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RC-11-1589Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163853 Permit Number: RC -8 -11 -1589 Scheduled Inspection Date: March 01, 2012 Inspector: Bruhn, Norman Owner: INC, NICAMERICAN Job Address: 1360 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: DIMITRI CONSTRUCTION SERVICES Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050300070 Phone: (305)345 -1199 Building Department Comments INTERIOR REMOEL LEVEL 2 3 BATHROOMS, 1 1/2 BATH AND KITCHEN REMODEL Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 29, 2012 For Inspections please call: (305)762 -4949 Page 1 of 21 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169983 Permit Number: RC -8 -11 -1589 Scheduled Inspection Date: February 23, 2012 Inspector: Rodriguez, Jorge Owner: INC, NICAMERICAN Job Address: 1360 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: DIMITRI CONSTRUCTION SERVICES Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Addition /Alteration Phone Number Parcel Number 1132050300070 Phone: (305)345 -1199 Building Department Comments INTERIOR REMOEL LEVEL 2 3 BATHROOMS, 1 1/2 BATH AND KITCHEN REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 167547. CREATED AS REINSPECTION FOR INSP- 167468. CREATED AS REINSPECTION FOR INSP- 163867. Provide revision or letter from engineer adding door in garage to plan. Installation OK. NB same comments. nb February 22, 2012 For Inspections please call: (305)762 -4949 Page 21 of 34 VERTICAL 1 STUDIO February 21, 2012 Norman Bruhn, Building Director Building Department Miami Shores Village 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: 1360 NE 103rd Street, Miami Shores Vertical Design Studio, P.A. 1 AA26001914 6601 SW 116 CT #201 1 Miami, FL 33173 786.430.7765 1 www.verticaldesignstudio.com Mr. Bruhn, As per your request, with this letter we certify that both doors #11 & 18 located along the west facade of this project are to be partly glazed aluminum French doors (NOA 07- 0629.10). The total area of glazing replaced in this project, including the doors mentioned above, is under 25% of the total aggregate glazing, therefore exempting the need for Opening Protection as per FBC2007 Existing Buildings Code Section 606.4, Exception 2. Please refer to the attached 11x17 printout of sheet A1.1, including the revised table and calculations: Thank you, Jorge and Gon - ez, AIA,t AP Archit SolVer Structural Partnership, Inc. Consulting Structural Engineers Design • Inspections • Investigation • Reports Project : (3 ; 0 ATE E 0 Sheet # : // 01 1 Date : Rev : 2 1-N4Z_ \it.51:VO 7Rc. NY0a ‘adliar ivem tvDr5.eA LUt D V1 { he (k ctbL=tcrc,(-12,141.\ It4(62A11;, n 1 lS rd-p zap 1f ale 4.L iv" Y1 2 1( io t lo LOW . • 7500 N.W. 25th • Suite 205 • Miami, Florida 33122 • Phone: (305) 592 -9396 • Fax: (305) 599- 34 • "' �� f01. • E-Mail: info@soiverstructural.com • 1-Nstv- 4-Ite LUG d) D q4sik SolVer Structural Partnership, Inc. Consulting Structural Engineers Design • Inspections • Investigation • Reports Project : Sheet # : Date : Rev : 2 *ota itn-t Iiito wpol ladlleAr CD{ cbL= Ics c/S (oz:14\ Itis(Wicu 202_ Z� Gob 1b- P� V607. 103 15.12. { y,3 >`) -4,04 1 vP ypros, /1 • 7500 N.W. 25th • Suite 205 • Miami, Florida 33122 • Phone: (305) 592 -9396 • Fax: (305) 599- • • E -Mail: info@solverstructurei.com • Permit No: 11 -1589 Job Name: October 4, 2011 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) This structure is located in a flood zone. The substantial improvement worksheet is incomplete and incorrect. Please complete the form with past costs and a copy of the signed contract for all of the proposed work. 2) The appraisal submitted is incorrect. Provide information that the house is on piles and that the age of the structure is shown as 18 years but my records show the house was built in 1956. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 X225 oi l Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 20 Permit T BUILDING ROOFING iparmingim AUG 2 9 2911 Permit No. 7 Master Permit No. OWNER: Name (Fee Simple Titleholder): 141&4411 1G i4 11JC. l P;014/01) Address: /-;60 NP.' % P{Ji t City: 111141'11 Z State: IFLO &1 Db Tenant/Lessee Name: IV A Email: Bo/AA/Ail Ytiketo &. 6 IL 0o71 Phone #: 454 — 543 2) Zip: 3j/3$ Phone #: allA JOB ADDRESS: 14"g 65 t City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: h — 37,05 —030 — 0040 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: t 1 M, Tn.- r C o M s TR V C r r o N Srn.v,ee5 Phone #: 3 Address: 6 C.. N v✓ 6 7 City: /1 , q.-yK 1 State: t o, 1 to Zip: 33!38 ko k® 11141 5)3415 - ►/ 9 ct I Ala 1r - 1/ Qualifier Name: "A 1 ' r rs 1 33015 Phone #.(.3oS) 3 5/S ' /19 State Certification or Registration #: c G c/50 y o 9 4 Certificate of Competency #: Contact Phone #: (3 0 5) 3115 - I/ et °f Email Address: 1 N f o s e r v 1 c e 5 co r p- c o v, Phone #: 2 I DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 1/01000 . Square/Linear Footage of Work: 3/450 Type of Work: Addition Description of Work: IlfAlteration '*1nlV UNew ❑Repair/Replace ❑Demolition AgTh leriatep " N H ******** * * * * **x * * * * * * * * * * * * * * * * * * * * ** ** Fees*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ?J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 6.1,0 TOTAL FEE NOW DUE $ f {)f ) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such poste ;! notice, the inspection will not be approved and a reinspection fee will be charged. The fo dayo wh I6l -'° N _om is pers Owner or Agent trumen was �c owledged b re me this 90 20 I1 , by nally known to me or who has produced C9-.As identification and who did take an oath. UBLIC: Signature The foregoing day of ho is Contractor trument was acknowiedued before me this 20 It t, by erso ally known to me rr who has produced entification and who did take an oath. zccck8R'��1�1fc Sign: Print: My Commission Expires: M't eQ1 ON M ate61 Offir to, 20 co Nom visw6g kw** ****�e**** * * * * * * ***** * *** * * * ***** ** * * * *** * ** :**** * * * ** ��e *:��e�e:� ***** * * . * * * * * * * * * * *** * * * ** * *** APPROVED BY 4'Z (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Zoning Structural Review Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB BITE AJ; OF,FFIRT PECTION • PERMIT NOF011 STATE OF FLORIDA COUNTY OF MIAMI -DADS 111111111111111111111111111111111111111111111 TAX FOUO NO. THE UNDERSIGNED berebyi_giVeelietiCe • that improvements will be. made to certain real property, and in accordance witli Chapter 713, Florida. Statutes, the following information. Is provided In this Notice of Commencement. GFhi 2011806 a 1552 OR Bk 27850 Ps 3299; tips) RECORDED 10/06/2011 13:54:50 HARVEY RUM, CLERK OF COURT ` ilANI -DADS COUNTY, FLORIDA ,PAST PAGE ' 1. Legal description of pro rty and street/address: 2. 'Description of improvement: f 3,Owner(s) name and address 'i1A1Z€o 'seal iN/V)' Interest in property: Nettle and address of fee Simple titleholder' - 4. C ctbr' narii adclr s "and phcfie `` umber. 5. Surety: trPayment'bond requiredlby owner from contractor, if any) Name, address and phone number: Amount cf bond $ 6. Lender's nerve acid address: , 7. Petsons withiri the State'bf Florida designated by Ovurter upon whom notices or other documents: may be served as,.provid by Sebtibrn 'i13.13(1Xa)7.i fpr1dia-Statutes; . Name, addrress":and phone'number ,: Space above reeeividtailiso'of iecotding ofl J At /03e ' 7 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenors Notice as provided in Section 713.13(1)(1Y -Florida Statutes. Name, address and, phone number. . 9. Expiration date of this,Notice of Commencement: (the expiration` date is 1'yeartrom tng date of rinkoidtkg recording unless o tJ �Yent die Is ajiec ' WARNING TOOWNER ANY PAYMENTS MADE BY -THE OWNER AFTER THE Ii2ATION OF FHE NQ iCF OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,..PART i, SECTION 713.13. FLORIDA STATUTES. AND CAN F ULf IN -YOUR PAYING TWICE FOR IMPROVEMENTS TQ YOUR PROPERTY A O`IiCE OF "COMMENCEMENT,;MUSTBE RECORDED AND;POSTED ON THE-JOB SITE BEFORE THE FIRST INSPECTION. IF YOU'IN rEND TO OBTAIN' FINANCING, CONSULT WITH YOUR LENDER,;QR (W ATTORNEY BEFOR COMME�N,CINGAWORK OR RECORDING YOUR NOTICE OF COMMENCEMENTt ` ignatu e(s) of Owne rs) $r 'Prepared pi,:M Print Name U Raid/OA i R 10EFtT TA1 60`FLOFi1DA COUNTY OF•1iAIAMI -BADE la ed OI titer /i irector/Partnerr/Manager �p e n By.,;, 4 ". .. 1704;1 The f By 4alndiv0u.44 or- P. tpertbball 4616e/fig d befbreThe this for uceditlie l iit Witt ty13e tfidentification: Signatu'r b ttry.'Wirfii Print Name: {SEAL.) ''VERIFICA'i ION PURSUANT TO SFCTION -92:525.1 FLORIDA ti 'S ainiawiPAEProwimarwkevor '1'1;11, ,114- s-,'U...w ar.� --re 51 t� ^der- j,>erial es bf`perjur�- b�le�lare -that f i; as `i`e-- kea'2i= t�et't#o��i�i'i�' `. that the, %Oa stated in It are true, to the best,ef my...itndwtedga.and t}eiief. Signatu - .., of Wrier(s) or e s 4s Autfibri e i',,ir i � /Paltrier� OFF)LORIDA; By j .. y of fBy anginal filed in thr o _,ACT 0 glin day of , AD 20 Wi TNESS m d Official Seal. l•IPiRVE _ cuitand County Courts • 7a PERMIT # 117) 5Z" 1 ' CONTRACTOR:0)1(n l ��` ��` SUBMITTAL DATE: ADDRESS: I '((‘ I\\_, \ 0)V NAME: RESUBMITAL DATES: PROJECT TYPE: \yk- , t9Ne o ZONING FIRE L,J(- 454 112,1111 STRUCTURAL IMPACT FE =- ELECTRICAL -29 HRS/DERM g 31 -rf PLUMBING f3( NOC "c-kM9 (6 7.k/ \U\ MECHANICAL BLDG pOER1121 SEA CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET 0000000000000000 .....00 In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: AI /6441 j'4t9jl/ /Aj . PERMIT # >�— / — 08? ADDRESS: _J FOLIO NUMBER: 1/ `3Z� '"03 -CIALOOD ZONE: ? BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: ___/ R (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed)4/?4 ego 51 VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: DATE: 2-4j /20# PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 COST BREAKDOWN REAL BUILDING $ 59,608.56 MECH $ 10,192.00 ELECTR $ 22,095.00 PLUMBING $ 19,101.00 REV1 $ 3,500.00 GC TOT $ 114,496; PLUMBING FX $ 15,193.00 TILE $ 15,533.00 CABINETRY $ 27,255.00 DOORS $ 14,114.00 APPLIANCES $ 9,259.00 OWNER TOT 81,354.00 GRAND TOT' $ 195,850.56 1' h. REALTOR* Dr. DANIEL L. PILATO, Ph.D. Licensed Real Estate Broker State Certified General Appraiser #RZ 0000473 9425 SW 93 Avenue, Miami, Florida 33176 (305) 598 -5147 September 22, 2011 Nicamerica Inc 1360 NE 103 Street Miami Shores, Florida 33138 RE: Depreciated Replacement Cost calculation for the existing single family house located at 1360 NE 103 Street, Miami Shores, Flolrida. Dear Sirs: As requested, I conducted an interior and exterior physical inspection on the property located at 1360 NE 103 Street, Miami Shores, Florida, in order to provide you with a depreciated replacement cost calculation for the improvements on this property. This letter is intended to estimate a depreciated replacement cost as of 9/22/2011. This letter is intended as a limited appraisal of this property. The only intended purpose is to provide a depreciated replacement cost calculation for the reconstruction of the existing structure and improvements. As a result, neither a sales comparison approach nor an income capitalization approach to estimate a current market value were requested or have been included with this letter. Addi- tionally, a land value of the subject site was NOT requested or conducted. As noted, both an interior and exterior physical inspection of the subject property and structures was conducted. No other inspection reports were provided regarding the amenities andacondition of the property. Also, NO other data or reports (e.g. structural, environ- mental, etc) were provided regarding the condition of the property. Also, a copy of a survey was NOT provided. FAX (305) 598 -5271 VOICE PAGER (305) 342 -1390 The intended user, use and function of this letter is to provide you and ArchiQuadra, P.A. with an estimate of the depreciated replacement cost of the existing structures and improvements for an assumed reconstruction /renovation of the existing structures and improvements. The Appraiser was informed that this letter would be presented to the City of Miami Shores for a planned renovation of the property. In conducting this depreciated replacement cost calculation, the Appraiser has assumed that the existing subject property has all of the required municipal approvals, certificates of occupancy and use, and is in conformance with all of the required municipal standards. NO investigation has been conducted to determine if any of these requirements exist. It is also important to recognize that in estimating the depreciated replacement cost for the existing structures and improvements, the Appraiser must consider and include ALL of the current Miami -Dade County and City of Miami Shores building codes in the depreciated replacement cost calculations. Additionally, as a water front property, there are State of Florida and the Federal Government regulations that need to be followed and permitting that needs to be obtained. All of these current codes, rules and regulations add a significant cost to the reconstruction of the existing structures as compared to the codes that were in place at the time the existing structures were originally built. A primary consideration in estimating the depreciated replacement cost for the subject property is that it is located on the south side of NE 103 Street and has a direct frontage on a canal that leads to Biscayne Bay. As a result, the subject structures and improvements on the subject site require piling for the foundation. This significantly increases the construction costs. The information listed in the Miamidade.gov access to the county tax roll data shows that the subject property consists of an existing 1 story, single family house that was constructed in 1956. The data shows that the house is listed as having 4 bedrooms and 4 bathrooms, and an `adjusted square footage' of 3,521 square feet. Based on the dimensions that were taken at the time of inspection, the house is a 1 story structure with a total of 3,147.5 square feet of air conditioned space. There is three (3) full bedrooms, four (4) bathrooms plus a M bathroom. One of the full bathrooms is located in the garage. The house also has a built -in 2 car garage with 537.5 square feet. There is a laundry area attached to the side (house) wall in the interior of the garage, and there is also a small but full bathroom attached to the rear (house) wall in the interior of the garage. page 2 There is also a recessed front entrance to the house with 30 square feet. There is also an attached storage building with 60 square feet attached to the east side of the house, and an additional 244 square feet of covered overhang. Attached to the rear (south side) of the house, there is a large open brick patio area with a built -in pool. The pool and patio area has approximately 1,060 square feet. There is also an attached brick walkway with approximately 216 square feet along the entire west side of the house. At the front of the house and garage, there was a circular driveway. The house structure and the garage have a CBS style of construc- tion. There is barrel tile roofing over the entire house. The house has newer sliding style windows, four wood double French doors along the rear of the house to access the rear patio. There was a variety of modern ceramic tile flooring in the entire interior of the house. There is also combination of plaster and drywall interior walls and ceilings, with crown molding in the bedrooms, living room and dining room. All of the rooms (except the bathrooms) have modern recessed lighting fixtures. There is one (1) newer central air conditioning system for the entire house plus a separate custom air conditioning system for the rear master bedroom. The bathrooms have ceramic tile on the flooring and wainscot. There is also a whirlpool tub in the master bathroom. The house has a variety of quality interior finishes and a good quality craftsmanship. The kitchen was remodeled and had solid wood cabinets and granite counters and back splash. Also noted, there is crown molding in the bedrooms, living room and dining room. All of the rooms (except the bathrooms) have modern recessed lighting fixtures. There is also one (1) newer central air conditioning system for the entire house plus a separate custom air conditioning system for the rear master bedroom. The house has newer sliding style windows, four wood double French doors along the rear of the house to access the rear patio. The electric system was also updated and includes modern recessed lighting fixtures, Decora plugs and switches. As a result this remodeling, the house was considered to have a good overall condition with modern amenities. The county tax rolls show that the site has a total land size of 10,170 square feet. The property has municipal water and a septic system. The property is located at the south side of NE 103 Street. As a result, it HAS a 90 foot water frontage across the rear of the site. Additionally, the rear of the site has a concrete sea wall with davits, a floating wood dock and a fixed metal dock with a lift. page 3 The Cost Approach is a method to estimate a value in which the estimated reproduction cost for the reconstruction of the existing buildings and all site improvements, (or the construction cost of a new or proposed building), less the estimated depreciation, are estimated and added to arrive at a current depreciated replacement cost (i.e. value) of the structure. The use and accuracy of the Cost Approach is most applicable for a newer structure as there is usually a limited physical depre- ciation, and typically a limited or no functional or economic depreciation (obsolescence). Thus, these items can more easily and accurately be estimated. This results in a more accurate estimation of a market value or depreciated replacement cost. The tax rolls show that the building /improvements were built in 1956. Due to this age, there could be some difficulty in estimating the total accrued depreciation. However, the Appraiser has noted that the house was in good condition and has had a variety of recent remodeling. As a result, it has a modern appearance and utility. As noted, this letter is intended as a limited appraisal of this property with the only intended purpose being to provide a depreciated replacement cost calculation for the reconstruction of the existing structures and improvements. As a result, neither a sales comparison approach nor an income capitalization approach to estimate a current market value have been requested or included with this letter. The Marshall and Swift Valuation Service was used as a guide in the calculations. However, I have also and primarily relied on conver- sations and information that was provided by local builders, contractors and architects regarding local costs. The Appraiser was informed that the owners are currently in the process of a remodeling of the existing structure. For this letter, the depreciated replacement cost calculation reflects the cost to rebuild the existing structure with the same layout, utility and quality as the existing structures. REPLACEMENT COST CALCULATION The cost estimate is based on the current construction codes and requirements that a builder would need to follow to rebuild the existing structures. These include: CBS structures with a piling support foundation, barrel tile roofing, windows with hurricane shutters or hurricane impact resistant windows, two central air conditioning units for the entire living area, new electric wiring /service and fixtures, new plumbing service and fixtures, page 4 current insulation and fire retardation standards, etc, as well as ALL of the custom materials that would be necessary to replace (rebuild) the existing custom features in the house. The cost calculations must also necessarily include all of the material costs and the typical contractor and sub- contractor costs that would necessarily be incurred and would need to be paid to replace (i.e. rebuild) the existing structures. Further, given the quality and location of the property, the cost calculations also include an additional 10o cost factor for the numerous miscellaneous expenses and changes that normally and typically arise during the (re)construction process. As instructed, the cost calculations do NOT include any costs that would normally be incurred for the removal of any existing lead based paint and any other potential environmental contaminants that may exist in the structures given that they were constructed in 1956. Also, the Appraiser has NOT included any demolition costs that would be incurred to demolish the existing structures and to prepare the site for the (re)construction of the existing struc- tures. Additionally, a land value was NOT included. Also, NO costs were included for the landscaping, fencing, concrete sea wall, boat lifts, davits, etc. The replacement construction cost estimate per square foot includes all of the costs that have been referenced above and which would be incurred for the reconstruction of the existing structures in their current use and layout. The replacement cost calculation is on the following page. page 5 Calculation of Building Replacement Cost Main house building Square Footage: Cost per Square Foot: 3,147 * 275 $ 865,425 Attached 2 car garage square footage: 537 * Cost per Square Foot: 175 $ 93,975 Attached Exterior Covered /Roofed Areas sf: 30 * Cost per Square Foot: 75 Sub Total: Less Total Depreciation at 28%: Estimated Depreciated Replacement Cost: TOTAL ESTIMATED DEPRECIATED REPLACEMENT COST: $692,400 (rounded) $ 2,250 $ 961,650 ($ 269,262) ** $ 692,388 Notes: * Square footage calculated per measurements at time of inspection. ** Depreciation based on an effective age of 18 years and a total economic life of 65 years (18/65 = 27.7o rounded to 28%). As noted, this letter is NOT intended as an estimate of the current market value of the subject property. Rather, this Appraiser was ONLY requested to estimate a depreciated replacement cost calcula- tion for the existing structures and improvements in their current quality, use and layout. This letter and calculation is based on a physical interior and exterior inspection and measurements that were taken of the existing structures and improvements, plus the information that was provided by the architect. Since this is a depreciated replacement cost calculation and NOT a market valuation, neither a Sales Comparison Approach nor an Income Capitalization Approach were considered or used. It MUST be recognized that any negative environmental conditions that may page 6 exist in the subject structures or site, or in the immediate neigh- borhood of the subject property that would require remedial environmental work would result in a significant increase in the cost calculations as these additional environmental remedial costs would NEED to be included in the calculations. They could also affect the marketability and value in excess of the time and costs required to complete the work. Also, the calculation of the depreciated replacement cost ASSUMES that the property has been and would be approved for all of the required municipal permits, approvals and certificates of con- struction, occupancy and use in compliance with all of the applicable municipal requirements. As noted earlier, NO investi- gation was conducted to determine if any of these requirements exist. Finally, it must be noted that the federal departments of the EPA and HUD have issued joint regulations regarding the disclosure of information on lead based paint and lead based paint hazards of pre -1978 housing. These regulations became effective in September, 1996. The subject building HAS a "residential housing" use and was built prior to 1978 when lead based paint and other now known potential environmental contaminating products were commonly used. Without extensive testing, it is impossible to determine if there is any lead based paint (or the amount) or if other known contam- inating products existed and /or still exist in the structures. Theref -ution is advised regarding the ownership, occupancy, renov . , le i.i N1 and /or sale of the existing property. Dr. Daniel L. Pilato, Ph.D., GAA State Certified General Appraiser #RZ473 Associate Member of the Appraisal Institute page 7 NAME /ADDRESS Nicamerican, Inc. 50 Biscayne Blvd., Apt. 4306 Miami, FL 33132 Proposal DATE ESTIMATE NO. 7/27/2011 2009 -3463 DESCRIPTION TOTAL DC Services proposes to produce the necessary labor and materials for the work related to the upgrading of the residential as referenced below and /or the plans provided (Sheets A 0.1, A 0.2, D 1.0, AS 1.0. A 1.0, A 1.2, A 1.3, A 2.0, A3.0, A3.1, A3.2, A 4.0, A5.0, P 1, P 2, P 4, P5, P -6, M 1,M 2,M 3,M 4,E 1,E2 &E3) Refinish entrance walk -way with 24x24 tile (tile provided by owner and installed on top of existing brick) 436.00 New pavers on sand area matching existing 2,000.00 New sod area - 330.00 New CMU patch in Master bedroom (deleted by owner) 0.00 Repair stucco to seamless match existing in master bedroom (Deleted by 0.00 Owner) New drywall in all areas as shown in plans 12,480.00 Backing in kitchen area as per drawing 1/A.2.2 840.00 New Heavy duty shelving system installation in garage (owner provided) 0.00 (Deleted by Owner) Tile installation in kitchen from floor to 5 feet (thought out) Tile and 1,867.50 Grout by owner Install square baseboard whole house (baseboard by owner) 666.00 Install new 24x24 porcelain tile flooring whole house (1/8" grout line, tile setting) (tile & grout by owner) 12,000.00 Install new 12x24 porcelain tile in wall at bathrooms (1/16" grout line, tile setting) (tile & grout by owner) 2,205.00 Prepare Rough in for all interior doors (door provided and installed by others) 1,300.00 I TOTAL Signature indicates that such person (client) is authorized to enter into an agreement based on the above price, specifications and conditions. SIGNATURE CGC 1504095 - CFC 1427881 - CCC 1328069 Page 1 SEI. ICES NEW CONSTRUCTION & REMODELING NAME /ADDRESS Nicamerican, Inc. 50 Biscayne Blvd., Apt. 4306 Miami, FL 33132 Proposal DATE ESTIMATE NO. 7/27/2011 2009 -3463 DESCRIPTION TOTAL Install 3 new aluminum hurricane proof doors for exterior (owner provided) 900.00 Paint exterior (2 coats) and stucco around new windows 3,870.00 Paint all interior (2 coats) 4,350.00 Window installation in bathrooms without structural work (windows by owner) 600.00 Install new kitchen vents (Included in A/C part) 0.00 Replace attic vent screens (only three in south side by the pool) 60.00 Clean A/C system (Deleted by Owner) - 0.00 Replace door handles in Florida room (handles by owner) (Deleted by 0.00 Owner) Plumbing water and sewer reconfiguration in three bathrooms as per plans (CPVC and PVC piping) 5,400.00 Plumbing fixtures installation in four bathrooms as per plans (Fixtures and wall carrier by owner) 3,230.00 Connect sprinkler line to the east side of the house from water meter 500.00 Electrical portion (quoted as per plans by Vertical DesignStudio and 19,728.00 subject to change upon final electrical approved plans by the city) Septic tank according to requirements by the city and with plans and permit included . 18,482.00 Plumbing reconfiguration in powder bath (water and drainage in CPVC) including walls repairs and move door opening 1,500.00 New openings with structural reinforcement for two windows 1,100.00 New washer and dryer installation in garage (including water /drainage reconfiguration and vent to exterior) 800.00 I TOTAL Signature indicates that such person (client) is authorized to enter into an agreement based on the above price, specifications and conditions. SIGNATURE CGC 1504095 - CFC 1427881 - CCC 1328069 Page 2 sElulcEs NEW CONSTRUCTION & REMODELING NAME /ADDRESS Nicamerican, Inc. 50 Biscayne Blvd., Apt. 4306 Miami, FL 33132 Proposal DATE ESTIMATE NO. 7/27/2011 2009 -3463 DESCRIPTION TOTAL Plumbing water and sewer for kitchen appliances (according plans locations) and gas relocate 5,150.00 Repair sprinkler system in areas were work has ben done 475.00 Open ceiling and roof for hood installation, patch and seal roof and ceiling after installation 1,200.00 Patch Ceiling in whole house, were necessary, after walls reconfiguration 900.00 New A/C work as per plans provided for Vertical DesignStudio 7,900.00 Remove Existing A/C and Prep CMU wall to be filled (deleted by owner) 0.00 Remove existing floor finish all interior of-the house 3,000.00 Remove 2 windows (master bath and bath 1) 100.00 Demolition and removal of cabinetry in bathrooms not intended for salvage 100.00 Demolition and removal of kitchen cabinets and counter tops not intended for salvage 530.00 Plumbing disconnect and disposed not intended for salvage (7 sinks, 4 tubs /showers, 3 toilets, 1 bidet) 750.00 Disconnect and store Kitchen appliances in garage 150.00 Remove wall partitions as indicated on plans provided and referenced above 1,290.00 Re- open filled doorway in kitchen 100.00 Remove and dispose interior doors as indicated in plans provided and referenced above 400.00 Remove and dispose exterior front door and side lite 100.00 Clean garage from built in storage fixtures 200.00 Remove and cap electrical connections in wall to be demolished 300.00 TOTAL Signature indicates that such person (client) is authorized to enter into an agreement based on the above price, specifications and conditions. SIGNATURE CGC 1504095 - CFC 1427881 - CCC 1328069 Page 3 NAME /ADDRESS Nicamerican, Inc. 50 Biscayne Blvd., Apt. 4306 Miami, FL 33132 Proposal DATE ESTIMATE NO. 7/27/2011 2009 -3463 DESCRIPTION TOTAL Cap water and sewer in all areas where appliances or fixtures where removed 300.00 Profit and Overead 14,110.74 Provide necessary labor for the removal and disposal of pool coping (inculded in general price - after final inspection) 0.00 Provide necessary labor and materials for the new construction of and /or installation of accoustical drop ceiling with insulation in garage (included in general price) 0.00 Provide necessary labor and materials for thestucco covering of pool side planters (included in general price) 0.00 I TOTAL $131,700.24 Signature indicates that such person (client) is authorized to enter into an agreement based on the above price, specifications and conditions. SIGNATURE I CGC 1504095 CFC 1427881 - CCC 1328069 I Page 4 4, Cu3 toe Equip. Co. Inc. Avenue 33169 27 I ATE Estimate # j , Cuato StainIe Steel Equip. Co. Inc. 16215 NW. 15 Avenue io P1 33169 Phone: (305) 627 9 Fax (345) 627-619 Ati iNiftv441-to PROJECT ESTIMATE Date Estimate # TERMS REP - • . uiM PINA4i-op.s rar A DO t. tJi#I 6014 PDSIA-51464, feet Id C1 f, Ojai ectiVilo wo auti-1404, ft* Id iii A ck p 4 -0 weft) 61idiv Do r3. Itv.xio)titt 4 jit AN MS0 „," VIIWPWASNIMFA AC Ilk MOW 21112 AWIPIP*70,,AINKA ."8,111111, oebair ESTa Al lE To: Cu$to Stainless Steel . u p. Co. Inc. 16215 NW. 15 Avenue Miami, F1 33169 Phone: 305) 627 Paz 05) 627-6195 To: tO E T ATE Estimat (4) SEPERATE CABINETS WITH SLIDING DOORS, AND A SINK A B (2) SEPETE CABINETS WITH SLIDING DOORS 13192.158. I. *MetftJ 89 NE 40th Street Miami, FL 33137 P: 305 - 640 -5494 F: 305 - 639 -8224 BILLING INFORMATION Purchaser Name: Silvana Lenoci Client /Company: Interest As: Street: City, ST Zip: Client Telephone: Alternate Phone: Client Fax: Email Address: Homeowner 1360 NE 103st Miami Shores, FL 33138 786 -543 -7821 Marcos Fulvlo 786 - 663 -3056 (architect) fulvio @arch12.com 786 -223 -1308 Silvana bonannlmarco@hotmail.com PRODUCT ORDER FORM Sliding Door Designer: Michelle Kushner Today's Date: 5/16/2011 SHIPPING INFORMATION Shipping Name: Shipping Address: 1360 NE 103st City, ST Zip: Marco and S1Nana Bonannl Miami Shores, FL 33138 Order Date: Order Number: Purchase Order Number: 5/2/2011 Q104982 Opening 1: Swing Doors Number of Doors: 1 Frame Size: 3" Accessories: Opening Width: 37 1/2" Opening Height: 80 3/4" Door Finish: Silver(1) Panel Type: Laminated Opaque(1) Silver Lever Locking Set for 3" Frame - Height: 36" - Side BC 1 Swing Door Frame: Silver - 37.5 "W x 80.75 "H x 5.625 "D 2x4 Beam: 4x4 Beam: Floor Type: Type of Swing: Left Swing Push Qty of Openings: 1 Opening Notes: Price: $1,420.29 Bedroom #2 (door 02). Includes Casing; Build a finished opening of 37.5" x 80.75" and Actual Door Size will be 36" x 80 ". Q104982 - Silvana Lenocl - 5/16/2011 Please Initial Here: Opening 2: Swing Doors Opening Width: 37 1/2" Opening Height: 80 3/4" Number of Doors: 1 Door Finish: Silver(1) Frame Size: 3" Panel Type: Laminated Opaque(1) Accessories: Silver Lever Locking Set for 3" Frame- Height: 36" - Side BD Swing Door Frame: Silver - 37.5 "W x 80.75 "H x 5.625 "D 2x4 Beam: 4x4 Beam: Floor Type: Type of Swing: Right Swing Push Qty of Openings: 1 Opening Notes: Price: $1,420.29 Bedroom #1 (door 3). Includes Casing; Build a finished opening of 37.5" x 80.75" and Actual Door Size will be 36" x 80 ". Opening 3: Swing Doors Opening Width: 35 1/2" Opening Height: 80 3/4" Number of Doors: 1 Door Finish: Silver(1) Frame Size: 3" Panel Type: Laminated Opaque(1) Accessories: Silver Lever Locking Set for 3" Frame- Height: 36" - Side BC Swing Door Frame: Silver - 35.5 "W x 80.75 "H x 5.625 "D 2x4 Beam: 4x4 Beam: Floor Type: Type of Swing: Left Swing Pull Qty of Openings: 1 Opening Notes: Price: $1,360.17 Powder Bathroom (door 06),Includes Casing; Build a finished opening of 35.5" x 80.75" and Actual Door Size will be 34" x 80 ". Q104982 - Silvana Lenocl - 5/16/2011 Please Initial Here: Opening 4: Swing Doors Number of Doors: 1 Frame Size: 3" Accessories: Opening Width: 371 /2" Opening Height: 80 3/4" Door Finish: Silver(1) Panel Type: Laminated Opaque(1) Silver Lever Locking Set for 3" Frame - Height: 36" - Side! BC Swing Door Frame: Silver - 37.5 "W x 80.75 "H x 5.625 "D 2x4 Beam: 4x4 Beam: Floor Type: Type of Swing: Left Swing Push Qty of Openings: 1 Opening Notes: Price: $1,420.29 Master Bedroom (door 07). Includes Casing; Build a finished opening of 37.5" x 80.75" and Actual Door Size will be 36" x 80 ". Opening 5: Swing Doors Number of Doors: 1 Frame Size: 3" Accessories: Opening Width: 35 1/2" Opening Height: 80 3/4" Door Finish: Silver(1) Panel Type: Laminated Opaque(1) Silver Lever for 3" Frame - Height: 36" - Side BD Swing Door Frame: Silver - 35.5 "W x 80.75 "H x 5.625 "D 2x4 Beam: 4x4 Beam: Floor Type: Type of Swing: Right Swing Push Qty of Openings: 1 Opening Notes: Price: $1,330.17 Master Bathroom (door 10). Includes Casing; Build a finished opening of 35.5" x 80.75" and Actual Door Size will be 34" x 80 ". Q104982 - Silvana Lenocl - 5/16/2011 Please Initial Here: Opening 6: Swing Doors Opening Width: 31 1/2" Opening Height: 80 3/4" Number of Doors: 1 Frame Size: 3" Accessories: Door Finish: Silver(1) Panel Type: Laminated Opaque(1) Silver Lever Locking Set for 3" Frame- Height: 36" - Side BC 1 Swing Door Frame: Silver - 31.5 "W x 80.75 "H x 5.625 "D 2x4 Beam: 4x4 Beam: Floor Type: Type of Swing: Left Swing Pull Qty of Openings: 1 Opening Notes: Price: $1,239.90 From Garage to Bathroom #2 (door 15). Includes Casing; Build a finished opening of 35.5" x 80.75" and Actual Door Size will be 30" x 80 "- may change size. Opening 7: Suspended Wall Slide Doors Opening Width: 661/2" Opening Height: 83 1/2" Number of Doors: 2 Frame Size: 2 1/2" Accessories: 2x4 Beam: 4x4 Beam: Track Type: Single Track Properties: Extended -133" Opening Notes: Door Finish: Silver(2) Panel Type: Laminated Opaque(2) Qty of Openings: 2 Price: $4,565.28 Walk in Closet and Bathroom in Bedroom #1 and Bedroom #2 (door 04 and 05 /door 16 and door 17). 2 Panels on a Suspended Single Track spanning 161" in Bedroom #1 and 172" in Bedroom #2. Panel #1 and #2 are equal sizes (33.25" each, for overlap on 1 side only). Build each opening exactly at 32" wide x 80" high, and reinforce wall above the opening. When purchasing a suspended system, the customer is responsible to make sure to provide a good quality supporting mechanism (wood /studs of good quality). Mounting casing around bathroom door, so mount top track above the horizontal casing. Because one glass has window light from inside bathroom, and the other glass has no natural light inside the closet, the tint of each glass panels will never be exactly the same. Opening 8: Suspended Wall Slide Doors Opening Width: 66 1/2" Opening Height: 831 /2" Number of Doors: 2 Frame Size: 2 1/2" Accessories: 2x4 Beam: 4x4 Beam: Track Type: Single Track Properties: Extended -133" Opening Notes: Door Finish: Silver(2) Panel Type: Laminated Opaque(2) Qty of Openings: 1 Price: $2,282.64 His and Her Walk in Closet in Master Bedroom (door 08 and 09). 2 Panels on a Suspended Single Track spanning 164 ". Panel #1 and #2 are equal sizes (33.25" each, for overlap on 1 side only). Build each opening exactly at 32" wide x 80" high, and reinforce wall above the opening. When purchasing a suspended system, the customer is responsible to make sure to provide a good quality supporting mechanism (wood /studs of good quality). Opening 9: Swing Doors Opening Width: 0" Opening Height: 0" Number of Doors: 1 Door Finish: Silver(1) Frame Size: 3" Panel Type: Frosted(1) Accessories: Swing Door Frame: Silver - 32 "W x 80 "H x 5.5 "D 2x4 Beam: 4x4 Beam: Floor Type: Type of Swing: Left Swing Pull Qty of Openings: 2 Opening Notes: Price: $506.11 ORDER 1 VERTICAL AT 5 5/8 ",and 1 VERTICAL AT 7 ", HORIZONTAL AT 5 5/8 ". FLAT SRFACE, NO DOOR STOPPER IN CENTER. These full wrap mount casings will go on the Bathroom openings of Bedroom #1 and #2 (for Opening #8, there are 2 32" x 80" openings needing casing). Also, bring long strips of face plates (at least 84" long- 6 of them). Q104982 - Silvana Lenocl - 5/16/2011 Please Initial Here: Opening 10: Components Only Components: Suspended Line Door Kit(3) Qty of Openings: 1 Opening Notes: Gross Price: Net Price: $0.00 $0.00 Remarks: Order Total: $15,545.14 10 -12 weeks lead time from signature on final order. 15% discount Discount: $2,331.00 for quantity. Installation fee Is approximate and will be determined at job site. Install Fee: $ 1000 ** Installation to be paid separately to installer Sub Total: $13,214.14 Tax: $924.99 TOTAL: $14,139.13 Deposit: $7,500.00 Balance due prior to shipping /installation: $6,639.13 *Total does not include installation or delivery fee. Installation and or delivery fee paid separately to the installation company* Customer Signature: This confirms that the order details are accurate. Q104982 - Silvana Lenoci - 5/16/2011 Doc OW ANV The Sliding Door Company, Inc. Terms and Conditions The Sliding Door Company, Inc. ( "TSDC ") shall design, manufacture, deliver /ship the goods and other Products (collectively, "Product" or "Products ") as ordered by the customer and based on measurements approved by the customer or customer's agent who has measured the opening for the Products. TSDC shall have no liability for errors in the measurements for the Products by customer or customer's agent The delivery date shall be deemed approximate and performance is subject to delays caused by strikes, fires, acts of God or other reasons not under the control of TSDC Customer will be provided an estimated lead time for delivery of the Products once customer executes The Sliding Door Co's order form, provides the required deposit, and TSDC approves the customer's order (collectively, "the Approval "). Delivery which occurs between 10 (ten) business clays before or after the estimated delivery date provided as part of the Approval constitutes ON TIME delivery. Once the delivery is made to the customer, the risk of loss as to damage or destruction is assumed by the customer. Customer has 48 hours from date and time of delivery to notify TSDC of any claim for missing or damaged items in order to maintain the limited warranty described in the Limited Warranty Form signed by and/or provided to the customer. The total price provided applies to the items that were quoted. If there are any subsequent changes requested by the customer, the price will be adjusted in writing and submitted to the customer for final approval and signature. Payment of any remaining balance due TSDC is fully due and payable prior to shipment or delivery of the Products to the customer or pick -up of the Products by the customer. Authorized dealers, architects, developers and retail customers are required to pay a deposit with their signed order. Upon Approval, Customer authorizes TSDC to immediately order materials and parts required to fulfill their signed order. The customer understands that the Products ordered may be specially designed for their order and that special care is taken to produce their Products once the Approval is given to the customer. The customer understands that color may appear to vary from doors shown in our showroom or on the website of TSDC when doors are placed in a room with various levels of lighting. The only cleaning agent recommended for cleaning the doors is water (on a soft cloth). No harsh detergents of any kind should ever be used to clean the glass doors. TSDC is not responsible for any damage due to cleaning products used by the customer or their agents. Damage caused by improper cleaning of the Products negates the separate Limited Warranty provided by TSDC who shall have no further obligation in connection therewith. Orders are not subject to cancellation. If customer seeks to cancel an order within 48 hours of TSDC Approval, the order may be cancelled. However, a condition to such cancellation is that the customer pay TSDC all costs for measurements associated with the purchase of the Products and that customer reimburse TSDC for any credit card fees incurred by TSDC arising from the receipt or refund of customer's deposit. Cancellation is not permitted more than 48 hours after TSDC has given the Approval. No installation, electrical wiring, flooring, decorating, painting or other construction work or repair will be provided by TSDC. In the event that TSDC's authorized installer is to perform the installation, it is understood that the price for installation will be clearly identified on the quote and order form and paid separately by customer to the installers. Customer acknowledges that neither TSDC nor its authorized installer are responsible for any pre- existing conditions of the home or installation area such as uneven floors or walls. The customer agrees to clear the pathway of any objects that may prevent the installers from having easy access to the area. If for any reason, the customer advises that the installation cannot take place once the installer arrives on site at the scheduled time, the customer will be charged for the installation and for the re- scheduled appointment as well. TSDC is not responsible for damage to walls, floors, ceilings or other structures during the course of normal removal of the customer's existing closet doors. Repair work for the walls, floors - or ceilings is the sole responsibility of the customer. For commercial installation it is strongly recommended that the Products from TSDC be installed last, after all other trades have completed their work, to avoid inadvertent damage by other trades or subcontractors. The customer will indemnify and hold TSDC harmless for any injury to person or property that may occur from the installation of TSDC's Products that is installed by customer, a contractor, or other third party. Title to the Products will only pass to the customer upon full and final payment to TSDC In the event that any of the Products purchased by the customer are damaged for reasons that occurred during transportor other reasons, the customer shall be entitled to repair or replacement at the discretion of TSDC provided that the claim for said damages is reported within 48 hours of receiving the Products. The customer shall not be entitled to recover incidental, consequential, professional or emotional damages of any kind. Should customer fail to timely pay for the Products, interest shall accrue on all unpaid sums at the rate of 20% per annum. If TSDC is required to engage the services of a collection agency or an attorney to collect any amounts due under this agreement, the customer agrees to pay to TSDC all attomeys' fees, legal costs, expenses, interest, and the unpaid balance due. If customer cannot accept delivery of the Products on the scheduled date and requests that TSDC store the Products, payment is still due in full based on the originally agreed upon shipping date. The maximum amount of time any order will be stored without charge is 60 days. If the order is not called for and shipped within 60 days, the customer shall be liable for storage fees of $1.00 per day for each door or other Product stored for customer. If any of the sections in these terms and conditions are declared invalid, the remaining provisions of these terms and conditions will remain in tact The customer acknowledges that they have reviewed, understood and approved their order and these terms and conditions. Customer agrees that these terms and conditions supersedes and replace any prior oral or written representation or other prior agreement. WARRANTY: The Products are sold "AS -IS" and "WITH ALL FAULTS" except as set forth in the "Limited Warranty Form" delivered to customer concurrently with the delivery of the Products ordered by customer. The Limited Warranty is set forth in the Limited Warranty Form The Limited Warranty set forth in the Limited Warranty Form is the sole and only warranty made by TSDC with respect to the Products. To the extent the Limited Warranty Form is inconsistent with the law of the state where the office of The Sliding Door Co is located from which the Products were purchased, the law of such state shall apply. No agent of TSDC is authorized to make any changes to this agreement. This agreement is made, entered into, and governed by the laws of the state where the office of TSDC is located from which the Products were purchased. Venue of any legal action shall be in the County of the state where the office of TSDC is located from which the Products were purchased. The customer agrees that any claim shall not be cause for failure to make payment in full on the order. Any unresolved controversy or claim arising from and/or relating to this agreement shall be settled through binding arbitration through the office of the American Arbitration Association ( "AAA ") located nearest to the office of TSDC from which the Products were purchased. The parties shall split equally all fees of the AAA and the Arbitrator. In the Award, the Arbitrator shall have the right to reapportion all fees of the AAA and the Arbitrator between the parties. The prevailing party in the Arbitration shall be entitled to recover reasonable attorney's fees and costs in connection with the arbitration and enforcement of the Award The Award of the Arbitrator shall be confirmed in a court of competent jurisdiction and shall be entered as a Judgment. Customer Name: Customer Signature: Date: Print Signed by. The Sliding Door Company, Inc. - Terms and Conditions - 8/2010 1 The Sliding D.or Company Credit Card Authorization Form -Authorization Agreement I hereby authorize The Sliding Door Company of Florida to charge the credit card I have supplied below for the agreed upon deposit and any outstanding balance associated with the approved sales order dated: Further, I agree not to hold The Sliding Door Company of Florida responsible for any delay in payment due or loss of funds due to incorrect or incomplete information supplied by me. This agreement will remain in effect until The Sliding Door Company of Florida receives a written notice of change in method of payment or cancellation from me. Name of Card: Credit Card #: Expiration: Credit Card Information Security Code (last 3 digits on back of card): Authorized Signature (Primary): Authorized Signature (Joint): Billing Address: Card Type: circle one below: Visa MC AMEX Discover Date: Date: Total Deposit: $ Balance due before shipping $ Fax back to 305 - 639 -8224 mola Marketing ,:& Services Inc. 8975 Northwest 25 Street Miami, FL 33172 TeL (305) 513 -0034 Fax "(305) 513-0452' Sold To: NICAMERICAN INC 50 B1SCAYNE"BLVD (#4306) MIAMI, FLORIDA 33132 Customer ID: NIC005 P.O Number: P.O Date: • 05/02/11 SalesPerscn: Filippo Roffinella 08 Payment Terms: Item No NAPPA 3 .W KOSHl.60A Description 12X24: PLAIN WHITE SALES ORDER Salee Order Number: 7521.2 r .Date 05102/11 Page: 1 es 11 1218 PM ftiippo Ship To: NICAMERICAN INC 1360 NE 103th. STREET. MIAMI .SHORES, FLORIDA 331 Ship Ufa: Ship Terms:. PPD Expected Ship Date: With 2. business: " • ronflrmatlon date; Shade/Caliber Unit IG; N1,565 Box SQM GG. A375 Box SQF SQM 24X24 RECTIFIED ALMOND Freight Income clays oftsigne Quantify. - Unit Price 54 . 45..34. 627.75648 3.9 58.32 441.9796 284 44.76 3,301.53408 .:: 3.85 306.72 41_4414 1 374.00 Total Price 12,71.0:91 374.00 - PLEASE REVIEW THIS ORDER, SIGN AND FAX IT BACK TO (305) 513 -0452. NO ORDERS WILL BE PROCESSED. WITHOUT CUSTOMER SIGNATURE. Returns only in original and sellable packaging. 20% restocking fee.virill be appfled on authorized returns. Return freight must beprepaid by customer on authorize d return s. orshipment "maybe refused by warehouse upon arrival.; No return on special order items.; No returns on any Mapel produces. Na returns after30" of purchase. No returns without proof of purchase No claims or returns after installation. Size and Shade variations of any matte rectified porcelain should be installed with a grout joint no less than 1116". PREPAID FREIGHT TERMS: No..clalms eIl1 be accepted for damages/shortages NOT noted on the delivery receipt for orders processed with prepaid freight service. A Iii% service fee is added to. all prepaid freight charges. Special Order Terms: Deposit prepayments required to process special .order with.factory.10% split Pallet Fee appiicalrle to orders less than 1 lull pall bty. All factory <.Items must be ordered in full box quantities only. Order is Non Cancelable. Payments are Non Refuel futile' . ETA: Please allow 6-8 Weeks from deposit payment receipt date. 42 U PRINT NAME Amount Subject to Sales Tax 15,159.16 Amount Exempt from Sales Tax 374.00 SIGNATURE DAT Subtotal: Invoice Discount Total Sales Tax: Total: 15,533.16 0.00 959.55 16,492:71 umbira MIAMI DESIGN DISTRICT SHOWROOM 109 NE 39 STREET MIAMI, FL 33137 T: 305 576 0022 F: 305 576 0069 E: info ©decoratorsplumbing.com www.decoratorsplumbing.com Bill To NICAMERICAN INC. 50 BISCAYNE BLVD #4306 MIAMI, FL 33132 VIVO CE Date 8/2612011. 9006 Ship To S.O. No. Sales Person F.O.B. Project 50150 104 Quantity kern Code Description Price Each 3 3 3 1 3 3 3 3 3 3 3 1 2 2 2 1 1 1 1 1 Trim Trim Trim Customer Credit Starck 3 Wall Bidet Bidet Carrier Other Starck 3 Wall Toi... Starck 3 Seat (W... Toilet Carrier White Flusher Customer Credit Other Other Sink Other Other Sink Customer Credit Freight Hansgrohe - Model #39010001 SINGLE HOLE FCT P/C Hansgrohe - Model #39210001 SINGLE HOLE BIDET FCT P/C .. Hansgrohe - Model #27160001 SHOWERP1PE (COMPLETE) P/C Customer Credit (REDONDO) Duravit - Model #2230150000 Geberit Part #111520001 Duravit - Model #0050270092 Duravit - Model #2200090000 Duravit - Modet #0063810000 Geberit Part #1113350.05 I Geberit Part #115770111: Customercredlt : . Duravit - Motel #957365 39" FOGG 6LEACHED'OAl( Duravit - Model #0050130092 SPACE SAVING SIPHON -' . . Duravit - Model #032910.00.801 41" VERO 1HOLE Duravit - Model #6054-2247" X LARGE WHITE HIGH GLOSS Duravit - Model #0050130092 SPACE SAVING SIPHON Duravit - Model #032912.00.001 49" VERO 1HOLE Customer Credit Freight 534.40 477.00 925.80 -174.34 191.75 325.00 22.75 221.00 87.75 341.25 42.25 - 110.85 682.50 4-01.75 737.75 731.25 61.75 903.50 - 139.81 489.00 Amount 1,603.20T 1,431.00T 2,777.40T -174.34T 575.25T 975.00T 68.25T 663.00T 263.25T 1,023.75T 126.75T - 110.85T 1,365.00T 123.50T 1,475.50T 731.25T 61.75T 903.50T - 139.81T 489.00 SUBTOTAL $14,231.35 Special Orders are NON CANCELABLE. Minimum 25% RESTOCKING CHARGE on retumed merchandise plus freight GOODS SOLD WITH THE UNDERSTANDING that we will furnish new material for any proven defective through manufacture but under NO circumstances shall we be under any LIBILITY of any kind for any LABOR or consequential DAMAGES Involved. The seller shall NOT BE RESPONSIBLE FOR DELAYS in delivery. The undersigned hereby acknowledges RECEIPT of the above in GOOD CONDlr1ON. KEEP A COPY OF THIS INVOICE FOR YOUR RECORDS. MUST SHOW COPY OF INVOICE WHEN PICKING UP MERCHANDISE. SALES TAX (7.0 %) $961.96 TOTAL $15,193.31 PAYMENTS /CREDITS $- 7,596.50 BALANCE DUE $7,596.81 EMBED PBrush TABLE OF ARTICLES AGREEMENT 1. GENERAL PROVISIONS 2. CLIENT 3. BUILDER 4. TIME 5. PAYMENTS 6. INSURANCE 7. CHANGES IN THE WORK 8. CORRECTION OF WORK 9. MISCELLANEOUS PROVISIONS 10. TERMINATION OF THE AGREEMENT 11. BASIS OF COMPENSATION 12. OTHER CONDITIONS AND SERVICES Standard Form Agreement between Client and Builder AGREEMENT made as of the _23'",_ day of _August in the year of Two Thousand and Eleven BETWEEN the Client Nicamerican, Inc. 50 Biscayne Blvd., Apt. 4306 Miami, FL33132 Telephone Number. ( 786 )543 -7821 e -mail: Bonannimarco@hotmail.com AND the Builder: Dimitri Construction Services, Co. , 6065 NW 167 St. Suite B -11 Miami, FL 33015 Telephone Number: (305)345- 1199' Fax Number: (305) 828 -2293 e -mail: info@dcservicescorp.com For the following Project: Interior Improvement of Residential property located at 1360 NE 103"' Street, Miami Shores, FL 33138, including, but not limited to tank -and am�field, driveway reconfiguration, minor sod placement and sprinkler repairs, kitchen hood exhaust installation only interior selective demolition, new bathroom fixture installation and finishes, minor layout alterations, modify Air Conditioning system, modify electrical and plumbing services, new architectural finishes, installation new Impact windows and doors, Exterior painting, Interior painting, new interior doors openings only, installation of new tile floor and wall covering, minor pool area alterations, garage ceiling, as per scope indicated on attached cost breakdown. The Client and the Builder agree as set forth below. TERMS AND CONDITIONS' ARTICLE 1 GENERAL PROVISIONS §1.1 BASIC DEFINITIONS' § 1.1:1 The Contract Documents consist of this Agreement to the Builder's Estimate dated 07/29111, written addenda to the Estimate 1 identified in Article 12, the Construction Documents provided by the Client plans dated June 23, 2011, in conformance with the scope of work in the Estimate and Modifications issued after execution of this Agreement. A Modification is a Change Order or a written amendment to this Agreement signed by both parties, or a Construction Change Directive issued by the Client in accordance with Section 7.3. § 1.12 The term "Work" means the construction and services provided by the Builder to fulfill the Builder's obligations required by the Contract Documents. § 1.1.3 The tern "Notice to Proceed" means the written order given to the Builder by the Client. § 1.2 EXECUTION, CORRELATION AND INTENT § 1.2.1 It is the intent of the Client and Builder that the Contract Documents include all items necessary for proper execution and completion of the Work. § 1.2.2 If the Builder believes or is advised by the Architect or by another design professional retained to provide services on the Project that implementation of any instruction received from the Client would cause a violation of any applicable law, the Builder shall -notify the Client in writing. Neither the Builder nor the Architect shall be obligated to perform any act which either believes will violate any applicable law. § 1.2.3 Nothing contained in this Agreement shall create a contractual relationship between the Client and any person or entity other than the Builder. ARTICLES CLIENT § 2.1 The Client shall designate a representative authorized to act on the Client's behalf with respect to the Project. The Client or such authorized representative shall examine documents submitted by the Builder and shall render decisions in a timely manner and in accordance with the schedule accepted by the Client. The Client hereby designates as its Representative, Fulvio Rottigni of ARCHIQUADRA, 3001 Ponce de Leon Blvd., Suite 102, Coral Gables Florida 33134, p 786.663.3056, f 305.397.2525, email fulvio@archi2.eom. § 2.2 The Client may appoint an on -site project representative to observe the Work and to have such other responsibilities as the Client and Builder agree in writing. § 2.3 The Client shall cooperate with the Builder in obtaining permits, licenses and inspections as required. The Client shall he required to pay the fees for such permits, expediting, licenses, testing and inspections as required for the project and local governing agencies. §.2.4 The Client shall finish services of land surveyors, geotechnical engineers and other consultants for subsoil, air, water and other environmental conditions when such services are deemed necessary by the Builder to properly carry out the work required by this Agreement. § 2.5 The Client shall disclose, to the extent known to _the Client, the results andeportsffpraortests, inspections orinvestigations conductedTor`the Project=: involving: structural or_m echanical systems; chemical, air and water pollution; hazardous rnater� or other environmental an laubsurface conditions. The Client shall disclose all information -b ow Ito. the Client regard` --th e p esence.of pollutants at the Project site. According with tltecity... to give permits , The Client ndl irrbvide the Builder angEneAronmental Report or Cert fication,indiicatingthe absence ofh rdo materialsprior to commencement ofwrirkwhichYmight eirnpae NoTrarne § 2.6 Those services, information, surveys and reports required by Sections 2.4 through 2.6 which are within the Client's control shall be furnished at the Client's expense, and the Builder shall be entitled to rely upon the accuracy and completeness thereof, except to the extent the Client advises the Builder to the contrary in writing. Water, electricity and other utilities and facilities necessary for proper execution and completion of the Work shall be paid for or furnished by the Client. § 2.7 Builder requires to maintain a contract liability with limits no less: than 1,000.000 $ aggregate at the builder cost and workers compensation for the builder employees. § 2.8lfthe Client observes or otherwise becomes aware of a fault or defect in the Work or nonconformity with the Builder's Estimate dated 07/29/11 or the Construction Documents, the Client shall give prompt written notice thereof to the Builder. § 2.9 The Client shall, at the request of the Builder, prior to execution of this Agreement and promptly upon request thereafter, furnish to the Builder reasonable evidence that:fmancial arrangements have been made to fulfill the Clients obligations under the Contract. § 2.10 The Client shall not communicate with persons or entities employed or retained by the Builder through the Builder, unless otherwise directed by the Builder. ARTICLE 3 BUILDER § 3.1 SERVICES AND RESPONSIBILITIES TJ 3.1.1 The agreements between the Builder and the persons or entities identified in this Agreement, and any subsequent modifications, shall be in writing. These agreements, including financial arrangements with respect to this Project, shall be promptly and fully disclosed to the Client upon request. § 31:2 The Builder shall be responsible to the Client for acts and omissions of the Builder's employees, and their agents and employees, and other persons performing any portion of the Builder's obligations under this Agreement. § 3.2 BASIC:SERMCES §3.2.1 The Builder's Basic Services are described below and in Article 12. §'3.2.2 The Builder shall designate a representative authorized to at on the Builder's behalf with respect to the Project. 3.23 The Builder shall submit a written estimate listing the items related to the scope of work as included in the Construction Documents. § 32.4 finless otherwise provided in the ContractDocuments, the Builder shall provide or cause to be provided and shall pay for Iabor, materials, equipment, tools, construction equipment and machinery. § 32.5 The Builder shall be responsible for all construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work under this Agreement, and warrants that any such construction means, techniques, sequences and procedures utilized or any such Work provided is consistent with commonly accepted work standards and meets applicable code and inspection criteria § 3.26 The Builder shall keep the Client informed of the progress and quality of the Work: § 3.2.7 The Builder shall be responsible for correcting Work which does not conform to the Contract Documents in accordance with Article 8 and other applicable sections ofthis Agreement. § 3.2.8 The Builder warrants to the Client that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the construction will be free from faults and defects, and that the construction will conform with the guidelines of the Contract Documents. Consiauction not conforming to these; guidelines, including substitutions not properly approved by the Client, shall be corrected in accordAnce with Article 8. § 3.2.9 The Builder shall pay all sales, consumer, use and similar taxes which had been legally enacted at the time the Builder's Estimate was first submitted to the Client for the duration ofthis project. § 3.2.10 The Builder shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities relating to the Project. § 3.2.11 At the completion of the Work, the Builder shall remove from the site waste materials, rubbish, the Builder's tools, construction equipment, machinery, and surplus materials, and shall provide a final cleaning of Project so thatthe Project is left in clean condition, free of all construction debris and swept clean. 32.12 The Builder shall be responsible for providing as -built drawings, a set ofreproduciblerecord documents or electronic data showing significant changes in the Work made during the construction. § 3.3 ADDITIONAL SERVICES § 33.1 The services described in this Section 3.3 are not included in Basic Services unless so identified in Article 12, and they shall be paid for by the Client as provided in this Agreement, in addition to the compensation for Basic Services. The services described inthis' Section 33 shall be provided only if authorized or confirmed in writing by the Client. § 3.3.2 Making revisions in drawings, specifications, and other documents or electronic data when such revisions are required bythe enactment or revision of codes, laws or regulations or client's changes subsequent to the preparation of such documents or electronic data. § 3.3.3 Providing consultation concerning replacement of Work damaged by fire or other cause during construction, and furnishing services required in connection with the replacement of such Work. § 3.3.4 Providing services in connection with a public hearings arbitration proceeding or legal proceeding, except where the Builder is a party thereto: § 3.3.5 Providing coordination of performed by the Client's own forces or separate contractors employed by the Client, and coordination of services required in connection with construction performed and equipment supplied by the Client. § 3.3.6 Deleted § 3.3.7 Providing and paying for currier, postage and additional reproduction of documents. ARTICLE '4 TIME § 4.1 Unless otherwise indicated, the Client and the Builder shall perform their respective obligations as expeditiously as is consistent with reasonable skill and care and the orderly progress of the Project § 4.2 Deleted § 4.3 The Demolition work to be performed under this Agreement shall commence within 7 days from the Builder's receipt of Mobilization payment and required permit(s). Remodeling work to be performed under this Agreement shall commence after the Builder's receipt of client's approved plan's and Building permit(s) representing the scope of work as describe in Article 3 and Article 12 of this agreement. Any discrepancies in the scope of work may cause a delay in the commencement of work. Delays caused by the permit revision process are not the responsibility of the Builder and such time shall be automatically added to the Builders delivery schedule. Estimated Delivery of the Remodeling scope of work is 105 days,(roughfy3.5 Months) from the date the building permit is issued. § 4.4 Substantial Completion is the stage in the :progress of Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract'Docnments and final inspections are approved for the Project. § 4.5 if The Builder is delayed at any time in the progress of the Work by an act or neglect of Client, Client's employees, or- separate contractors employed by the Client, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in deliveries, adverse weather - conditions not reasonably anticipatable, unavoidable casualties or other causes beyond the Builder's control, or by delay authorized by the Client pending arbitration, or by other causes which the Client and Builder agree, may justify delay, then the Contract Time shall be reasonably extended by Change Order. § 4.6 Any delays caused by the Client during the project, including work stoppage due to lateness of payment (unless; payment has been justifiably heldback or suspended by Client in accordance with the terms of Agreement),' delivery of materials, or any reason as caused by any other than the Builder, the delay shall be reimbursed to the Builder monetarily and/or in time 'If the delay causes the Builder to discontinue work for more than five (5) business days, the builder shall demobilize and re-mobilize within five (5) business days from receipt of client's written: notice to continue. Re- mobilization and Demobilization shall be billed at $1,000; per occurrence with the exceptions of permits. Permit are not under client control. ARTICLE 5 PAYMENTS § 5.1 MOBILIZATION PAYMENT § 5.1.1 The Client shall deliver to the Builder apavment of $ 5,000.00 (Five Thousand) to be used for Mobilization of the Scope of work only. Once the client received the permit ofthe city If the Builder fails to provide Certificates of Insurance in accordance with Section 6.1.2 of this Agreement then said Mobilization Payment shall be immediately refunded to Client. Once the Client received the permit of city shall deliver a second Mobilization Payment of $ 5,997.52 (Five Thousand. Nine Hundred Ninetvseven and Fiftvtwo cents). Once the Builder as provided the Client with the Certificates of Insurance in accordance with Section 6.1.2 of this Agreement and the permit received from the Building department. such payments will not be reimbursed in any matter. Mobilization payment shall be equally credited to the cost to the respective items listed in the Builder's estimate dated 07/29/11 once the scope rework is completed. vy,„ § 5.2 PROGRESS PAYMENTS § 5.2.1 The Builder shall deliver to the Client, bi-weekly, an Invoice (Application) for Progress Payments as scheduled in Article llfor the remainder balance after Mobilization payment. Contract Modifications, Change Orders, Change Directives or any other cause which creates an increase to the Contract Amount shall be billed per percentage completed within that payment period. Contract Modifications, Change Orders, Change Directives or any other cause which creates adecrease to the Contract Amount shall be credited in equal portion within the remaining payment periods. § 5.2.2 Within five ( 5 ) days of the Clients or Client's Representative receipt of an Application for Payment, the Client or Client's Representative shall approve the Application, the Client shall make payment to Builder within one (1) day ofthe approval of the Application for payment. Any item in the Application not approved shall be excluded from the Application for that period and shall be added to the next immediate Application upon resolution of the dispute. § 5.23 The Application for Payment shall constitute a representation by the Builder to the Client that the design and construction have progressed to the point indicated, the quality of the Work covered by the application is in accordance with the Contract Documents, and the Builder is entitled to payment in the amount requested. § 5.2.4 Upon receipt of payment from the Client, the Builder shall promptly pay each contractor, material man, or subcontractor the amount to which each is entitled in accordance with the terms of their respective contracts, and the Builder shall within three (3) business days from the date payment to the Builder is made provide the Client with Partial Releases from each such contractor, material man, or subcontractor. Builder's failure to provide such Partial Releases shall entitle Client to holdback any future payments due Builder until such Partial Releases are provided. § 5.2.5 Deleted § 52.6 The Builder warrants that title to all construction covered by an Application for Payment will pass to the Client no later than the time of payment The Builder further warrants that upon submittal of an Application for Payment all construction for whichpayments have been received from the Client shall be free and clear of liens, claims, security interests or encumbrances in favor of the Builder o any other person material men, or entity performing construction at the site or furnishing materials or equipment relatingto the construction. § 5.3 FINAL PAYMENTS § 5.3.1 When the Work has been completed, the contact fully performed, the final inspection made and the Certificate of Occupancy issued, the Builder shall submit a final Application for Payment to the Client and deliver a Final Release of Lien in accordance with Florida Statutes § 713.20 and a Contractor's Final Payment Affidavit in accordance with Florida Statutes §713.06, and final releases from all contactors, material men, and subcontractors as a condition to Client making final payment within 5 business days of receipt and record it in the clerk of court: satisfaction of Lien. § 5.32 Subject to Paragraph 8.2 providing for a one (1) year vvarranty ofthe Work, the making of fmal payment shall constitute a waiver of claims by the Client except those arising from .1 liens, claims, security interests or encumbrances arising out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents, or .3 teams of special warranties required by the Contract Documents. § 5.3.3 Acceptance of final payment shall constitute a waiver of all claims by the Builder except those previously made in writing and identified by the Builder as unsettled at the time of final Application for Payment. § 5.3.4 Final Request for payment will not be made until the Contractor delivers to the Client a fidl and final release of liens from the Contractor and its Subcontractors up to the most recent payment made by the Client. § 5.4 INTEREST PAYMENTS § 5.4.1 Payments due the Builder under this Agreement which -are not paid when due shall bear interest from the date due at the rate specified in Article I lin addition to 5100 daily administrative fre. In the absence of a specified rate at the legal rate prevailing where the Project is located. ARTICLE 6 INSURANCE § 6.1 BUILDER'S UABILITY INSURANCE § 6.1.1 The Builder shall purchase from and maintain, in a company or companies lawfully authorized to do business in die jurisdiction in which the Project is located, such insurance as will protect the Builder from claims set forth below which may arise out of or result from operations under this Agreement by the Builder or by a contractor of the Builder, or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of may be liable: .1 claims under workers' compensation, disability benefit and other similar employee benefit laws that are applicable to the Work to be performed; 2 claims involving contractual liability insurance applicable to the Builder's obligations under Section 9. § 6.1.2 Certificates of acceptable to the Client shall be delivered to the Client the next business day after execution of this Agreement. These Certificates and the insurance policies required by this Section 6.1 shall contain a provision that the policies will not be canceled or allowed to expire until at least 30 days' prior written notice has been given to the Client. If any of the foregoing insurance coverages are required to remain in force after final payment, an additional certificate evidencing continuation of such coverage shall be submitted with the application for final payment. § 6.2 CLIENT'S LIABILITY INSURANCE § 6.2.1 The Client shall be responsible for purchasing and maintaining the Client's usual liability insurance. Builder shall be responsible for insurance coverages regarding the work he will performed. ARTICLE 7 CHANGES IN THE WORK § 7.1 CHANGES § 7.1.1 Changes in the Work may be accomplished after execution of this Agreement, without invalidating this Agreement, by Change Order, Construction Change Directive, or order for a minor change in the Work, subject to the limitations stated in the Contract Documents. § 7.1.2 A Change Order shall be based upon agreement between the Client and the Builder; a Construction Change Directive may issued by the Client without the agreement ofthe Builder. § 7.1.3 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if quantities originally contemplated are so changed in a proposed Change Order or Construction Change Directive that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Client or the Builder, the applicable unit prices shall -be equitably adjusted. § 7.2 CHANGE ORDERS 72.1 A Change Order is a written instrument prepared by the Builder and signed by the Client and the Builder, stating their agreemen upon all of the following: .1 a change in the Work; 2 the amount of the adjustment, if any, in Contract Sum; and :3 the extent of the adjustment, if any, in the Contract Time. § 7.2.2 Deleted § 7.3 CONSTRUCTION CHANGE DIRECTIVES § 7.3.1 A Construction Change Directive is a written order prepared and signed by the Client, directing a change in the Work prior to agreement on adjustment, if any in the Contract Sum or Contract Time or both. 7.3.2 Except as otherwise agreed by the Client and the Builder, the adjustment to the Contract Sum shall be determined on;thebasis of reasonable expenditures and savings of performing the Work attributable to the change, including the expenditures for design services and revisions to the Contract Documents. In case of all increase in the Contract Sum, the cost shall include a reasonable allowance for overhead and profit. Unless otherwise provided in the Contract Documents, costs forthese purposes shall be limited to the following: .1 costs of labor, including social security, old age and unemployment insurance, fringe benefits required by agreement or custom, and workers' compensation insurance; .2 costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed; .3 rental costs of machinery and equipment exclusive of hand tools, whether rented from the Builder or others; .4 additional costs of supervision and field office personnel directly attributable to the change; and fees paid to the Architect, engineers and other professionals. § 7.3.3 Pending final determination of cost to the Client, amounts not in dispute maybe included in Applications for Payment. The amount =of credit to be allowed by the Builder to the Client for deletion or change which results in a net decrease in the Contract Sum will be actual net cost. When both additions and credits covering related Work or substitutions are involved in a change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any, with respect to that change. 7.3.4 When the Client and the Builder agree upon the adjustments in the Contract Sum and Contract Time, such agreement shall be effective immediately and shall be recorded by preparation and execution of an appropriate Change Order. § 7.4 MINOR CHANGES IN THE WORK § 7.4.1 Deleted § 7.5 CONCEALED CONDITIONS EnvIromentatinspection at: the .building § 7.5:1 If conditions are encountered at the site which are (1) subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents, or (2) unknown physical conditions of an unusual nature which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of character provided for in the Contract Documents, then notice by the observing party shall be given to the other party promptly before conditions -are disturbed and in no event later than 5 days after first observance of the conditions. The Contract Sum shall be equitably adjusted for such concealed or unknown conditions by Change Order upon claim by either party made within 5 days after the claimant becomes aware of the conditions. 7.6 REGULATORY CHANGES § 7.6.1 All the permits acquired should be according of codes and the work too. ARTICLE 8 CORRECTION! OF WORK § 8.1 The Builder shall promptly correct Work rejected by the Client or known by the Builder to be defective or failing to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Builder shall bear costs of correcting such rejected Work, including additional testing and inspections. § 8.2 If, within one (1) year after the date of Substantial Completion of the Work or, after the date for . commencement of warranties established in a written agreement between the Client and the Builder, or by terms of an applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, the Builder shall correct it promptly after receipt of a written notice from the Client to do so unless the Clientbas previously given the Design/ Builder a written acceptance of such condition. ARTICLE 9 MISCELLANEOUS PROVISIONS § 91 Unless otherwise provided, this Agreement shall be governed by the law of the place where the Project is located. § 9.1.1 Any controversy or claim arising out of or relating to this Agreement or the breach thereof shall be settled by arbitration administered by the American Arbitration Association under its Construction Industry Arbitration Rules, and judgment on the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. § 9.1.2 Both parties agree to arbitrate using an Arbitrator certified by the State of Florida and arbitration will take place in Miami ]Dade County. § 9.1.3 The parties shall share the Arbitrator's fee and any filing fees equally. Agreements reached in arbitration shall be enforceable as settlement agreements in any court having jurisdiction thereof. § 9.2 CLAIMS FOR DAMAGES § 9.2.1 If either party to this Agreement suffers injury or damage to person or property because of an act or omission of the other party, of any of the other party's employees or agents, or of others for whose acts such party is legally liable, written notice of such injury or damage, whether or not insured, shall be given to the other party within a reasonable time not exceeding 21 days after first observance. The notice shall provide sufficient detail to enable the other party to investigate the matter. If claim of additional cost or time related to this claim is to be asserted, it shall be filed in writing:' § 9.3 SUCCESSORS AND ASSIGNS § 9.3.1 The Client and Builder, respectively, bind themselves, their partners, successors, assigns and legal representatives to the other party to this Agreement and to the partners, successors and assigns of such other party with respect to all covenants of this Agreement. Neither the Client nor the Builder shall assign this Agreement without the written consent of other. The Client may assign this Agreement to any institutional lender providing construction financing, and the Builder agrees to execute all consents reasonably required to facilitate such an assignment. If either party makes such an assignment, that party shall nevertheless remain legally responsible for all obligations under this Agreement, unless otherwise agreed by the other party. § 9.4 EXTENT OF AGREEMENT § 9.4.1 This Agreement represents the entire agreement between the Client and the Builder and supersedes prior negotiations,' representations or agreements, either written or oral. This Agreement may be amended only by written instrument and signed by both the Client and the Builder. § 9.5 'ATTORNEY'S FEES; PREVAILING PARTY § 9.5.1 In connection with any litigation arising out of this Agreement, the prevailing party shall be, entitled to recover attorneys' fees and all reasonable costs incurred, including attorneys' fees and costs for litigation at all appellate levels. ARTICLE 10 TERMINATION OF THE AGREEMENT § 10.1 TERMINATION BY THE CLIENT § 10.1.1 This Agreement may be terminated by the Client upon 10 days' written notice to the Builder in the event that the Project is abandoned and/or in the event of continuous negligence by the Builder. If such termination occurs, the Client shall pay the Builder'for Work completed and for proven loss sustained upon materials, equipment, tools, and construction equipment and :machinery, including reasonable profit and applicable damages. If such termination occurs builder shall leave the project in safe condition. § 10.1.2 If the Builder defaults or persistently fails or neglects to carry out the Work in accordance with the Contract Documents or fails to perform the provisions of this Agreement, the Client may give written notice that the Client intends to terminate this Agreement. If the Builder fails to correct the defaults, failure or neglect within seven (7) days after beinggiven notice, the Client may then give a second written notice and, after an additional seven (7) days, the Client may without prejudice to any other remedy terminate the employment of the Builder and take possession of the site and of all materials, equipment, tools and construction equipment and machinery thereon owned by the Builder and finish the Work by whatever method the Client may deem expedient. This obligation for payment shall survive termination of this Agreement. The Client shall be entitled to deduct from any payments due Builder or to recover directly from Builder any costs incurred for making the Project safe. § 10.2 TERMINATION BY THE BUILDER § 10.2.1 If the Client fails to make payment when due in accordance with Article 5of this Agreement;. the Builder shall give written notice of the Builder's intention to terminate this Agreement. if the Builder fails to receive payment within three (3) business days after receipt of such notice by the Client, the Builder shall terminate this Agreement and recover from the Client payment for Work executed and for proven losses sustained upon materials, equipment, tools, and construction equipment and machinery, including reasonable profit. It is the responsibility of the Builder to leave the Project safe and to protect the work in place. ARTICLE 11 BASIS OF COMPENSATION The Client shall compensate the Builder in accordance with Article 5, Payments, and as described below. If for any reason the Client's business entity defaults on this Agreement, the Principal of the Business or the person signing agreement shall become personalty responsible for any and all damages as originally intended in this Agreement. 11.1 COMPENSATION § 11.1.1 For the Builder's performance of Work, as described in Section 3.2 and including any other services listed in Article 12 as part of Basic Services, the Client shall pay the Builder in current funds the Contract Sum as follows: Lump' Sum: One Hundred TenThousand, Nine Hundred Ninetyseven and 52/100 ($ 110,997.52 ) Mobilization Payment ..... $ 5.000.00 Second Mobilization Payment $ 5.997.52 Percentage complete at the end of each two weeks ............$ 100.000.00 Lunn sum $ 110;997.52 § 11.2 INTEREST PAYMENT § 11.2.1 The rate of interest for past due payments shall be ( 8.0 % ) per annum. ARTICLE 12 OTHER CONDITIONS AND SERVICES § 12.1 The Basic Services to be performed chap be commenced no more than 7 calendar days after receipt ofpermit or mobilimtion payment, which ever is later. § 12.2 The Basic Services shall be as described in the Final itemized schedule of values attached as part of the Contract Agreement, § 12.3 The Builder shall submit an Application for Payment on the Last day of each two weeks after commencement. § 12.4 Plumbing piping shall be in CPV or PVC as long as any such plumbing piping meets applicable codes and inspections, and is consistent with Contract Documents. § 12.5 Builder shall coordinate with the Client for the timely delivery of all materials to be furnished by the Client. §12.6 Builder shall base scope of work and estimate on the information provided by the electrical engineer of record; existing wiring . does have neutral wiring complying with the installation of Arc Fault Interrupter Breakers. All new electrical wiring shall be in romex. § 12.7 Builder shall provide for new stucco covering on brick planters adjacent to the pool. § 12.8 Builder shall remove and dispose of pool brick coping. §!12.9 Builder shall provide and install a new 2' x 2' acoustical drop ceiling with insulation on top in garage area. 121O It is the responsibility of the Client to furnish nav deliver and confirm the con aHance with al building standards of the following materials: A - Kitchen (including installation) /and bath cabinets B - Kitchen and Bathroom counter tops (including installation) C - Kitchen: sinks (including installation to counter ton only) D All plumbing fixtures E - All tile covering materials F - All electrical fixtures G All appliances H - Any items not included in the Builder's estimate dated 0729/11 -§ 12.11 An addendum to this Agreement has been added for the Article 4.7 2.12 It . K' lo.:' descri • .� - cle ' .10 .om A rtodo Nation iianc This Agreement entered into as of the day and year first written above. CLIENTS (Signature) (Signature) (Printed name and title) PAGE (Printed name and title) Page PAGE 10 of NUMPAGES 10 Miami Shores Viiiage Building Department RECEIPT PERMIT #: PC/ 11- j'LVto Ttl rs,)1/4/1 NContractor ❑ Owner ❑ Arc 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (other) '10 I YtakCJ �b (,,� � 1-30 1\k, LOBS-1- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 240 1) X_______,---' PERMIT CLERK INITIAL: STATE OF (FLORIDA) COUNTY OF (DADE) Miami Shores Village Building Department SURVEY AFFIDAVIT The undersigned Affiant, ' 1fto f 7it4M)) , does hereby attest that 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 (Property owner) The attached survey, performed by +19/114- �0g1/Eyt e i N.. #1521 (Name of surveyor's company) For address: 13 JUG k6 tb 11 h1 11I 117h7) It-Z. , 3'3539 Performed on .31/0l Zoti (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey Tess than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affia ay eth naught. Property Owner Signature Property Owner Print Name SWORN TO AND SUBSCRIBED before me this Gay •, A • ‘ � iI '1i5i Affiant is personally known to me, produce• as identification" MA-1410 BOWfI'tht Revised on 5122120091 Revised on 6/12/09 NOTARY PUBLIC-STATE OF MOM egn', ; Claudia V. Cuban eCommission #1M711,23 Wires: SEP. 23, 2611 gONDIO Notary 09/13/2011 14:11 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 17j001 * ** TX REPORT sss TRANSMISSION OK TX /RX NO 1783 RECIPIENT ADDRESS 93053972525 DESTINATION ID ST. TIME 09/13 14:10 TIME USE 00'41 PAGES SENT 1 RESULT OK q11771(1- R;L•Aii3 Permit No: 11 -1589 Job Name: September 8, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide all permit applications prior to any further reviews.(Electrical, plumbing, mechanical, roofing, driveway, fence and window) 2) Provide HRS approval for driveway and walks /steps. 3) The permit application submitted does not match the scope of work on plans. No zoning review will be completed until permit applications for exterior work are submitted. 4) This structure is located in a flood zone. The substantial improvement worksheet is incomplete and incorrect. Please complete the form with past costs and a copy of the signed contract for all of the proposed work. 5) Provide a detail scope of work on the plans. 6) The roof repair shown does not match the existing roof. Provide a separate roof permit. 7) The reinforcement for filled cells next to the new window openings must extend from the existing foundation to the beam. 8) Provide product approvals reviewed and signed approved by the designer of record for the new wind^••- 9) Provide a detail for the infill of old window openings. 10) Identify all interior bearing walls on plans. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Vertical Design Studio P.A. LIST OF CONTENT: • Respond narrative for Building Critique Sheet of September 8, 2011 • Cumulative Substantial Improvement Verification Work Sheet • Appraisal of Principal Structure • Contracts • Notice of Acceptance for Windows and Doors • Structural Calculations • Building permit applications VERTICAL DL NISTUDIO ARCHITECTS ; PLANNERS I INTERIOR DESIGNERS Vertical Design Studio. P.A. 1 AA26001914 6601 SW 116 0- 4201 1 Miami, FL 33173 786.430.7765 1 www.verticaidesignstudia.com BUILDING PERMIT COMMENT RESPONSE SHEET RE: NICAMERICAN RESIDENCE INTERIOR RENOVATION 1360 NE 103 STREET 1. Acknowledged. All proper permits shall be applied for prior to construction as required by Miami Shores' Building Department. 2. Driveway and exterior site work removed from scope of work. HRS not involved. 3. No exterior work being done under this permit. Refer to revised scope of work on cover. 4. Refer to revised appraisal and worksheet. 5. Refer to revised scope of work on cover. 6. Incorrect roof detail removed from construction documents. Roof repair under separate permit as required by Miami Shores' Building Department. 7. Refer to revised detail on sheet AS1.0. 8. Refer to 'NOA 11 on window schedule and attached NOA documents. Also refer to new opening protection exception calculations on sheet A1.1. 9. Refer to new detail on sheet AS1.0. 10. Refer to sheet A0.2 for existing load bearing partitions and new structural details on sheets S1.0 and S1.1 as well as attached calculations. ank you, rge E. Gonzalez AIA, LEED AP ertical Design Studio, P.A. �1771t, FULK Permit No: 11 -1589 Job Name: September 8, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide all permit applications prior to any further reviews.(Electrical, plumbing, mechanical, roofing, driveway, fence and window)--- - ti^°-► -� ` Provide HRS approval for driveway and walks /steps. 3 The permit application submitted does not match the scope of work on plans. No zoning review will be completed until permit applications for exterior work are submitted. N4) This structure is located in a flood zone. The substantial improvement worksheet is incomplete and incorrect. Please complete the form with past costs and a copy of the / • i ned contract for all of the proposed work. �'j rovide a detail scope of work on the plans. The roof repair shown does not match the existing roof. Provide a separate roof permit. 7 he reinforcement for filled cells next to the new window openings must extend from the xisting foundation to the beam. Provide product approvals reviewed and signed approved by the designer of record for the new windows. ) Provide a detail for the infill of old windowopenings. 10) Identify all interior bearing walls on plans. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 1--x ; .LC 5- ;Y1-1 - Miami -Dade My Home My Home nramrclade.,$ Qv Show Me: Property Information Search By: Select Item • Text only Property Appraiser Tax Estimator fa Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 3205 -030 -0070 Property: 1360 NE 103 ST Melling NICAMERICAN INC Address: 1 Living Units: 150 SE 2 AVE STE 1010 Ad] Sq Footage: MIAMI FL Lot Size: 33131- Property Information: Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/4 Floors: 1 Living Units: 1 Ad] Sq Footage: 3,521 Lot Size: 10,170 SQ FT Year Built: 1956 $0/$605,792 REPLAT OF TR B MIAMI City: SHORE BAY PARK Legal ESTS PB 63-17 LOT 7 Description: LESS El OFT & E1 OFT LOT 6 BLK 5 LOT SIZE 90.000 X 113 OR 18115- 1853 0598 4 Assessment Information: Year: 2011 2010 Land Value: $249,694 $356,108 Building Value: $356,098 $546,563 Market Value: $605,792 $902,671 Assessed Value: $605,792 $902,671 Taxable Value Information: Year: 2011 2010 $702,830 Applied Applied Taxing Authority: Exemption/ e ETaxabion/ of examination of the Value: Value: Regional: $0/$605,792 $0/$902,671 County: $0/$605,792 $0/$902,671 City: $0/$605,792 $0/$902,671 School Board: $0/$605,792 $0/$902,671 Sale Information: Sale Date: 010 Sale Amount $702,830 Sale O/R: 27305 -3637 Sales Sales qualified as a result Qualification of examination of the Description: deed View Additional Sales Additional Information: Click here to see more information for this riommt, Community Development District Community Redevelopment Area Page 1 of 2 AC T1 VE °TOO L. -SELECT S Aerial Photography - 2009 0 112 ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood i property Appraiser Home i Using Our Site! Phone Directory i Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend Property N Boundary N Selected Property Street N Highway Miami -Dade County Water WE 10/4/2011 1805 &W.84tAVENUE ZO MIAMI FLORIDA38158 AITENKIW FHONh rE WD8�0 FAX 5147 ®RIES® XINIC LAND SURVEYORS • LAND PLANNERS • MAPPERS L8 / 9559 TYPE OF PROJECT: BOUNDARY SURVEY PROJECT LOCATION: 1360 N.E. 103rd STREET SCALE 1"= 20' REVISE DAT • 03/28/11 05/20/10 RECORD OF REVISION 03/28/11 UP –DATE SURVEY & ADD ALL IMPROVEMENTS FOUND CITY, STATE & ZIP CODE MIAMI SHORES, FLORIDA 33138 -2624, US DRAWN BY: R.BeIIo PROJECT No: ASI 2135 -10 COMMENTS: NOTE:ONLY VAUD WITH PAGE 1 NO APPARENT VISIBLE UTILITY EASEMENT VIOLATIONS WERE OBSERVE AT THE TIME Of IRIS SURVEY. SHEET: 1 of 1 SHEETS NO. DATE DESCRIPTION BY APP. NO. DATE DESCRIPTION BY APP. ABBREVIATIONS AND LEGEND EIM Erkin 11;i,M; MMIL" ail«;+ Al 4;4111iste;1• /:11144 rI y LorAll rifTIANIF [ t' ,rill• @ :R:B�� „ir;a :I�y�t « «s:u� EA «r « LIM Mg. sr/A1tr_t��y�yar�yaINE eiloincza ( ��IIl21S ?;I]�li�'i�l;a�hP /:Vh!i� EOM *6,11111=11. L t •L IA»I;Ra•[i� u I,J>>:I:c7,a:� r WM. OL A'i ; f171 n ela;∎11 EDP to— Ii1' !I l[I:= «IJ; I. w.� I�! ��I1' 11i1Yr ,a «._`I•'.;I121,Z511,i'LSU;' +� IMAM 1: 1111 Y*i.Sf111111■11M WANE ILA 111111111.10W41 Mi-7571-A MEASURED aim •].Dimi Idam LT 112717mI:,11a, I «:i�icf «,L`l�:IBy1 7',IO;II ilgrAt2 il”. 11610I911110111:Agur.tquill MIA» ■II f111 . 1 1 - -7' 17 ?!11 Cpl= :rrr ia,M ®i�t��,'��1��:aiIIl nztt RECORD RIGHT a –° N.E. 103rd STREET B -raring Based on physical centerline of N.E. 103rd Street as being N89'50 54 E – 20' - ASPHALT PAVEMENT '50' TOTAL RIGHT- OF -WAYI N F.I.R. 1/2 "© 14' (No I.D.) IRON ROD —0 — C:. =I=11 c ONUMB T LNIE TERI NE PROPERTY UNE =AIR CONDITIONER =SELLSIXITH BOX ® =CABLE BOX ® =CATCH BASH cs =CONTROL VALVE BOX ® =ELECTRIC BOX ® = EIECTRIC METER ® =QECIRC SERVICE BOX 400=EISIING ELEVATIONS =METE HYDRANT =FLORI X & e. =HANDICAP SPACE L0 POOL PUMP 10 U 0 CO W a J v c0 0 III III =BUT =UCHT POLE * =METAL LIGIT POLE 0.60' CL ® =SANITARY MANHOLE r=SATELLITE DISH =WATER METER =WATER VALVE c0a =WOOD POLE N89«50.'54 "E 15' PARKWAY 9000' F.I.R. 1/2" (No I.D.) t 15 g 2 0 W 10 O 0) O O O 0.50' CL 16' 16' ♦ Y', J U:; o• m A/C -e 0) I p♦ ;I VI; _6.00' 21.40' 18.60' BRICK DRIVEWAY. STEPS 22.10' ,q♦y] •• PL METAL GATE 7.10' ONE STORY RESIDENCE N° 1360 'BRICK : b RACE o 27.70' WOOD R \♦\♦ \,A,N,N ..) \- Y\\\\\\\ ♦�♦ 19.00' POOL 19.00' I I. f LOT -7 BLOCK -5 LESS E 10' –STEPS `– DAVITS CS 14.85' r r r m 23.70' 14.50' C.B.S. UTILITY SHED ON CONC. 6.40' / • ♦ U 4.55' ♦ 0 m; • - 21.3' WOOD DOCK 46.50' r .--� .—� r- •-■I r— A r'.—•- r'r'r - r' ,-- — r r r r SEAWALL 2.6' t; 10.00' 111' O LC) CV c BEI W VICINITY MAP NOT TO SCALE MGVM , ° SITE YOMM — — ,—rr- i-- — ,—r r r' ,—' — .--- r r — /YATYBWRY LOCATION MAP 20 NOT TO SCALE GRAPHIC SCALE 0 10 20 //. t % AEI % %ice% / / / / / / / / //A — % /// MR % / //, t• % / / / / / / / / /// (IN FEET) 1 inch = 20 ft CERTIFIED T0: A) NICAMERICAN, Inc a Florida Corporation B) Finley & Bologna International C) Old Republic National Insurance Co. D) FOLIO NUMBER: 11 -3205- 030 -0070 FLOOD ELEVATION INFORMATION This property appears to be located in a Flood Zone AE ,Base Flood Elevation 9', as per Federal Emergency Management Agency (FEMA) Community No.120652 –Map Number 12086 C, Panel No. 0306, Suffix L, Effective Date: September 11, 2009. LEGAL DESCRIPTION Lot 07 less the E10 ft. and the E10 ft. of Lot 6, Block 5 of "REPEAT OF TRACT B MIAMI SHORE BAY PARK ESTATES" according to the Plat thereof, as recorded in Plat Book 63 Page 17 of the Public Records of MIAMI –DADE County, Florida. SURVEYOR'S NOTES: 1) The above captioned property was surveyed and based on the above legal description. 2) Foundations and /or footings that may cross the boundary line of the parcel herein described are not shown. Undergound utilities are not depicted hereon. 3) The lands shown hereon were not adstracted for easement or other recorded encumbrances not shown on the plat and the same if any may not be shown on this section 4) Wall ties are to face to the wall 5) Ownership subject to opinion of the Title. 6) Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 7) Elevations shown hereon are based on a dosed level loop using third order procedures and are relative to the National Geodetic Vertical Datum 1929. 8) Survey map and report copies thereof are not valid without the signature and raised seal of the Florida Licensed Surveyor. 9) Ownership of fences are unknown. 10) This survey has been prepared for the exclusive use of entities named hereon this Certification does not extend to any unnamed party or parties. 11) The purpose of this Survey is for obtaining Title Insurance and Financing and should not be used for Construction purposes. SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS CORRECT TO THE BEST OF fit' KNOWLFLED, (,'E AND BELIEF AS RECENTLY SURVEYED UNDER MY DIRECTION, ALSO THAT THERE ARE NO VISIBLE ENCROACHMENTS UNLESS SHOWN, AND THIS SURVEY MEETS MINIMUM TECHNt AL STANDARDS SET BY THE FLORIDA BOARD OF LAND SURVEYORS, AS SET FORTH IN CHAPTER 472.027 (F.S) AND CHAPTER 5J -17 OF THE FLORIDA ADMINISTRATIVE CODE. THIS SURVEY DOE NOT REFLECT OR DETERMINE OWNERSHIP. NO7E:NOT VALID UNLESS SIGHED AND SEAM AL LAN SURVEY ST OF FLORIDA NO. 2804 EagElYIEVII 6 20U Y: .................... STRUCTURAL CALCULATIONS PROJECT: NICAMERICAN RESIDENCE 1360 NE 103RD STREET MIAMI SHORES, FL. 33138 Denis k. Solano. P. E., S./. P.E. #: 56902 SJ. #: 2046 C.O.A. 00009095 DENIS K. SOLANO, P.E. ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS. SolVer Structural Partnership, Inc. 7500 N.W. 256 Street Suite 205 MIAMI, FLORIDA 33122 (305) 592 -9396 Phone (305) 599 -9347 Fax www.solversp.com SolVer Structural Partnership, Inc. Consulting Structural Engineers Design • Inspections • Investigation • Reports Vic& r3tia io� 1..t) a 6` (--ti; Att.) t�,s iF 2 €1Z IL 104) lc 0.46 212 to3 flptil 6 - ari 28.1- t, 3 • 7500 N.W. 25th St • Suite 205 • Miami, Florida 33122 • Phone: (305) 592 -9366 • Fax: (305) 599 -9347 • • e -Mail: info@solverstructural.com • SolVer Structural Partnership, Inc. Consulting Structural Engineers Design • Inspections • Investigation • Reports 4P1441: (;, - 2+ - ill Q*4144 64 xi a+t a moo 3,913* /goo 2 6- k 1E-4 el Ar--1 r 20( r 44 rije e ei coi th io 6110v- -37-e> 3s4-4 i-%"� 61-1- tv. 2-y40 • 7500 N.W. 25th St • Suite 205 • Miami, Florida 33122 • Phone: (305) 592-9366 • Fax: (305) 599-9347 • • e-Mail: info@solverstructuraLcom • 8311.1r Partnership,1 SolVer Structural Partnership, Inc. Consulting Structural Engineers Design • Inspections • investigation • Reports Oetk -11-11 z4 1) E1, 11:W DP 'te, 1/211/41 e4.4. BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOAH PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: parowED so) ?,621 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 F� aw.mia midadc.eov /building/ 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 BNC - 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. BNC 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: Series "HR-610" Aluminum Horizontal Roller Window — N.I. APPROVAL DOCUMENT: Drawing No. 4127 -20, titled "Alum. Horizontal Roller Window, Non - Impact", sheets 1 through 12 of 12, prepared by PGT Industries, dated 03/22/06, with revision `B ", dated 04/01/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0815.08 and consists of this page 1 and evidence 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.11 -0302.01 Expiration Date: July 27,2016 Approval Date: May 05, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4127 -20, titled "Alum. Horizontal Roller Window, Non - Impact ", sheets 1 through 12 of 12, prepared by PGT Industries, dated 03/22/06, with revision "B ", dated 04/01/07, signed and sealed by Robert L. Clark, P.E.. B. 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 PA 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5005, dated October 05, 2006, signed, sealed and dated November 08, 2006 by Edmundo Largaespada, P.E. 2. 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 PA 202 -94 . 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202.94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4857, dated March 08, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0327.04) 3. 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an.aluminum horizontal sliding window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL- 4860, dated February 08, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0327.04) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, dated 08/10/07, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTM E1300 -04. E -1 Jar F.1 Manuel er. P.E. Product Contr Ex iner NOA No. f t .01 Expiration Date: July 27, 2016 Approval Date: May 05, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to the requirements of the current Florida Building Code 2007 with the 2009 supplements, including the HVHZ, dated 02/03/11, signed by Robert L. Clark, P.E. 2. Statement letter of no financial interest with the laboratory that performed the test, dated 02/03/11, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 5005, issued by Fenestration Testing Laboratory, Inc., dated 113/08/06, signed and sealed by Edmundo Largaespada, P.E. 4. Laboratory compliance letter for Test Reports No. FTL- 4857 and FTL- 48609, issued by Fenestration Testing Laboratory, Inc., dated 03/09/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0327.04) G. OTHERS 1. Notice of Acceptance No. 07- 0815.08, issued to PGT Industries, Inc. for their Series HR 610 Aluminum Horizontal Roller Window — N.I., approved on 01/03/08 and expiring on 07/27/2011. L-� E -2 ManuelP P.E. Product Contro xi miner NOA No fl 0302.01 Expiration Date: July 27, 2016 Approval Date: May 05, 2011 GENERAL NOTES: NON-IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: A. 3/18" ANNEALED GLASS B. 3nr TEMPERED GLASS C.114* ANNEALED GLASS D. 1/4" TEMPERED GLASS E.1/16" LG., yr ANNEALED OUTBOARD, 9/18" AIR SPACE. 118" ANNEALED INBOARD F. 13/10' LG., 1/8" TEMPERED OUTBOARD. 9/16" AIR SPACE, 118" TEMPERED INBOARD G. 13/16"1.0., 3/16" ANNEALED OUTBOARD, 7/16" AIR SPACE, 3/18' ANNEALED INBOARD 14.13/16" I.G., 3/16" TEMPERED OUTBOARD, 7/1r AIR SPACE, wir TEMPERED INBOARD 1. 13/15" I.G., 3/16' ANNEALED OUTBOARD, 1/2' AIR SPACE, Ur ANNEALED INBOARD 13/16" LG., 3/18* TEMPERED OUTBOARD, 1/2" AIR SPACE, 1/8" TEMPERED INBOARD 2. CONFIGURATIONS: CA, )10, )1.qc 13.OESlGN PRESSURES: (SEE TABLES, SHEETS 2 THROUGH 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MLAMI-DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. AT. REFERENCES: TEST REPORTS FTL-4857. FTL-4860 AND FI'L-5005. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION HR610, PREVIOUSLY REFERRED TO AS HR710. A9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2004 MI FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). (51 lir NOW GLASS BITE 80 OR 81 ANNEALED OR TEMPERED GLASS 3/16" MONOLITHIC GLASS 21 1/4" MONOLITHIC GLASS 0 0 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS . 7116", 1/2' OR 9/1 6" AIR SPACE 1/8" OR 3/16" ANNEALED OR TEMPERED GLASS MIN 0 112 NOM. GLASS BITE 84, 85, 86, 87, 88 OR 89 13/16" INSULATED GLASS NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS.... 1 DESIGN PRESSURES...—. 2-4 ELEVATIONS 5 VERT. SECTIONS 6 HORIZ. SECTIONS6 PARTS LIST 7 EXTRUSIONS 8 CORNER DETAIL ANCHORAGE 9-12 11091/CT RENEWED tyria. Nip!** irkk the Fluids 2.0 PROYILL^', REVISED St. CRIap . with Um Florida &Maim Coda Acceptance No 0 lon Pate 4, 4;114577: • Li „6. .44 Remelt Ora P.K 40107 14.160 FIG X 2027/06 1.1 •MVOS j• tt.41.111, as* f Llwaettl. byla 1,12/04 r ionMrOitKoPmO% a r 2 w7 v A =AIR &DACE MA NOTE VIEW. REF. NOTE 74 NOTE& P.O. KIX 110 NOKOMIS, R.34274 FIG" vi.etriy Enter GENERAL NOTES. FLANGE acIAREGkAi IN AMA HORIZONTAL ROLLER WINDOW, NON-IMPACT teetaNatee bar No 14 ton HAM NTS 1 12 4127-20 B L . Clark, P.5. PF F39712 $41t1308, XOX (114,112,114). FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER) TASLE11. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 24 " 38` 38 318' 49 58 V8" 54" 60" 63" „ A,E,I +75.0' -150.0 +75.0 -160,0 +75.0 -131.2 +75,00 -1211 +75.0 -88.7 +75.0 -82.1 +75.0 -75.2 +67.6 -87:6 465.0 45,0 C +75.0' 450.0. 475,0 4500 *75.0 -1462 +75.0 +756 -1319 -1510 +75:0 475.0 •100.0 -150,0 +75.0 475.0 $35 -150.0 +75.0 +75.0 - 86.4 4506 +75.0 +756 -76.0 -1426 +701,7 +75.0 -717 4344 B.D,F:H,J 475,0 - 150.0 +75:0 -150:0 +756 -150.0 0 +75.0 -150.0 +7 &0 -150,0 +75.0 -150.0 .756 -150,0 +75.0 -137,5 +75.0 -128.6 +75.0 -118.8 +75.0 - 104.5 +75.0 -98.6 53 118' A,E,1 +75,0 -150.0 475.0 4506 +750 -119:6 +75,0 - 1094 +75.0 -82.7 +750 -78:7 +73.2 -712 +83.1 411 +516 -58.5 46.1 C +75.0 450.0 +75.0 - 150.0 475.0 -137,7 +75.0 -125.7 +75.0 -93.0 +75.0 -86.8 +75.0 .80.0 .70.2 -702 +66.1 B,43,F,H,J +750 -150.0 +75.0 - 150.0 +75.0 - 150.0 +75,0 -150.0 +75.0 -150.0 +75.0 -150.0 +75 0 -149.9 +75.0 -131.8 *75.0 .124.0 G +75:0 -150.0 +75.0 -150,0 +75.0 -150.0 +75.0 -150.0 +75.0 -127.8 +75.0 - 119.3 +75.0 -110:0 +75.0 .96.5 +75.0 -90.9 A,E,1 4-75.0 4510 +75.0 -150.0 +75.0 -104.1 +75.0 -92.0 475.0 -76.6 +71.5 -71.5 +65.9 •65.9 +57.7 -57.7 +54.8 -54.8 C +75;0 -150.0 +75.0 -150.0 +75.0 -129.4 +75,0 ,117.5 +75.0 -85.6 +75,0 -797 +73.3 -73.3 +64.0 -84.0 +60.2 160.2 13,0,F,H,J +75.0 -150.0 +750 -150.0 +75.0 - 150.0 +75.0 -150.0 +75.0 -150.0 +75.0 - 149.5- +75.0 -137.3 +75.0 -1210 +75.0 -112.9 (3 +750 -150.0 +75.0 -160.0 x75.0 -150.0 +75.0 -150.0 +75.0 -117.7 +75.0 -109.6 +75.0 -100.7 +75.0 -88,0 +75.0 -82.8 74" A,E.I +75.0 - 105.2 +75,0 -105.2 +76.0 -105.2 +75.0 -105.2 +75.0 75.8 +70.0 -70.0 +63.9 -63.9 +55.3 -55.3 451.8 51.8 C +75.0 -105.2 +75:0 -105.2 +75.0 - 105.2. +75.0 -105,2 +75.0 -75.8 +70:0 -70.0 +63,9 •63.9 +55.3 -55.3 _ +51.8 51.8 B;R,F,H,J + r 75:0 -150:0 +750 .•150;0: +756 -150.p -144.8 +75.0 +75.0 -150.0 -144.6 +75,0 475.0 -1490 -104.0 +75,0 +75.0 -131,2 -86.2 +75.0 +151- -119.8 •87,8 +75,0 +75.0 -103.7 76.0: +75,0 +712 -97:1 -71.2 0 +75.0 -144,0 +75:0 -144.8 +75.0 A,E,I . +75,0' -81:.6 +75.0 -81,8 +75.0 -19.5 ' +75.0 -76,7 +63.6 .63.8 +60.5 40.5 +57.0 -57.0 +50.3 - 50.3. 447.7' . -47.7 C +75,0 -81.6 +75:1 -81.8 +75.0 -83.6 475.0 41.8 +71.2 -71.2 +65.5 45.5 +59.5 -505 +51,1 -51.1 +47.7 47,7 . -P'' is • `f�G �; B,D,F,J'I,J +756 . -150.0 +750 .150.0 +75.0 -150.0 +75.0 -150.0 +75 0 -133.5 475.0 -122,9 475.0 -111,5 75.0 -95.8 +75.0 -69.5 G +750 - 112:2 +75.0 -112.2 +75.0 -1122 +75.0 -112.2 +75.0 -97.9. +75:0 -90.1 +750 -81.8 +70.3 -713 +65.5 -85.6 " A,E,I +62.5 -62.5 +62:5 -62.5 42.5 462 -5 +62.5 .+62,5 42.5 +625 +62.5 -62.5 -62.5 458.3 +62,5 58.0 -62.5 +55.3 +62.0 -55.3 42.0 +52.2 +55,9 -52.2 •659 +47.5 +47,5 -47.5 47,5 +44,2 +44.2 442 44.2 C +625 62,5 +625 B,D.F,11.J +75.0 -1172 +75.0' -117,2 +750 117.2 +75.0 -117.2 +750 -117.2 750 -16.3 +75.0 104.8 +75.0 89.1 +75.0 82.8 75,0 -85.9 475:0 -85.9 «75.0 85.9 ! +75.0 85.9 +75.0 859 +750 95.3 +75.9 -788 65.3 -653 +60.8 -608 . 2cit, 1� 318" A,E.I +51.4 .51.4 +50.9 -50 9 -50.9 -50,9 +50.9 -50.9 +50.9 50.9 +50.9 -50.9 +483 1 -48.3 +43.5 -43.5 441.7 .41,7 - - i )'`'. k' , ,-..4-n ■r,." ` C +51,4 -51 4 +50,9 -50.9 +50.9 •50.9 +50.9 -50.9 +50 9 50,9 +50.9 •50.9 +50.9 50.9 +45.3 45 3 +42.0 -42.0 B.0.F,H,J +75.0 -96.4 +75.0 -95.5 +75.0 -95.4 +75.0 -95.4 +750 -95.4 +75.0 -95.4 +75.0 -95.4 +75.0 -850 +750 - 78.7 G +70 7 -70.7. +70,0 -70.0 +70.0 -70.0 +70.0 -70.0 *700 -70.0 +70.0 -70.0 ' +70.0 -70.0 +62.3 623 +57.7 .57.7 108" A,E.1 > +50.0 -50.0 +49.5 •49,5 +49,4 .49,4 +49.4 .49.4 +49,4 49.4 +49.4 49.4 +47,3 «47,3 +42.9 42.9 +41.1 -41.1 •y::t:n .,:•at9a +talm • ,. Gmo .:7.Ir,/ -/1 By .- t>ffier0e�u ,..,ii C +50,0 -50.0 +49.5 495 +49.4 494 +49:4 -49.4 +49.4 -49.4 494 +49,4 49,4 +45.0 45.0 +41.7 .41,7 B,D,F,H.J +76.0 -93:8 +75.0' -92.7 +75,0 +87.0' •928 .67.9 175.0 +67.9 -92.6 •67.9 +75,0 467.9 -92.6 47.9 +75.0 +87.9 -92.6 67.9 +75.0 +67.9 92,8 X7,9 +760 +61.9 -84,4 -61.9 +75:0 +57.3 -78.2 -573 G +68.8. -68.8 +58 -0 -68.0' 111" A,E,I +47.6 476 +46.9 -48.9 +48.7 -46.7 +46.7 -46 7 +46.7 457 +417 .46.7 +45:0. 490 +41.7 41.7 +399 -39.9 C +476 .47:18 +48.9 46.9 +45.7 -46.7 +46.7 -46.7 +46.7 46.7 +46.7 .46.7 +45,7 .46,7 +44.6 -44.6 +41.2 .41 ,2 B;D,F,H,J 750 ,68.3 +750 8:0 750 -877 75.0 -87:7 +750 -87.7 +75,0 87,7 +75.0 -877 +75:0 -83,6 +75.0 -77.3 !3 +85.5 -655 - +646 64 5 +643 -643 . +64.3 -643 +64,3 64,3 : +643 . -84 3 : +64.3 44,3' 4813 -81,3 +551 -58.7 128" A,E,i +41,7 -41:7 +40.7 40,7 +410 40,0 +40.0 -400 +40,0 -40:0 +40;0 40:0 +40.0 -40.0 +381 -38.7' +38.9 -369 G +41.7 -41.7 +40,7J 40,7 +406 - 40.0 . -+49.0 •400 +40.0 40,0 +40,0 40,0 +40.0 40.0 +40.0 -400 +40,0 -40.0 S,U,F,H;J ; +756 -78,1 +75,0 78.4 +75,0 75,0 +75.0 yy •75:0 +75,0 75.0 +750 -75.0 475.0 -75,0 +75.0 750 +75.0 -75:0 G. 457.3 .57-3 . +58.0 -58.0 455.0 -55.0 +55.0 j •55.0 +55.0 -55.0 +550 -556 +55.0 -55.0 +55.0 -85.0 +55.0 -55.0 Robert . Cls PE X712 steno / 0 t a.e. a, GLASS TYPES: A 3+1'6" ANNEALED F. 13/16" LG., 1/8*T, 9/16" Aft SPACE. 1/8 "T TEST REPORTS: F11 -4880 B. 3/16'- EMCTRED G. 13/1r 1.8., 3/16".A.7/15" AIR SPACE, 3/ 6`A F7L -5005 G, 114" ANNEALED H. 13/14° LG.,.3r16'T, 7/16" AIR SPACE, 3/187 D. 114`'1EMPERED I. 13/W 4.0., 3/16"A, 112" AIR SPACE. 1/8"A E 13/16" I;G., 1 /8"A, 9/18" AIR SPACE, 118"A .1. 13/18" LG., 3/16'T, lir AIR SPACE, 1 /S`T 90fi 7ECNtdt1UKAYWW& NCKONS. 1151274 P.0.8Q7t is HOKOM9, F1, 3M U DESIGN PRESSURESLXOX (114 -1/2 -- 114) • • ALUM NORJZONTAL ROLCER WINDOW NON-IMPACT F/S 44.01 C IADE WEE EPSPQf:A314 E 79 aoffia11DE E.. MIME F.K. e,• )O (dLA93TYPESE FJC 297D6 J.L .: SPACBDUU -J, 9!22106 y;,, +,, Onte ...woo 0 �.te • NTS Bat 'tdrpm 2 u< 12 412720 ,r• 8 XOX (1/34/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W / SAME. DLO ARE 1" SMALLER)TABLE 2. 1 WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 24 28" 36" 38 3/8" 49" 60 5/8" 54" 80" 63" " A.C,E.F +75:0 -140.6 +75.0 -140.8 +75.0 -128.6 +75.0 -118.5 +75 0 90.0 +75.0 -04.4 +75.0 -78.3 +69.2 -89.2 +65.5 -65.5 8,D,F,H,J +75.0 '- 150.0 +75.0 -150.0 +75.0 -150.0 +75,0 -150.0 +75.0 - 150.0 +75.0 -150.0 +75.0 .146.7 +75.0 -129.8 . +75.0 -122.7 G +750 -1550 +75.0 -150:0 +75.0 450.0 +75.0 -150.0 +75.0 -123.8 +75.0 -118.1 +750 -107.6 +75.0 -952 +75.0 -90.0 53118" A,C;E,i :. +75.0 414:8 ' +75.0 414.8 +75.0 4148 +75.0 -1102 +75.0 -83.1 +75.0 -77.9 +72.0 -72:0 +63.6 -83.6 +80.1 -60.1 13,0,F,H.J +75.0 - 150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 - 150.0. +75,0 -146.0 +75.0 -135.1 +75.0 -119.2 +75.0 - 112.6 (3 +750 -150,0 +75.0 450:0 +750 - 150.0 +75.0 -150.0 +750 414.3 +75.0 407.1 +75.0 -961 +750 -87.4 +75.0 -82.6 80" A:C:E,1 . 475.0 - 90.0 +75.0 -90.0 +75.0 -90.0 +75.0 - 90.0 +75.0 -75.8 +70.9 -70.9 465.5 -65.5 +57.6 -57.6 +54.3 -54.3 8,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 - 150.0 +75.0 - 150.0 *75.0 - 142.1 _ +75.0 - 132.9 +75.0 -122.7 +75.0 -1080 +75.0 -1019 G +750 - 123.8 +750 -123.8 +750 -123.8 +75.0 -123.8 +75.0 - 104.2 +75.0 -97.5 +75.0 -90.0 +75.0 -79.2 +74.7 -74.7 A;C,E,I +74.4 -74.4 +74.4 -74.4 +74.4 -74.4 +74.4 -74.4 +70.8 -70.8 +66.1 -66.1 +60.9 .60.9 +53.4 -53.4 +50:3 -50.3 B,D;F,H,J +75.0 -139 5. +75,0., -139.5 +75.0 -139.5 +75.0 -139.5 +75.0 -132.7 +75.0 -123.9 +75.0 -114.2 +75.0 -100.2 +75.0 -94.4 G +75.0 - 102.3 +75,0 -102.3 +75.0 -102.3 +75,0 -102.3 +75.0 -97.3 : +75.0 -90 8 +75.0. -83.7 +73.5 -73.5 +69.2 -692 . A,C.E,I +62.5 -625 : +62.5 - 62:5 +82.5 -62.5 +62.5 -62:5 +82.5 -62.5 +671 -62:1 +57.1 57.1 +50.0 -5(10 +47.1 -47.1 B,D,F.H,J, +750 4172 +75.0 417.2 +750 4172 +75.0 417.2. +75. 417.2 +750 4155 +75:0 -107.1 +75.0 -968 +75.0 -882 A ,f - r; : -,_:;1 `. "' • 1 -r t•t(c !nim 3T - KC-+s t L. G +75.0 . -85.9 +750 -85:9 +7S.0 -85.9 +750 45:9 +75:0 459 +750 -85.4 +75.0 -78.6 +6813 -658 +64 7 434:7 74" A,C.E,1 +552 59:2 +59.2 -59.2 +59.2 . -59 2 +552 -59.2 +59.2 -592 +59:2 -59.2 +56.0 -560 +49 0 -49.0 +461 -46.1 B,D,F,H.J : +7501 -111.0 +75:0' -110.9. +75.0 ' -110.9 +75. -110.9 +750 - -110:9 +75.0 410.9 +75 0 -105.1 +75. -91..9 +75,0 -18 4 G +75.0 - 81.4 . +75.0 -81:4 +750 -81.4 +75.0 -81.4 +75.0 -81.4 +750 -81.4 +750 -77.1 +674 -67.4 +63.4 - 63.4 " A.0 E.I +46.9 .48.9 +46.2 -462 +45.9 -45.9 +45.9 .45.9 +45.9 -459 +45.9 •45 9 +45.9 -45,9 +44.7 -44.7 +42.0 -42.0 B.D,F,H,J +75.0' 497,9 +75.0 -68.5. +75.0 -86.1 +75.0 -86.1 +750 -881 +75.0 -88.1 +75.0 -86.1 +75.0 433.9 +75.0 -78." G +64:5 .645 +6315 -855- +53.1 -63.1 +63.1 -63.1 +851 -63.1 +83.1 - 63.1 +63.1 -ea 1 +61.5 491.5. 457 ..7 -57.7 90" . A,C.E,I +417 -41:7 +40.7 -40.7 +430 - 40.0 +40.0 -450 +40:0 -40:0 4450 40.0 +40:0 -40.0 +40:0 -450 +40.0 -450 B,D,F;H.J +75:0 -78.1 +75.0 : -75.4 ; +75.0 -750 +750 -75.0 +750 - 750 +750 -76.0 +750 -75.0 - +75.0 -75.0 +75.0 15.0 t'::o : 1 r ^tiu c:c aNh de +'luuh A,- ,�,L,c „Q *0 -. 08 c...'w,u+cu. ffl't'_•J Mi On xi G +57.3 -573 +550 ' -56.0 +55.0 -55.0 +550 -55.0 455.0 -55.0 +55.0 -55.0 +55:0 -55.0 +55.0 -55.0 +55.0 -55:0 GLASS TYPES: A. 3118" ANNEALED F. 13/16" LG., 1/8*T, 9/16" AIR SPACE, 1/8 "T TEST REPORTS: FTL -4880 B. 3/16" TEMPERED G. 13/16" I.G., 3/18"A, 7/16" AR SPACE. 3/16 "A FTL -5005 C.1/4 ": ANNEALED H. 13/16" LG..3/16'T, 7/16" AIR SPACE. 3/16"T D. 1/4 ° TEMPERED is 13/16" LG., 3/16"A. 1/2"AIR SPACE, 1/8"A E. 13/ 16 °LG.,1/8"A,9115" AIR SPACE. 1/8"A J. 131 16 "I:G..3/18"T,1/Z" AIR SPACE. 1 /81" $ lb U L. P.E. PE 1047I2 s+" mit) TECHNOLOGY DRIVE Noaeane.aL 307S DESIGN PRESSURES, X0. (113- 1.3 -1I3) roman,; Fx !OW n DPS PER s47Me r30aaaa ADD ts. Prr ALUM. HORl20NTAL ROLLER WINDOW, NON- IMPACT {y� PA. BOX 18.19 PJG F,/G 642/46 2t ?t2TrbB �..- .- J.J. „w AIR SPAteark 70 MASS 7YPSSE•J. . 04 01(0209., Ft s�a4 t°twb5 9rare+ mrnwr Mffi70 mra ! NTS Sad 3 • 12 pwva 4127-20 w 8 2 AND (IQ FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) TABLE 3. . WINDOW WIDTH GLASS. TYPE WINDOW HEIGHT 24' 28" 36" 383/8" i 48" 50 5/8" 64" 60" 83° 24" A,C,E,I +75.0 - 150.0 +75.0 -150.0 +75.0 - 150.0 +75.0 -150.0 +75.0 -147.0 +75.0 -138.3 +75.0 -128.6 +75.0 -114.3 +75.0 1 -108.3 B,D,F,H,J +75.0' . - 150.0, +75.0 -150.0 +75.0 - 150.0 +75.0 -150.0 +75.0 -150.0 +75.0 - 150.0 +75.0 -150.0 +75.0 -150.0 +75.0 t -150.0 G .. +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +75.0 -150.0 26x" A,C,E,I +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -135.2 +75.0 -127.1 +78.0 -118.0 +75.0 -104.8 +75.0 -99.2 B,D,F,H,J +75.0 . -150.0 +75.0 1 -150.0 +75.0 - 150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 5 - 150.0 +75.0 -150.0 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 37" A,C,E,I +75.0 -150.0 +75.0 -150.0 +75.0 -144.2 +75.0 -133.5 +75.0 -103.4 +75.0 -96.8 +75.0 -89.5 +75.0 -78.9 +74.5 -74.5 B;D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 - 150.0 +75.0 -150.0 +75.0 -140.3 +75.0 -132.5 G +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +75.0 -150.0 +75.0 -150.0 +75.0 -139.2 +75.0 -122.8 +75.0 -115.9 48° A,C,E,1 . +75.0 -107.0 +75.0 -107.0 +75.0 -107.0 +75.0 - 107.0 +75.0 -85.3 +75.0 -79.9 +73.5 -73.5 +64.2 54.2 +60.4 50.4 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -160.0 +75.0 -142.1 +75.0 -130.7 +75.0 -114.3 +75.0 -107.6 G +75.0 -150.0 +76.0 - 150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -133.4 +75.0 -124.3 +75.0 -114.3 +75.0 -100.0 +75.0 -94.2 531/8" A,C,E,I +75.0 -88.1 +75.0 -87.3 +75.0 -87.3 +75.0 -87.3 +75,0 -79.7 +74.7 -74.7 +88.5 -68.5 +59.7 -59.7 +56.1 -56.1 B,D,F,H,J +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -142.8 +75.0 -132.8 +76.0 -121.8 +75.0 -106.1 +75.0 -99.7 G +75.0 - 137.1 +75.0 - 135.9. +75.0 -135.8 +75.0 -135.8 +75.0 -125.0 +75.0 -116.2 +75.0 -106.6 +75.0 -92.9 +75.0 -87.3 • ..,,,, '- ,7- .-mIti,%, nevreti 4nr, C"dt q,�yydmce7ta pfl U1 E rII1GA o,u. 20►6 Or1t'+ e L_-1 A,C,E,I +75.0 -85.6 +75.0 -84.6 +75.0 -84.5 +75.0 54.5 +75.0 -78.9 +73.9 73.9 +67.8. .7.8 +59.0 -59.0 +55.4 -55.4 B,D,F,H,J +75.0 - 150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -150.0 +75.0 -141.4 +75.0 -131.4 +75.0 -120.5 +75.0 -104.9 +75.0 -98.6 G +75.0 -133.1 +75.0 -131.8 +75.0 -131.5 +75.0 -131.5 +75,0 -123.7 +75.0 -115.0 +75.0 - 105.4 +75.0 -91.8 +75.0 -88.2 A,C,E,I +71.3 -71.3 +69.7 -69.7 +68.5 -68.5 +68.5 58.5 +68.5 468.5 +68.5 -68.5 +63.3 43.3 +54.9 54.9 +54.5 -51.5 B,D,F,H,J +75.0 - 128:8:, +75.0 -123.9 +75.0 -121.7 +75.0 - 121.7. +75.0 -121.7 +75.0 -121.7 +75.0 -112.6 +75.0 -97.8 +75.0 -91.5 � G +75.0 -110.9 +75.0 -108.4 +75.0 -106.5 +75.0 -106.5 +75.0 -106.5 +75.0 -106.5 +75.0 -98.5 +75.0 -85.4 +75.0 -80.0 A,C,E,I +61.1 41.1 +5912 59.2 +58.6 58.6 +58.8 -58.6 +58.6 -58.6 +56.6 56.8 +58.8 .58.8 +51.6 -51.6 +48.3 -48.3 B,D,F,H,J +75.0 -108.7 +75.0 -105.3 + 7 5 . 0 - 1 0 0. 6 + 7 5 . 0 - 1 0 0 . 6 + 7 5 . 0 - 1 0 0 , 8 + 7 5 . 0 - 1 0 0 . 6 + 7 5 . 0 - 1 0 0 . 6 + 7 6 . 0 -91.8 +75.0 -85.8 G +75.0 -95.1 +75.0 -92.1 +75.0. 58.0 +75.0 -88.0 +76.0 -88.0 +75.0 -88.0 +75.0 -88.0 +75.0 -80.3 +75.0 75.1 72" A,C,E,I +53.5 43.5 +51.5 -51.5 +47.5 -47.5 +47.5 - 47.5 +47.5 -47.5 +47.6 -47.5 +47.5 47.5 +47.5 -47.5 +45.7 -45.7 T�QODUC,411,7SBD ea,nmpl7Mg wLb � Pl,rids dp g „7 "' ., lie. p}/ !E' - uU if . - -= ` . Miami oN, p,Oduee . , , B,D,F,H,J +75.0 -95.1 +75.0 -91.8 +75.0 X4.5 +75.0 -84.5 +75.0 -84.5 +75.0 -84.6 +75.0 -84.5 +75.0 -84.5 . +75.0 -81.3 0 +75.0 -83.2 +75.0 50.1 +73.9 -73.9 +73.9 1 -73.9 +73.9 -73.9 +73.9 73.9 +73.9 -73.9 +73.9 1 73.9 +7t1 -71.1 74" A,C,E,I +51.3 -51.3 +49.4 - 49.4 +45.0 45.0 +45.0 45.0 +45.0 -45.0 +45.0 - 45.0 +45.0 46.0 +45.0 -45.0 +45.0 -45.0 B,D,F,H,J +75.0 . -91.3 +75.0 -87.8 +75.0 . -80.1 +75.0 -80.0 +75.0 -80.0 +75.0 -80.0 +75.0 -80.0 +75.0 -80.0 +75.0 -60.0 G +76.0 79.9 +75.0 -76.8 +70.1. -70.1 +70.0 70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 3LA88 TYPES: A. 3/16° ANNEALED F. 13/16' I.G., 1/8'7, 9116" AIR SPACE, 118"7 TEST REPORTS: FTL-4857 B. 3/16" TEMPERED 0.13116" LG., 3/16"A, 7/18" AIR SPACE, 3/16"A FTL5005 C..1/4" ANNEALED H. 13/16" LG., 3/16"7, 7/16" AIR SPACE, 3/16"T D 1/4 "TEMPERED i. 13116" I.G., 3/16°A, 1/2" AIR SPACE 1 /8"A r g�(��, Robert L. Clark, P.E. PE#36714 Eibudural E. 13/16" LG., 1/8"A, 9/16" AIR SPACE, 1 /8"A J. 13/16° I.G., 3/16'T, 1/2" AIR SPACE, 1/8"7 prrBp u"" N,YS. . 1070X' CHNOLOOYw 7p1 Ry�ma s.br DESIGN PRESSURES, OX AND XOWINDOWS ALUM, HORIZONTAL ROLLERWI11 OW, NON - IMPACT Fx u�arraoETi4 ENbrsFSrASTe/etsOUasAOV FRAME F.K FJC 2/1280 .[!. AIRSPACE ETOMASS TYPES E -A =DO YLr/bh Beuar srr.e: r....._, �G 4 0 12 mrq,e 4127.20 .. 8 119" MAX. WIDTH I.F. FRAME 120" MAX WIDTH FLANGE FRAME DETAIL - XOX (1/4-112-114) 33 9H6' MAX: 33 gri 0" MAX DLO FIXED c DLO VENT 57 W8' MAX DLO ALL FDCED LITES 58" MAX DLO ALL VENTS O2 MAX I.F. FRAME ALL CONFIG. 83 ".t FLANGE. FRAME ALL CONFIG. I 1 73" MAX. WIDTH I.F. FRAME 74° MAX. WIDTH FLANGE FRAME DETAIL A- OXORXO DETAIL C - XOX (113- 113 -113) NOTE: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL VIEW D-D (FRAME CORNER CONSTRUCTION) D to nt S 1 nEPIEVAIt t,., =• r4 r VAtrids Mate 001 Frodart CentAti.. 1 how taw ?12r41B s &maw A to tbtd* J.J i �p�rt riw 1..t. 7,3- A.rt. z.we . av, e&-/,it OETAI, No maws ssi r tat lEC NOLOOYORIVE NOKp89. FL34278 P.O.BQX15211 NOI03103, FL34T14 PIG" Visibly Beater ELEVATIONS TAY ALUM. HORIZONTAL ROLLER WINDOW, NO -NPACT Salmbleeler ( nitro 1.NTSj5 . 12 4127-20 I 8 PRODUCT REVISED as complying with Oro noaidl U disg Cods pxepimmNoQ unnOm 0 EXTERIOR EXTERIOR MAX FDCED DLO MAX WIDTH (FLANGE FRAME) @.)). SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) — MAX. VENT DLO MAX: HEIGHT FLANGE FRAME A I- INTERIOR MM. VENT DLO JIM 4, Vs" ar,...Ortro. r L I-.- MAX. FIXED DI:0 ---1 MAX. VENT DLO --.- A MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION,- OX SHOWN WITH INTEGRAL FIFRAME) Arad* ftwelay: 0.1( F.K Comet. SECTION c-c A SILL (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME)A (VERTICAL SECTION, I.F. FRAME)A INTERIOR IIRDOCTite‹.:Wri/ .cginplying wisti tb 911silt Rufgh:n Cade 11orplastte Pk I Faith-Atka %leap • Wos PZIA, HEAD 2127X18 MD *WRAC RN RIAUE, riEms4t 42 AND 49 N83 VIM OtANGE sHErr 112106 4 WO TECNNOLOGY ORNE NOKCIII8, FL 3C/75 P4 WISE NCKWAS,F1.54774 BGT Visibb Better tisida SECTIONS, FLANGE & IN7EGRAL FIN ALURL HORIZONTAL ROLLER 4900W. NON-IMPACT mow Hare Cert.* lf 6 12 j 4127-20 &RS 8 pROLII.ICT V1SED 6: Mau& 11.11.fi' Woo Div Rden t. auk P.E PE 1139712 audio& rrEm DWC.B+ RFV D8'SCRLP'T5ON MAIL PCT# L 4102 A FLANGEFRAMEHEAD 6063 -T6 A L. 612237 2 4025 87 SASHSTOP (STD) (ANTI LIFT CLIP) 6063 -T5 Al 612244 3 13/16" IG(3/16" ANNEALED. 1/2" AIRSPACE, 1/8" ANNEALED) #8X3/4P}L PAN HEAD 89 7834AA 4 4053 90 SASH STOP COVER (SASH S1 OP 6063 -T5 AL SCREEN FRAME(HOR. & VIIL) 6 4136 91 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 92 SILL ADAPTOR 6063 -T6 AL 64117 R 4131 93 ROLL TRACK 6063 -T6AL 64131 10 71298 64 WEEP HOLECOVER POLYPROP. 71298 12 1626 95 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 . 4002 A : FLANCE FRAME JAMB 6063 -16 AL 612225 14 .4134 GASKET FORMAN FRAME SILLJOINT 74134W/K 15: .1155 #8X1.000 QUAD PN.SIMS 781PfA. 16 4110 0 SCREEN ADAPTOR 606345 AL 64110G 17 4054 13 FIXED MEETING RAIL 6063HD -T6 AL 64054A 19 4066 WSTP.,.187 X 230, FIN SEAL 640660 21 4105 SASH TOP AND BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250X.270BACK, FIN SEAL 6 683 23 225-1, ROLIERHOUS1NG&GUIDE 42112141) 24 226 BRASS ROLLER WHEELS BRASS 7BRW 1412 20 4128 HORIZONTAL mint SASH TOP GUIDE POLYPROP. 44128N 32 :4006 D SASH MEETING RAIL 6063HS -T6 AL 64006 33 - 1233 WSTP.,170X=HACK,FINSEAL 675160 35 11196 SWEEP LATCH 01E -CAST 71096 36 1016 #8 X .625 PH. FL SMS 7858 37 4126 SASH SIDERAIL 5063 -T5 A L 64126 39 7070 BULB WEATHEISTRIP.187 X .275 67070K 40 LET RAIL COVER CAP 74078"C" L OR R 41 4139 LF.FRAMEILEAD 6063 -T6AL 64139 42 4140 I.F. FRAME SRL 6063 -T6 AL 64140 43 4141 L.F. FRAMEJAMB 6063 -T6 AL 64141 50 C3. AZINGSIUIOONE, DOW .899,995OREQUIVALENT 51 1224 VINYL CLAZ1NO BEAD BULB (THIC ) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB {THIN) 611'248K 57 4014 ' 13 GLAZINGBFAD- 3/16" & 1/4" 64014 58 4046 A (IA21NGBEAD- 3/16" & 1/4" W /GRIILKI 6063 -T5 AL 644842 59 4067 GLAZING BEAD - 13/16"- 6063 -T5 AL 64067 80 CLASS 3/16" ANNEALED 81 . 3/16" TEMPERED 82 1/4" ANNEALED 83 " 1/4" T111'ERYY)' 1TFM DWO1 REN1 DESCRIPTION L MAT PC:DI 84 fi.ASS, 13/16" IG(1 /8" ANNEALED, 9/16" AIR SPACE 1/8" ANNEALEDL 85 " 13/16" 10(1/8" TEMPERED 9/16" AIR SPACE, 1/8" T8 8PFRID) 86 13/16" IG(3/16" ANNEALED, 7/16" AIRSPACE; 3/16" ANNEALED) 87 " 13/16" 10(3/16" TEMPERED, 7/16" AIRSPACE, 3/16" TEMPERED 88 13/16" IG(3/16" ANNEALED. 1/2" AIRSPACE, 1/8" ANNEALED) 89 13/16" IG(3/16" T FYi1PF ED,1/2" AIRSPACE, 1/8" TEMPERED) 90 1014 SCREEN FRAME(HOR. & VIIL) 3105 -H14 AL 61014 91 1630 SCREEN CORNFRKEY W/R1NCS POLYPRC P. 71630 92 1631 SCREEN CORNERKEY W /OUT RINGS POLYPROP. 71611 93 1073 SCREEN SPRING ST ST 7CASP 64 1624 SCREEN SPLINE -.135 DIA. FOAM a1 PVC 61624K 95 1635 SCREEN SPLINE -.135 DIA. HARD 171 PVC 61635K 96 SCRFFv.N _ CLOTH 61816 1.988 -•- OI.F. FRAME JAMB A #4141,6063 -T6 1070 TECHNOLOGYOR6VE NOI001111411.8gTh P.O,e9X16A NONC1e9, R.34274 Awegan PARTS LIST Via. ---- ALUM. HORIZONTAL ROLLER WINDOW, NON-IMPACT 1 2WM Xrtter o.�aw. rei610 NT'', 7 " 1P 4127 -20 8 - 2.710 •- ---•• 262 .062 1' L I.F. FRAME #4139,6063 -THEAD 6 %WM3 Cade ^i 4cn1". —. a leTo, } i r? F.ip:rott,,a • t.1,"„ r`7 .. PRODUCT REVISED as complying adds the Pladda Building Cato ArcoptenceNo07 ,loon Da, 3.152 2 710 () I.F. FRAME SILL 84140,6063 -T6 Rod L. dart P.E PE # 10712 Saundra 1.13 �-.� ,002 1 73 .- + 1.i22 . .r —fl 1- 2.710 1 \._ ' FLANGE FRAME SILL J 44136.6053•T6 V FLANGE FRAME HEAD J #4102A,608346 .490 1-41.45'F -4 Z SASH STOP #4025,8083 -T5 4 437 1 ® ROLLER TRACK #4131, 6083 -T6 .082 79 .a f 1.340•"- 0 SASH TOP & BOTTOM RAIL 04105: 8063 -T5 483 II .606 IT- 57 GLAZING 3/16" OR 1/4" #40148,8063 -T5 1.057 r tow ley. RIC I F.K: FX 44/07 8 N0.CHANGE MS SNIITET ✓125118 SOWS 4/F no 1*.dsdbc JJ. NOCINNGE1Fp85t EET4 1.187 1.081 32 SASH MTG. RAIL 04006D, 60113H8-113 — �j1.0571-44- — '17: .666 FRAME SILL ADAPTER 'i3 \ FLANGE FRAME JAMB 04137,8083 -TO �,.J #4002A, 8063-TO SASH STOP COVER 04053,6063 -T5 119 12Z9r►i 37 SASH SIDE RAIL 04128, 6083 -T5 � 4 I 1.097 GLAZING BEAD 3/18' OR 1/4" 59 GLAZING BEAD, 13/16" 04046A, 6083-T5 04087, 0083 -T5 (USED W/ GRILL KIT) 1.403 -� 17 FIXED MEETING RAIL 04054B,6063HD -T8 EXTRUSIONS ,Er AMY .Half 4127 -20 VJDUCT RENEWED o complying with tie Florid: Raiding Code ExpL tioa t3te -144 PsplraUoa Date -144 ifa Sw `'.11 ) Mord ! restart Corr41 ; PRODUCT REVISED as complying wad Un Florida. Building Cede Act ptam:0 NoO E.•aalan Dater f "'./J isip• 01 . 1 .. Dia ANCHOR QUANTITIES, XOX (114 - 112 -114) FLANGE FRAME WINDOWS TABLE 4 NOTES: . 1. ANCHOR TYPES: 1 -114• ELCO TAPCONS 2 - 1/4• ELCO SS4 CRETE -FLEX 3 - 412 STEEL SCREWS (05) 2. GLASS TYPES: ANCHOR TYPE &SUBSTRATE GLASS TYPES A,C,E,I GLASS TYPES B,D,F,G,H,J 2,3, W000 2, CONC 1, CONC 2.3. WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SUE W y 14 HEAT) & BILL' g HEAD & SIU. - HEAD & SILL 4 HEAD & SILL - g HEAD & SILL -: g HEAD & SILL <-a _ s B. 3116• TEMPERED GLASS -a C.1/4' ANNEALED GLASS 53.1254 38.376 4 8.000 50.825 54:000 60.000 83.000, 1+02 +1 +02+1 2 1+.03 +1 +03+1 2 1 +03 +1 +03+1 2 1+03+2+03+1 2 1 +C3+2 +03+1 2 1 +03+2+03+1 2 0. 114 TEMPERED GLASS 1 +02+1 +C2 +1 ® 1+02+1 +02+1 3 1+02+1+02 +1 3 1 +03+2+03+1 3 1+C3+2+C3+1 3 1+04+2 +04+1 © E 13116.1.G.,1B•' ANNEALED, 9/16• AIR SPADE.17&'ANNEALED F. 13118' I.G.,1/P TEMPERED, 8/16• AIR SPACE, 1/V TEMPERED G. 13118' I.G., 3118• ANNEALED ; .7/18• AIR SPACE 3/18• ANNEALED H.13N8'LG.,3116• TEMPERED; 7H6'AIRSPACE;3N6•TEMPERED 1.13/18' LG., 3/18' ANNEACED,12'AIR SPACE,1/8• ANNEALED J. 13/18' 1.0.. 3118' TEMPERED. 1/2' AIR SPACE, 1/8' TEMPERED 3 WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10.12' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. ® 26 we MAX. FROM CORNERS. JAMBS: 9' MAX FROM CORNERS AND 2212' MAX O.C. TABLE KEY: X 0 1+02+1+ 02+1®1++(:2 +1+C2 +1 ©1+02 +1 +0.2+1 3 1+C3+2+C3+1 3 1+03+1+03+1 3 ', 1 +CA +2+04+1 U 1 ±02+1 +02+1 3.14°2+1+02+1 3 1+C2+1 +02+1 3 14C3+2+C3+1 3 1 +03+1 +03+1 311 +04 +2.C4+1 3 1+02 +1+02 +1 ®1 +02+1+02 +1 3 1+12 +1+02+1 3 1+03+1 +03+1 3 1 +03+1+03+1 3 :1+04 +2+04 +1 3 1+02 +1 +C2 +1 3 1.C2'+1+021 3 1+02.1+02+1 3 1+03 +1+03+1 3 1 +C3 +1 +03+1 3 1 +C4 +1 +04 +1 3 80.000x 38.375 48.000 50.825 54.000 60.000 88.000 1+02 +1 +02+1 2 +C2 1+C2+1 2 1 +03+1 +03+1 2 1 +03+2+03+1 2 1+02 +2+02+1 2 1 +03 +2+03 +1 2 1.C2.1+C2 +1 ®1 +02+1 +a.1 3 1 +022 +1 +f +1 ®1+03+2103+1 3 1+C3+2+C3+1 3 1 +G4 +2+01+1® 1+01 +1 +02 +1 -3 1 +(2+1 +C2 +1 1 +C +1 +C2+1 3 1 +C3+2 +C3 +1 3 1 +03+2+03+1 3 1 +C4 +2+C4 +1 3 1+01+1+02 +1 3 1+C2 +1+C2 +1 1+02 +1 +(2 +1 3 1+C3 +2+C3+1 3 1 +03+2+03 +1 3 1 +04 +2+04 +1 3 1+02 +1 +02 +1 3 '1 +02+1 +132 +1 31 +02 +1+02 +1 ® 1+03+2 +03+1 3 1 +C3+1+C3+1 3 1 +04 +2 +04 +1 1 +02+1+02 +1 1 +02 +1 +02.1 3 1 +02 +1 +02+1 3 1 +03+2+03+1 3 1 +03+1 +03+1 3 1 +04 +2 +0,4 +1 3 74.0004 38.375 48.000 50.625 54.000 60.000 63 000 1 +(2 +1 +02+1 1 +(2 +1 +02+1 2 1 +03+2+03+1 2 1 +0+3+03+1 2 1 +(2+2+2+1 2 1 +C3+3+C3+1 2 X J1 +C3+-0403 +1 13 -•- ANCHOR QUANTITY PER JAMB n compiyIng with fie FNttac .a, .•f ;,,4e •k . - •. r'!r 11 +,x . _ �'�.' es � fi " Ya 1 +02.1 +02+1 1+02 +1+02 +1 3 1 +02 +2+02 +1 ® 1+C3 3+C3+1 3 1 +03+2+03+1 3 ® �' HEAD AND SILL ANCHOR QUANTITY. 1+ 2 +1 +C2 +1 1 +02+1 +02 +1 3 1 +02+2+02+1 ®1 +03+3+03+1 3 1 +03+2 +03+1 3 1+G0 +3+04 +10 1 +(2.1+(2 +101+02 1 +(2+1+02+1 +1 +02 +1 3 1 +02 +2+02 +10 3 1 +03+1+03 +1 1 +04+2+04 +1 ©1 +0 3 +2 +03+1 3 3 1+C4+2+C4+1 3 1 +03 +2+03+1 1 3 1 +G4 +3+04 +1 3 1 +05+2+08+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION (12) ANCHORS TOTAL AT HEAD AND SIU (3' MIN. O.C. ANCHOR SPACING) _ �1 3 1+02 +1 +02 +1 1 +02.1 +02+1 3 1+02 +1+02+1 3 1 +C3 +1+03 +1'3 1+03+2 +03+1 3 1 +03+2+03 +1 3 1 +04+2+04+163 84.000x 38.375 48.000 50.025 54.000 60.000 63.000 1 +C2+2 +02+1 2 1+02 +1 +(2 +1 2 1 +0+2+0+112 1 +02+4+02+1 3 1+03+3+03+1 1 2 1+(2 +3+C2 +11 2 3 1 +03 +2+03+1! 3 1 +03 +5+03+1; 2 1 +04+4 +04 +1 3 Ad (, , a ,, Kl,,,l ..,. p; , . -..._., 1 +02.2 +C2 +1 3 1 +C2 +1.02+1 3 1 +(2+2+02+1 1+C2+2+02+1 3 1+02 +1 +02 +1 3 1 +02+2+02+1 0 1+03+3+C3+10 1 +03+2+03+13 1 +04 +4 +04 +1 3 1 +02.2+02 +1 1 +02+1 +02+1 3 1+02+1 +02 +1 3 1 +C3 +2+03 +1A 3 1 +C2+1.02 +1 ©1 +C3+2 +03+1 1+04 +3+04+101 +03+2+03+11 3 1 +04.3+04 +1 3 25 3:4- max. - t,,._3- MIN. I PRODUCTR1:VISED corryi: ,g with the F1 4, n`o'r:- ,o + :1 oe " "' -.71:::4:1* :1/ Ay a''/ _ �!' D+v' �. 1+C4+2+C4 +1 03 1+C3+2+C3+1 3 1 +C5.3+05+1 3 4- - .+ $P + x 1 L" 1 i- :.....-.p • - - - - -t t fi e........ t ......... 1 +02+1+2+1 3 1+02 +1+02 +1 3 1 +03+2+C3+1� .13 1 +04+2 +04 +1 0 1 +C3+2 +C3+111f{i3 1 +05+3+05+1 3 o -ii ��' 108:3754 38.375 48000 50.825 54.000 60.000 63.000 1 +C2+2+C2.1 0 1+02 +2+02 +1 ® 1 +02 +2 +02 +1 ®1+02 +3+02 +1 3 1+02+3402 +1r2 1 +02 +4+(2+1 © • 1+02+2+02 +1 3 1+02 +2+C2 +1 3' 1 +02+3+02 +1© 1+04+4+004+1 3 1+03+3+03+11 3 1 +04+4 +04+1© MTG. RAIL P.- AN MT.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +02.2+02+1 ®1+02+2+02 +1 3 1 +02 +3+02+1 ©1+04+4 +04+1 3 1 +03+3+03+113 1 +04+4+04+10 1 +01+2+2+101 +02+2+02 +1 3 1 +02+3+03+1 ©1 +04+4+04+1 4 1 +04 +3 +04 +1; 3 1+04+4+04+10 (SHOWN IN. TABLE KEY ABOVE) 25 3/4' MAX ( 1•_3" M ri 1+02+2+02+1 3 1+02+2+02+1 3 1 +03+2+03+1 0 1 +04 +3+04+1 4 1 +04 +3+04 +1 3 1+05+4 +05+1 1+(x+2+02+1®1+02.2+02+1 3 1403+2+03+1© 1 +04+3+04 +1 4 1 +04+3+04 +1, 3 1 +05+4+05+1 3 120.1100x38.378 48.000 60.625 54.000 63.000 1 +02+2+02 +1 1+02 +2.02 +1 1.02+2+02+1 1 +t 2.3+02 +1 1+02 +3+02 +1; 2 24.02+2+02+2.2 1+02 +2+102.1 3 1 +02+2402+101 +(2 +3+ 2 +10 1+0+4 +03+1 ®1 +02+3+02+1 3 2+C4+4+C4+2 Q 9., REF, X 'r "r i- 1 i f i i""'..'I j ✓ J .PI :0,18712 PE Saueav+r 1+(2 +2+02 +1 3 1 +02 +2+02 +1 3 1.02 +3+02 +10 1+04+4+04 +1 3 1 +03+3+03+1 3 2 +04 +5+04+20 O . ✓.__.. - TYP 1 +02+2+02+1 31 +02 +2+(2 +1 3 1+02.3+2+101+04+4 +04 +1la 1 +0343+03+1 3 •_�c .-. ® EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1+02+2+02 +1 3 1+02 +2+(2+1 3 1+C3+3+03+1 3 1 +04+4+04 +1 4 1 +04 +3+04 +1 3 2+05+5+05+2 4 ,,,E,,101. WIXO118.FL3g75 MUM NOKOMIS. FL MN ANCHORAGESPAC/NG, XOX (1 /4-1/2 -1/4) - ALUM. NORiZONTALROLLERWINDOW,NON4MPACT F.K REVI HFADaSWLL ANCHOR CLUSTER FO�IMT ism* C ADD AIRSPACE WASS TYPES ETHRU.L . F.K arm 227/08 r _ :9/11/09. - . IoLsibb Better liralybat HMO io . NTS -I 9 + 12 Dm/oft - 4127-20 I B ANCHOR QUANTITIES, XOX (113 -1/3 -113) FLANGE FRAME WINDOWS TABLES NOTES: 1. ANCHOR TYPES: 1- 9/4" ELCO TAPCONS 2 -1/4" ELCO 854 CRETE -FLEX 3- 412 STEEL SCREWS (G5) ANCHOR TYPE & S1�STRATE GLASS TYPES A.C.E,I GLASS TYPES B,D.F,G.H.J 23, WOOD 2. CONC I, CCU _ 2,3; WOOD 2, CONC 1. CONC ZONES ZONES ZEtNES ZONES ZONES .'ONES WINDOW SIZE BEAD & SILL READ & S&L HEAD & SILL g HEAD 8 S3.L In co g HEAD & SILL g -, . HEAD & SILL 2: GLASS TYPES: 2 A. 3/18° ANNEALED GLASS -, B. 3/16" TEMPERED GLASS 48.000x 38.375 46,000 80,825 54 000 /1 "IM 83.000 1+C2+1 +322 +1 2 1+02 +1+02+.1 2 t +322 +1402 +t q + ®1 +322 +1+02 +10= 1+C3+t +03+1© C. 1/4' ANNEALED GLASS 0.1/4" TEMPERED GLASS Cc F. 13/16" LG.. 1/8' TEMPERED, 0(15 AIR SPACE, 1/8" ANNEALED F. 13/16" LG:. Y/6' TEMPERED, 9116° AIR SPACE. 1/8' 7EAAPERED EM TEMPERED 3 G- .1306" LG.. 3/16' ANNEALED, 7116" AIR SPACE, 3x16- ANNEALED 1.322 +1+.02+1 3 1 +02+1 +02+1 1.02 +1+02 +1 El� 1+03414C3+1© 9403+1+03+1 Li 1*02 +1402 +1® 1+02 +1402 +1 1+02 +1+02 +1 El 1+C3+1+C3 +1 U 4403.1 +03+1 ® 1+08 +1 +04 +1 1+0241 +02+1 ®1 +C2 +1+,02+1 1 C2 +1+C2t1® 1 +03+1+03+1 a 1 +0341 +03 +1 3 1 +0441 +3241 1+02.1.0241 i +322+ 1+C2+1©1+(".2+12t ®1 +322 +1+02 +1 Q1=0 0�O 1+ 14 +C3 +1 1+C3 +1+0341 Q 1403+1.03+1 3 4 1+(;3+1403+1 3 1 +04 +1+04 +1 3 H. 13/16" LG., 3/IC' TEMPERED, 7116" AIR SPACE, 3!l8° TEMPERED 1 +04 +1404+! �c i- 13t'.N' I.G., 3'10' ANNEALED, t 2 492 SPACE, Y/8 ANNEALED J. 131& f,G:: 3116" TEMPERED, 1!2° AIR SPACE. 1t$" TEMPERED fli 3. WINDOW ANCHOR OLIANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS: FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE, 53,Y28x 38,37& 48,100 50.825 54.000 80.000 03.000 &i®I® 1 +0241 +0141® 1•02.1+C2.1 = 1.02+!.02 +10 a 1402+1 +02 +1 1.C2+1.02 +1 1 +02+1+02+1 1+02.1+02 +1 ©1 +02+1+02.1 1+02 +1402 +1 ®��{ Q 1 +322 +1 +C2a1 1.322 +1 +02+1 ® q�a t +rd +1 +CA +1 1+04+ 1.04,1 ai t +0311 +323 +1 al 1+C341 +03 +8 � Q 1 +323 +1.03 +1 3 1 +32'3 +Y +0.3+1 3 1+03.1 +03.1 3 D 1.04 +1 +0441i3 HEAD & SELL. 10 tit' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 1402 +1 +02 +1 1+C2 +1402 +i 3 1 +02 +1 +0241 3 1+0241+02 +1 QMliif lU 3 1 +C3+1 +02 +1 1403+1403+ 1 +03 +1 +03+1 Q 1 +C3+1+03+1 3 1 +03+1 +03+1 3 1 +04.1 +32441 3 ,& 25 3/4° MAX.. FROM CORNERS 4.14+t 1.32 04 3 JAMBS: 9" MAX. FROM CORNERS AND 22 112° MAX. O.C. 80.000x 36.376 46.000 50.825 54.000 wow 83.000 1 *C2 +1 +02.1 2 1 +02+1,322 +1 2 1+C2 +1+02 +1 I+C3 +1 +t1 +4 1 +322 +1.322 +1 2 +0�3+1.03}+�1 3 1+C2•1 +C2 +1 3 1+02+1+02.1 3 1+C2 +1402.1® 1.0.3+1 +03.1 1 +323 +1+03+1®11Y�f�ilMt�i �1 TAi3L.E KEY: 10 X O A 1 +322 +1+02 +1 3 1+02+14;2+1 3 1+322 +1+02 +1 L]1+C3 +1 +C3 +i Q 1403 +1+03 -1 ©+111_1_ 1 +322 +1+0241 3 1 +C2 +1 +02+1 3 1.C2 +1+C2 +1 3 I.-U.1+4:241 ® 1.322.1.02 +1 O 1 +C3 +1 «323+1 3. 1+C3+1+03+1 Q 1 +323 +1+03.41, 3 4 1 +0341 +C3 +e© 1 +0441.•024 +1© 1 +324+1 +324+1 �• 11 +323 +1+03 +7i 3 H.-ANCHOR OUANTITY PER JAMS 1 !C7"RR`SE9Y► rosy nA,xitS Ow 4i¢h� .t l.a- s to . "n 1.1.• OI t th a r .1 132 t s=f_ 1` - . .. �,,., L.,.; ";e4aa+ ,. - 1 1.02+1+31.1 © 4 AND SILL ANC�tiQRCUANTfilE3 3 1+C2.1+02+1'3 I+G2 +1+Ci +1 3 1402 +1.32^• +1 1403+1+03 +1 4 1 +0341.0141 3 1404 +1 +324 +1 88.3100x 38.375. 4$.000 54.825 5x.000 80.000 . 83.000 1 +C2+1 +02+1' 2 8.322 +1+ + . 322 1 2 1+02,1+02+4 8 t +C3�1+C3 +t 3 t +322 +t +C2+t 2 4 3+2, 2+03+.+.' ACL 3 OCLACH M E IN ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 1407 +1 ±02+1 3 1402 +.1+02 +1 t +322 +1 -02tt® 1 +4»1403 +1 4 1•1+04.1+O44-1 323 +1 +1.341 ANCHOR AT EACH OPERABLE VENT 1+322 +1+02411 3 1 +C2+1 +02.181 +322 +1 +02.1, 3 1- 0341»03 +1014-03- 1 +C3.1 1 +324+1.04.1 - PLUS (II ANCHORS AT F1XE0 SECTION 1.1x+1+322 +1 3 1+322 +1+322 +1 3 1.322 +1+322 +1 3 140241:323.1 4 1 +03.1 +3341 3 1+0441+04 +1 Q /9y ANCHORS TOTAL AT HEAD AND SILL 1+322+1 +322 +1 3 1 +322 +14322 +1 3 1+02+1+02.1 3 1+03+1402+1 1 +'03+14323+1'3 1 +CA+14C4+t i3' MIN . O.C. ANCHOR SPACING) 1402+1+02 +1 3 140241 +322 +1.3 1.02 +1+32 +1 R +03.1 +0341 .I +323 +1+03+1 3 1.324 +1104 +1 74.000x 35.375 45400 50.825 84.000 80.000 31'1400 1+C2 +1+02 +1.2 1 +02x1+02.1 3 1+02 +1+02 +1 8 1 +02 +1+02+1 8 1.02 +1+0241 2'2+02 +2 +323 +2 .......1-.25 314' MAX I -.-( }.-3^ MIN. 1.32 +1±02 +10p1+024,1402 -.1 +0241402+1[11.02 +t +0244l U 1+02 +1+02+1 3 + e ® 1 +323 +1403.1® 2 +03+2+03+2 ® j f1'.',C71+� + l.1+ U+Ci.rittt: � Yi111LHI }iNltls 8411+ 1. k an nw Ne 4 x- , • • ew+Datc >Tdi'+.0.4. ! eca di, s 4.0%., , + •- ai.'2 +1+02 +1lU+ U1 +323 +1 +03+132+{;442 +01+2Q 1 4+02 +1+02.1 al 1+02 +1+02 +1 s la 1 +323+1+C3+1< 3 1 +04..44+1 9' REF, 0 x , O x i 1(322 +1 +322 +1 ®1402 +1 +322 -13 1+1;211 +02 +13 . . �,f•C3*1*03.1 3 1+00 +1+0 +1Q �'` -.-, `132_ - . -...); 1� S 1 8.0x41+322.1 3 1+02 +1402 +1 1+10,2+1 +02+1 1+C3+1a 03+1 4 +1+ t Cia %3+1 3 1+CA41+C4a1 54;000x,38.376 48:LkA 50,619 54.040 60.000 93,000 1 +32241 +322.1 2 1+322 +1402+1 2 1.02+1+C2418.1+02+14C2 +18 1+02 +1+02+1 c2 2 +0742 +C2t28 MTG. RAIL TYP.- EXAMPLE: CLUSTER W/ QTY. OF (3) ANCHORS q O 1+02 +1402.1 14C241+C241 � 1 +03+1+03+41 a 1+322 +1 +322 +1® 2403 +2.03. +2 1 +02+1 +02 +1® I+C2 +1 +322 +1 9 1+ 322 +Y+tx +1 3 1103+1+03 ?i p © 2 +c3+2+ca+a (SHOWN IN TABLE KEY ABOVE) �I - 1'+02.1+02 +1® i +322 +1+02410 1 +C. +t+C.2+1�®q 1403 +1+03.1. Q 1 +03+1+03 +1 S%i . +4 4. 1+02+1 +0.2.1 ® 1+C2a1 +P.2 +I� 1+0241 +0241 Y 1 +03+ 1403 +1 Q 1.03 +1.03 +1 iY�s® ... -0-25 3/4- MAX. 1 1/2 TYP. MIN. 1 +02+140241 0 143 2 +1+(;2 +1® 1 +33 +110.7. +1 a 1+,03+1 +C3 +1la 1403 +1+03+1 8 1+324 +1+34+1 la 90.0008 38.378 48.030 50625 54.000 80.000. 62053 1+02 +1+£2+1 la 14+02 ±1!02 +1® 1+02+1+C2+1 322 1 141x+1+12 +1 1402+140241 1+02+1+02.1 ® . 1+02+1+02 1 fl 1+02 +1+C2 +1 ® .• 4 i+c2+t.Cx 12 2322 +2402+2 3 1.02.1 +322+1 a 2+C342+C3+2 - -- Cy ,1� LCok.P.e. PE 430712 Sauarrret - i 4-I f8 8 -t>t�t J f{tt --1- -= © 8" REF. * X O 1 X } 1.C2 +1 +322 +1® 1•+02+1+02+1 Q 1+322 41+;2+10 1+323 +1+03 +1 E�©e2+ +103+ +2+03�+s2© l.-1 ® + 0W1Mi&i1*1 1 *-.; -J ' 1 +02+1+C2.1 e 14C2+1+C241 ( 1+02+1 +C2+1 3 1 +C3+1 -C3+1 14C244412+1 El i +322 +1+0241 Q 1+322 +1+0241 3 1+0341+03.1 Q 1 +C3 +140341© 2 +0:4.2 +C4 +28 MTG. RAIL, TYP.- gl 14C2+1+C2 +1 3 1402+1.02 +1 9 1 +322 +1+02 +1 3.1.0,.°+•1.323.1 4 1+0341.323+1 3 2.04 +2 +03 +2 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS .m.0, e... 74 mato.. ANCHORAGE SPACING, XOX(1/3- 1/3 -1/3) 4.1107 B ., NOKOML5, R 311715 r.acgxla NOKOMIS. FL 34114 REVISE READS SILLAMGFtOA CLUSTERFOA1&AT ALUM HORIZONTAL NON.IMPACT C,^FX ;7tis w i rio ms 22308 J.a euDaai SPACE .mf smN47YwESEnriuL 327,ctg1 Vt7rb{y 7.47x+ mum NTS t!,.. 10 . 12 owa A.: 4127 -20 ! B ANCHOR TYPE & SUBSTRATE . GLASS TYPES A,C,E,I GLASS TYPES B,D,F,G,H,J NOTES: 1. ANCHOR TYPES: 4` 1 -1/4" ELCO TAPCONS 2 -1/ ELCO 534 CRETE -FLEX 3 -812 STEEL SCREWS (GO GLASS TYPES: 2 A. 3116' ANNEALED GLASS B 3/18' TEMPERED GLASS C.1 /4' ANNEALED GLASS DAM' 'WATERED GLASS E.13/18" I.G.,1/8 ANNEALED, 8/18' AIR SPACE, VW-ANNEALED F 13/18' I.G.,1/8'. TEMPERED. 8/18' AIR SPACE; 1/8' TEMPERED G. 13/18 LG., 3118' ANNEALED, 7/1W AIR SPACE, 3/18' ANNEALED •11.13/18' LG.. 3116' TEMPERED, 7116' AIR SPACE, 3H8`TEMIPERED 1.13116' LG., 3/I' ANNEALED,1/WAIR SPACE, 1/8' ANNEALED .1 l3/18' LG., 3110` TEMPERED, l/2' AIR SPACE,1/6' TEMPERED 3. WINDOW ANCHOR OUANTITIES ARE PER ADJACENT TABLE AND EASED ON THE FOLLOWNG DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, (30 TO NEXT LARGER WINDOW N TABLE. HEAD d SILL: 181/4" MAX. FRON OM EACH SIDE OF MEETING RAIL CENTERLINE 163!4' MAX. FROM.CORNERS. JAMBS; 8 MAX. FROM CORNERS AND 221/2 MAX 0.0. TABLE KEY: 0 X Z3, WOOD 2; CONC • 1, CONC 2;3, WOOD ZONES 2, CONC ZONES 1, CONC ZONES HI WINDOW Si■E W Y ZONES ZONE ZONES G j e! yy 14 d S a : ,yj )WS -TABLE 26.500 x 38.375 48.000 60.625 54.000 60.000 83.000 1+03+1 2 1 +03+1 1 +03+1 1 +C3 +1 2 1 +03 +1 .2 1 +03+1 2 1+03 +1 .3 1 +C3+1 3 1 +03+1 f 1 +03+1 3 1 +03+1 3 1 +C3+1 3 1 +03+1 ®1 +C3+1 3 1 +C3+1 3: 1 +03+1 3 1 +C3 +1 in 1 +03+1 3 1 +03+1 3 .1. +03+1 3 1 +03+1 3 1 +C3+1 1 +03+1. 3 1 +C3+1 3 1+03+1 3 1.03+1 .3 1+C3+1 3 1 +C3 +1 1+03+1 ® 1 +C3 +1 1+03+1 3 1 +C3+1 3, 1 +03+1 in 1 +C3 +1 4 1 +03+1 3 =lin g sZ 5 W' 37.000 x 38.375 48.000 50.625 54.000 80.000 63.000 1 +03+1 3 '1 +03+1 E 1 +C3+1 ® 1 +03+1 3 1+03 +1 ® 1 +03+1 3 1 +03+1 3 1 +03 +1 ® 1+03 +1 ® 1 +C3+1 4 1+03+1 3 1+04 +1. 4 .1 +03+1 3 1 +03+1 3 1 +03+1 Li 1+03+1 1+C3+1 . in 1+04 +1 1 +03+1 ; 3 1 +03+1 1 +03+1 in 1+04 +1 1 +03+1 1+04 +1 In 1 +C3 +1 3 1 +03+1 3 1 +03+1 1+03+1 ®1 +Cq +1 1+04 +1 4 1 +03+1 1 +03+1 3 3 1+05+1 1 +05+1 4 4 1 +03+1 3 1 +03+1 W W 48.000 x 38.375 48.000 50.625 54.000 60.000 83.000 1+03+1 3 1 +03+1 in 1+03+1 i 2+C3+2 4 1 +03+1 3 2 +03+2 4 1 +03+1 3 1 +C3+1 3 1 +C3+1 3 2+04 +2 5. 1 +03+1, 3 2+04 +2 5 1 +C3+1 1 +03+1 3 1 +03+1 2+04+2 5' 1+03+1. nneza 5 1 +03+1 ® 1+03 +1 3 1 +03+1 1 +04+1 5 1 +03+1 2+05+2 ® 2+03 «2 3 +- ANCHOR QUANTITY PER JAMB I HEAD AND SILL ANCHOR QUANTITIES ilMoucr RENEWED v complying a Mr SPEW � � `y' ' + i !.� Bt s!' • M w s r `'' 1 +03+1 1 +C3+1 1 +03+1 1 +03+1 3. 1 +04 +1 1 +C4 +1 ® Q 4 1 +03+1 1+C3+1 2+03+2 f ©e 3 2 +C5+2 1 +05+1 4 1 +03+1 1 +03+1 2 )6 .AND 0) 53.125 x 38.375 48.000 50.625 54.000 80.000 83.000 1 +03+1 3 1 +03+1 1 +03+1 3 2+03+2 `_- A CLUSTER OF (3) ANCHORS PLUS (2) D CH THE T TOPER BAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 1 r. 3,4' MAX. S_ �3' MIN. 1 +03+1 3 1 +03+1 ©' 1+03+1 3 2+04 +2 5 2 +03+2 1 +03+1 } 3 1+03+1 1+03+1 ® 2+04 +2 J 5 1 +03+1 3 1 +03+1 i 3 1 +03 +1 1 +03+1 3 IMMI11131 1 +03+1 3 2 +05+2 5 1 +03+1 3 1 +03+1 3 1 +03+1 3 1 +04+1 5 1 +03+1 3 2+05+2 1 +03+1 3 1 +03+1 ' 3 1+03+1 3 1 +04 +1 6 1 +03+1 3 2+05+2 LIL W E Z. IZ 0 = V 80.000 x 38.376 48.000 50.825 54.000 60:000 83.000 1 +03+1 2 1 +03+1 2 1+03 +1 2 2 +03 +2 4 2 +03+2 3 2+03+2 1 +03+1 1 +03+1 3 ® 1 +03+1 1 +03+1 3 3 1+03 +1 1 +03+1 3 ®�U Ewan 2 +03+2 2+03+2 d 2 +C4 +2 2+05+2 Q Moo= x *Flmim Baii'u ; C E,ptro;;,oiMuAyJe ;00 ti {' , RS „i4 mi., :'4 ... vi 1+03+1 �3 2+C4+2 0° REF. i ,,, 1 +03+1 1 +03+1 al 1 +03+1: ® �0 1 +03+1 ginEn 1 +03+1 Lucoann 1 +03+1 3 Eznn 1 +03+1 NI 2+05+2 MTG. RAIL Lf EXAMPLE CLUSTER Ydl QTY. OF (3) ANCHORS 68.000 x 38:375 • 48.000 50.625 64.000 60.000 83.000 1 +03+1 ® 1 +03+1 in 1 +03+1 2 2+03+2 4 2 +03+2 © 2+03+2 3 1 +03+1 1 +C3+1 3 ® 1 +03+1 1 +03+1 3 1 +03+1 3 2 +03+2 5 2 +03+2 3 2+04 +2 I1 2+04 +2 4 4 5 3 1 +03+1 fl 2 +03+2 6 2 +C3 +2 3 (SHOWN IN TABLE KEY ABOVE) 1+03+1 3 1+03 +1 .3 1 +03+1 ®2+04 +2 5 2 +03+2 1 +03+1 3 1+C3 +1 3 1 +03+1 2+04 +2 5 . 2+03+2 3 2+05 +2 6 6 34" MAX 1'"7 1/2' TNT. 1 +03+1 3 1+03 +1 3 1+C3+1 2 +04+2 6 1 +03+1 3 2+05+2 6 Q jjj 74.000 x 38.375 48.000 60.826 54.000 80.000. 63.000 1 +C3 +1 2 1 +C3 +1' 2 1 +03+1 2+03+2 3 2+03+2 2 2 +03+2 3 1 F+-3' MIN. { l' Rte, L. CIN,:. P.E. PE 03012 Struelmul 1 +C3 +1 3 1 +03+1 in 1 +03+1 2+03+2 0.2 +C3 +2 1 3 2!03+2 --t i r s 9' REF. X 1+33+1 ® 1 +03+1'® ® 1 +03+1 1 +03 +1 ® 1 +03+1 ® ©'2+03+2 2+03+2 4 2+03+2 U 2+03+2 as 3 2+03+2 f MTG. RAIL 1 +03+1 1 +C3+1 1 +03+1 +03+1 2 2+C4+2 ®2 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1 +03+1 �3 1 +03+1 1 +C3 +1 ©1 -3 2 03+2 � + Q +05+2 ANCHORAGE SPACING, XO AND OX WINDOWS 4, AK - rs,� B YDR ,�, „ RE HEAD 48CLANCHOR CLUSTER FORMAT NTECHNOFL n.O.BNXMI ►wMO�aam. m ALUM. HORIZONTAL ROLLER WINDOW, NON- IMPACT _NW? AIR SPACE DIMENSIONS M LASS TYPES ETHRUJ. J.J. smroe w�rar a HM NTS 11 . 12 1�••`�412720 1.B A L1 1314' MIN. E.D.1YP. NOTES: MIN: 3 4 KSI I 2x WOOD BUCK AL FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO CONCRETE NOTE 3 13/8" TAPCONS EMBEDED 13/8' MIN. OR 114" SS4 CRETE -FLEX EMBEDED 1314 MIN.. MINIMUM DISTANCE FROM MIN.® ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. NOTE 1A 1x WOOD BUCK. NOTE 3 CONCRETE ANCHOR, NOTE 1 DETAIL A 1/4' MAX. SHIM WOOD ANCHOR,— NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A WOOD ANCHOR, NOTE 2 2x WOOD BUCK NOTE 3 DETAIL E 1/4' MAX. SHIM -•-�I h—k-- 1/4 "J MAX SHIM ®2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 114' SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSETOTALTHICKNESS IS LESS THAN 1 1/2'. Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 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 8083 -T5 AND A MINIMUM OF 1/8' 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 #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE rot BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 1/4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENTAEDITIONiOD4. (1.8 KSI CMU) OR PER NOTE 1 • (3.4 KSI CONCRETE) CONCRETE tl ANCHOR. —""'':; NOTE 1 J 1 3/4" EXTERIOR INTERIOR ;> �• MIN. E.D ( 8 SILL DE TYP �/�r 1x WOOD BUCK NOTE 3 -.I -- 7 '•� DETAIL F (JAMB DETAILS E, F & I) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS 1/4' MAX. SHIM .•NO 1 . 13/4" MIN A MN:3.4 KSI � E.O. TYP. CONCRETE 2x WOOD WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM DETAIL H (HEAD NAIUNG .131 DIA. MIN. x 21/2 "NAIL AT CORNERS AND Y O.C. TYPICAL DETAILS G, 14 & L SEE MIN. ® NAILING DETAIL C BUCK NOTES DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS SEE NAILING DETAIL G (SILL)® DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS PAEDU T Rf:T'EWE1t ., rsopi ieB rids the forma 4r,Wiaa Code 1ctp,,,:T ,MC f.'"pliaiMO Ttsss k1knl •„ ac 41 or, wSl.E=Florida last Coo, 2& 2EMEM ?FOIE 5TORIC * r -r-t -. . ADD NOTES oat 2J. 5122/06 1070113XINOLOov DRIVE NDIOC.B IMO ME PA. BOX OIX 16x1 NEEEDAES, FL 34234 VuJLfyAnger boasten ANCHORAGE DETAILS ?Ms ALUM. HORIZONTAL ROLLER WINDOW, NON - IMPACT HAM NTS 12 + 12 4127- -20. 11 11 RebertL Darks P.E. PE e3E•T'2 SbvrAVel BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The NGami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. B. 318' LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. C. 7116" LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . D. 7/16' LAMI NOM. (.4651 CONSISTING OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X, O X_X XO. OX. JOCO, O)0 OXO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% 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 FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCRY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR 1P1' GLASS B® A EXT. -1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .402 {-a -A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 A INT. - 3/16' HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLASS BITE EXT. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS" .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM .465 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complyinnggwith the Florida Spitting Code Nit NOM 01— 0 ex XP. 70 Muni Dad ?redoes C AUDI • CL14N-L Am0Bp Orar PA: DOe OM NI B CARORFXr OF31ASS, OVERALL 1180 ESSM0GLASBBDB w,.ceic Fx N0012.490 WE pK 70 OMENS DETAILS; AOD SASS OEO TIE, RINSE NOTE 1, MASS CESCROM 8 ADD NOME ETC 2/22107 rp 1070 TECNNO.00YiRNE NOKINES, 1134275 P.O. BOX INN NOICOION FL 31474 .PST VG1bly Beta► NOTES AND GLAZING DETAILS 1 ALUM. FRENCH DOOR & SIDE CITES, IMPACT e"e,asre eae: Be.e FD101 1x 1 s f0 d+sra 1101 few B 1 Z5/14 L Cidrk, P.E. PE#39712 Structural SEE NOTE 4OX OR XO 3712' �MAX A 109 VW MAX. — +�fSEE NOTE 3+f . ' 0 i is Er O Iti \. E / E{ , ' i E{ O y , 1 '1 E O �. i . / , \ L};t lE \ 1 ` XACT c 0 \. 1 \ / ,/ Eff X INACT1 — 1E 1 O — SEE NOTE 4 71 3/4' MAX. 24 9/18' MAX. DLO (TYP) OXO SEE NOTE 4 �38 MAX ffffff�� 143 3/4' MAX. —SEE NOTE 3 383/4' _I MAX. �'I SEE NOTE 4 G G �."---SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -113/W DLO WIDTH 7C = DOOR WIDTH -1215118' DLO WIDTH 5OC = DOOR WIDTH2 -11 5115' SIDE UTE DLO HEIGHT = HEIGHT - 113/8 DLO WIDTH = WIDTH -31/8' NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE UTES OVERLAP IC AND IOC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 7(0', 'OX'. 'OXO' 70(0', 'O)0' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABIIJTY SHEET 2). 5. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (70C DOOR = DOOR WIDTH2 -0079) Abalbp mr Rnroe ag FA AwtlBF FA DOA YM607 DMA flistritch 8 A CORRECT 147TRCALOLO AND FORMULAS ADDO..OFORMLIASFOR COaQA138373 AGO DOOR DLO D L IDENTIFY 0EADINAT A VSPECIFYxAC7.AND NNOf. away; FJC arc t .Jmhaex &21,V7 I 10701Ed010LOGYORJYB PIXOYI151, R.34275 P.CL agar 1628 NOK01639, FL 34274 PST ELEVATIONS ^pin Sri > <.t.,,:utiittit with the ►7a:i;. ltu4JPR C•x.e Laten OLT 15t,,..7121 NOM, ,ti Oaa ? er^ L�1rc� y� �S N.Ic ALUM. FRENCH DOOR & SIDE LITES, IMPACT ttt..uae FD101 INTSI 3 d10 °�°°° 11005-1 I B 95 (TY i E{ O y �. i . / , \ L};t lE \ 1 ` XACT c 0 \. 1 \ / ,/ Eff X INACT1 — 1E 1 O — X11► SEE NOTE 4 G G �."---SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -113/W DLO WIDTH 7C = DOOR WIDTH -1215118' DLO WIDTH 5OC = DOOR WIDTH2 -11 5115' SIDE UTE DLO HEIGHT = HEIGHT - 113/8 DLO WIDTH = WIDTH -31/8' NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE UTES OVERLAP IC AND IOC DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 7(0', 'OX'. 'OXO' 70(0', 'O)0' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABIIJTY SHEET 2). 5. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.848) (70C DOOR = DOOR WIDTH2 -0079) Abalbp mr Rnroe ag FA AwtlBF FA DOA YM607 DMA flistritch 8 A CORRECT 147TRCALOLO AND FORMULAS ADDO..OFORMLIASFOR COaQA138373 AGO DOOR DLO D L IDENTIFY 0EADINAT A VSPECIFYxAC7.AND NNOf. away; FJC arc t .Jmhaex &21,V7 I 10701Ed010LOGYORJYB PIXOYI151, R.34275 P.CL agar 1628 NOK01639, FL 34274 PST ELEVATIONS ^pin Sri > <.t.,,:utiittit with the ►7a:i;. ltu4JPR C•x.e Laten OLT 15t,,..7121 NOM, ,ti Oaa ? er^ L�1rc� y� �S N.Ic ALUM. FRENCH DOOR & SIDE LITES, IMPACT ttt..uae FD101 INTSI 3 d10 °�°°° 11005-1 I B MAX x WIDTH MAX DLO 1+-MAX SL WIDTH SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) I MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPUCABIUTY MAX SL WIDTH --+I INTERIOR EXTERIOR MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as corop'7tng with Oa Florida 9mdjy NOM Miami aids Product trolatar a.aa/x FR WVMV7 NCCINNSEfl8M8NEE7.. awes- FX avow FX &1407 bar 7/17107 Awls cn� i ee J1 ADOWOORfoeIDEU7STOSECTIONE$ dada IRE•ToSELLFF 1070TECHN0{OOYCW E NOIa7109, FL 34275 11.0.130Cf872 t40102M18,F1.34214 PrT Vi i* Bemes VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT rrn,se aide - as! FDfOl 1/2x 5 r 10 110054 4I/ 1 %r Robert L PE PE #39712 Madura' �1.750� 4.626 4.000 1 .082 ■ DOOR PANEL 3Q TOP & BOTTOM RAIL 6083 -T5 r-t750-1 4.728 4.100 1.272 L_ OFRAME HEAD 8063 -T6 1.479 1 1.489 3.000 2) OUTSWING THRESHOLD 6063-T8 aeie AWSar ■ DOOR PANEL SIDE RAIL 606345 1.7501 x1.7501 �-T 4.100 .062 4.875 4.675 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 Rjj I -.558 F J I .750 rl x.050 t TRUSS CLAMP 6063-T5 3/8' GLAZING BEAD 6083 -T5 {y-- 3.100 -•{ 5.459 6.085 60 SL HEADER 6063-T8 .075 7 1.479 L .750 T .075 45 S Lr 4.726 4.100 1 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 72 7/18' GLAZING BEAD 8083 -T5 4.586 5212 3.100 --• 61 SL SILL 6063 -T6 1.480+{ --r .oso --If -- 1.620 .250 --■1 WEATHER R 37 STRIP CHANNEL 3.000 --� 6063-T5 +.050 20 DOOR FRAME, JAMB 606376 -4- 1.67871 .050 3.000 62 J.= LJAMB 6083 -T6 2.960 .050 SL JAMB 66 ADAPTER 606346 2.125 32 HINGE 808375 0.375 .125 Approved as complying with the FIorWa Code Dale 04-7 12 q = q7 RMU1hv�moi OM/ Prods Coettd B11M/ . a4rwrle. AwrBp F.K aarr+mc a NOOfA NOEfl84&iEEY. Row Op FX Oars,* FJC Ain •xwr Owe aaase A CApoloODA A:ODOOr i ?OM a MASS RED M A o mom, 3 n44,45.102 6 7 1070 TEPJBdOLOOYDRIVE N000I63, FL 34275 P.O. BOX UN FL sem EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT ..rar• F0101 are ars 12x 7 + 10 11005-1 I B r.l I; Vii rl.L Clark P.E. PE 036112 Structural TABLE 3. X DOORS GLASS TYPES TYPE 8 SUBSRTRATE 2,3. W°°0 A.B.C,D 1.$ CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A. B. C, D ANCHOR TYPE 8 SUBSTRATE 2.3. WOOD 1,2, CONC TABLE 5.0 SIDE LITE GLASS TYPES ANCHOR TYPE 8 SUBSTRATE A, B, C, D 2,3, WOOD 1,2, 00NC TABLE6.XO&OX GLASS TYPES A, B, C, D ANCHOR TYPE 8 SUB3TRATE 2,3, WOOD 1,2, CONC TABLE 7. OXO, XXO, OXX & OXXO GLASS TYPES A. B, C, D ANCHOR TYPE 8 SUBSTRATE 43, WOOD 1,2, COQ POOR WID1H5 X 25.50 TO 37.50 ZONES WIDTHx Hf. K X x DOOR WIDTHS 90( - 47.75 TO 71.75 WIDTH x Ht ZONES 0 oc WIDTHS "O" - 10.75 TO 38.75 LOAD ZONES WIDTH x Ht A DOOR 1ADTNS X -25.50 TO 37.50 LOAD ZONES SIDE U1E WIDTH x Ht W 7_ 00 • g. 1 00 b POOR WIDTHS X -26.50 TO 37.50 LOAD ZONES %CC' - 47.76 TO 71.75 g+ SIDE UTE WIDTH x s I. I. SS4 00 a. x 25.60 x 79.75 5 83.75 6 87.75 5 91.75 5 95.75 6 27.50 x 79.76 5 83.75 8 87.75 5 91.75 6 95.75 6 29.50 x 79.75 5 83.75 5 87.75 6 911.75 6 95.75 6 31.50 x 79.75 6 83.75 6 87.75 6 91.75 6 95.76 7 33.60 x 79.76 8 83.75 6 87.76 6 91.76 7 95.75 7 35.50 x 79.76 6 83.75 6 87.76 6 91.75 7 95.75 7 37.50 x 79.75 6 83.76 6 87.75 7 91.75 7 95.75 7 2 2 2 2 2 7 7 7 7 7 2 2 2 2 2 7 7 7 7 7 2 2 2 2 2 8 8 8 8 8 2 2 2 2 2 8 8 8 8 10 3 3 3 3 3 8 8 8 10 10 3 3 3 3 3 8 8 8 10 10 3 3 3 3 3 8 8 10 10 10 3 3 3 3 3 3 3 3 5 5 3 3 5 5 5 3 5 5 5 5 3 5 6 8 6 5 6 5 5 5 5 6 6 5 6 47.76 x 79,75 83.75 87.75 91.75 95.75 51.75 x 79.75 83.75 87.75 91.76 95.75 55.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.75 87.75 91.75 95.75 63.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.75 83.75 87.75 91.75 95.75 71.75 x 79,75 83.75 87.75 91.76 95.76 4 5 5 5 5 5 5 5 5 B 5 5 5 6 6 3 6 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 7 4 .7 4 7 4 7 4 7 4 8 6 5 6 6 6 5 6 6 8 7 6 8 6 7 7 6 6 6 7 7 5 8 6 8 6 8 5 8 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 5 3 3 3, 5 5 8 4 5 8 5 8 5 8 4 4 5 8 8 10 8 8 5 8 6 8 8 10 6 10 4 4 4 4 4 5 3 3 5 b 5 3 6 5 5 5 4 4 4 5 8 4 5 9 5 9 6 10 6 10 4 4 4 4 5 5 5 5 5 /5 l 5 6 5 5 'wad Pfl FA DAN 0 10.75 x 79.76 83.76 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.75 95.75 21.75 x 79.76 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.75 36.13 x 79.75 83.75 87.75 91.75 95.75 36.75 x 79.76 83.75 87.75 91.75 95.75 Oda NO CHANGED AYSH EET. Rood* Fx Pat Nr4o7 IOaaia A AOD WAD MEW TABLE870TMBLE4. a GNNGETABlEC HEAD ZONE V•112 TP ANDLOLWW REFEREWE ADD POP ID A H RME3. Daey: FJC Doe 811/07 4 4 4 4 4 4 4. 4 4 4 1 2 2 2 2 2 4 4 4 4 4 2 2 2 2 2 4 4 4 6 6 2 2 6 6 5 6 6 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 7 7 7 8 6 7 7 7 2 2 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 3 3 3 4 4 4 4 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.76 87.75 91.75 95:76 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 21.75x78.754 3 83.76 4 3 87.75 4 3 91.75 6 3 95.75 5 3 27.76 x 79.75 6 3 83.75 6 3 87.7•,5 3 91.756 3 95.75 8 3 38.13x78.768 4 83.75 5 4 87.75 7 5 91.76 7 5 85.76 7 5 8 4 38.75 x 63.76 8 4 87.76 7 5 81.76 7 5 95.76 76 4 2 4 2 4 2 4 2 4 2 42 4 2 42 4 22 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.75 x 79.76 83.75 87.75 91.75 95.75 4 4 4 4 4 12.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 19.00 x 79.75 83.75 87.75 91.75 95.75 4 4 4 4 4 21.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 6 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 6 27.76 x 79.76 83.75 87.75 91.76 95.75 5 5 5 6 6 38.13 x 79.75 83.75 87.75 91.75 95.76 6 6 7 7 7 38.75 x 79.75 83.75 87.75 91.75 95.75 6 6 7 7 7 3 3 3 3 3 3 4 4 5 5 6 4 4 5 5 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 APPROVED ANCHOR TYPES: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. APFThved as m 9 4b Cads with 01" Florida Bate Ci NOM NDwI Dada Product Control rias41 1. CLSk.Joi.- 1070 TECIPIOLOCIY CANE NOROIDB, R. WS P.O. BQx ISO NOKIAS& FL 341271 PST ANCHOR QUANTI YLOAD ZONE TABLES ALUM. FRENCH DOOR & SIDELITES, IMPACT F0101 NA s 10 I �� 110054 r.