BLOCK • 1. EW/ (11 BRAC' I PLMI E- 11-5 EA END NAILS EA —6 uJJ/ ENDNAIL9EAENDFY AIO EA- BLOCK TO TIE BEAM NOTE: NOTE: 2. 4 BRACE 45' FROM H HORIZONTALREFER TO TRUSS MANUFACTURERS DRA WRI B N- 10') REFER TO FRAMING PLAN AND BCSI 1.03 FOR ADDITIONAL BLOCKMG FOR LOCATION. AND BRACNG REQUIREMENTS OGABLE END CONN. @ PORCH 1/4"=V-0" ROOF FRAMING PLAN 1 / 8"= V-0" M y 0 O O N u z do aoLLco D m m gyp COcj cNM p) U i'JLniZ M (V OJ Cr CAu- j ( V (V a W Cj cm00ZQUZa(nQ W Oa Of 0 II 7 W U Z Wp W N W Q J D_ = LL Z U QOw bU) a0 O J_ O Z aU VJ AML CHECKED SSPE JOB KUS-GILLISON scAlB AS NOTED DATE 12.28.2012 SHT 8 OF 10 S2 ri REVISIONS REV DESCRIPTION DATE APPROVED NOTES: A REVISED TO COMPLY WITH 2O07 FBC 01 /06/09 R.L. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO B REVISED NOTES AND CHART 03/12/12 R.L. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. IN ACCORDANCE WITH SECTION 1715.5.5 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE r 0FRCERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION 9 FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. j 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PERMIT PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. ANCHORING NOTES: 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS 1) FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16" MASONRY ANCHORS WITH A DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED MINIMUM SHEAR CAPACITY OF 305LBS, AT. EACH END OF MULLION WITH SUFFICIENT UNDER SEPARATE APPROVAL. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY GENERAL ALUMINUM 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE FOUR (4) #10 WOOD 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE SCREW, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATION WINDOW OR DOOR UNIT. DETAILS. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SMS SELF TAPPING SCREWS UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS ANCHORED AS SHOWN HEREIN. PAST THE MULLION WALL. LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED 4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED INSTALLATION INSTRUCTIONS. HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR TO THIS DOCUMENT. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH = W1 + W2 2 SIGNED: 0311212012 GENERAL ALUMINUM COMPANY ii.r i 1001 W. CROSBY RD \S R • LOtil//i CARROLLTON, TX 75006 `v •6EN,y - (p% TABLE OF CONTENTS 1442, 1448, 5348 AND 5548 = fir• 0 54 •• VERTICAL MULLION SHEET NO. DESCRIPTION GENERAL NOTES lo TAT OF 1 NOTES DRAWN: DWG N0. REV i'C•S;c pR aP G\' 2 CONFIGURATIONS AND DP CHART F. SCALE DATE 08 s00139 e s/ONAI`.yE?` 3 INSTALLATION DETAILS NTS 01 /06/09 1 OF 4 REVISIONS i 192" COMBINED WIDTH W1 W2 96" FRAM E HEIGHT WINDOW WINDOW MULLION SPAN) 192" COMBINED WIDTH W 1 --{ W 2 96" Z FRAME WINDOW HEIGHT WINDOW MULLION SPAN)L111 192" COMBINED WIDTH W 1 --{ W 2 96" FRAME WINDOW WINDOW HEIGHT MULLION SPAN) REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R.L. B REVISED NOTES AND CHART 03/12/12 R.L. 192" 192" 192" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH W1-1 ---W2 W1-1 W2 W1-1 W2 I— / 96" FRAME WINDO HEIGHT MULLION SPAN) WINDOW // 96" WINDOVV FRAME HEIGHT MULLION SPAN) W 1 -{ W 2 192" COMBINED WIDTH Desian pressure ratina (Dsfl WINDOW l WINDOW l WINDOW W1 W2 192" COMBINED WIDTH 96" FRAME HEIGHT MULLION SPAN) L APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 192" AS SHOWN HEREIN. Mullion span (in) Tributary width in) 18.00 24.00 30.00 36.00 4ZOO 48.00 54.00 60.00 66.00 78.00 84.00 90.00 96.00 24.00 130.01 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 42.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 48.00 130.0 130.0 130.0 130.0 130.0 129.6 129.6 129.6 129.6 129.6 129.6 129.6 129.6 54.00 130.0 126.3 105.9 93.6 86.2 82.2 80.9 80.9 80.9 80.9 80.9 80.9 80.9 60.00 117.5 90.7 75.3 65.8 59.7 55.9 53.8 53.1 53.1 53.1 53.1 53.1 53.1 66.00 87.7 67.3 55.6 48.1 43.2 39.9 37.8 36.6 36.3 36.3 36.3 36.3 36.3 72.00 67.2 51.4 42.2 36.3 32.3 29.6 27.7 26.5 25.8 25.6 25.6 25.6 25.6 78.00 52.7 40.2 32.9 28.1 24.9 22.6 21.0 19.9 1 19.2 18.6 18.6 18.6 18.6 84.00 42.0 32.0 26.1 22.2 19.6 17.7 16.4 15.4 14.7 13.9 13.8 13.8 13.8 90.00 34.1 25.9 21.1 17.9 15.7 14.2 13.0 12.1 11.5 10.7 10.5 10.5 10.5 96.00 28.0 21.3 17.3 14.6 1 12.8 1 11.5 10.5 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 WINDOW WINDOW l WINDOW W1W2 192" COMBINED WIDTH GENERAL ALUMINUM COMPANY ``1 W1111/o/ 1001 W. CROSBY RD N\ZS.R • L tiJ/ i CARROLLTON, TX 75006 tiw,•GENs.q- 1442, 1448, 5348 AND 5548 -`-c • 0 51 Af VERTICAL MULLION CONFIGURATIONS AND CHART TAT OF DRAWN: DWG N0. REV •'cCR14'F. ifFs "',• SCALE DATE 08 s00T 39 B QiV1 i{..\` NTS 01 /06/09 2 OF 4 11111t PARTS LIST NO. PART NUMBER DESCRIPTION 1 1442,1448,5348 & 5548 1 X 2 1/2 X 1/8 MULL ALUM. 6005 T-5 2 1320 WOOD/MASONRY ANCHOR CLIP 3 1330 WOOD/MASONRY ANCHOR CLIP 4 1350 MOUNTING PLATE 5 1438 WOOD/MASONRY ANCHOR CLIP 6 1439 WOOD/MASONRY ANCHOR CLIP D Q Q D. D. D Q Q p n ANCHOR SCREW SEE NOTES I AND 2 ON SHEET 3 SUBSTRATE BY OTHERS 4 Mp D D Q p Q L4 D 4 °. Q. D 0 1 5PG° i° i llOnN1 DG G;1(ld VERTICAL MULLION TOP CLIP INSTALLATION or O ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 3 n ° D4 D p a p DQ o D N p SUBSTRATEE n ° BY OTHERS 1 lPL1d 1 i10G DC1i QI1L VERTICAL MULLION BOTTOM CLIP INSTALLATION ANCHOR SCRIEI SEE MOTES 1 AND ON SHEET flma zz&fl .1vva% 007"1 VERTICAL MULLION TOP CLIP INSTALLATION ANCHOR SCREW SEE NOTES I AND 2 ON SHEET 3 oa p 4 p p a Q p Q. SUBSTRATE nM?1d 1 C10n("1 DCi G°QOd BY OTHERS VERTICAL MULLION BOTTOM CLIP INSTALLATION SUBSTRATE BY OTHERS DRAWN: F.A. SCALE NTS REVISIONS REV I - DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R.L. B REVISED NOTES AND CHART 03/12/12 R.L. L Ii11GJDOrIiOlunl i Qd i ll0lnl GENERAL ALUMINUM COMPANY 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION INSTALLATION DETAILS DWG NO. 08-00139 DATE 01 /06/09 1 SHEET OF 4 8 SMS ELF DRILLING CREW 024" MAX O.C. wilt 1 /,/// O ENS • .'9,% 51 •yt TAT 0 F EV'F•.OR10P•