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HomeMy WebLinkAboutSUBMITTED PAPERS,n ALL APPLICABLE INFO MUST BE COMPLET ,_ °OR APPLICATION TO BE ACCEPTED Date: SCANNED Permit Number: BY St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: �iN`leripr �l I III PROPOSED`IMPROVEMENT LOCATION: —� Address: _ Legal Description: K 3Z Property Tax ID #:'— bpy—1 -[2�I --�� i� Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: J'DETAILEDDESCRIPTION IF WORK: fYVnx .uy .,c�n.CC `� PN �tyailC `a/ VJ jP CCh k—t+�kC�l�SetTiNs�ALL 1 Wi ��I )b seer-4lU%C e CP{ 1 .LX1ULu,0'y IJC'WJ. ztUb2� ElecJfivat � ZPA%'1X I;PC- ec:eat reeppPAwk z�ur, r.ud`b/a-1tl=At� r� 5kno12-dkt R,e1D1bCP il.)WACU-t7 AL>C� \~I�C71 1Ne�l tiny T;AohUe� (�iDl o I,CQNS'TRUCTION�INFORMATION ' `'� .� III ArMrtlnna wnr to P no nrmc Iln or t is nurmrt— r—hnPVnil t of nnn v V HVAC /G STank _Gas Piping _Shutters Electric V Plumbing _Sprinklers _Generator Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction: $ tiliit e —Sewer _Septic V Windows/Doors Roof Building Height: OW Nt R/LESSEE-:' CONTRACTOR: - Name S c+G� P Name:\Z. Address: 3io company:"N-eUNN- *- C©\ZP City: State: �� Zip C de: Fax: ( --Phone No.-A-L Address: A' ( _ e- Cityj� )C-'- 'Cht -A k-ax-- V� State: - Zip Code` 22 1 1 \_ Fax: Phone No. `9 ) 5?0-0 S61 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mail: G CU . L 1(C FT - State or County License: CYC u value or construction is yZbDU or more, a RECORDED Notice of Commencement is required. 0 r^ Name: — Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Name: Address: City: Zip: Phone: Not Applicable ❑HIV IFi,11V IV.. _ MORTGAGE COMPANY: _ NotApplicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: _Not Applicable Name: Address: City: Zip: Phone: _ I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recordine vour Notice of Commencement_ R 6: l ��u s _Signature Owner/ L see Agert Signature ontractor icen e STATE OF FLORIDA �� COUNTY OF The forping instrument was acknowledged before me this day of 20t? by (Name of person acknowledging) t - 'A � tt'�' () , 'o,' (Signature of Notary Public- State of Florida ) Personally Known _/__ OR Produced Identification Type of Identification Produced ��pa�p�„ MA LA (UZ VELA"0 Commission No, i Notary PrJ�A State of Florida •= My Comm. Expires Nov 1, 2016 N �'%° �� 1 Bonded Through National Notary Assn. Revised 07/15/2 STATE OF FLORIDA \ COUNTY OF h J V C a 2 The for ping instrument was acknowledged before me this � day of A dA 2015 by (Name of person acknowledging ) 0�0 (Signature of Notary Public- ate of Florida ) Personally Known � OR Produced Identification Type of Identification Produced Commission No. J gg MA DE Welal) VELASCO Not i����? ary Public • State of Florida Commission # EE 848616 Bonded Through National Notary Assn. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS PERMIT # 15-V r3. 0�9_ 357� ISSUE DATE COUNTY F L O R ,I D A PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 29442 EC1006897 S&W Electric Inc have agreed to be the (Company Name/Individual Name) Electric Sub -contractor for Gentile COIISt (Type of Trade) (Primary Contractor) For the project located at 7904 Belmont Ave (Project Street Address or Property Tax ID It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: S d- t,.,) e— (e 77, c Address: 501 West Coker Road City/State/Zip: Ft. Pierce Phone: 464-6466 email: stuboutelectric@aol.com Lawrence Stubbs SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF &� LcA U .L- THEppFOREGOING INSTRUMENT - IWAS SIGNED BEFORE ME THIS 1� bAY OF Nwe 20 I rJ BY Lao Ln u, -�'t-Vti�U -s WHO IS PERSONALLY MOWN � OR HAS PR DUCED SIGNATURE OF NOTARY PUBLIC SLCPDS: 08/06/2014 AS IDENTIFICATION. of-6 I I 0-'16i m-Q-S (STAMP) PRINT NAME OF NOTARY PUBLIC =O.F CIUAU1MIS blic . State of FWMa sion • FF OM67 Expires Oat 20, 2c JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 4115503 OR BOOK �, PAGE 178, Recorded 09/28/2(; ' at 10:54 AM NOTICE OF COMMENCEMENT Permit No. /.5cp_ Or2,35 Tax Folio No. I,301& 0 5 O I Q 4 I 1 OS State of Florida County of St. Lucie 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. or Lessee information if the Name d5��kin Address 6 1 %. R 12 } Interest In property: _{ F '7A Name and address of fee simple titleholder (if different from Owner listed above): Contractors Name: 629 Contractor Address: Phone Number: ft, 3,3Y// Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: _ Lenders address: Number: cf9 w e6p. z--6Qz,.3 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section 713.13(1) (a)7, Florida statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienors Notice as provided in Section 713.1a (1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final paymentto the contractor, but will be 1 yearfrom the date of recording unless a different date is specked) 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 70 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF F LORIDA ST. LUCIE COUNTY Under penalty of perjury, I declare that 1 have read the foregoing notice of commencement and t"tt q"EiR$§*(TjjhTeT4SASokhe best of my knowlw and belief. TRUE AND CORRECT COPY OF THE Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/ a ee KPH E. (Signatory's The foregoing Instrument was acknowledged before me this)�U day o _ , 20L5 V� V By �ETI tl` as l0—U--' %lD/l for Name of Person Type of authority (e.g. officer, trustee) - Party on behalf of whom instrument was executed Personally known Vorproduced Identification_ (Signature of NotarllPj1br1cC State of Florida) (Print, Type, or Stamp Commissioned Name of Notary Pub c1evi(^'^�;•,CONNIENr (dent] c tion produced ' • ; Notary Public - State of Florida • : •= Uy Comm. Expires Jul 29, 2016 Commission 0 EE 209535 Bonded Through National ass. Planning & Development Services Building & Code Regulatiods Division RECEIVED 2300 Virginia Ave. Fort Pierce, FL 34982 NOV 18 2095 (772)462-1553 Fax 462-1578 CHANGE OF CONTRACTOR Or Subcontractor or Cancellation of Permit Change of Contractor is to be completed by the property owner, and the new contractor of record for the _ current permit. A new permit application must also be completed with new contractor information, signature, and transfer fee. A new Notice of Commencement must be filed in the new contractor's name for job values greater than $2,500 ($7,500 if A/C Change -out). A recorded copy must be submitted prior to commencing any work. Subcontractor changes can be completed by the general contractor. Absent extenuating circumstances, a cancellation of permit is to be executed by both the owner and qualifier of record. Date: Site Address: _AAU4 12M M WO X � V )*-O \A�A P COQC) State Original General Contractor (o ubcontractor) Permit Number: SLC License 5 Ito, 7e -/2 �Z.t State License _G C 1 f0&'f( ,>3�LC License e,2 New General Contractor (or Subcontractor) Reason for Change The undersigned does hereby agree to indemnify and hold harmless St. Lucie County, its officers, agents, and employees from all costs, fees, or damages arising from any and all claims of action for any reason, which may arise as a result of this change of contractor/subcontractor or cancellation of permit. A permit cannot be cancelled if work has been perfoi ed. SI t t /PURE OF OWNER —*SIGNATURE OF NEW GENERAL CONTRACTOR PRINT NAME �r��.y4\"L 0 �� �J1 PRINT NAME a ze t.. c e. State of Florida, County of St. Lucie _Camity f" Ux et7hefllowing in ent was aclmowledgedorem\?[hig il,2 day of , 2qF who is personally know to me r who has produced Oil). S -� (-, l to(7 Signature ofNomrr _ _ _ q1t _ MA DE LA LUZ VELASCO *Only ' v; •= My Comm. Expires Nov 1, 2016 Revised 07/21/ 5y o-oy r Commission # EE 848616 °%%°;t•:�Bonded Through National Notary Assn. State of Florida, County of St. Lucie County The fpllbwing m ent was aelmowledged before me this c` L ,Q 77DDday of�, 205• by c- Ut P •L� who is personally know [o me or o has produced was m. o ��c�r���`—.� \\�� Signature of Notary Date MA DE LA LUZ VELASCO Notary Public - State of Florida 3 My Comm. Expires Nov 1, 2016 Commission # EE 848616 Bonded Through National Notary Assn. GENERAL CONTRACTORS iENTIJL CORP. 013C1504.314 DATE: ® ■■® , ' s I ■■■ ■■ OEM■MOME ■■■■ I a �EIIF% .MOME MEMMEM MOMMEME MEN ®■ IMEMEMEMEN ME NO■NO■■N■ s .■■ Y •, •. _. . e " I F NONE ■ M■■ ■■ MEMO■■EN■■O■E ■EMME■ME NON■ ■ ■ ..E■■MM■MENOME ■:■ ■ MOMMEMOMEMMMEN MEMEME MEN ON M MOOMMM MESMERISM ME MEMEME.EM..■E■.NONO■EENEEM ■EE■■■M■EM■■■NE■■■■■■EME■■M FAx: 561 .6B8.1 39B PHONE: 954.520.0548 772.342.692E `w FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 7904 Belmont Ave Builder Name: Street: 7904 Belmont Ave. Permit Office: St. Lucie County City, State, Zip: Fort Pierce , FL, Permit Number. Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing Existing (Projects 9. Wall Types (1520.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1520.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A Ceiling Types (1666.0 sqft.) R= ft2 Insulation Area 5: Is this a worst case? No Under Attic (Vented) R=30.0 1666.00 ft2 6. Conditioned floor area above grade (ft2) 1666 N l /A R= ft2 Conditioned floor area below grade (1't2) 0 'd G (n 9� /A 11.� R= ft2 R ft2 7. Windows(156.0 sqft.) Description Area o `� ar6�'p: Main, Rat Main, AH: Attic L• 6 333.2 a. U-Factor. Dbl, U=0.19 155.00 ft2 C) 0 tp `c SHGC: SHGC=0.20 b. U-Factor. WA ft2 22 19. CoelmJ systems kBtu/hr Efficiency SHGC: ,s a. CdWal Unit 35.0 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Strip Heat 35.0 COPA.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.200 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1666.0 sqft.) Insulation Area EF: 0.990 a. Slab -On -Grade Edge Insulation R=0.0 1666.00 ft2 b. Conservation features b. N/A R= flit None c. WA R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.094 Total Proposed Modified Loads: 47.65 PASS Total Baseline Loads: 47.53 I hereby certify that the plans and specIM9454ov, red Review of the plans and JIME ST9jF this calculation are in compliance with the Florida Ene7gy specifications covered by this ()F-f Code. calculation indicates compliance � b with the Florida Energy Code. PREPARED BY: Ap,540 711 4,(-/ a, S t ,� Before construction is completed a DATE: 1e`�/T�( Cam/ this building will be inspected for compliance with Section 553.908 o a , I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. CAD WE S¢v OWNERIAGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. FILE COPY, 8/4/2015 10:19 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 7904 Belmont Ave., Fort Pierce, FL, 1. New construction or existing Existing (Projects 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1520.00 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 4 d. WA R= ft' 5. Is this a worst case? 10. Ceiling Types No Insulation Area a. Under Attic (Vented) R=30.0 1666.00 ft' 6. Conditioned floor area (ftj 1666 b. NIA R= ft' 7. Windows" Description Area c. N/A R= ft' a. U-Factor. Dbl, U=0.19 156.00 fN 11. Ducts a. Sup: Main, Ret: Main, AH: Attic R ft' 6 333.2 SHGC: SHGC=0.20 b. U-Factor. WA ft' SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: WA ft' a. Central Unit 35.0 SEER:16.00 SHGC: d. N/A 13. Heating systems kBtu/hr Efficiency SHGC:: SHGC: a. Electric Strip Heat 35.0 COP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.200 8. Floor Types Insulation Area 14. Hot water systems a. Slab -On -Grade Edge Insulation R=0.0 1666.00 ft' a. Electric Cap: 40 gallons EF: 0.99 b. WA R= ft' c. N/A R= ft' b. Conservation features None 15. Credits CF, Pstat 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: *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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 8/4/2015 10:19 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FILE COPY FORM R405-2014 PROJECT Title: Building Type: Owner. # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 7904 Belmont Ave User 1 St. Lucie County Single-family Existing (Projected) Bedrooms: 4 Conditioned Area: 1666 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot# Block/SubDivision: PlatBock: Street: County: City, State, Zip: Street Address 7904 Belmont Ave. St. Lucie Fort Pierce , FL, CLIMATE / V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE CO INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1666 13328 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1666 13328 Yes 1 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 189 ft 0 1666 ft2 _ 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1805 ft2 0 ft2 Light 0.96 No 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RIBS IRCC 1 Full attic Vented 300 1666 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1666 ft2 0.11 Wood 8/4/2016 10:19 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height -N/Al,,e Ft in Ft In Area Sheathing Framing Solar R--Val, e_Fiaction—Abs Below _ 1 _ 2 _ 3 4 S N E W Exterior Concrete Block- Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main 5 57 8 5 49 8 5 42 8 5 42 8 456.0 ft' 392.0 ft' 336.0 ft' 336.0 ft' 0 0.75 0 0.75 0 0.75 0 0.75 0 0 0 0 DOORS # Omt Door Type Space Stones U-Value Ft Width Height In Ft In Area _ 1 2 S Wood Main N Wood Main None None .46 3 .46 3 7 7 21 ft' 21 ft WINDOWS Orientation shown is the entered Proposed orientation. V # Wall Ornt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening _ _ 1 2 3 4 N 2 Metal Low-E Double Yes S 1 Metal Low-E Double Yes E 3 Metal Low-E Double Yes W 4 Metal Low-E Double Yes 0.19 0.2 0.19 0.2 0.19 0.2 0.19 0.2 48.0 ft° 1 ft 0 in 72.0 ft' 1 ft 0 in 27.0 ft' 1 ft 0 in 9.0 ft' 1 ft 0 in 0 It 0 in Drapeslblinds 0 It 0 in Drapes/blinds 0 ft 0 in Drapeslblinds 0 ft 0 in Drapesiblinds None None None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft' 384 ft' 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse ProposedACH(50) .000264 1110.7 60.97 114.67 .1855 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 35 kBtulhr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 16 35 kBtu/hr 1050 cfm 0.75 1 sys#1 814/201510:19 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software FILE CQty, of 4 FORM R405-2014 w HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.99 40 gal 70 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 CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Main 6 333.2 ft Main 83.3 ft' Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programabl[e T]hermostar[t:'Y Ceiling Fans: Heating [X] Jan Feb [[ ]] [X] Mar AApr [ [[[ ]]] [X] l Jun [ ] Jul ] May [X] [) Aug �( Sep [ ] LJ Venting [[ ])Jan IIII 1111 Feb L 1 [[�xl) Mar [) [ 1 Jun [ PJul lXl [ 1 Aug E 111 Sep lxl Occtt 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 8o 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 68 68 68 68 68 68 66 66 81412016 10:19 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software FILE, CORYof 4 FORM 1`1405112014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 7904 Belmont Ave. Permit Number. Fort Pierce , FL , MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information Indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. ❑ R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraff and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfrn per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Usfm2), when tested according to NFRC 400 or AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 elm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ R4011.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Sealing (Mandatory)AII duds, air handlers, and filter boxes and building cavities that forth the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verged by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be 'substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing Is not mandatory for buildings complying by Section R405 of this code. 8/4201510:20AM EnergyGauge®USA -FlaRes2014- Section R405.4.1 Corn FILEXOPY FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested In accordance with ASHRAE 193. ❑ R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41°C) or below 55°F (13•C) shall be insulated to a minimum of R-3., O R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, Including that caused by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not In use. ❑ R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'% inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies p R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38'C to 60°C). R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. O R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the efficacy requirements of Table R403.5.1. Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawlspaces, attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise. ❑ R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total ca acity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated accordin 'e 0", I Section 403.6, or the closest available size provided by the manufacturer's product lines. The coLid la nte equipment shall not be less than the calculated latent load. ` 8/41201510:20 AM EnergyGauge® USA- FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405'2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower chin provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. o R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimurn COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. o R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuou i d ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a mVeaYtype o R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single asser o - h or concrete deck roofs do not have sufficent space, R-10 is allowed. 8/4/2015 10:20 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 7904 Belmont Ave Builder Name: Street: 7904 Belmont Ave. Permit Office: St. Lucie County City, State, Zip: Fort Pierce, FL , Permit Number. Owner. Jurisdiction: Design Location: FL, Fort Pierce COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/aftic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. ElectricaVphone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shal OFT gasketed doors 8/412015 10:20 AM EnergyGauge® USA- FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 7904 Belmont Ave HVAC Load Calculations for 7904 Belmont Ave. Fort Pierce, Florida r1VACHVACG LoAos Oil N �1 °•9 y fix m 3_ 4, "i c� Prepared By: r Residential Energy Calc's Sunday, August 02, 2015 Rhvac is an ACCA approved Manual J and Manual D computer program. FILE COPYI Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. _ hvaic • Residential & Light Commercial HVAC Loads, - -- "° -- - - Elite -Software Developm6ii Inc. Residential Energy Calc's _ 7904 Belmont Av8 PortSaint:Lucie, FL 34983 _ _... Pa a 2' Project Report GeneriLPrd'ect1nformation - = Project Title: 7904 Belmont Ave Designed By: Gentile Corp. Project Date: Sunday, August 02, 2015 Client Address: 7904 Belmont Ave. Client City: Fort Pierce, Florida Company Name: Residential Energy Calc's Reference City: Fort Pierce, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 42 39.4 n/a n/a 70 n/a Summer: 90 78 59% 50% 75 61 Check,Fi Total Building Supply CFM: 1,190 CFM Per Square ft.: 0.714 Square ft. of Room Area: 1,666 Square ft. Per Ton: 587 Volume (ft3) of Cond. Space: 13,328 :.%iIdln LOadS'k.'3a w N ..'mid.r rt,.. ..a >cz„v;.i Ji_ ° k'.,, tis�.+r� awr 4 16h '^ T. •. s 'a' Total Heating Required Including Ventilation Air. 30,995 Btuh 30.995 MBH Total Sensible Gain: 26,576 Btuh 78 % Total Latent Gain: 7,455 Btuh 22 % Total Cooling Required Including Ventilation Air. 34,031 Btuh 2.84 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. FILE COPY CA ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM Rhvac - IYesidential &tight Commercial HVAC Loads - "" Elite Software Development Inc.- Residential Energy Calds 7904 Belmont Ave Port Saint Lucie, FL 34983 _ _ _ Pa a 3: Miscellaneous Report System 1 Rheem Or Equivalent Outdoor Outdoor Outdoor - Indoorindoor _Grains In utData' D `Bulb WefBulb ReLHum ReLHum D Bulb Difference Winter: 42 39.4 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61.09 Duct Sizing Inputs, Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.380 AC/hr 0.200 AC/hr 84 CFM 44 CFM Infiltration Actual: 0.363 AC/hr 0.165 AC/hr Above Grade Volume: X 13,328 Cu.ft. X 13,328 Cu.ft. 4,837 Cu.ft./hr 2,204 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 81 CFM 37 CFM Total Building Ventilation: 25 CFM 25 CFM —System 1-- Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68 X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 30.77 = (1.10 X 0.999 X 28.00 Winter Temp. Difference) Winter Infiltration Specified: 0.380 AC/hr (84 CFM), Construction: Average Summer Infiltration Specified: 0.200 AC/hr (44 CFM), Construction: Average ":Duct Load Factor Scenarios fors stem 1 Attic Duct Duct ':.-, Surface From No. Type., '- Descn Ilion � Location ` Ceilin Leaka a ,Insulation:; -` Area MMDD; 1 Supply Attic 16B 0.12 6 450 No 1 Return Attic 16B 0.12 6 83 No FILE COP CA ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM Rhvac R sider!#al & L tght Commercial,HVAC Loads Elite.Software'Development Residen6alSEnergy • 7904 BelinontAve' "Port Saint Lucie W,-34983' - Page 4 Load Preview Report Net ft.' Sen Lat Net Sen Sys Htg Sys CI9 Sys Act Duct Scope Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building 2.84 587 1,666 26,576 7,455 34,031 30,995 393 1,190 1.190 _ System 1 2.84 587 1,666 26,576 7,455 34,031 30,995 393,� _ 1,190 1bd7 Ventilation - - - 412 1,038 1,450 769 Duct Latent - - - 1,494 1,494'-_� _ Zone 1 - - 1,666 26,164 4,923 31,087 30,225 393 1,190 1207 1-Living - - - 210 3,089. 234 3,323 62 141 2-5 i tatchen 168 3.432 _ 770 4202 _4,779 3,016 39 _ _ 156 2-5 3-Dining _ 126 546 102 648 1,558 20 25 1-4 4-Bath 1 - - -� 78 290 48 338 753 10 13 1-4 -- 5-Bath2 _ _ 104 3871 _ 65 _ 452 1,003 _ 13 - - _ 18 6-Family _ -- 168 5,989 • 210 6,199 5,145 67 ® _1-1 272 3-6 _ -- -- _ 7-Bed=rn4 - 224, 3,851 9421-' 4,793, 4,506 59_ 175 2-5 - 8-Bedroom 3 168 2,841 797 2,145 _ 28 ® 129 _ 9-Bedroom 2 _ 210 3,468 _ 934 _3,638 4,402 _ 4,587 60._ 158 2-5 10-Bedroom 1 _ _ - - _ -- _ 210 2,271 821 3.092 _ 2,733 36 _ 103 1-6 FILE COPY C:1... \7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM hvac - Residentiat8 Light Commercial HVAC Loads Elite SoftwareDevelopment, Inc:: Residential Energy Calc's s:' ' . - 7904 Belmont Ave Port Saint Lucie,. FL_34983? '.Pane .5 Duct Size Preview Room or Source Minimum Maximun Rough. Design SP Dud Duct Htg Clg Ad. Duct Dud Name Velocity Velocity Fador L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts- Zone1- 1-Living _ Bwlt-In 450 750 OA1 0.1 515.3 62® 141 2-5 _ 24Kitchen Built -In 450 _ _ 750 0.01 0.1 572.6 39 ® 156 2-5 3-Dining Built -In 450 750 _ 0.01 _ 0.1 284.7 _- 20 ® 25 1-4 - 4-Badt t Built -In _ 450 750 0.01 - 0.1 - 151.1 10 ® 13 1-4 5-Bath 2 Built -In 450, 750 0.01 0.1 201.7 13 M 18: 1-4 6-Family Buik-In 450 • 750 _ 0.01 0.1 462.6 _ _ 67 ® 272 3-6 7-Bedroom4 Built -In 450 750 0.01 0.1 642.5 59M 175, 2-5 8-Bedroom 3 Bdit-In 450 750 0.01 0.1 • 473.9 28 M 129 2-5 _- - _ 9-Bedroom2 Built -In 450 750 0.01 0.1 578.6 _--- - __ 60® 168 2-5 10-BedroomI Built -In 450 760 0.01 0.1 526.2 36® 1-03; 1� O_the_r_Du_cts In System 1 _.... _ _ _ Supply Main Trunk Built -In 650 900 0.003 0.1 840.2 393 1,190 12x17 Summary System 1 Heating Flow: 393 Cooling Flow: 1190 FILE COP C:\ ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM HVAC Loads: ` Elite Software Development Inc.dential Ehryaq-Residential&Li§htCi)thmerci�I Energy Calds - 791M Belmont Ave Saint Lucie FL 34963' Page6 Total -Building Summary Loads 1A-cb-o: Glazing -Single pane, operable window, clear, 204 6,168 0 11,252 11,252 metal frame with break, u-value 1.08, SHGC 0.75 11 D: Door -Wood - Solid Core 42 458 0 426 426 13A-4ocs: Wall -Block, board insulation only, R-4 board 1262.8 5,052 0 2,763 2,763 insulation, open core, siding finish 16C-30:RooNCeiling-Under Attic with Insulation on Attic 1666 1,494 0 2,133 2,133 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor -Slab on grade, No edge insulation, no 189 7,187 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 20,359 0 16,574 16,574 People: 8 1,600 1,840 3,440 Equipment: 1,800 1,200 3,000 Lighting: 0 0 0 Ductwork: 7,386 1,494 5,191 6,685 Infiltration: Winter CFM: 81, Summer CFM:37 2,480 1,523 604 2,127 Ventilation: Winter CFM: 26, SummerCFM: 25 769 1,038 412 1,450 AED Excursion: 0 0 755 755 Total Building Load Totals: 30,995 7,455 26,576 34,031 Total Building Supply CFM. 1,190 CFM Per Square ft.: 0.714 Square ft. of Room Area: 1,666 Square ft. Per Ton: 587 Volume (ft3) of Cond. Space: 13,328 '.Buildin" Total Heating Required Including Ventilation Air. 30,995 Btuh 30.995 MBH Total Sensible Gain: 26,576 Btuh 78 % Total Latent Gain: 7,455 Btuh 22 % Total Cooling Required Including Ventilation Air. 34,031 Btuh 2.84 Tons (Based On Sensible +.Latent) .;.Notes:. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. FILE COPY C:\ ...V904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM Fffhvad.- Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Residential Energy Calds _ 7904 Belmont Ave =PortSaintLucie FL 34983_ .. _ Page 8 Detailed Room Loads = Room 1- Living (Average Load Procedure) General?-; __ t wz.'.. .: f ,,_ ' Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 15.0 ft. System Number. 1 Room Width: 14.0 ft. Zone Number. 1 Area: 210.0 sq.ft. Supply Air. 141 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 1,680.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 70 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 515 ft./min. Percent of Supply: 2 % Runout Air Velocity: 515 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.219 in.wg./100 ft.. Actual Summer Infil.: 6 CFM Item Area lJ- SenW.2� •at "V64 Descri tion ,. (Quanti Value, �M Loss :m„ S-Wali-13A4ocs 15 X 875 0.143 300 0 W -Wall-13A-4ocs 14 X 8 103 0.143 4.0 412 2.2 0 225 S-Door-11 D 3 X 7 21 0.390 10.9 229 10.1 0 213 S -GIs-1A-cb-o shgc-0.75 100%S 24 1.080 30.2 726 32.0 0 768 (2) W -GIs-1A-cb-o shgc-0.75 27%S 9 1.080 30.2 272 72.8 0 655 UP-Ceil-16C-30 15 X 14 210 0.032 0.9 188 1.3 0 269 Floor-22A-ph 29 ft.. Per. 29 1.358 38.0 1,103 0.0 0 0 Subtotals for Structure: 3,230 0 2,294 Infil.: Win.: 12.4, Sum.: 5.6 232 1.642 381 0.401 234 93 Ductwork: 1,168 613 AED Excursion: 89 Room Totals: 4,779 234 3,089 FILE CO C:\ ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:63 PM vac --Residential &'Light Commercial,NVAC Loads - ,,.- Elite Software Development, Inc:'. Resident al Energy Calc's AIII&7904 Belmant Ave Port Saint Lucie, FL 34983 _ _ "... ". Page 9. Detailed Room Loads - Room 2 - Kitchen (Average Load Procedure _ _ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number. 1 Area: 168.0 sq.ft. Supply Air. 156 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.0 AC/hr Volume: 1,344.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 2 CFM Runout Air: 78 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 573 ft./min. Percent of Supply: 2 % Runout Air Velocity: 573 ft./min. Actual Winter Infil.: 9 CFM Actual Lass: 0.270 in.wg./100 ft. Actual Summer Infil.: 4 CFM It " Area" U- yHotg Se- Clg Lam Sen«. Descri lion Quanti � Valuet HTM: Loss„_ �, ,,HTM Gainb , ,Gain' W -Wall-13A-4ocs 14 X"8 103 0.143 4.0 412 2.2 0 225 N -Wall-13A-4ocs 7 X 8 35 0.143 4.0 140 2.2 0 77 N-Door-11 D 3 X 7 21 0.390 10.9 229 10.1 0 213 W -GIs-1A-cb-o shgc-0.75 27%S 9 1.080 30.2 272 72.8 0 655 UP-Ceil-16C-30 14 X 12 168 0.032 0.9 151 1.3 0 215 Floor-2 ph 21 ft..Per. 21 1.358 38.0 799 0.0 0 0 Subtotals for Structure: 2,003 0 1,385 Infil.: Win.: 9.0, Sum.: 4.1 168 1.643 276 0.399 170 67 Ductwork: 737 681 AED Excursion: 99 EAc uipment: 600 1,200 Room Totals: 3,016 770 3,432 FILE COP Y C:\ ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM vac-Resident➢al & Light Commercial HVAC Loads . Residential Energy Calds _ Port Saint Lucie, FL 34983 _ �" _.. _., - _ +. E_lite Software Development, Inc. 7904 Belmont Ave Page, 10 Detailed Room Loads - Room 3 - Dining (Average Load Procedure General '-' „„ a u : ° . Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.6 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 126.0 sq.ft. Supply Air: 25 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.5 AC/hr Volume: 1,008.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 25 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 285 ft./min. Percent of Supply: 2 % Runout Air Velocity: 285 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.094 in.wg.M00 ft. Actual Summer Infil.: 2 CFM Item Area -U-= Htg Sen Clg Lat ` ` Seri ©escri tion Quanti ValueR, HTM . _Loss . HTM , ,, Gam . ,,;Gaim N -Wall-l3A-flocs 12.6 X 8 100.8 0.143 4.0 404 2.2 0 221 UP-Ceil-16C-30 12.6 X 10 126 0.032 0.9 113 1.3 0 161 Floor-22A-ph 13 ft..Per. 13 1.358 38.0 494 0.0 0 0 Subtotals for Structure: 1,011 0 382 Infil.: Win.: 5.4, Sum.: 2.5 101 1.647 166 0.397 102 40 Ductwork: 381 108 AED Excursion: 16 Room Totals: 1,558 102 546 FILE COP C:\...\7904 BelmontAve.rh9 Sunday, August 02, 2015, 4:53 PM hvac - Residential &light Commercial HVAC Loads _ Elite Software Development, Inc.: Residential Energy Calds 7904 Belmont Ave Port Saint Lucie FL 34983 .. - _ `"` -pacle11.. Detailed Room Loads - Room 4 - Bath 1 (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 78.0 sq.ft. Supply Air: 13 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 624.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 13 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 151 ft./min. Percent of Supply: 2 % Runout Air Velocity: 151 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.027 in.wg./100 ft. Actual Summer Infil.: 1 CFM ::Item Area -U= ' ' Htg Sen Clg Lat Sin. pescription Ouanti _ ,. Value , HfiM _ Loss Hs IM Galn IR, •. Gain; N -Wall-13A-4ocs 6 X 8 48 0.143 4.0 192 2.2 0 105 UP-Ceil-16C-30 13 X 6 78 0.032 0.9 70 1.3 0 100 Floor-22A-ph 6 ft..Per. 6 1.358 38.0 228 0.0 0 0 Subtotals for Structure: 490 0 205 Infil.: Win.: 2.6, Sum.: 1.2 48 1.646 79 0.396 48 19 Ductwork: 184 58 AED Excursion: 8 Room Totals: 753 48 290 FILE COP it CA ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM hvac - Residential & Light CommerciaLHVAC Loads Elite Software Development Inc. ResidentialEriergy Calo's .. ': _ . 7904 6elmontAve°: Port Saint Lucie FL 349B3 ' ' .. _, _ _ _._ Page 12 Detailed Room Loads - Room 5 - Bath 2 (Average Load Procedure General F za "" "`� �;* €. .,., _<. ^._ ._ , .< Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number. 1 Area: 104.0 sq.ft. Supply Air: 18 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 832.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 18 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 202 ft./min. Percent of Supply: 2 % Runout Air Velocity: 202 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.048 in.wg./100 ft. Actual Summer Infil.: 2 CFM ItemORVM Area l9- Htg Sen' Clg Lat Sen= Descri tion Quanti Value HTM Loss HTM Gam: Gain; N -Wall-13A-4ocs 8 X 8 64 0.143 4.0 256 2.2 0 140 UP-Ceil-16C-30 13 X 8 104 0.032 0.9 93 1.3 0 133 Floor-22A-ph 8 ft..Per. 8 1.358 38.0 304 0.0 0 0 Subtotals for Structure: 653 0 273 Infih: Win.: 3.4, Sum.: 1.6 64 1.641 105 0.406 65 26 Ductwork: 245 77 AED Excursion: 11 Room Totals: 1,003 65 387 C:\ ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM Rhvac -Residential &Light Commercial HVA¢ Loads Elite Software Development, Inc:' Residential Energy Calds 7904 Belmont Ave Port Saint FL 34983 _ .._. Page Detailed Room Loads -_ Room 6 - Famfl (Average Load Procedure Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number. 1 Area: 168.0 sq.ft. Supply Air: 272 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 12.2 AC/hr Volume: 1,344.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 4 CFM Runout Air: 91 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 2 % Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.137 in.wg./100 ft. Actual Summer Infil.: 5 CFM ;1tem k '� Area -U- Htg Sen-w Clg � L=at ='Seri';. Descri ticn � �, :.(luanti _: ; Value_ HTM Loss; �>: HTM ,.Gam +�-., :Gain" W -Wall-I3A-flocs 12 X 8 54 0.143 4.0 216 2.2 0 118 N -Wall-13A-4ocs 14 X 8 94 0.143 4.0 376 2.2 0 206 W -GIs-IA-cb-o shgc-0.75 11 %S (2) 42 1.080 30.2 1,270 81.7 0 3,430 N -GIs-1A-cb-o shgc-0.75 100%S 18 1.080 30.2 544 32.0 0 576 UP-Ceil-16C-30 14 X 12 168 0.032 0.9 151 1.3 0 215 Floor-22A-ph 26 ft.. Per. 26 1.358 38.0 989 0.0 0 0 Subtotals for Structure: 3,546 0 4,545 Infil.: Win.: 11.1, Sum.: 5.1 208 1.644 342 0.399 210 83 Ductwork: 1,267 1,188 AED Excursion: 173 Room Totals: 5,145 210 5,989 FILE COP J C:\ ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM Rhvao =Residen0al & Light CommG ehiial HVALoads - - - -`Elite Software Development, Inc.'. ResidI al'Energy Calds 7904 Belmont Ave Part Saint Lucie, FL 34983 ".. _ Pa a 14 Detailed Room Loads - Room 7 - Bedroom 4 (Average Load Procedure Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.0 ft. System Number. 1 Room Width: 14.0 ft. Zone Number. 1 Area: 224.0 sq.ft. Supply Air: 175 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.9 AC/hr Volume: 1,792.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent: 4 CFM Runout Air: 88 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 643 ft./min. Percent of Supply: 2 % Runout Air Velocity: 643 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.339 in.wg./100 ft. Actual Summer Infil.: 6 CFM . Item A'" `Area U Htg Sen'' ClgL=`ate ' =f aSan lescri tion F _ Quenti ,. ,Value , HTM ,., Loss,, ,. HTM, Gam1R. Game. E -Wall-l3A-flocs 14 X 8 94 0.143 4.0 376 2.2 0 206 N -Wall-13A-4ocs 16 X 8 119 0.143 4.0 476 2.2 0 260 E -GIs-1A-cb-o shgc-0.75 20%S 18 1.080 30.2 544 76.6 0 1,379 N -GIs-1A-cb-o shgc-0.75 100%S 9 1.080 30.2 272 32.0 0 288 UP-Ceil-16C-30 16 X 14 224 0.032 0.9 201 1.3 0 287 Floor-22A-ph 30 ft..Per. 30 1.358 38.0 1,141 0.0 0 0 Subtotals for Structure: 3,010 0 2,420 Infil.: Win.: 12.8, Sum.: 5.8 240 1.646 395 0.400 242 96 Ductwork: 1,101 764 AED Excursion: 111 People: 200 ]at/per, 230 sen/per: 2 400 460 Equipment: 300 0 Room Totals: 4,506 942 3,851 C:%... X7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM vac - Residential & Light commercial HVAC Loads ' - - .. _.. Elite D Software evelopment, Inc., Residential Energy Calds 7904 Belmont Ave Port Saint Lucie, FL. 34983 ' _ 'Pa a 15! Detailed Room Loads - Room 8 - Bedroom 3 (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1yV Room Length: 14.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number. 1 Area: 168.0 sq.ft. Supply Air: 129 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.8 AC/hr Volume: 1,344.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 2 CFM Runout Air: 65 CFM Percent of Supply.: 1 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 474 ft./min. Percent of Supply: 2 % Runout Air Velocity: 474 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.186 in.wg./100 ft. Actual Summer Infil.: 2 CFM ;Item � ' ' ;. Area =U= Htg 'Senn Cig� Lat " Sen` E -Wall-l3A-flocs 12 X 8 78 0.143 4.0 312 2.2 0 171 E -GIs-1A-cb-o shgc-0.75 27%S (2) 18 1.080 30.2 544 72.8 0 1,310 UP-Ceil-16C-30 14 X 12 168 0.032 0.9 151 1.3 0 215 Floor-22A-ph 12 ft..Per. 12 1.358 38.0 456 0.0 0 0 Subtotals for Structure: 1,463 0 1,696 Infil.: Win.: 5.1, Sum.: 2.3 96 1.646 158 0.406 97 39 Ductwork: 524 564 AED Excursion: 82 People: 200 [at/per, 230 sen/per: 2 400 460 Equipment: 300 0 Room Totals: 2,145 797 2,841 C:\ ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM ' h46- esidential & Light Commercial HVACLoads. _-" ' -" "- - -- " Elite Software Development, Inc.' Resitlential Energy Calds 7904 Belmont Ave Port Saint Lucie, FL 34983 _ _ .:....... . Page 16 Detailed Room Loads - Room 9 - Bedroom 2 (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences:" 1 Room Length: 15.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number. 1 Area: 210.0 sq.ft. Supply Air: 158 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.6 AC/hr Volume: 1,680.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 4 CFM Runout Air: 79 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 579 ft./min. Percent of Supply: 2 % Runout Air Velocity: 579 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.275 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item gp:-' Area U � `:' Htg Seng:g CIg I tat`�a4s Sen i Descri tion Quanti ;$hValue :-, HTNIff; , LOSS I R Gamy °Gani1 E -Wall-13A-4ocs 14 X 8 103 0.143 4.0 412 2.2 0 225 S -Wall-13A-4ocs 15 X 8 96 0.143 4.0 384 2.2 0 210 E -GIs-IA-cb-o shgc-0.75 27%S 9 1.080 30.2 272 72.8 0 655 S -GIs-IA-cb-o shgc-0.75 100%S 24 1.080 30.2 726 32.0 0 768 (2) UP-Ceil-16C-30 15 X 14 210 0.032 0.9 188 1.3 0 269 Floor-22A-ph 29 ft..Per. 29 1.358 38.0 1,103 0.0 0 0 Subtotals for Structure: 3,085 0 2,127 Infil.: Win.: 12.4, Sum.: 5.6 232 1.642 381 0.401 234 93 Ductwork: 1,121 688 AED Excursion: 100 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 300 0 Room Totals: 4,587 934 3,468 FILE COP) C:\ ...\7904 Belmont Ave.rh9 Sunday, August 02, 2015, 4:53 PM �ac - esidential &'Light Commercial HVACLoads , Residential _Energy Calds- - - "- .. Elite Software Development, Inca 7904 Belmont Ave; Port Saint Lucie, FL 34983 - _ _ Page 17' Detailed Room Loads - Room 10 - Bedroom 1 (Average Load Procedure) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number. 1 Area: 210.0 sq.ft. Supply Air: 103 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 1,680.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 103 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 526 ft./min. Percent of Supply: 2 % Runout Air Velocity: 526 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.177 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area =C1- Htg Seri Clg Lit San' Descri tion.,,.:, (luanti Value HTM Loss HTM Gain ,.: Gain, S -Wall-13A-4ocs 15 X 8 96 0.143 4.0 384 2.2 0 210 S -GIs-IA-cb-o shgc-0.75 100%S 24 1.080 30.2 726 32.0 0 768 (2) UP-Ceil-16C-30 15 X 14 210 0.032 0.9 188 1.3 0 269 Floor-22A-Ph 15 ft..Per. 15 1.358 38.0 570 0.0 0 0_ Subtotals for Structure: 1,868 _ 0 1,247 Infil.: Win.: 6.4, Sum.: 2.9 120 1.642 197 0.400 121 48 Ductwork: 668 451 AED Excursion: 66 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 300 0 Room Totals: 2,733 821 2,271 C:\...\7904 BelmontAve.rh9 Sunday, August 02, 2015, 4:53 PM Hvac'= esidential & Light Commercial HVAC Lcads. Elite Software Development lnc.l Residential Energy Celds 7904 Belmont Ave Rort Saint Lucie, FL 34983 _ Page 18 S stem 1 Room Load Summary Htg "Min Run Run Cig Clg Min Act Room Area Sens Htg Duct Duct ' Sens Lat Clg Sys' No Name SF Btuh CFM "Size Vel Btuh "Btuh CFM CFM -Zone 1- 1 Living 210 4,779 62 2-5 515 3,089 234 141 141 2 Kitchen 168 3,016 39 2-5 573 3,432 770 156 156 3 Dining 126 1,558 20 1-4 285 546 102 25 25 4 Bath 1 78 753 10 1-3 151 290 48 13 13 5 Bath 2 104 1,003 13 1-4 202 387 65 18 18 6 Family 168 5,145 67 3-6 463 5,989 210 272 272 7 Bedroom 4 224 4,506 59 2-5 643 3,851 942 175 175 8 Bedroom 3 168 2,145 28 2-5 474 2,841 797 129 129 9 Bedroom 2 210 4,587 60 2-5 579 3,468 934 158 158 10 Bedroom 1 210 2,733 36 1-6 526 2,271 821 103 103 Ventilation 769 412 1,038 Duct Latent 1,494 System 1 total 1,666 30,995 393 26,576 7,455 1,190 1,190 System 1 Main Trunk Size: 12x17 in. Velocity: 840 ft./min Loss per 100 ft.: 0.102 in.wg Coolin 1S stem Summary Cooling,,,,,- .;Sensible/Latent Seh_sible Latent; Total Tons Slit ' ` Btuh' Btuh' Btuh Net Required: 2.84 78%/22% 26,576 7,455 34,031 Actual: 2.92 78% / 22% 27,400 7,600 35,000 [Equipment Data ° Heating System Cooling System Type: Electric Resistance Standard Air Conditioner Model: RHLL3617ST RP1536AJ1NA Indoor Model: RHLL3617ST Brand: RHEEM Description: CENTRAL AIR AND HEAT 16 SEER CENTRAL AIR Efficiency: 0% 16 SEER Comment: 10KW Sound: 0 0 Capacity: 35,000 Btuh 35,000 Btuh Sensible Capacity: n/a 27,400 Btuh Latent Capacity: n/a 7,600 Btuh C:\ ...\7904 Belmont Ave.rh9 Thursday, August 06, 2016, 4:16 PM z r- 111 FILE COP r' • � PRODUCT CN',S, ECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 181 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (7 3k5-2.315-2599 NOTICE OF ACCEPTANCE (NOA) �"de.:'nom PGT Industries, Inc. O0G 2 1070 Technology Drive �y C North Venice, FL 34275 .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-Itade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami Dside County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami—D ade 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 with in their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade Cot mty Product Control Section that this product or material fails to meet the requirements of the applicable builcing code. This product is approved as described herein, and has been designed to comply with :he Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR 510 Vinyl" White PVC Horizontal Rolling Window— L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-2, titled "Vinyl Horiz. Roller Windo, N, lmpact-resistant', sheets 1 through 10 of 10, dated 08/12/09, with revision C dated 05/29/15, prepared by t nanufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Cont col Section Revision stamp with the Notice of Acceptance mmnber and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 file I and there has been no change in the applicable building code negatively affecting the performance of this in oduct. 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 NO.tL 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 tbis NOA shall be cause for termination and removal of N DA. 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 and renews NOA# 11-1114.06 and consists of this page 1 and evidet tce pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0612.14 Expiration Dat,: Febru 'COP Approvut Date:.U51 PGT Industries. Ine. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE:1) A. ]DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.W9 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1 through 10 of 10, dated 08/12109, with revision C dated 05/.19/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. $. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-9.1 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TA 3 202-94 along with marked -up drawings and installation diagram of a s:ries HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916, dated 06118/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOANo. 09-0901.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyinE with FBC-51h Edition (2014), dated 06105/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Pe P.E. Prod act Control xa finer NOA No. 15- 612.14 Expiration Date: February 17, 2021 Approt al Date: July 30 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25115, expiring on 07/04118. 2. Notice of Acceptance No.12-1017.02 issued to Quanex Building. Products, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and 'Doors" dated 02/07/13, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5,h Edition 12014), dated June 5, 2015, issued by manufacturer, signed and sealed by Anthot ry Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 5, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G, OTHERS 1. Notice of Acceptance No. 11-1114.06, issued to PGT Industries fo. their Series "HR-510" White PVC Horizontal Roller Window - L.M.I." approl ed on 02/09/12 and expiring on 02/17116. Manuel PefyA, P.E. Prod net Control F niner NOA No. 15-0612.14 Expiration Date: February17,2021 Apprm -91 Date: July 30 2015 1:-2 ® IMPACT -RESISTANT HORIZONTAL ROLLER BOX FRAME AND INTEGRAL FIN WINDOWS 3ENERAL NOTES: 1. GLAZING OPTIONS: A:718"IG-5i16-H1H-SG+7116"- AIR+118'ACAP B.7/8'IG-5/16'H1H-SG+7I16'- AIR 118"T CAP 2, CONFIGURATIONS: XO AND OX. , ^^,e. onr:ccr1I +ROI-70 PSF (ALL CLASS TYPES LISTED! ^ A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE V AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. SHUTTERS ARE NOT REQUIRED, FOR INSTALLATION OF UNITS 3W ABOVE GRADE M THE HVHZ, THE EXTERIOR CAP OF INSULATED GLASS UNITS MUST BE TEMPERED. S. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING ORSTUCCO. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. APPROVED ANCHORS: 1, 3116' ELCO ULTRACON) 2, N10 STEEL SCREW (G5)AND 3. (.120) X 1.112" ROOFING NAIL FOR FIN. r. 2 518" MAX. TYP, 4" O.C. TYP.t MAX. —171 2114" M. - - - 1 , TYP. ;i a 114 VENT DLO WIDTH —­1 I-32 9118 FIXED DLO WIDTH 73" MAX. 78 114" FRAME O.D. 73" MAX. —11 32 9116 FIXED DLO WIDTH 314 VENT DLO WIDTH-�I I 6. REFERENCES: TEST REPORTS FTL-591 B; ELCO TEXTRON NOA I ANSIIAF&PA; NDS FOR WOOD CONSTRUCTION; ADM ALUMINUM DESIGN MANUAL; QUANEX BUILDING PRODUCTS (WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). rxj 8. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT = a FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF o X TRANSFERRING APPLIED LOADS. q� 9, ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALINGIFLASHING STRATEQY m m FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 10, MATERIALS USED FOR ANCHOR EVALUATIONS WERE X O SOUTHERN PINE (G=0.55), CONCRETE (MIN. 3.6 KSI) AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90, 6 112"MAX. _ 1-80"=SENTRYGLAS06Y KURARAY AMERICA, INC. Design Pressure Rall Impact Rating +601-70PSF Large and Small Missile impact +601-70 PSF Large Missile Impact Ordy fxnnmbnrnxnl MnbtlmWl GENERAL NOTES .................................... 1 ELEVATIONS ............................................ 1 GLAZING DETAILS ................................... 2.3 SECTIONS, I.F. FRAME ............................4 SECTIONS, BOX FRAME ......................... 5 PARTS LIST .............................................. 6 EXTRUSIONS............................................7 ANCHORAGE SPACING, BOX FRAME ... 8 ANCHORAGE DETAILS, BOX FRAME ..... 9 ANCHORAGE DETAILS, I.F. FRAME .... .. 10 INTEGRAL FIN MAX. SIZE = 73" X 62" SEE SHEET B FOR .�1I.16�" MAX. O,C, �— BOX FRAME ��NCHOR REQUIREMENTS 6 112" Maz,��—�•i MAX. SIZE = 73" X 62" O cHNOLOGY VENICE.MUnsYE I ��.J ELEVATIONS & ANCN0w, Impact -resist N. vENICE, F�xns "` RO.eax ISO Vln 1 Horiz. Roller Window, !m act-reslsh NOKOMIS, FL 349T6 0 ..__�H 6f0 NTS I-7 . 10 a..w 6197-2 PRODDQr REVISED as complyina Ivlth Bm Raft Huilding Cade 15.0612d4e- AecePlmmNO 4 Cxninlian Dme 4 IrI1l.S•+.cs•-r� .y\ : pfo.5B705 tit z3 is IW f1 ;SsrONII ' A Mli MI6LL'O.E. P.E.N59705 Ed norm,. FLANGE 118" ANNEALED OR TEMPERED GLASS " 1 1 a 111 1 OVERALL GLASS NOMINAL 'LAMI GLASS NOMINAL TEAT STRENGTHENED GLASS "SENTRYGLASOSY IARAY AMERICA. INC. 'HEAT STRENGTHENED GLASS 1. TE 7/8" LAMI I.G, GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP IO TECHNOLOGY DRIVE N. VEMCE. FL 24213 m Vinyl P.O. BOX iSia NOKOMIS, FL U224 HASi0 1:1 1 2 � 10 PRODUCTREVISGD u cm plyiap withtlk NMI& Ilnil,14%0oda '14 A<captnncc Nat -0 L'xplmtlon Dazc ��I uy Minmi odo {'mduet' %II I III OP\V I,YNN.!!i //, v: " No. 5E7U5 VGE FRAME F'•.,FturiD�.•'U��J` asistant '% U/lVAI. F S' A LYNI✓I�ILIER P.E 513f•2 C p.E.asa7ps EXTERIOR OPTIONAL FLANGE OVERALL SS NOMINAL " LAMI GLASS HEAT STRENGTHENED GLASS 7115"AIR' 110" ANNEALED OR TEMPERED GLASS 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 118" CAP f AMERICA, INC. STRENGTHENED GLASS 1/2" NOM. GLASS BITE TECHNOLOGY 34'a E G 1 n P.O.g0XIW9 Vlil NOKCMI9,1`0422E ® HR51 a� FL COA M2K HFSfC 9RODGCTREVISED as complying with tho Flacldo Buildfng Cadc Acogw ucNo15-0(oI2.14^ Expfmtion Dafe��f Ey nat t1 nan rs o Rr %t\'Ny LYNN.. p No. WOS 9:1 3 d 10 Imo— 5191-2 I"C I XLYP.e.a SEE NOTE 1 SEE NOTE 1 SEE NOTE 4 14 L—lL� 29 0 r SEENOTE2 4 DETAIL A DETAIL B LEFT JAMB SECTION MEETING RAIL SECTION NOTES' 1. A6 x 112 FL SMS, LOCATED AT 4 1/2" FROM EACH END AND AT 16" O.C. 2.96 x WS FL SMS, LOCATED AT 4 112" FROM EACH END AND AT 16" O.C. 3. #6 x 112 FL SMS, LOCATED AT 4112" FROM EACH END, 4. CAM LOCKS: (2)AT 7" EACH END 6. WEEPHOLES ARE 1" X 3116". SEE SHEET 1 FOR LOCATIONS. DETAIL C RIGHT JAMB SECTION HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) 0 29 EXTERIOR SEE NOTE SEE NOTE 5 DETAIL E SILL SECTION THIS SHEET CROI 107e TECHNOLOGY DRWE rn THIS SHEET N.VENICE.R]e275 Vinyl this sheet. NOKOMIS. fL3G21•t flAOA G2P286 HR510 DETAIL D HEAD SECTION NOTE 3 11 (RODIJU REVISED a: can'plyii,S with the rlmtda Soif.B de AcVlonao No 15.0612.14, ExpirmimtlMle ZI Ey Mi ,i adc Prodm c Y^sFil,��FP 1 tau. 607G6 ' 4r 3-INTEGRAL FIN :nt'. rc k. F r�� MI .1 'P'.E. Vindow, Impact -resistant Q a 1t) 5191-2 C P.E.tt SBios SEE NOTE SEE NOTE 1 SEE NOTE i 16 29 0 0 EXTERIOR SEE NOTE 2 4 5 29 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMS SECTION NOTES: 1.86 x 112 FL SMS, LOCATED AT 4 112" FROM EACH END AND AT 16" O.C. 2, #6 x 318 FL SMS, LOCATED AT 4 1/2' FROM EACH END AND AT 16" O.C. 3. H6 x 12 FL SMS, LOCATED AT 4 1/2" FROM EACH END. 4. CAM LOCKS: (2) AT 7" EACH END 6, WEEPHOLES ARE V X 3116 SEE SHEET 1 FOR LOCATIONS. Do HOT WELD CORNER ASSEMBLY (BOX FRAME) T==tno SEE NOTE SEE NOTE DETAIL E SILL SECTION CRO: TEC CLOGrORI OoT OO275 ENICE. ti P.O. BOX 1520 NONOW,R M274 FL COA $202% A 6�ty+ea,t HR570 DETAIL D HEAD SECTION 1 1:2 1 5 a fO I 519f-2 PRODUCTREVISED as cot"dr/nx MINN Plmlde C1UG(N1N 4 1j a . SR'•.. 'i f1k. 55705KN q slots ur . ,4i S�UN�L �C�,, A. L4wV it1=}ty P.E. P.E,N SBi05 ITEM DWG NO. PART DESCRIPTION 1 6160 65166 FRAMEHEAD, SILL AND JAM9S(FN ONLY) 2 5189 66189 FRAMEHEAD, SILL AND JAMBS (BOX ONLY) 4 5102 85102 FIRED NIEETM RAL 6 5123 65123 FIXED MEETING RAL - ALUMNUAI RENF, S 7SXIFPAW 6 z 1'FH TECH (CAM LOCK, KEEPER) 8 7SX312PPABX SCR. 8X31/2'PPTYPEAS(FIXED 8 716698P 330028 ALUM SOREWSUPPORT PLATES 10 6138 65136 IROLLERTRACK 11 5138 661311 JANnUFr 12 1 7103OW IINSTALLATION HOLEP-UGS BOX ONLY) 13 1 6105 06105 SASH INTERLOCK RALL 14 6114 65114 PTER1.0 KRgL-ALLMKM RBNF. 16 70208SLAW CAM SWEEP LOCKS 16 76133SLKW CAMSIAEEPLOCKK�9T 17 1644 81644W WSTP..187 z 270 FIN SEAL 18 5137 85137 SASHSOERAIL 19 6114 86114 SOEPAL-ALLMHUAIFEI F, 20 1644 61644W W5TP..187x 270 FIN SEAL 21 5100 65106 SASHT'OP880TTOM PAL 22 5114 65114 TOPS BOTTOM RAIL -ALIMSW R13i 23 1644 61044W W STR A87 x 270 FIN SEAL 24 225-1 42112HO ROLLER HOUSING 26 7SRW1L2 BRASS V"SlS 26 7612FW 8 x 12 PH PRL 62PT S/DS 27 7636FW 7 z 3/8 FH REEL #2PT SIDSS 28A 63VWK716 718' SUPER -SPACER 288 65WOK38 318'SUPER-SPACER 20A 6112 65112 %AZNS BEAD, i-LITE 32A (NOT L51D) 718- LAM I.G. GLASS, 1/8' 1EMPE RM OUBOARD- AIRSPACE- IW ANNEALED- .090 NIS NTEd-AYER- 118- ANNEALED (5/18- LAM} 328 (NOT USED) 7/0' LAM I.G. GLASS: 118-ANNEALED OUTBOARD-AIRSPACE-15'ANNEAL-.090 PJB INTERLAYER- US' ANNEALED (6/18' LAM) 34 SCREEN 35 WEEPOOVERS 37 1SMIM BLOCK 39 SLICONE DOW 1109 40 NOTE: ALL EXTRUDED VINYL MANUFACTURED BY OUANEX BUILDING PRODUCTS, INC. P.0.80X 1628 NOK06115. FL U274 7iRdic I N7-$ l B r 10 1 6191-2 I C L PIMDUCTRGVISED m complying wII51N Flo71da B,�ajing Dude t9'Ofvl2'./t4— AcceptwseN l 2) E, Trot n Dolo By LNanu ndc Pmdncl Control •/S10NAL A. LYGh%UERt P.E. PA.# 68705 I.F.FRAME O DWG #6116 RIGID PVC BOX FRAME O DWG #5189 RIGID PVC FIXED MEETING RAIL ODWG #5102 RIGID PVC --t020-1 1.250 .063 174 —1 1—T FIXED MEETING RAIL REINFORCEMENT O5 DWG #5123 Al6005-T6 1.647 .870 I �"I .666 EEI .065 SASH INTERLOCK RAIL REINFORCEMENT t4 19 2p DWG #5114 Al6063-T6 '2110 .036 7 L G, BEAD 9 DWG #5112 DUAL PVC I _Tixi_I nr/rR/pn1'-a- InceaewalmK a:,roaum roson:, mno�oeeaeorera va•ae+a. I ININE P.O. SO%1529 NOKOMIS, R34274 SASH SIDE RAIL e DWG #65137 RIGID PVC -1.305 660 -+-I 1—.065 ROLLER TRACK/ANTI LIFT 10 DWG #5138 RIGID PVC EXTF An I m ay.eam HRSTO SASH INTERLOCK RAIL 13 DWG #6105 RIGID PVC SASH TOP/BOTTOM RAIL O2� DWG#65106 RIGID PVC 1.1 1 7 , 10 1 5191-2 PNOD11CIImvi30b ac wwplying vvilh the Fiptida UuiCade AccvleplSncc No 1g-b612.14. 13X ig600 Dalo Q�} Ny hiiNni Me Prodtlp No.50705 C 01-PC S1nNAl. ��,.� A Unit 'P.E. RES 5SMS HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +60/-70 PSF OR LESS WINDOW HEIGHT (in) 24 30 1 36 42 1 46 1 54 60 62 WINDOW WIDTH (in) ANCHOR LOCATION # OF ANCHORS REQUIRED (TYPE 1 OR 2) 24 maw dnu 0111 c C z Z L Z 'L 2 Jamb 2 3 3 3 4 4 5 5 36 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 42 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 46 Head and Sill 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 54 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 BO Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 66 Head and Sill 5 5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 72 Head and Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 1 5 73 Head and Sill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 ANCHORAGE NOTES FOR BOX FRAME: ®1. ANCHOR TYPES: 1-3116" ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES) MINIMUM EDGE DISTANCE OF 1". C.> 2-910 SM SCREWS, GRADES (FOR METAL AND WOOD SUBSTRATES) MINIMUM EDGE DISTANCE OF 3/6". _ ■ 2. ANCHOR LOCATIONS ARE BASED ON THE J FOI! OWIING DIMENSIONS. 6.5" MAX. FROM ALL CORNERS JAMBS-10.3125" MAX. O.C. HEAD/SILL -15" MAX. O.C. IL TeCHNOLOOV OFNE N, VENI1E.113d2M P.O.E0k 1529 NOKOMI5. FL 3C211FMT 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE, 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 18, 10. HR510 I NTS 1 8 u 10 1 5191-2 PRODUCTIMVISGb x <nmplylnp with tho Plaids Evil ildingC cde A ptoeNUH. I ,IL e.pt�n�,lmle evil BY ndc Plodnd Cun W O 010 SCREW, SEE 1 318"MIN. w SHEET 8 FOR SPACING ��—�}-112" MIN. EDGE SHEE' 114"MAX. SHIM --I I-2 MIN, FLANGE J SHEET 8FORSPACING �I REMOVEABLE�, 13re^MIN. JJJII���IJJJI 2pJl FLANGE REMOVEABLE FLANGE .-}-1@" MIN. EDGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 3.5 KSI MIN. CONCRETE EDGE DIST. 1 3S MIN, EMBED APPROVED MASONRY OR 1.6 KSI MIN. cMu4 ANCHOR, SEE SHEET B 1 !4" MAX. SHIM —.-I {�- "' "' ^'' FOR SPACING :• EDGE DISTANCE'; �.'r 13lB"MI+EMBED b ^. 7F' REMOVEABLEWl FLANGE J e•.A APPROVED MASONRY �•'i • s:. ANCHOR, SEE SHEET 8 l: •'" ; FOR SPACING REMOVEABLE FLANGE 3.5 KSI MIN. CONCRETE APPROVED MASONRY OR 1.6 KSI MIN. CMU ANCHOR, SEE SHEET 8 FOR SPACING 114" MAX. SHIM 7 FLANGE...'.r"'..''.:... ",,.,'tiv 1-318"EA 3.5 KSI MIN. CONCRETE a• � �• �" ' OR 1.6 KSI MIN. CMU EDGE DIST. JAMB W/ BOX FRAME HEAD Wl BOX FRAME SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE lx BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3116- ULTRACON, EMSEDED 1 318" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM. 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEOED 1 318" MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS 13 LESS THAN 1 112". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T6 AND A MINIMUM OF 1/6" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 910 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOx MIN NOKOMI5, FL 34214 S HASIO 1 1:2 1 9 a 10 1 5191-2 NOTE: INSTALLATION TO THE SUBSTRATE OF 1, OR 2x WOOD BUCKS TO BE ENGINEERED BY OTHERS rl26nUCTREVISF.D as camPlying with Ns RmNE Build'ulg Cudc Accepinrtu No I 12. {¢ Ex Iralion Dam By Hound adl PradWCmm. IAm it L No, 53705 — lij O'•. , TE r q .•. Fr ORIOH..•' lr J r'�is'SlOP AL ��., r 1'flf'Illli" A LYNN MUER P.E. PA.n 587* MIN. EDGE 1 14" MAX. SHIM ---'I )-- (.120") CIA. x 1 1/2" ROOFING NAIL, 1 ®® SEESHEETi FOR SPACING REMOVEABLE—) R FLANGE EMBEDI-r1/2' MIN. EDGE __ 4" MAX. SHIM REMOVEABLE FLANGE—/ L (•1204) DIA. x 1 1/2" ROOFING NAIL, f LlJ IVA ®® SEE SHEET 1 FOR SPACING JAMB W/ NAIL FIN HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 114' MAX. REMOVEABLE I SHIM FLANGE 11 (.120")DIA.x11/2"NAIL, ©® SEE 1/2 '•MIN.' EDGE 1.430" MIN EMBED -+--- 71 SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING NOTES: ®Q 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-BADE COUNTY, USE (A20") DIA. x 1 112, ROOFING NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3, FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE AVID SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAYBE USED. O TECHNOLOGY ORNEM2T N. VENICC, FL bd2l5 P.0.80%75]9 NOKOMI6,fl]d$Id HOW 1 1;2 110 a 10 NOTE. INSTALLATION, IV IRC6VCJ 1K 1I OF 1x OR 2z W000 BUCKS TO BE ENGINEERED BY OTHERS 5191-2 O Lu PRODUCT REVISED a, emoplyingwifh the Florid. Building CodeAcc,tut. No Bx irpllaU dc lly�?.dul"�. Minmi — �'0 •. ' jy ,' c>`' ;7 o31Si� NAt. Fr\G F IL'ilk P.E. REP W705 t MIAMI•DADE = aIIAMI-DARE COUNTY a _ ' - PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) utir,%r.miamidnde.eov/oera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of%lisstruon materials. The documentation submitted has been reviewed and accepted by Miami -Dade CountyPERA J Nnc ont c�.Section to be used in Miami Dade County and other areas where allowed by the Authority Having J�tn•r'�ic W (A . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Court it Co" Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reser% it t�ve this product or material tested for quality assurance purposes. If this product or material fails to pgtfformn in th accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediatirly 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 detennined 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: Series "570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SGD570-01 Rev B, titled "Vinyl SGD", sheets I through 13 of 13, prepared by manufacturer, dated 10/11/11 and last revised on 02104/14, signed and sealed by Anthony L. Miller, 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: Large and Small Missile Impact Resistant Limitations: 1. See table 2 (sheet 8), table 3 (sheet 9) and table 4 (sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 6) and anchors requirements. See street (3) for various panels configurations and limitations. 2. Rigid White PVC, Tar (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA9s) requirements. 3. Egress operable doors must comply with min clear width or height per FBC, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the mamifaeturces name or logo, city, state and series 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 hnspection at the job site at the request of the Building Official. This NOA revises NOA tt 11-1018.19 and consists of this page 1 and evidence pages E-1 R E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. FLUM y"fMiAMrnADE COUNTY Expiration Date: April 14 2016 Approval Date: Februay 13, 2014 1.L Page I U2�t6� PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # 11-1018.19 /#11-0107.04). 2. Drawing No. AID-SGD570-01 Rev B, titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 10/11A 1 and last revised on 02/04/14, signed and sealed by Lynn Miller, P.E. Note: This revision consists of series changes, addition of Tan & Brown coated PVC and non- siIl riser water rating use and limitations. B. TESTS (Submitted wider files # 11-1018.19 /#11-0107.04) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, hie., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19110, signed and sealed by Jorge A. Canso, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06110, signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS (Submitted under files # 11-1018.19 /#11-0107.04) 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT, dated 02/16/11 and last revised on 3-11-11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/14. 2. Notice of Acceptance No.11-0902.10 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29116. 3. Notice of Acceptance No.12-1017.01 issued to Vision Extrusion Ltd for their `Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/14 4. Test reports No(s). 10-002-792(A), 10-006-1023I, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. Isbaq I. Chanda, P.E. Product Control Examiner NOA No 13-1125.05 E cpiration{D eIl;—Ap4, Approval D a e as 4 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ®", expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours for `Butacite PVB Interlayer", expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated NOV 14, 2013 of compliance to FBC 2010 and "No financial interest', prepared by PGT, signed & sealed by Lynn Miller, RE 2. Statement letters dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest', prepared by PGT, signed & sealed by Lynn Miller, P.E. (Submitted under file #11-0107.04) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises #11-1018.19 (# 11-0107.04), expiring April 14, 2016. 2. PGT e-mail dated 02/04/2014 and 11/23/11 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal # 10-0767, dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. haq L Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date; February 13, 2014 E-2 FILE COPY' 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 2) GLAZING TYPE OPTIONS; (FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS•HEAT STRENGTHED, AN -ANNEALED, SG-.090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SEN7RYGLASO PLUS). Fya=.080" DUPONT BUTACITE PVB: GLASS TYPE A: WIS' HS GLASS +.090' SG INTERLAYER+SH6' HS GLASS+7/16-AIR SPACE+3H6' T CAP GLASS TYPE B.3f1B' GLASS PVB INTERLAYER+3HB' AN GLASS SPACE+S/1B'TCAP 91ta•NS OIAss LjS GLASS TYPE C:3116'HS GLASS +.090' PVS INTERLAYER+3/1B' AN GLASS 4 GAS' AIR SPACE WITH HEAT -MIRROR FILM+3'16'T CAP yfs•HSGLASs- APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995, DESIGN PRESSURE RATING T VARIES, SEE SHEETS 8&0 8 LL 1 1 P 1-VISNOM. 711WARSPAM SIIO•HNOLASs 3118' If_s GDS3 - 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRYANCHORS: ouPow. W4" W'► DUPON148XT. 1/4• ELCO ULTRACON OR 1/4" ELCO CRETEFLEX. SEE TABLE 1, SHEETB FOR DETAILS. 9ENTAYOLn y1B'TOW' 4) MASONRY ANCHORS MAYBE USED INTO WOOD ASPER TABLE I, SHEET S. ALL WOOD BUCKS LESS THAN I-1/2" THICK ARE TO BE CONSIDERED IX TIf6• NOM INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-Ilr THICK OR GREATER. IX AND 2X BUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND Duse i� DI JN'OM INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BITE I a 6) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NO"HRINK, NON-METALLIC GROUT, 34DO PSI MIN., (DONE BY OTHERS)(MAX.1/4"SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHTTOTHE SUBSTRATE, AND TRANSFERSHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND W000 SUBSTRATE,OR 3 PAINTEDI AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC, GLASSTYPE"A" LAMINATED GLASS TYF SO LAMINATE, 9u"ME PVB LAMIA B)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE INSULATED GLASS KO HEDDNEs) INSULATED THE EMBEDMENTS SHOWN ON TABLE 1, SHEET B. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE tyre• NOM SCOPE OF THESE INSTRUCTIONS. +I y10'AIRSPpCE 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE, THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. MAXIMUM OF (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO OW OR (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 06' AND UP TO 120'. 11) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-10-002-792(A) & 10-006-10231; CAMBRIDGE 535753.0%ELCO ULTRACON PER CURRENT NOA; ELCO CRETEFLEX PER CURRENT NOA; VISION EXTRUSION, LTD: WHITE RIGID PVC PER CURRENT NOA VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC PER CURRENT NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC PER CURRENT NON ANSOAF&PA NDS-200S FOR WOOD CONSTRUCTION AND ADM.2005 ALUMINUM DESIGN MANUAL 12) THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS. (SG) INTERLAYER UNITS GLAZED WITH GLASS C PREVIOUSLY KNOWN AS THE 2870 SERIES. INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B OR C, USE TABLE 4, SHEET B. FOR GLASS TYPE A, USE TABLE 3, SHEET 91F THE REQUIRED DESIGN PRESSURE IS ABOVE 80 PEP, OTHERWISE USE TABLE 2, SHEET S. 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. 3) CHOSE WHICH ANCHOR OPTION (A43) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 6, ALONG WITH THEAPPROPRIATE SUBSTRATE, MINIMUM EMBEDMENTAND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 24, SHEETS 8 & 9), VERIFY THATTHE REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 6) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. WERE MraNGms wtvp DLA59 - RLM 3ttVjaLRSS GLASS TYPE"C" PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM GLASS - 1-1f16' NOM ww® W - 71W AIRSPAOE LUEA' 0. ILL PN( UTE0. W.P. -- XIWTOLA .oei+se.«F,P'�� J.J. 1 10/11/11 IFBC201000DEJ *;' No.58T�05� •; J.R. 1 11/05113 RENAMED2870 F�IT ITN w- GENERAL NOTES & GLASS TYPES FBI 3t\TAIRHIT, G\. NOTES .......... I e[e[unlrevl.+[u . n.PMM.IU Iee fTJ4Fl. [WntYa lwn t4 p BSI• - a OL n,Nn M P.O. 115Z0 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. SO%I@B NOXOM(¢.R.]G[7+ MI++1157 'N 71 'M D' 1 DEBT. oFA1RN HSP[B 670/2770 NTS 1 OF 13 MD-SGD570.01 B 2-TRACK CONFIGURATIONS MAX Hq GHEE g'MA% X � D 95NEE DAYLIOHTOPENMG IOWIF RM ...... J I O- - YDB. ANCHOR ANCHOR APPRO% DETAIL DETAL D6TMD HEHAEhHi_ ■ LOGRONSFOR NONSTRUCAIL 98HE HI66HEG LOCATIONS FOR BEM. SWAM (HAOASLLL) DhSSHEE HJb EPANELHEgHT•FRAMEHIGHT S POCKT CONDITIONS. BEM. DONDIRONO : I N OR61NF0 MAX MAX — — PANEL T2'MAXOF ,. TNIOOK O.Q.DM- - O _ DAYLIGHT —. OPENING VAOTH T / DETM DAYLIGHT ®T ANCHOR®CENT. ®1ANCHON®CEMEROF / 6XEET OPENING ® EACH PANEL BEETABLEB obi EACH PANELbEETABlE9 HEIGHT T@Tat EXTt ONSHEET9 g6B. EXTt ONSHEET906B. W96XEE _ xoRXY x 3.21WMIN.O.C. PANEL TYPE PANELTYPE ANCHORS®CEMEROF 2ANCHORG®CEMEROF POCKET M DETaL EACH PANEL SEE TABIEB ON DETMG EACHPANELSMTABLES BY 81EET3 SHEET 6HI TBBSB. E%Tt ONSMETSO&Q. OTHERS L EM.t 4-MIN. 010. 4•Mw.0.0. SEPNARATE a a BXEET H IOHT DILO APPROVAL) / 3Y1P Mw.0.0. — ':":.'. •.. '••..• CLUSTEROF9:':').. J.'.."',. CWSTERGFS 6�HEET ANCHORS@SIRE ANCHORS 0 STILE • IMERLCO( DETaL INTERSECTIONS. lNTERSECRONS.SEE SHOWN ��)� E%T,t ., .�.. SEETABLESON DETM TABLES ON SHEETS BBB. • P PANEL WM ,':. :.: 6HEETe gg B. E%T.t-S';':': ..:`. ..-. , .- .. _. -- (®HEAD 1• MIN.O.C. --------- -"---' -_ 4' MIN. O.C. S. MAX, l PMIN.O.C. INEADASILL) — •• '"'T F--wm (WAOETM D MG D&S& .:••.v' CLUSTERCFB •... ....: ISWE DETML TEROF DANCHOR9 ANCHOR9®STILE E a D L -- TW35XE 2A26'1YP. IHTERBECRON3. ceTAg • ®STILE WTER6ECTION6. 419 bME 88HEE DE! L HRDOBR NFYIJED SEETABLESON ' ' • • WETABIESONSHEETS wl Pbrle � � • SNEE1888B. EM.t B6S. TrSSMIE rarMTlw IS IhT �� C OCR BBYW teal / `. n'^r'.: . W+I ANCHOR GURATIONSNDWN; A6•Nr1rH N. 2O) JmB•Mw.O.0. - 1'MIN. 0.C. CO ONSHOWN;---------- 1 (S7ABLES )CABLE) LF/nNDJ MH (SEE UE TABLE62.JOR41 g'M4%, -To of TABLES 2.JOR1) ATOTACHEDJAMB ATTADHEDFJAM9 )FGR CONFIGURATIONS, SEE SHEET 12. ~ 1ANOR® 2)FORANCHOR EDGE DISTANCEAND ® CHDETM t ANCHOR® SILLENDS. EMBETABLEI MET8. 9: EXT.t HEADENDS. E%TJ LgHTOPE1 WIDTH:PANELWOTH-WIW HEIGHT: PANEL HEIGHT. BBHg• b!PJE-METMLEI.SHEETOMRMCHOREWEDWMMDEMBEOMW.. 10/11/11 IFBC231000IDE �}CENy�'r".''.,'`4t`'P%. Rv.BW025 Da4: ReWkn 11/05/13 1 CORRECT DLO HOR LOCATIONS (2 TRACKS) SGD INSTALLATION GUIDELINES WEEPHOLE PATTERN @24. O.C. WEEPHOLE PATTERN @SILL ENDS '�ri "'vHL•'T`' 6rraarx' '"""°"' a LiM1MxrtLEA1. 570/2770 NTS 2 OF 13 MDSGD570.01 B PPa Anus CERT.OFAVM. MIB2BB 3-TRACK CONFIGURATIONS B• MAX. OETML ANCHOR •. ;. LOCATIONS FOR BEM. POCKET > CONDITIONS. " ANCHORS INTO 12'MAX.0.C. ,•. P-HOOK I ANCHOR® CENTEROFEACH LB E%T.t ONSHEEEETABLEB ON SHEETS 880. CHORSQ 2ANPANEL.SCUT O�iAI /.TB' CENTEROFEACH O.C. SEETPO. EMt ONSH ONSHEETS Ba O. S.2fY MIN.O.C. CLUSTESI DETA CT ANCHORS®STRE INTERSECTIONS. EMt SEETABLEBON SHEETSB&& 9'MIN.O.C. 4'MIN.O.C. CLUSTER OF6 ANCHORS® 4.76' STILE 0.0. INTERSECTIONS. SEETABLESON SHEETS BBB. TAa C2 32TWMIN.O.C. S' MAX. MENDOF ACHEOJAMB D 0. I ANCHOR® E%Tt HEADENOS, 1) FOR CONFIGURATIONS, SEE SHEET 12 2) FORANCHOR EDGE DISTANCE AND EMBEDMENT, BEE TABLE T SHEET$. 3)DAYLIGHTOPENING(OLO)FORMULA& WIDTH:PANELWIDTH-S4lIW HEIGHT: PANEL HEIGHT-B81I8' 4) PANEL HEIGHT- FRAME HEIGHT-2b' MPROX,W, NONSTRUCTURAL (HEAD& S(LL) D i IL ANCHOR ♦ENT.L LOCATIONSPOR ': CW+A98 CONDITIONS. ' MAX O.C. 1ANC 11 DETMLO CEMEROF EACH PANELSEETABLES EXT.t _ _. ONMEETB883. Di EACH PANE.SEE TABLES E%Tt ONSHEEMB80. 4'MIN. 04L / \CL8TER 01 DETAIL ANCRE RONTILE INTERSECTgNSSEE EM.t TABLES ONSHEE.1S B80. 3.213' MIN.O.C. 4'MINWTEES. uL ANCNOR923T6'TYP6ECTIONB.N BHEETe MD OF HZD 3 D6iAR SAL HORQ FILL ENDS. ENDS. EXT.t BY OTHERS W".. (HEA08SILL) 0 LYNN Mj, ��••'��cENsp'••. FP . No. 58105 ��QO�.F(ORIDP. •AG��, P.E. DAYLIGHT OPENING — WIDTH 'X' OR'O' PANELTYPE 2.3OR4) I e" OETA L / 6XE6 IN 'X' OR'O' PANELTYPE PANELTYF 19TRAGM. SHOWN INTERLOCK SHOWN � I DElML SHEET /� / DAYLIGHT OPENING �J I HEIGHT CEREOPAUTMAMM WMAX. UIEAD&91L) a �j VW wILL�FMNv vab'wjN (µ1n(IN+DEY ' �)�14 EleailH WCGYHULC YNI I=KN 9 JILL CNUC J.J. 110/11/11 IFBC 2010 I ANCHOR LOCATIONS (3 TRACKS) I J ROSOWSKI I (VINYL SGD INSTALLATION GUIDELINES 111/18110 1 NTS I 3 OF 13 B 4-TRACK CONFIGURATIONS NONSTRUCTURAL 8' MAX D T ANCHOR LOCATIONSFOR BEM.I POCKET CONDITIONS. ANCHORS INTO 12•MAIL O.C. P-Hom (HEAD 8 SRL) S' MAX DeiAL i ANCHOR ENT ♦. `. ASSLOCJITfONS FOR SYPA69 M CONDITIONS. 210 MA% M. M . o.a De LO ONSHEETS 1 ANCHOR®CENTERWEXTV CENTER OF EACH DeTA& EACH PANELSEE PANELSEETABLES TABLES ONSMEET808& ON 8HEE1688& EM.`Y 2 NCNO 6 ® CEWEROF 4•MW 00 4.76• EACH PANEL. 2ANCMOR6®CENTEROF DETA&B O.C. 6EB TABLES D AR EACHPANEL. BEETABIEG ONSHEETS ONSHEETSBBe. EMT 686. 3210• MIN.O.C. 8.210• MIN. O.C. CULI DETAK RNCHOMOSfILE UU$TEROFS INTERSECTIONS WHOM @ME 6EETABLESON IMERSECTIONS.SEE SHEETS 8 A9. o6iAM1 TASLESONSHEETSB&D. EKT.X 4• MIN. O.C. 3.21V MN.O.Cv P MIN. O.C. 4' MIN O.C. CLLISTEROFB DETAh 2 ANCHOMO® RLE CWSTEROF6 4.76• INTERSECTIONS. NCHCR ." Le O.C. SEETAetEBON 2]76•TYP. INTERSECTIONS. SHEETS880, BEE TAS"ON SHEETG08G. ® EM11' m.w 9.218•MIN.O.0—9910'MIN.0.G E-MAIL w• O END OF ATTACHE PJAMS ATACNEOJAMB Ofi A4 1 ANCHOR® 0 M 1ANCHOR®•� SILLENDS. EM.v HEADEND6 NOTES 1) FOR CONFICUMTIONB, SEE SHEET 12, 2)FORANCHOREDGE NSTNCEANO EMBEDMENT, SEE TABLE I SHEET& 9)DAYLIGMOPENING(OLO)FORMUTA& WSOTH: PNELwmTH-64H6' H M: PANEL HEIGHT • HISC H 4) PANAN EL HEIOM - FRAME HEIGHT • 2b• OTHERS (UNDER SEPARATE B• MAK., (HEADBSILL) DAYLIGHT OPENING WIDTH O6TAIL SHEET WORV x' x' PANELTYPE PANELTYPE PANELTYPE IMEflLCCK A6TPAGAL I � B� SNEEi EHOWN / a 24 O.C. u N po..610�8707a�5 WEEPHOLE PATTERN ® SILL ENDS `X' R'O' PANEL TYF m TABLE8260Rq 2010 LOCATIONS (4 TRACKS) OPENING HEIGHT e•MAX, (IEA08SILL) �.,.Iblodu n. Pt4d8. 0yn11N4 ON22,�'t • • TPR91/1 IVINYL SGD INSTALLATION GUIDELINES 111/18/10 1 PA.I CERLOFAUW.C1 M 570/2770 1 NTS 1 4 OF 13 DETAIL 1 DETAIL 2 INTO MASONRY ASIPAOAl CONCRETEICMU(0�TA��PERS�M.METM�I.SHEErO TYP• ANCH°RTYPE, EMBEDMENT AND EDGE PERANCHOR DGE ASTRAOALADDON NON3TRUCNRAL 30ABTRA°ALADD-0NRE pNCHOR pHD%2lWWS REINFMCEMEN ia1OPIlONP1\ \\—PERASTMDAL. DETAIL 2 IMERLOd( IaJE!' �'�.,� /� I° `© EXTERIOR . POCKET �1' ASTRAMl � BO%8C P- LOCN8T0.E p FOR PANELWIDTH PANEL WIDTH LOCKSTILES, DOORFRAIAEWIDTH ABTMOALB, OWRFRAME WO)TN STILESAND MORIxOAW e T BEENOTE9 EDGE �TII JAE DISTANCE r to NOXY4•SMSREINFORCEMEM q ii4JJ1 BCREW;BPER MIL. LOCATED BELOW ATCEMERLINEANDB•FRCM e u '� ' END9 (FACTORYINSTALLED) 2310•ROW p Q TYP.ANTANDEDGE 6PACINO IMEPi.Ogq EMBE PERSUG TRAIL ONLY DISTANCED TABLE 1. STMT 0 p SEE TABIfi f, bMEETO e a Q i ME B DISTANCE FIXEDPANELCLIP ANDANCHORB, sBE L DETAILSHEETT B STANDARDSCREEN a%WOODBUCKSTRIP EMBEOMENT FIXED SIR[ ORFRAMINO,SEE TYRANCHORTYPE,EMBEOMENF EXTERIOR NOTE4. SHEETI ANDEDGEDLSTANCEPERSUBSTRATE, aXW000 BUCKSIWP PAMLWIDTH BEE TAazE1,SHEETO CRFRNJNO,SEE �I EIXiE NOTE4,SHEUI DETAIL 3 DETAIL 2 DISTANCE INTOWOOD INTERLOCK NONNORUCTUPAL ANCHOR EMBED Ik• MEINT r MAK, NOTES II111 I J. ICOWIGUURRATICUS. a,sANoeTlurx ``\��aoN,( LYNN ,HN/1%-�-"", O OPTIONAL. xI5FR8XEET9 xA FORANCNORIOGTtON68PACW0. -� •I;VGENSS'•;y �J Q P-HOOK J)SEETABLES2i FORREINFORCFaBENT •.• * :' REINF. REQUIREMENTS. * No. 58T05 IE(Ia•LONO.® 4)CONTIN000S ANCHORPLATE, ITEMFS, ISREQUMED aNEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS. - C RNOOK S) PAN EL WIDTH DOES NOT INCLUDE INTERLOCK OR 4E REVIF• o EXTERIOR ASTRAOALADDON. :13 PLATESMB, Q4.G1i4 .'''. pEppRTS PORE%ACT DIMEN910NS.%P�STAOE F IO%1-114'"OOK FORFRTOTST m lawNELF<91aT6 IN®xeM•ac. v cSS� •....• �C;.` MEGRIM DETAIL ONA�IIp` Na4VAQ,% FL 3074 IMOWOOD A. CFNO DFAUIN. PIIUB DETAIL 3 BROMASONRY I%ORUWDOD �BUCKSTUPISEE NOTE4,SHEETI �L .:.. •'.} CONORETEICMU-- •.:•'. PERANCHOR .'• " � REQUIREMENT �-�}— EMBEOMEM 0 EDGE DISTANCE i-•— 1q•MAX. SUBSTRATE, BEE TABLE I. SHEETS '� EDGE � `• DISTANCE , a; p •NWMW.� ••a-YB'ROW ;' SPACING � iV'G •�`�EMBE0. IttOYUR 'YIY�MMA � MENT � 2J�Cj •: CONCRETE/CMU F)IirYW REQUIREMENT v4•MA% 2010 J.R. 1 11/05/13 N/A THIS SHE y pboo, By. 10RIZONTAL INSTALLATION DETAILS OmmJ ROSOWSKI 'INYL SGD INSTALLATION GUIDELINES 11/18/10 A11LL91NeE Cml[ Bee.L tYAxIDNo Rx. 570/2770 NITS5 OF 13 MD-SGD570-01 B INTO MasoNm DETAIL 4 Ix9ucKSTRw INrowooD TYP. ANCHORTYPE. EMBEDMENTAND W Lq EOOE019TANCEPERBUBSIMTE TYP.ANCHORTYPE, HEJK6100NCH HEAD PERrWl21OR0P REQUBTEMENT,SEE TABLEI,SHEETB SEETABLE I.SHEETS 2yB• EDGEDISTANCE 9EETABLEI,SNEET FRAME HEIGNT, SEE TABLES 2,6A4 PANEL HEIGHT FRAME HEIGHT- 2.17 FOP LOCKSTRES, ASTRAGALS, FUZOSTILES AND) HORIZONTAL RAILS N u EMBED- MENT 18%2/CSMS RED60RCEMCNT SCREW, 7PERSDIE,LOCATEDAT Ir PROMINNDS(FA,C4T 12'TAILM). BffACTCRY 1N9TALLED). SRLRISERVARES WITH REQUIRED PDSRrvE DE PRESURE,S E TAD S. 18 A,SHEET9 BB 899. FIBER 4SE11' d•1m' Q RISER DETAIL 4 DRO MasoNRr EDGE OBTANCE 3v=�D 11/� TABLE I. ANCHORTYPES: Type SuyaTM. Anchor Mlnlmmn Fxnh.d..d MIn. FJ, DI4Dm P.T. omuhm Pho (So..55) 11126h..IM.I680mx(06) 1dr 2/C 1/4' Bm ut4 cm 1.1/2' 1.Y4' 114'Elm CM Flax Bb4 1-1Z' 1d14' A Ahnhum,S T6 mlA f12Sh.IWIiIS.(G6) (ILIM 112' BMM GIW, 0'. SS W.. 012 Shut Mehl 80mw(GS) 109e(48461F) 11T ASB81.N n26hmt M.1W9CBwM 1B2e(D04sll 1Y B P.T. G.U. Pin.(80..65) H2Wmd6cmA(35) 1J Y4' O,R MD. 2.7 kQ 1M'El 111 C Ida' 1' Comm1.(m0.U5k.) 1M'EkoC FI 681 MV Y O m (A91M G2W T 1M'Elm C Il U694 1-1/P 13'T CCmM.(fNA 2.7k.0 iWmcolllt m Iry 2.112' D Ca I.(mh 165 ho 1/4-EkoC WFlax881 i2m 2-W uv,mt d CMO, &a Only (AGM Om) tie Elm UIMCm 1414- 2.112' VPElm Cml.Fbx B84 1A/4' 2-0TY 7 METAL SUBSTMTE9TOBEPROPFALTDEBWNED TO TRANSFEILLOAD WPOSEOONTHEM NQHS 1)DETML TO SAND1 TFLACKCONFlOURANG 2SE)SHEE11524 FOR ANCHOR LOCATION B SPACING. 9SEE TABLE924 FOR REWFORCEMENTREQVIREMENT9. 4)MO OUSANWtORPLATE,REMB4ISREQUIREDATALLFWEANCHORLOCATIONS. B —T 141tI V S)PANELWIDTHODESNOTINCLUDEIKE =KORA9TMGALADDON. B)ALLREIWORCEMENTBAREAPPRO%IMATELYTNEFULLLPNOTHOFTNEE%TNUSION.REFERTO TEST REFORTSFOR ENACT DIMENSIONS. ��t�N( LYNN Mitt li,� \\ �, ............. FR , Rew.eer. J.J. D.rc 10111/11 mmn. F802010 DETAIL 4 INTOSTEEL DpVL\2D wh= N4 idfnhF. 2 -0)1 BA�mM K 1N'f, : ' '.r.:.. '; 11P `� h : - VOEHSS i MAX. EM�EOMENT,". '.,. ''. W. M.W Wls Rs•4M ' •. NOTES. _ - ..,...,:M,N.2;TyEI9NEEr7 J.R. 11105113 /A THISSHEE CONCRETE® 2%WOOD BUCKSTRIP _ EDGE _ : - aF� EDGE SILLPERANCHOR ORFRAMWO,SEE DISTANCE - 1 DISTANCE REQUIREMENT. — D •, 4 i VERTICAL INSTALLATION DETAILS J ROSOWSKI OHORTYE DIEM NOToo nuc ETI TYP. ANCHORTTPLEMBEOMENT k/: TYP.AN"aEWELVANGE ENT SEETABLE I, -�'•, tAT O 1p10"CE,L 34276 1Ms MY< SUBSTRATL SHEOTABLE SHEETS SHEELB B jR�p ET%,BLE I,9NEET6 ���` FLORIOP •'f,?�� MVEABCE FL &215 DETAIL 5 DETAIL 5 c�S......•••• ��?, P.aboxla2B VINYL SGD INSTALLATION GUIDELINES 11/18/10 INTO FAAIL5 DEMO , SIGNAL-Ta.• NOxOM(s,FT.J1214 Syyy),y qp mmc p.ppfy pn- A.&AIIIII-L P.E. cERr. oFADTH.J29zeb 570/2770 NTS 8 OF 13 MD-SGD570.01 B P.EJU 05 1)INSTALL '�� 2)INSTALL CLIP INTO CLIP INTO PANEL a FRAME STILE a JAMB& SUBSTRATE` a SEE 1 — a TABLE 1 ( FIXED PANEL CLIP " \ INSTALL ONE CLIP AT THE MIDSPAN OF EACH FIXED PANEL -TO -FRAME JAMB LOCATION. (2)..._...- SEE PLATECOVER _E 2, rREINF. PLA I r-g8X1-3/4 FOR DOORS OVER 96'.10 ANCHORS 3% W. S'. 12", & 461" FROM EACH END INTERLOCK IS REINF. COVER N10 x 1"sMs INTERLOCK SILL RETAINER CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK INTERLOCK REINF. PLATE fi10 X 2-112" ®ate SMS HEADER BLOCK TO HEAD ATTACHMENT INSTALL ONE BLOCK AT EACH INTERLOCK. ATASTRAOAL,INST41L TC ONEBLOCKTHAT SPANS BOTH PANELS. /OXXX H SHOWN NOTES 1) DETNLS APPLY TO 2. 3 AND 4 TMCK CONRGUPATIONS. 2)SEE SHEETS 2-1 FORANCHOR LOCATION A SPACING, 3)SEE TASLE424 FOR REW DKEMENTREOUIREMENTS. 4)COHNNOUSANCXORPLATF, ITEM N, I3 REOMREDAT ALLFRAMEANCHORLOCATIONS. PANEL ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS JAMB TO HEAD 1® ASSEMBLY i THREAD -CUTTING INTERIOR EXTERIOR L LIlf lllll, X1" KEEPER TO JAMB LOCKING JAMB ATTACHMENT ❑I 'ER ((�� IILIQI I S ml)v FvsvLKn ...4paww6 ��AMFbLfN A.g �rsp � - Gn1c p 1 D10 X 1 LYNN Mi "/,i ��cENSE' ��FR �': •, .� �r N,.seTDE — Iiorh4ESy. J.J. ml. 1 10/11/11 RM ' FBC 2010 CODE ReWMSY J.R. Ovls 11/06/13 RM,b[ /A THIS SHEE kla� ACCESSORIES INSTALLATION DETAILS ROSOWSKI ST TE ,rtv •.P�oR�gC• `�2`; LTiMIAh.IER PE PP16B10.5 f010 TECNNCLOOYDRA'F N.VFNIOF.FLSf218 P.ONORO.Smif902F4 TG' VINYL SGD INSTALLATION GUIDELINES aim 11/18/10 eemYwlM 6mN: 570/2770 NTS FIML 7 OF 13 a*eM2Ra MD-SGD570-01 ReM B CFRT.OFAVRl. NR29B TABLE 2: TOTALPOFANCHORSCLUSTERED THROUGH THE HEAD Q SILLAT EACH PANEL MEETING POINT. (E%: FORC341, S ANCHORS REQUIREDATPANELMEERNG POINTANDI ANCHOR REQUIRED AT MIOSPAN OF PANEL). REQUIREREWIRE TTYPEPER SUEDTRATE REWIRED TO ACHIEVE THE ANCHOR PRESSURE, LISTS THE ANCHOR pE 1. S ES T0, FOR BELOW. SEE TABLE I, BHEETB,FORCOMPLETE ANONORLW11TgiIONB. TABLE KEY: HoM PANEL FRAME A WOIM sm wo 6011 emb 5 2 RM L t Dw4n A80.0 Rssuswo ma NOR FRAMEmDTH PMAN, L= mDIDOFPANELS H THE MAXIMUM NEGATIVE DESIGN PRESSUREATTHESEANCHOR QUAWMES. THE MA%IMUMPOSITIVE DPATTHESE ANCHORQUANIFORTHEORIHEIGHT THE MMUST MDP FORTHESILLHEIOHT MUSTALSO BE CONSIDERED. SEE TABLE LEA.IATNIS BNEEi. TOTALPOFANCHORSTHROUGHTHE P.Hom TOTALPOFANCHORSTHROUGHTHE JAMB, Fl01: DOORASSEMBLIES INSTALLED WHERE THE OVERHANG (ON) RATIO IS EQUAL `I TO ORMORETHAH"S E%EMPTE0 7=ry FROMWATERINFILTMTION REStSTANCE.THE OVERHANG RATIO SHALL BE CALCULATFST BY THE FOLLOWING EQUATION: OH RATIO .OH LENOTHIOH HEIGHT I)THE LESSER VALUE OF TABLE A MA TABLE 2 DETERMINES THE WATERLIMDED(t)DP. 2)THE 1.1 IN0' SILL MAY ONLY BE USED WHERE WATER INFATRATION RESISTANCE IS NOT REQUIRED OR CVERHANG IS PERFIG 1. V SO, (F) DP5 SHOWN INTABLE2MAYBEUEEO. f vuukvv0 L ME ANCHOR LOCAT IOrLS. ADD -ON. stw�Fl4Y101h f1odM limWkNI , lulntl�Y1 O r LO 0 r U) yyy° t� W ° N Z J oLL &� ro o N �a LLLLII a ig vv7 LLI C7 0 Y O ®y O r ` 6 F co A� Cp r• E r• Ca. ° O N 4$ qgZ LLI 888 O N 2G) j 0 1pqpqqq pF� IP TABLE 3: MrISAIAw.ov Soft. 2770 ArchorQuanlll4s and Design Pressures w n•&19• InQLMIS-aAea•rnman PPAMe HEWHPtltQ ewce•MCTm,GP avANELMAtlMUM COto'IOUMl10N eo _PANEL E <qqyy i Hq pp(MWITIH i617 g ggal gg g gea W.1 W.1 W.1 0.1 Wry W.1 CN1 Wry wl W.1 WO GNt e B6666YIa a a a a a a a a 0 9 9 9n .INA .tw.0 N000 r100A .1wA .Iw0 .1w0 +iwA .1wA .1w.0 .Iw.0 .1w.0m0 i=,"Mo 400A •100.0 400.0 -IwA -iwA •f00.0 -iwA •100.0 • 00.0 •1w.0 •INA •100.0816 Ca.1 W.1 W.1 W.1 W.1 CN1 "I Batt CNI CNt W.1 CN10 6 a 6 a a 6 a a 6 6 a 0t a 6 a a 0 8 0 a 9 0 0 0n N00.0 +1W.0 +1w.0 .1w.0 Nw.0 +iw.0 +iw.0 .iw,0 .iwA Nw,O Hw.0 .Iw09n •Iw.0 •Iw.0 -1w.0 -1w.0 •1w.0 •Iw.0 -1wA 4w.0 •iw0 -IwA •100.0 1w,0em CNR C6N CJ+1 WH Wa WN CSH WH W+R CN1 C6+I WHb 6B 6 6 0 6 6 a 6 7 6wX 9 9 a 8 0 a a a to 9 6 0pn aw.0 Nw.0 riw.0 N00.0 Nw.O Mw0 Nw.0 qw.0 .Iw0 rlw0 Hw.0.1w.0m. .100.0 -10,A 40M, •1w0 -100.0 •I00.0 •Iwo -100.0 •1w.0 -1w0 .100.0 •Iw.0 NWaeb W+2 CNR W.2 W.l C 2 CW] CP2 tt W+] CN2 ON2 CN1 Jema 0 D 7 6 a 6 7 6 7 a 0 6 +2 PJm,A ID a a a to a a a 11 9 0 9 cast, .iwA +1w0 +Iw0 .look .1w.0 .1000 .Iw.0 +iw.0 .we !Iw.0 .1w.0 .Iwo I... .Iwo -Ino Iwo •IwA •IM •1w0 -iwA 4110.0 da0 •lw.e •100A ASIA Wagagagg"MaBW W.2 CN3 GN2 CN3 CN3 CN3 CN2 Ca12CN3 W.36 7 a a 6 7 7 10 6.a P.IwM 11 a Z a a 0 a 12 9 f0 10Gri +W0.0 -mo .1MA .1w0 .1w.0 .1 A .a7.0 .1w0Nw.0 ;I AP... :2n -tw.0 • 00.0 •Iw.0 -1wA •IwA 47.0 -Iw.0 -Ina •IMA Relnforcomonto Requlnd,(Son Parton Sh00l1G) GIOn Typo, Mignon; LocalFbot the A.Ingd AsllagelAdorn TgdBollom Rail Ise........ Pars IM Pa026 I PaN26 I P.030 I Pa4Y2a A TABLE 4: Series 070 B 2770 Anchor Quantlde0 and Design Pressures WEL FRAME N�`i @& & +� S g�F SIGNWE Rpp &&g 6pp IS Hp @@,A,g @@ gg gggg gg kq ems 7i 3 �i 3� gi xa �9 3i 3 a3 a 30 M a 49 PVlneorcemonb Requln.(e.n PAM on Shoot 10) Ola..ryN. ble6at Wald7detl 61110 A.InpM AIBayM Ad6M TOpBMamnell (a.. Boost it Blmbe P.dORB PMtlse Pt4tl10 Pe4Y 60 PmIY20 B 10DIInM0pb Pu1Y2B P.AYR7 PMp ]l Pa4Yw I Pmlow 1 0.0 TABLE KEY: NOTES ANCHORAGETYPEPER9UB9TRG REONREDTOBELM. EETD 1. TABLE A: 1)pETA68 APPLY TO2,3ANOATMCK WNFIOVRATONH. *Q.l RESSURE, USNOTHEANCHDR0UN171E9LISTED BELOYl. BEETABIE 1, 2)SEE SHEETS2 4FORANCNORLOCATION a 9PACN0. SHEETS WRC0111PlETEANCHORLIM1TATgNa. WelOrllmll0d (.) pedOR PnesYm 3)W TABIE32A REWFORCE M08, IS 0UWERED AT PANEL AjCON1YBIOUSANCHORPLATE, REMYB, 611EOUmEDAT ALL FRAM] PANELTRAMS NamNal Slg AOWe1610 Mm.(.)OP 5)PH LLOCADOOE TOTAL YOFANCHORS NT.(EXCLUSTERED 030,3THROUGH MINOR HEAD QUIRES AT EACH am "ANELMEETWO PONT. (EX FOR WN,aANCHORB REQUIRES AT PANEL Hoghl Wighl Agwed 6)PANEL WIDTH DOES NOT INCLUDE BT(ERLOCK Ca ASTRAGALA00. MEETING POINT AND I ANCHORREQUIREDATMIDEMAN OF PANEL} 1.11110' 1.6w SOe2)0dwv FIG t: B)SEESHEET2 FORAPPIICABLE DLO PERPANEL9DE i- FORM OF MANORS THROUGH THE JAMB. SALT 3.464' .60.0 pa(ON LENGTH2a - TOTAL Y OF ANCHORS THROUGH THE P4100K 4a!!!W 4.037' . OpN DOORASSEMBMESN9TALLEOWHERE .0 4af8° d.s14'.iW.0tee( THB OVERHANG(OH)MD019EWAL PIi11DBLT11YYtCD.4 THEMAXRIUMP09RIYEDPATTHEBEANCHORGUANTITIES.ADDITIONALLY, TOOR MORE THAN I IS EXEMPTED THE MAXIMUM OP FORTHE 9ILLMEIOHi MUST A1.80 BE CONSIDERE0.9EE 1)THE LE66ERVALUE OFTABIEA pNOTABLES FROM WA 1NFILTPATIONNOM.TABLEA,TNIBeHEET. apND4 GETERMINE9 THE WATER LIMITED(+)pP. TooL ANCE.THEOVERHANGNATIOFRPANEL=THE MAXIMUMNEOATMEDESIGN PRESSUREATTHESEANCHORGVANTRIES, BITTER-11716PATSO RESIST NCE 13N WHERE z FOLLOWING EQUATION: He WIDTH 00F PANES WATEREDOR VERHAE819TANCE IGI.FSO, 0 FOLLOWING EOWTION: r REQUIRED I,HNTA ILES3M 4MAY J!USE 1 )a•.- .l in .DP9 HHOWNINTABLESJAN04 MAYBEUSED. ON MTI0�OHLENOTHION HEIGHT I M 4 5 o r m g N � 7 atl IL Z J Lu o qy0 R U. O N 2 W O U C N U LL 1 l�l pp J Q J_ rn W a.. Z O F- F ZO yp C m O r DO zN It Z O 'gip O'$(A I- 6.na• -{ rC7 ❑ ❑ 12. O 2 TRACK HEAD/JAMB RIGID PVC r -- &260• -I o o H1 1AIY ar 3TRACK HEADIJAMB RIGID PVC 6Ax6• O for t] 9 -T O2 TRACKSIILLL RIGID PVC �028Y 1 l O � .,ar o 7 1Ae8• da�_� 2 1 O3TRACKSILL RIGID PVC 4 TRACK HEAD/JAMB 4 TRACK SILL RIGID PVC O RIGID PVC b0Y A9M 11�r AP t l+--b,P "TO yA,p ",A00' 0/0• IA�y71 r 1-•-�-.- Mr .126' AVJ _F� ABY r -�0 A02' (DCOV�SCREW OANC-TOALU . Og �3-TBALUM. ERT 0606�6ALUM. 't SUPPORTR BOTTOM AIL eBe3-78 ALUM. RIGID PVC +,I II.._. 6063T6 ALUM +1 ,A)Y jam- ,A,S jam-- �-1 ,AV' 'I ,A95• I ,AB,• JTy1 l xw 1b1Y 'ow ' Aeo• .ohs• D0Y L Q BOX SCREEN HEAD COVER SILL ,3 COVER SILL TRACK �ADDONREEN 3ILL ®TRRACK SCREEN 18 ANDJAMSADDON RIGID PVC RIGID PVC B003-TOALUM. W63-TO ALUM. RIGID PVC —1 xex• I-. aA20 r 2ABT 9.,6,' IAe3• s.ve• OBC I .000' ABa• Aar .tar -•, SILLRISER ER ILLRISER @P-H OK 6063-TBA UM. 18 60B3--TBBA UM. 'B 053-T6ALUM. ®68°8•TOA UMTOR ®6 6 -TT6 Aar ALUM. }p�p�t. n1��1. �e � 15ao• �-- 2fY ®RIGID 1116"BC EVELED BEAD @RIGIDPVC EE BEAD @RI3116 PVC OGEE BEAD ®P-HOOK REINFORCEMENT PLATE 6003-T6 ALUM. I_ anorc -- -�I,A3Y '�•� ,.e0a' I+- +{ 1LBS r•-- ® REINFORCEMENT I 12W I COVER .11v I`�III 1.a6' IL�II RIGID PVC I z'�S 2,L Am-W 2]BY Aar r 2zY u J L ray 1 —{ _.12s• e20• -y �eer eze•-.{y..-.10Y ® TOP, BOTTOM ® NL®OM INTERLOCK M@EPLATEMDSTIE AD STILE REINFORCEMENT RNFORCEMENT 8005•TSALUM. REINFORCEMENT REINFORCEMENT 6ODS-T6ALUM. 6005-TSALUM. OOD545 ALUM. COMPOSITE 2b11• AOY ABO• aAO,• .100' e 4200 1 7 xY �2110' ,A Z141' .1x6 LI zzt 1�2.110 1.016i-- TERLOCK ASTRAGAL EL STILE, TOP (@REI ORCEMENTN®REINFORCEMENT ®ADAPTER ®RIGID PVC ADD -ON ® AHD BOTTOM RAIL 6005.T6ALUM. 6063-TO ALUM. RIGID PVC RIGID PVC +IbxYr— �Axa•r It "r :LA.1.MY I_ 1.009' 1,803 182T 7— T" L Asr L Ax6• J .osY ®TOOXP RAIL SCREEN BOXSCREEN e©BOTTOM RAIL ®SDE RAIL EN ASTRAGAL XO ADAPTER 6063-TB ALUM. 6063-TO ALUM. 6053-TB ALUM, ADAPTER 6003-TO ALUM. T0 � e. `I— 1 STD.SCREEN 10 TOP/BOT. PAL STD.SCREEN " SIDE RAIL 60B3-TS ALUM. 6063.T6 ALUM. 6063-TB ALUM. Aw +4 N Mr LT� I I----F , aeY .OM' 2Ax5• �I STD.SCREEN t13 FIXED PANEL CLIP ASTRAGAL 6083-TBALUM. ADAPTER 6063-TBALUM. ��wisE' KEP"'o J.J. 10/11/11 IFBC2010 y ,k %n ReKweP lust roar. Na J.R. 11/05/13 /A THIS' lull f = ® PAR DETAILS CER,. OPA6TM 0182Be ►2w6ua,avncA w�1�„w n.Ib6a. 6DI,�,6i•4M �rsG A4,� J ROSOWSKI IVINYL SGD INSTALLATION GUIDELINES 1 11/18/10 1 NTS 1 10 OF 13 Pad # PGT. # Description 1 619001 2-lleck Head/Jamb 2 519002 2-Track Sill 3 619026 3-Track Head/Jamb 4 819026 3-Treck Sill 6 819027 4-Tmek Head/Jamb 6 010028 4-Treck SIII 7 619009 Frame Screw Cover 8 819031 Anchor Plate 9 619007 Rack Insert 10 610020M Aluminum Keeper 11 019D36 Bottom Rail Support 12 619008 Outer But Cow 13 619011 SIII Treck Corer 14 819039 Box Screen SIII Addon 16 619012 Outer Screen Track (Standard Screen) 18 019036 Box Somen Head and Jamb Addon 17 610022A SIII Rleer-(DP60) 16 &IS023A SDI Riser-(DP60) 19 619024A SIII Filter -(DP100) 20 619032 P-Hook Adapter 21 619020 P-Hook 24 619014 Reinforcement Corer 25 619030 Reinforcement Plate 29 619017M Tap, Bottom and Stile point. (Alum) 27 19046 Top, Bottom and Stile Reinf. (Comp.) 26 819018M Imarlock.300 Reinforcement 29 819013M Intedock.400 Reinforcement 30 619018M Astragal Reinforcement 31 819036 Reinforcement Plate 36 $19005 Interlock Adaptor 3B siso09 Astragal Addon 37 610004 Panel Sale, Top/Bottom Roil 40 71SeO9 .107 x.280 Flnseal(Blue) 41 71696K 1-1/2' x 1" x 3/4" Fin Seel Duet Plug 42 41OD41 Interlock Cup Color 43 78153X Tensor S.S. RoilerAssy. 44 78163N Tandem Nylon Roller Asay. 45 019043 P-hook Reinforcement Plate 46 710X125FPSDX ji 010 x 1.114" FI PH SMS N8 26 11MEET 10 FOR MATERIFL7yPEANDOETN49. Part POT.# - Description 50 410042 Frame Header Block 61 48052 Roller Ad). Hale Plug 62 41735 SGD Panel Come -along 63 41736 SGD Panel Come -along Cofer 65 71696 Dust Plug 68 44385 4 Hole Bumper Stop a8 819037M Fixed Panel Clip 69 71696G S01 Plug 61 1 78bePPTX 98 x 3/0' Ph. Ph. TEK Screw 62 78X14PPSDAX #8 x 3/4" FI. Ph. TEK - S.S. 63 781PSTX 08x 1"Quad -S.S.. 64 781PDX 98x V Ph Quad -S.S. 66 78XI14PHPT410X 08 x 1-1/4" Ph. Ph. TEK 66 710X1PPSDNO( 010x1"Ph. Po. TEK -S.S. 67 710X115PPX 010 x Mir Ph. Ph Keeper So mm 88 710X2PPX 410 x 2" Ph. FI S.S. Screw 69 710)212PPDAX #10 x 2-1/Z' Ph Ph. Tek 8,8. 70 712X112PP 012 x 1.112' Ph. Ph.A 71 GE 7700 Silicone 72 Du Corning 095 Silicone 73 71728K Neoprene Selling Block i"x4"xt/18" 74 Metal Spacer- 9132" 76 Urethane 10 Sealer 76 SIIlcone-Foam Super 8pacer-7116" 77 Hot -melt Butyl 78 019010 1.1/18" Beleled Bead 79 610016 1-1116" Ogee Bead 60 619016 1-3116" Ogee Bead 82 62139 Ogee Vinyl Muntln 83 03609 Insulated Glees Ituntln- Horizontal 84 4CONN LO. Inlemeollon 85 7558K LG. Gridlock Clip -7118" 86 7560K I.G. Gridlock Cup -6116" Pad # POT. # Descdpl[m Box Screen 90 812255 Screen Top Red 91 612267 Screen Bottom Pat 92 612268 Screen Side Rail - Lockstile 93 64344 Screen Astmial 94 617349 OXO Somen Astmgal Adapter 95 64428 Screen Double Interlock 98 617347A Screen Bug Flap 97 41818K Screen Keeper Spacer Set 98 72DXIX 1/4.20 x 1" S.S. 99 720X112X 1/420 x 1.1/2" S.S. 100 71793G Wstp, .270" x .160" - Fin Seal 101 7SRAZ Standard Roller 102 78RAX Standard Roller -S.S. 103 7LOCKWCS Semen Lockset 104 41818K Screen Lock Keeper Spacers 106 78DKEEP Screen Look Kasper Standard Semen 110 012033 Screen Frame - To Bottom Rell 111 612026A Semen Frame - Side Reg Leleh 112 612033 Semen Frame -Side Rail 113 817363 OXO Screen Astragal Adapter 114 64853K Vinyl Astragal 115 617366 Screen sN Adapter 11e OFP06K Bug Flap 117 7R42DK Rlwt 118 74XIPA 94 x V Ph. Pn. SMS 119 I 78X112P8ATS 08 x 1.112" Ph. Pa. SMS A Z 120 41703N Screw Bose Bushing 121 712027 Comer Key Wheel Ass . Standard 122 71MUSS Corner Kw Wheal Aae. S.S. w/bead 1Z 41806K Somen Handle 124 41805 Somen Handle Slide 125 704168 Screen Latch Ass . 126 7SNKPN Somen Keeper 127 01693K Serrated Scmen Spline-.145° 128 61602K Screen Spline-.166" 129 61694K Screen Spline-.150" 130 61810020 Scman Cloth 4aopuak6y11ge r wMrlpeYkh gxMe A / MrWuYpe erWnpoa MY �i �. ..G No. N O �m p E ppW s = LU Z J O O0 fj o N V) to 7 CD Z LL O y� D- r-O.t ,� W N Z g Z A 07 N a— �pp`g$O O r F C3 y rz o y TYPE STANDARD REVERSE 2PZT A u a M 2P2T M P R A 9 0 K T 3P2T P M R A o" oxD 3P2T D K � NOi AVAIABLE A AT 3P3T D B A K F N IfKI( 0%% 3P3T B P m 08 K F M 6D A L D 4P2T R P NOTAVA IE OXKO L D 4P2T m " 0t NOT AVxLABLE D K B B F F 4P4T A J J M N A u u JBarz IDDa D B K P 4P4T e P e q J J M A U U Icow owz L D 0 6P3T R F P q B P No "REEN oxoIG Sf:PPEN L D L 0 6P3T F A m m B %XYOf BtlMVEEN KD 1OD00t SCREEN 'a TYPE LEFT HAND POCKETS LEFT HAND POCKETS iP2T X X 2P2T B A M P 3P3T B a A P F M KXX loa 4P4T B a B A P F F M 2P2T c M v 4P2T e F C M %1N{ 6P3T B F B F O Y %INVJ( 6P4T B F e F B F C M 4 INTERIOR EXTERIOR V NOTES 1)MAKIMUM OF(9)EIGHTFANELS UP TOOB•FRAMEHEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRA)JE HEIGHTS OVER99•AND UPT0124'. 3)MAXIMUMDOORFRAMEWIDTH (EX0W0MG POCKETS W APPIICABLEI1SLImRE0ro9a/-1J118'. Nse 111111 1 �� •'•. GTA _� fOTO WWOL00YDRNE ..... F101..... �U' �: M MICE FL3J2PO �''icSSIONA� xaFrGD.'wB.'aa{a°�BiaTF A LJYaW I�L�I� P.E. n mmB cERT. oFAUTx.WN}BB r1—rl.r rJ � .r: rl—� • rl—rl FIW�DRIIiVL1iD ftw. Kc M•W IN FIodN A-W.C»FI.J.i-lLzl ,I KlFlntlan DFp t+/ter. ll/ �lpa rc J.J. 1 10111/11 IFBC 2010 LE CONFIGS AND PANEL NAMES I J ROSOWSKI SGD INSTALLATION GUIDELINES 11118110 Bah: 6M! paW.yAp IbY. (2770 NTS 12 OF 13 1 MDSGD570-01 B ^ 1r+ 4 MIAMI•DADE p POo' 10!tiODUCT 116HAAHDADE COUNTY CONTROL SECTION DEPARnIENT OF REGULATORY AND ECONOBUC RESOURCES (RED 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION 4 T (786) 315 2 L Florida 3 1 5-2474 NOTICE OF ACCEPTANCE (NOA) 599 www miamidade eov/economy Amarr Garage Doors 125 Carriage Court Winston-Salem, NC 27105 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 RER-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. RER 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 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC-9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets Ithrough 3 of3, dated 0311412003, with revision B dated 1011312011, prepared by Amarr Garage Doors, signed and sealed by Tomas L. Shelmerdine, P.E, bearing the Miami -Dade County Product Control revision stamp with the Notice ofAcceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 ofthe product or process. Misuse ofthis 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 and renews NOA # 12-0228.12 and consists of this page i and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMMADECOUNrY ,�, l 3- "' Expiration Date e 4 0 11Wl?Approval ate: ugust , Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC-9509-180-21, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA)1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets ltbrough 3 of 3, dated 03/1412003, with revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Addendum to Test Report No. ATLNC 0129.01-13R, prepared by American Test Lab, Inc., dated 06/11/2013, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartman, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc., Test Report No. ATLNC 0129.01-13R, dated 04/0212013, signed and sealed by David W. Johnson, P.E. 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per TAS 203-94 along with marked -up drawings gs and installation diagram of�9'x 7?Model 950D Heritage with Durasafe, 24 ga Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01-0312, dated 06/22/2006, signed and sealed by David W. Johnson, P.E. "Subinitted under NOA # 08-0718.0111 C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 04/11/2013, signed and sealed by Thomas L. Shelmerdine, P.E. 2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. "SlIbl7)iried under NOA # 08-0718.01" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/11/2013, signed and sealed by Tom s L. Shelmerdine, P.E. Carlos M. utrem, P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: S � V PrE-1 APProval Dat��Lbr m"TAELE ROUES, CMUER ATIMME9 V/ 0) 1/11 x In' BUY L kor PER B T IIW "AWE QMCA 14- u ATTACKv d1 FLAB BRAMET ATTAMER r0 V® ee 0 V/pIDSEx E/P ]NO 1mf N[Pp ESRCV6 Er N)p p GA Cd0E0.[IN TRAM (L Ens mA % L-]/8• LA8 AMROLTS µ0 TO rpP FIXRWE AITPg1Ep V/ ROUT V/ ((I 1/A'-Ev x S/0 rRAIX SRIQ IB 8A WLV. nx%ERCIN ] 8I0• [2GA R-1FTI514- x 314v dI VY y ]/(• KX KAp LCRCVS 00.T5 ANv MIiS TOP RmLER BWtlttf V/ (a 1/(• x ]/(• A➢AISTABLf Elim pILf%T ATTACHED RTTAMI V/(O 1R• x .' KL IEAa BSAEVE AT Vtta IA' x I/f• BOLT µp MI}] S,V K% MGU SKN! LACN C[HTM is AT "'0 0( OA LIN EXl[Pom SXIN FM BRAMET • B• 10 BALL 1TTLL x/O0.RC0 M p0.Y[sIFR IMM a• xw mM RpuER TYPICAL TOP FIXTURES T� EW(tt iRAIX! AT m! IOWOM LS 1 C 6 �WPry86C SO /•3WO tl�IM (l�p/Ip'mAt19%8' 1[[ (SA4E PI M PALE 9 FOR J PECwKxmO SCMIdI faSTQRATIIN --A TYPICAL DOA E CE E 1 G�,�/���� anim IT AATT M IA10 nAIXET ! 0. r01irtS0Pp1 SSC}(pV 1 IE 8A DNV. SM T L AWA DMpLL' SIIL[ STiI�IFN(/[�1M1AI Sh H TRAO( SWNt 90.T l hU} 2 3 ONIXTOP S[wCTIIO11O RLEIW F HOLES FMFDASIM US xx&E ATSNOR OF ETRur 14 DA IS REOMCD) 6 4 R <tASL[ EI M PbE ] � 6V 1W! aRK4r 6PACW0 A d TRAM CpR1O1MDON FOR 0. W TO IV TALL MEWS snu R a/mx X sa w. 13 RAV LOGTI6V-' AT PICRL STILE S IFF E C R-rRu1i) CALMiTf6 R-Tntt O 1TC M&L A OI pAQ 3 S[[ mABLE D dl pA4[ ] x.iA J A11 0 V/ (() V(' x WV fn LrLLL RA[CIQNr Fn STRUT SPbWG IFU K. S RAWS AT U. ON P STSLE µ0 M 1/4' x &V K% -0 NAE I R TOREVS AT EAM CMI@ INSIDE ELEVATION x.T- ADAm (SRE. SLIDE BRNo 1(4 DAFMFC I ¢' r(W 1Rur At ArrM!¢v v/1a Vazv x O0 NXIC ATTACK➢ nTTM AW S S/8' rPK% B0.rS Ax0 HOT V/ 1a 1/(' x 1H' . ISO MAR luwi 14 0A M%AWAF[ ANSrACI[ IEIILfA CARRIIRE ATM(MM TO ryp 1a ppy� Mp[[ F�� STEEL MAIMS 3 S/B• enq R-LOItt VM) (W "ASN[ WT. HOWLS QO Sp, lq`x5,1 I? V/ HpT1OL SM. � D.Y D� R RDmm9 WIIIn I//• x a/(' KX MAD mium REELER CµMU ArrAORp L� TO MO WILE v/ 0) VA' x vA• 1 L��1 A AtRn VWFBZ' LOB®@fO M d-IVM 9(E xM NEAP SCR[VS PER CARRIER XTaWON A -A fSICIF MEWL B Vqm WRC91D IB/IJ/II RR a' Ip RA mC[L IS 81ZE \UO1111 9• LOWS ElOf ROLLIA pp \\ / ATTACKO V%u(O N AIDE Lux [HOAmi 1. VMICAI OPTIONAL VENT DETAIL OE9GN LOAD. q \`\\\ �• SHf1 F 4,, �W, -,:- V(• x VV KX iRN%px nix slm3 Le• Mlx 6 ;EI.I PEP YYYb .`xw 16'AD SCRVB MENLllmlr (MAP u1CN. M LUX LARGE M I S S LE -60.] PER, @ aso. ° F .a.- _ WA DPHOW.) ATIAM vim VA• x A. f _ 000. F7 ��: @ Y(' K% ma sum g s IMPACT RESISTANT TYPICAL IXwASAFE ENO NTH aE 'sJ •• STATE OF - 9ia yWA4N0 py 0%, G4.V. STQL [IO STRC SAP x 1 POP uv C' ATTACHED ED W/ LARGE WSSTE i(A /.• Q. v]/1•xw W/PIIWBIc sAL sOrcv roPEA AnAOapm. IMPACT �, <Og10.•' �. �r1 umADax npPUED ar wsi ATTAmaD nM m rOG-L- F•' 6 I LM ev W QxIM ST11L9 tLFOiD�L' A Mi TV r v) •uK nAa(ET A* m ND AND T1� REM"ANrc �SSiONA; `p\`,, R� AT}ALKp n1S6Y D. Li0.fi _WI rn-4LOC AT iK T01 µp 60lTTKTAON[AR Sm14V RNL µp A➢K61YE r ��. n mrtR10R P91 PM RVO➢( B PRODUCTOVISCObr e R ADDRESS, SS, 'to 0 .OG iei AmgWW' P to S&L STUL I EAMAiiPbLNcO &Ipil\t m 18 +pD fARATAu nlYi varrM-LALw, xu Rxm wvARWALM ..'l V MW EiM R0.L[R - IS DR ATT % v%' M NODBL 000 NBRRA08 OA IOOD P000 ve•x % eB RA Kx KAD MEWS m CoIXIW IIDOBL 066 OAR eUlalO'E (e{ CA) 1000, E000 a- ONv. snit uAIX BIIORT. IONO� PLVBN. ANO OM 6VEIN1' PAN618 1O V(-n x SAVIRAM m ITAP R-TRiSA) To. ".MS.w TB S KAWI BT W WE d/iSAI LRIWP,IN$R 1PLLQ WILT µp yN PER OUT. vMnm 1WD a TYPICAL BOTTOM BRACKET .IPIm vaAtsr TRACK MO INTItID TAI d/I/O1 IRC-9509-180-2) Oln a US eOEWM) NSS B ONID BY A4 mII 9M16] a A� � § \ ~ k - L & � \ . « \ ; \ \ � .� q! ))R § _\ \ n ;4 $ -'• ||| `0mm §4 � , ` FIL COPY ,\"o � | TABLE 1 ALL TRACT( ATTACHMENT SPACING +/— 2' ALLOWED WNH SYP OR SPF NO. 2 OR BETTER ONLY No M 9uFDlef611y 16!HGVOAOBIIL4L—€" TVR0DIX0H�riG n m80045*00 �*"' 11 rAxwk 060HER%OB OK SmOBHOR, LO.t { OA@;N, BR ... 4k. p- 17 r 0 lJ � (� v r 0 ro u Ul r r J% n � � Z Y Z � '-F 1 ro �-XJ P y 0 o 0 rn G d �o J` O r' K. leap y" ap «yl�19� TY cou St. Lucie County Building Department ATTENTIONy The 51 Edition of the Florida Energy Code went into effect June 30, 2015. In accordance with the new Florida Energy Code, the following changes and requirements for new construction and replacement windows, doors and skylights are listed below. Mobile homes are not required to meet the requirements of the 51' Edithion of the Flodida Energy Code. • Windows and Doors will be required to meet the U-Factor, Solar Heat Gain Coefficient (SHGC) required in section 402 of the 51 Edition of the Flon a nergy Code for climate zone 2. Opaque doors up to 24 sq. foot are exempt Per R4023.4 of the 5' Edition of the Florida Energy Code. All labels showing manufactures U- . Factor Rating and Solar Heat Gain Coefficient will be required to be left on windows and doors until window/door inspection is completed. TABLE R402.1.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONATE CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB d CRAWL ZONES U-FACTOR b, j U-FACTOR FENESTRATION R- FRAME WALL i R- WALL c R- SPACE b SHGCb VALUE WALL R- VALUE R-VALUE VALUE WALL c R-VALUE VALUE & DEPTH R- VALUE 1 060, 0.75 30 13 3/4 13 0 0 0 2 0.40 0.65 0.25 38 13 4/6 13 0 0 0 3 0.55 38 200R 8/13 5/13 5/13 0 5/13 13+5 b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed Fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. j. For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code, Residential or Section 1609.1.2 of the Florida Building Code, Building the maximum U-factor shall be 0.75 in Climate Zone 1 and 0.65 in Climate Zone 2. Property Card Site Address: 7904 BELMONT AVE Sec/fown/Range: 11/34S/39E Map ID: 1311IN Zoning: RSA Ownership St Lucie County 2300 Virginia AVE Fort Pierce, FL 34992 Legal Description LAKEWOOD PARK -UNIT 4- BLK 32 FROM SE COR BLK 32 RUN S 89 DEG 57 MIN W 132.5 FT FOR POB, TH CONT S 89 DEG 57 MIN W 85 FT, TH N O DEG 03 MIN W 150 FT, TH N 89 DEG 57 MIN E 35 FT, TH S 45 DEG OMIN E 70.70 FT, TH S 0 DEG 03 MINE 100 FT TO POB (7) (MAP 13/11N)(OR 3729-1471) Current Values Just/Market Value: $59,700 Assessed Value: $59,700 Exemptions: $35,200 Taxable Value: $24,500 Taxes for this parcel: SLC Tax Collector's Office 12 Parcel ID: iO4-0124-170-8 Account #: Use Type: 0100 Jurisdiction: Saint Lucie County Total Areas Finished/Under Air (SF): 1,666 Gross Area (SF): 2,769 Land Size (acres): 0.26 Land Size (SF): 11,500 Building Information (1 of 1) Finished Area: 1,666 SF Gross Total Area: 2,769 SF Exterior Data View: Roof Cover: Tar & Gravel Building Type: HC- Year Built: 1973 Grade: C- Effective Year: 1973 Story Height: 1 Story No. Units: 1 Interior Data Bedrooms:3 Electric: MAXIMUM Full Baths: 2 Heat Type: FrcdHotAir Half Baths: 0 Heat Fuel: ELEC A/C %: 100% Heated %: 100% Page 1 of 3 Roof Structure: Gable / Frame: (o Primary Wall: CB Stucco Secondary Wall: �r Primary Int Wall: Avg Hgt/Floor. 0 Primary Floors: Carpet Sprinkled %: 0% 2.7 3s http://www.pasle.org/RECard/ http://www.pasle.org/RECard/ 8/1/2015 Property Card Page 1 of 1 rrupCny 1uenuut.auun Site Address: 7904 Para:. :-: 1301-604-0124- Account #: 945 Sec/Town/Range: BELMONT AVE 170-8 I1/34S/39E Map ID: 13/11N Zoning: RS4 Use Type: 0100 Jurisdiction: Saint Lucie County Ownership Legal Description St Lucie County LAKEWOOD PARK -UNIT 4- BLK 32 FROM SE COR BLK 2300 Virginia AVE 32 RUN S 89 DEG 57 MIN W 132.5 FT FOR POB, TH CONT Fort Pierce, FL 34982 S 89 DEG 57 MIN W 85 FT, TH N 0 DEG 03 MIN W 150 FT, TH N 89 DEG 57 MIN E 35 FT, TH S 45 DEG OMIN E 70.70 FT, TH S 0 DEG 03 MINE 100 FT TO POB (7) (MAP 13/1 IN) (OR 3729-1471) Current Values Historical Values 3-year Just/Market: $59,700 Assessed: $59,700 Year Just/Market Assessed Exemptions Taxable Exemptions: $35,200 Taxable: $24,500 2014 $59,700 $59,700 $35,200 $24,500 2013 $599300 $59,300 $34,800 $24,500 2012 $65,900 $65,900 541,400 $24,500 Sale History Date Book/Page Sale Code Deed Grantor Price 03-19-2015 3729 / 1471 0112 SP Federai National Mortgage Assoc $79,200 02-20-2015 3715 / 2810 0112 CT Howard (EST) Paula N $0 06-24-2002 1546 / 1028 00 WD Grothaus-Spears,Terri A $105,000 Primary Building Information Finished Area of this building: 1,666 SF Gross Area of this building: 2,769 SF Exterior Data View: Roof Cover: Tar & Gravel Roof Structure: Gable Building Type: HC- Year Built: 1973 Frame: Grade: C- Effective Year: 1973 Primary Wall: CB Stucco Story Height: 1 Story No. Units: I Secondary Wall: Interior Data Bedrooms: 3 A/C %: 100% Electric: MAXIMUM Primary Int Wall: Full Baths: 2 Heated %: 100% Heat Type: FrcdHotAir Avg Hgt/Floor. 0 Half Baths: 0 Sprinkled %: 0% Heat Fuel: ELEC Primary Floors: Carpet Total Areas Finished/UnderAir 1,666 (SF): Gross Area (SF): 2,769 Land Size (acres): 0.26 Land Size (SF): 11,500 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2015 Saint Lucie County Property Appraiser. All rights reserved. http://www.pasle.org/RECard/ 8/1/2015 Property Card Page 2 of 3 Sketch Area Legend Sub Area Description ACPL Aluminium Carport Low APSA Aluminium Patio (Screen) Average BAS BASE AREA GAA Garage Attached Average OPAA open Porch Attached Average PATA Patio Average (Plain Slab) Area Fin. Area Perimeter 240 0 68 252 0 64 1666 1666 168 420 0 86 135 0 64 56 0 36 Land Information Total Area. 11,500 SF/ 0.26 acres Sequence Number Number/Type Depth for Front Feet of Units 1 35 Front Ft 0 2 50 Front Ft 0 Special Features and Yard Items Type Qty Units Year Bit Permits Number Date Description Amount Notice: This does not necessarily represent all the permits for this property. Click the following link to check for additional permit data in Saint Lucie County Date Book/Page Sale Code Mar 19, 2015 3729 / 1471 0112 Feb 20, 2015 3715 / 28I0 0112 Jun 24, 2002 1546 / 1028 00 Feb 27,1997 1063 / 1688 00 Dec 1, 1986 0523 / 0189 00 Jun 1, 1981 0358/2364 00 Aug 1, 1980 0337 / 2134 00 Aug 1, 1980 0337 / 1063 00 Current Values Breakdown Building: $52,300 Land: $7,400 Just/Market: $59,700 Ag Credit $0 MkvAsmnt $0 Differential: Assessed: $59,700 Exemption(s): $35,200 T..... u1. end CM http://www.pasle.org/RECard/ Sale History Fee Deed Grantor Price SP Federal National Mortgage $79,200 Assoc CT Howard (EST) PaulaN $0 WD Grothaus-Spears,TeniA $105,000 WD Jesse Maynard $71,500 Cv $50,000 Cv $65,000 Cv $27,000 Cv $57,000 Current Year Values Current Year Exemption Value Breakdown Tax Grant Code Description Amount Year Year 2014 2003 0500 Homestead $25,000 Exemption 2014 2008 0550 Homestead $9,700 Exemplion over $ 50,000 2014 2009 4000 Widows $500 Exemption 8/1/2015 PropegyefAess: 7904 BELMONT AVE Sec/Town/Range: 11 /34S/39E Map ID: 13/11N Zoning: RS-4 ownership St Lucie County 2300 Virginia AVE Fort Pierce, FL 34982 Legal Description LAKEWOOD PARK -UNIT 4- BLK 32 FROM SE COR BLK 32 RUN S 89 DEG 57 MIN W 132.5 FT FOR POB, TH CONT S 89 DEG 57 MIN W 85 FT, TH N 0 DEG 03 MIN W 150 FT, TH N 89 DEG 57 MIN E 35 FT, TH S 45 DEG OMIN E 70.70 FT, TH S 0 DEG 03 MINE 100 FT TO POB (7) (MAP 13/11N)(OR 3729-1471) Current Values Just/Market Value: $59,700 Assessed Value: $59,700 Exemptions: $35,200 Taxable Value: $24,500 Taxes for this parcel: SLC Tax Collector's Office 11 � yvay3 ¢41lgg1§"rd/#/propCard/945 Account #:9=- Use Type: 0100 Jurisdiction: Saint Lucie County Total Areas Finished/Under Air 1,666 (SF): Gross Area (SF): 2,769 Land Size (acres): 0.26 Land Size (SF): 11,500 This information is believed to be correct at this time but it is subject to change and is not warranted. © Copyright 2015 Saint Lucie County Property Appraiser. All rights reserved. 1 of 1 08/10/2015 10:34 AM -- -- PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave _, -- -- Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY UI�I� \ e \ e l L will be using the following sub -contractors for the (Company/Individual N7amm 1/ project located at t �� (Street address or Property Tax ED #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Pc- an ns (A 0 Plumbing �T.) U I Z c6 HVAC/ 'P e'S C21 Mechanical Roofing Gas PERMIT I I ISSUE DATE: PERMIT# ISSUE DATE a PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division � r BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. Slate of Florida Certification Number ltrapplicable): oy- o 1 V��-' ���1 l� L have agreed to be the (Company Name/Individual NamU \ -yC�b IJ 9 Sub -contractor for -I �__ (Type of Trade) (Primary Contractor) For the project located at Street Address or -Property Tax ID #) 0 It is understood that, if there is any change of status regarding our participation with the above mentioned Project, I will immediately advise the Building and Zoning Department of St. Lucie County by .filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) ]BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) i•il:,,.:i.,, C$7s.t+:7g c?gi'!,3`'!'1;14Z0.';S �:.Vr.'+; RR�.Q�I7CIG�:0.?gp Business Name: SIGNATURE OF NOTARY BLIC PRINT SLCPDS:.08/06/2014 Oc- As IVEN I IB1CATION. - 1 LNcr�f�—�-- (STAMP) OF NOTARY PUBLICMA m DE LA LUZ VELASCO Notary Public - State of Florida ' ' •_ My Comm. Expires Nov 1, 2016 Commission # EE 848616 ''%° �� ,oe• Bonded Through National Notary Assn PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): c/'-) d 6 e s ! / 7 For the project located at (Project Street Address or Property Tax ID have agreed to be the It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDY (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) e .. /, ' =_'wqn. STATE OF FLORIDA, COUNTY OF V N THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS �_ DAY OF V 20XS__> BY t iJ q � 1 c� 2 WHO IS PERSONALL MOWN OR HAS PRODUCED AS IDENTIFICATION. (STAMP) C C1 f �� r '�R�I ti�J 11 � w el -P l.✓9. l F+•� 1 � r � f�� SIGNATURE OF NOTAR4 PUBLIC PRINT NAME OF NO!4RT PUBLIC SLCPDS: 08/06/2014 , o pa..'(.... MA DE LA LUZ VELASCO Notary Public - State of Florida •= My Comm. Expires Nov 1, 2016 :;.°r Commission # EE 848616 ' f`,1°` Bonded Through National Notary Assn. PERMIT # ISSUE DATE /- PLANNING & DEVELOPMENT SERVICES n o Building & Code Compliance Division • BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number (If applicable): rPs deA�2 ` C- a,�c (CoTlpany Name/Individual Name) (Type of Trade) For the project located at have agreed to be the Sub -contractor for T_7tna)�k\ C (Primary Contractor) �6e)_k_ta ;3\- AV (Project Street Address or Property Tax It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: C _ L- I— \ , � STATE OF FLORIDA, COUNTY OF �\l b c Q THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 1�7DAY OF 20 t5 BY WHO IS PERSONALLY KNOWN OR HAS PRODUCED —� AS IDENTIFICATION. W J Ass♦ `Z �0 SIGNATURE OF NOTAIiY PUBLIC SLCPDS: 08/06/2014 (STAMP) .•.aa: Spa,, MA DE LA LUZ VELASCO Notary Public - State of Florida • • My Comm. Expires Nov 1. 2016 Commission # EE 848616 Bonded iNouBh National Notary acsn