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BP-05-1503 (3)• • •.• • • • -••• •• •. • • • •• .. • • • • • • • • . • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •.• • • . • • National Consulting Engineers, E$c.•: Certificate of Authorization # 8755" 13009 SW 95th Avenue •• • • , Miami, FL 33176 • • • • • • Phone: (305) 321 -7041 • • "' •• Fax: (305) 238 -2362 • ••• • • • • ••• • • • • • • • • • • ••• • • • • • ••• • • • •• ••• .• Structural Calculations For Stair At Jeff Davis Residence At 9275 N. Bay Shore Dr., Miami Shores, Fl., 33138 ARCHITECTS SHOP DRAWING REVIEW JO p # NC07 -088 00 EXCEPTIONS TAKEN ® REJECTED ® NOTE COMMENTS ® RE- SUBMIT Corrections c+r comments made on shop drawings during this review do not relieve contract-or Irol± rompryance viith requirements of draviings and specifications, Th;:s .h ck i4 only for general conformance txih design cNcer: na rrs ra.; ccrTrYiat,e will the information in the corer ct o r :ts Corttra r,p r: °cspansible for. Confirming and correlating lio,. ?,tom.: , 6„ i;re ei l5fo0S;sekltng fabrication processes techst%c+,e :T r„ constt .ton; cmordinating his work with that of all oi>.er tries; and pertonring his work in a safe and satisfactory ri' m me'r. This approval represents our review of this submission of this domment only for those n', atificatioris requested herein or in previous SC'74`P!isS1o1S Qr as slhcifh. li noted by Contractor in this submission. n;r;er mi% "n.ati t to) ",: iira?4,∎ i, the Contractor of previously I o'a. Fd rnati:HaI ft is bri. rslt� ,;, :iafion on submittal is not to bt vaastruecir as a utti na ,n f,i addtional work or cost CAr 09 • 0 07 ' SL 4:(1\ m . i � gOgIIVg SEP 0 57001 itij CITY C y (p//o/q Mohamed W. Fahmy, Ph.D., P.E. Florida Registration Number 54794 Total Number of Pages: 3 To the best of my knowledge, I performed, reviewed and checked all the structural calculations including computer generated calculations NATIONAL CONSULTING :ENGINEERS, INC. Structural Design And FEM Analysts Certificate of Authorization #8755 13009 S.W. 95th Ave. Miami, FL 33176 Phone: (305) 321 -7041 Fay: (305) 238 -2362 e -mall: NatlonalEngnrseaoi.com Code: FBC 24 Design -of To Rail Material: Section: Sx (in3) Sy (in3) Allawat le Stress (Ksi) L (in) P (#) M = P *U2 (in.#) W () M = W *L *L/12/8 (in.#) f (ksi) = My /Sy l3 sItut of Hp izontaI.Ra11 Material: Section: rl(Pst) Area (1n2) Allowable Force T (#) L (in) Spacing ,(in) w (#/ft) = 25*Spacing/12 E (ksi) Y max= L *(3w1/64/E/A)A1113 T (#) = vw*L *U8/Ymax Desianof Post Material: Section: Sx (in3) Allowable Stress (Ksi) Maximum Post Spacing (ft) (#) = Max(200#,50*Post Spacing) H (in) M (in.#) = P*H f (ksi) = Mmax/Smin Deslsn,,of Hand Rail Material: Section: Sx (in3) Sy (in3) Allowable Stress :(Ksi) L:(in) P( i1A == P *112 (in.#) 1Af () M =W*L *U12/8 (in.#) f (ksi) = My /Sy • • ••• • •• .• • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • •• •• • • • • • • • • • ••• • • • • ••• PROJECT: Jefferey Davis Residence SUBJECT : Design of Railing • • • • • • • • •• • •• • ••• • ••• • • • • • • • • • • • • • • • • • . • • • • • • • • SHEEN•N *:' JOB NO: NC07 -086 DATE: 8/27/2007 SS A304 2'x1"x1/8" 0.33 0.21 24 48 200 2400.00 Case 1, 50 1200.00 11428.57 SS A304 'T, 0.13 25 0.012271846 Case 2 48 4 8.33 29000.00 0.7860 254.46 SS A304 2"x2"*3/16" 0.75 0.75 4 200 48 9600.00 12.80 DESIGNEVQY:• • •• ••• moharnh • • • • • • • • • • • • •• •• • • • • • ••• •• SS A304 Diameter 1 112x13/16" 0.226 0.226 24 76 200 3800.00 Case J. 50 3008.33 Case 2 16814.16 OK NATIONAL CONSULTING ENGINEERS, INC. Structural Design And FEN Analysis Certificate of Authorization #8755 13009 S.W. 95th Ave. Miami, FL 33176 Phone: (305) 321 -7041 Fax (305) 238 -2362 e-mail: NafionaIEngnrseaol.com PROJECT: Jefferey Davis Residence • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• SUBJECT : Design of Stair Stringer JOB NO: NC07 -086 • • • • ••• • • • SHEET N °: • ••t?, • • • DATE: 8/27/2007 motioned • • • • • • • " • • • • • • • Design of Stair Stringer Loads: DL (psf) 15.000 LL (psf) 100 OW (psf) 15.000 TL (psf) 130.000 Span L (ft) 13.500 Tributary Width (ft) 1.750 w (#/ft) = Tributary Width *TL 227.500 M (in.K) = w *L *L/8 *12/1000 62.193 Material Stainless Steel A304 Allowable Stress (ksi) 24.000 Section TS 6x2x1/4 I (in4) 13.800 S (in3) 4.600 f (ksi) = NUS 13.520 OK Check on. Deflection E (ksi) 29000 D (in) 0.424836585 Ratio = L/D 381.3231 OK •• • • • •• ••• ••• • • • • • • • • • • • •• • • • • • ••• •• Weight Qf P4rie kelp ; • Deakin of Treads Materials Stainless Steel A 304 Allowable Stress (ksi) 24.000 :Step Width (in) 12.000 Thickness (in) 0.250 S .(in3) Consider Web only 0.125 Span (ft) 3.000 Case 1: Uniform LL (100 psf) M1 Ohl) 1755.000 case 2: Live of load of 300 # M2 (in. #) 2700 f (ksi) = Max.(M1, M2)/S 21.600 OK s NATIONAL CONSULTING ENGINEERS, INC. Structural Design And FEM Analysis Certificate of Authorization #8755 13009 S.W. 95th Ave. Miami, FL 33176 Phone: (305) 321 -7041 Fax (305) 238 -2362 e -mail: NationalEngnrs@aoLcom PROJECT: Jefferey Davis Residence • • •• •• • • • • • • • • • ••• • • • • • • • ••• • • • ••• • • • ••• •• •• • • • • • • • • • • • • • ••• SUBJECT : Design of Base Plate at the Post • • • • • • • ••• • • • JOB NO: NC07 -086 Applied. Moment and Shear M (in. #) Post Dimensions: c (in) d (in) Base Plate Dimensions: Material Allowable Stress (ksi) al (in) a(in) b1 (in) b (in) thickness (in) S (in3) = L1 * thidmess "2/6 Check Base Plate M1- 1(in. #) = 2* T/bolt*( (L2- c)/2 -al ) f plate (ksi) = M1 -1 /S :Check. on Welding `.Puler Fallowable (ksi) thickness (in) t effective (in) = .707 *(thickness - 1/16) co (in) = cI + 2* teffective do (in) = dl + 2* teffective 1 welding (outside) (in4) I welding (insdide) (in4) 1 welding (in4) S welding (in3) = I welding/ (cI/2) f (ksi) = M/S welding 9300.000 2.000 2.000 DATE: 8/27/2007 Stainless Steel 24.000 1.000 4.000 1.000 4.000 0.375 0.188 2325.000 12.400 OK IEXX 70 21.000 0.250 0.133 2.265 2.265 2.194 1.333 0.860 0.760 12.242 M • h a n m e d • • • • • • SHEET N °: • ••• • • • • • • • • • • • • • • 3 ray .0redwrederArdlordwo VA 6 i 0 ;X. GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS \11\1111111t _ es Wigan/ „ -- / ��_�t lmwiAiii�� DYNATECH ENGINEERING CORP. Miami, September 1, 2005 Mr. Jeff Davis 1980 Bayshore Way Miami, FL 33145 Re: Proposed Additions @ 9275 Bayshore Drive Miami Shore, FL Dear Mr. Davis: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING OFFICE COPY Pursuant to your request; DYNATECH ENGINEERING CORP., completed a Preliminary Subsoil Investigation on September 1, 2005 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed additions. A total of (1) standard penetration boring test was performed according to ASTM -D 1586 down to an average depth of 20' below existing ground surface. The following graph was developed as a general condition for the subject site: (refer to field boring logs for exact locations and soil conditions): Depth From 0'- 0" 0'- 8" 4' -6" 7'- 6" 12'- 0" 13' -0" To Description 0'- 8" Topsoil and grass 4'- 6" Light tan medium sand with rock fragment 7'- 6" Gray silt 12'- 0" Peat 13'- 0" Tan medium sand with rock traces 20' -0" Tan sandy lime rock Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 6' below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering pumping activities in the area. Site contractor must familiarize himself with siteaconditions in the event dewatering is needed. 1 750 West 84 Street, Hialeah, FL 33014 -3618 © Phone (305) 828 -7499. Fax (305) 828 -9598 Page No. 2 9275 Bayshore Drive, Miami Shore, FL Based on our understanding of the proposed structure and our field boring logs; it is evident that the deep foundation system are needed to support the proposed additions without detrimental settlement to the structure Deep foundation systems shall consist of one of the following alternatives: Alternatives Approximate Size Pile Capacity Pile Capacity Allowable . Pile Foundation Pile Depth in Tons in Tons Lateral Compression Tension Capacity in Tons Pin Piles To Refusal 3-4 Inch 5 -10 Tons 2 Tons 1 Ton Helical Piles 20' BLS 3-4 Inch 8 -15 Tons 2 Tons 1 Ton Auger Cast Piles 20' BLS 12 Inch 25 Tons 7 Tons 2 Tons Auger Cast Piles 20' BLS 14 Inch 35 Tons 10 Tons 2 Tons Precast Concrete Piles 20' BLS 10 "x 10" 17 Tons 5 Tons 1 Tons Precast Concrete Piles 20' BLS 12 "x 12" 25 Tons 7 Tons 1 Tons Precast Concrete Piles 20' BLS 14 "x 14" 35 Tons 10 Tons 2 Tons BLS: Below Existing Land Surface Estimated Lateral Load for a pile Top Deflection of 1/4 inch. The proposed pile length is based on the existint ground elevation at the time of drilling. Pile length may vary depending on proposed grade beam elevation any soil profile. In the case of the Pin, Helical, or Precast piles a minimum of 4 piles shall be driven to determine productioi pile length. All work shall be performed in accordance with the applicable building code. In case of existing structures in the vicinity of the pile driving operation, care shall be taken not to create excessive vibration. Vibration levels shall be monitored to verify compliance with county regulations. Step must be taken to prevent excessive vibrations. The minimum center to center of piles or adjacent foundation shall be not less than twice the average diameter for round piles or 1 — 3/4 times the diagonal dimensions o rectangular piles, but in no case less than 30 inches. 2 Page No. 3 9275 Bayshore Drive, Miami Shore, FL All piles shall be designed by a professional engineer and shall be placed under supervision of our Geotechnica Engineer to verify compliance with our recommendations. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP., does not guarantee any subsoil conditions between the bore test holes. The data from the soil boring is for foundation analysis only. It is not to be used for excavating or back filling estimates. As a mutual protectior to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserves pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contac us if we may be of further service to you. Sincerely yours, (JJt saktet Wissarfi / Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk 3 DYNATECH CLIENT . PROJECT . ADDRESS : LOCATION : TEST BORING REPORT MW JEFF DAVIS Proposed Additions @ 9275 Bay Shore Drive, Miami Shore, FL See attached plan ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: 08 -31 -05 HOLE NO.: B -1 DRILLER: AS LD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 6 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to 0'- 8" 0'- 8" to 3'- 6" 3'- 6" to 4' -6" 4'- 6" to 7'- 6" 7' -6" to 12' -0" 12' -0" to 13' -0" 13' -0" to 20' -0" TOPSOIL & GRASS LIGHT TAN MEDIUM SAND WITH ROCK FRAGMENT TAN MEDIUM SAND SLIGHTLY SILTY GRAY SILT PEAT TAN MEDIUM SAND WITH ROCK TRACES TAN SANDY LIME ROCK 2 Hand 4 Hand H 6 2 1 2 2 8 1 2 3 10 2 2 1 2 12 3 2 14 16 14 12 13 16 16 15 17 23 18 24 27 25 22 20 23 25 27 26 26 32 52 53 22 24 26 28 30 32 34 36 38 Water Level: 6' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. ILA.: HAND AUGER A: AUGER; R: REFUSAL 4 - NORTH North ;Bayshore Drive Elevation @ 16" off Street Level Driveway Trees 2 STORY C.B.S. Water DYNATECH ENGINEERING CORP. Date : 9 /1 /05 Scale: N.T.S. Client : JEFF DAVIS Project: 9275 Ba shore Drive Miami Shores FL APPENDIX GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boi (s) to be drilled after building pad (s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary additional borings would need to be performed after the structures has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted as confidential property of clients, and authorization for publication of statements, conclusion extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Relative Density and Consistency Particle Size Cone Standard Boulders > 12 in. Penetration Penetration Relative Cobble 3 to 1 in. Tests kg /cm 2 blowsift Density Gravel 4.76 mm to 3 in. Sand °. 0.07 mm to 4.76 mm Silt 0.005 mm to 0.074 mm Clay < 0.005 mm Sands 0 — 16 0 — 4 Very loose 17 - 40 5- 10 Loose 41 — 80 11- 20 Firm 81 -120 21 -30 Very firm Over 120 31 — 50 Dense Modifiers Silts & 0 — 3 0 — 2 Very loose 5% - 10% Slightly silty or Clayey . Clays 4 — 9 3 — 4 Soft 10% - 30% Silty or Clayey . 10- 7 5 — 8 Firm 30% - 50% Very silty or Very Claye 18 — 31 9 —15 Stiff • 0 — 5% Slightly Trace 32 — 60 16- 30 Very Stiff 6 — 10% Trace ' Over 60 31 -50 Hard 11 —20% Little 21 -35% Some > 35 %And Rock Hardness Description Soft Rock core crumbles when handled. Medium Can break core with your hands. Moderate Hard Thin edges or rock core can be broken with fingers. Hard Thin edges of rock core cannot be broken with fingers. Very Hard Rock core rings when struck with a hammer (cherts) North Bayshore Drive Elevation @ 16" off Street Level Driveway a; rn co s. co V 9► Trees 2 STORY C.B.S. 1 Water J NORTH DYNATECH ENGINEERING CORP. Date : 9/1 / 05 Scale: N.T.S. CIient : JEFF DAVIS Project: 9275 Bayshore Drive, Miami Shores, FL PMM Consulting Engineers, Corp. P.O. Box 557823, Miami Florida 33255 Tel: 305 - 661 -9918, Fax 305 - 675 -2350 Building Official Miami Shores Village 10050 NE 2 "d Ave. Miami, Florida OFF1 E NOTICE TO THE BUILDING DEPARTMENT SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (we) have been Retained by Mr. Jeff Davis to perform special inspector services under the Florida Building Code at the 9275 Bayshore Drive project on the below listed structure as of December 13, 2005. Process number '$POC. - SO) Inspection Responsibilities: Special Inspector for reinforced masonry, FBC 2218.2 Special Inspector for soil compaction, FBC 1820.3.1 Special Inspector for pre -cast attachments for FBC 1927.12.2 I (we) will notify Miami Shores Village Building Department of any changes regarding the qualified authorized personnel performing inspection services I understand that a Special Inspectors log for each building must be displayed in a convenient location on the site for the reference by the Miami Shores Village Building Department. All mandatory inspections, as required by the Florida Building Code, must be performed by the City when the Special Inspector is hired by the owner. The City inspectors must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit, I will submit the completed inspection log form and sealed Statement of Compliance to the Building Inspector, at time of final inspection and before manking application for Certificate of Occupancy. Yours truly, t Paul Martinez, PE Prof Engineer, 42650 FORM 600 Small Additions, Ren FLORIDA ENERGY EFFICIENCY CODE FOR BUILDINGCQNSZTR FFIC Residential Limited Applications Prescriptiv@ MethgQ,F ; ; • T & Building Systems Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000 -01 for additions of 600 square feet or less, site- instal mpon om d renovations to single and multifamily residences. Afiemative methods are proved for additions by use of Form 6008-01 or 600A -01. . • . • • • . PROJECT NAMED AND ADDRESS: ,E. E' ra,, R,7.,\ ovA 1 BUILDER: :. • • . :�: PERMITTING OFFICE: '. • • : • •GGM4TE • • •, • `./ 119 • ZONE: 7 8 DAet%.S . � 02E \Pi ip OWNER: PERMITNO.: �� JURISDICTION l2 / 0 ® 0 SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriptive requirements in Tables 6C-1, 6C-2 and ft-4; apjpro:ly tit,the:'omkerts tilt addition, Got to the existing building. Space heating, cooing, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition 2risteintinsIlledllnec&jurriortirthe addition c enstruction. Components separating unconditioned spaces from conditioned spaces must meet the prescnbed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more1han Not the assessed value of the builcing). Prescriptive requirements in Tables 6C•1 and 6C•2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes /No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site installed components. I hereby certi that the •tans and'' = ifications covered by the calculatf., are compliance wit ]p� PREPARED BY: DATE: 1 hereby certify that this bp i ' ° s in compliance with the Florida Energy C OWNER AGENT: DATE: 1. Abad-10i 2. SriJ &te Es /.D. 3. 4. 492 5. 7'S Single Pane Double Pane 6a. sq. ft. sq. ft. 6b. /00 sq. ft. sq. ft. 7. 26 % 8a. R= lin. ft. 8b. R= sq. ft. 8c. R= sq. ft. 8d. R= sq. ft. 8e. R= - sq. ft. 9a -1 R= S sq. ft. 9a -2 R= °° sq. ft. 9b -1 R= sq. ft. 9b -2 R= sq. ft. 9c 10a. R= sq. ft. 10b. R=17 sq. ft. 11. Type: SEER/EER: 12. Type: HSPF /COP /AFUE: 13a. 13b. 14. Type: EF: Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: -1- • • • • • • • • • •climate Zones 7 8 9 •• •• • • • •• •• • • • • • • • • • • • TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOVATIONS TO EXISTING BUILDI:GS CQMPON MANUFACTURED HOMES. I COMPONENT INSULATION MINIMUM - INSULATION INSTALLED UP TO 20% I EQUIPMENT IIINI�IUM • ... EFFICIENCY INSTALLED EFFICIENCY WALLS Concrete Block Frame, 2' x 6' Frame, 2' x 6' Common, Frame Common, Masonry R -5 R -11 R -19 R-11, t; R -3 ,, 5 Double Single Central AO; SCI: , • •Singt Pkg! • • Room ult of PIN • • 6� EAR• •= 10.. • • • • €EEii := • 9!7 • • • • • • �Ea% •= 86* • • • • SABER = '� OH - SHGC OH - SHGC • .BEER = OH - SHGC OH - SHGC • • • • EER = OH - SHGC OH - SHGC l'- .87 0'- .75 0'- .78 • 1"- .78 0"- .61 3"- .87 2"- .75 1' -.57 0 " -.39 SPACE HEATING Electric Resistance Heat pump •Split • • - Single' kgg i Room unit or PIMP • • • • • • Gas, natural or propane Fuel Oil ANY •HSRF. = • 6.8 I;SR • • F •_ :6.6 4;OP •_ • 2.7* • • • ••• • AFUE = .78 AFUE = .78 . •HSPF = CEILINGS Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; ,Open Common, Frame;`' R -30 R -19 R -13 R -10 R -11 SECTION REQUIREMENTS t q Exterior Joints & Cracks ■ HSPF = To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors EISPF/ = Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Sole & Top Plates , COP AFUE = Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 FLOORS Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R -11 R -5 R -11 606.1 Air barrier on perimeter of floor cavity between floors. AFUE 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. OA Combustion Heating 606.1 Electric Resistance Gas; Natural or L.P. Fuel Oil EF = .88 EF = 54 EF = .54 EF = iOil 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap reouired for vertical pipe risers. (�, a"0 Swimming Pools & Spas EF = It- v o In unconditioned space In conditioned space R -6 No minimum 612.1 Insulation is required for hot water circulating systems (including heat recovery units). 14 % EF = * See Tabte 6-3, 6-7 -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Maximum percentage glass to floor area allowed is selected by type, overhang length and solar heat gain coefficient. Maximum% =SD Installed % =i GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH - SHGC OH - SHGC OH - SHGC OH - SHGC OH - SHGC OH - SHGC OH - SHGC OH - SHGC l'- .87 0'- .75 0'- .78 2"- .87 1 '- .75 0' -.57 1"- .78 0"- .61 3"- .87 2"- .75 1' -.57 0 " -.39 2'- .78 1"- .61 0 " -.44 4' 3" 75 2' -.57 1'- .39 0 "- .30 3'- .78 2'- .61 1 " -.44 0 " -.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. /,' TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). MA Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. OA Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap reouired for vertical pipe risers. (�, a"0 Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. pp Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). 14 Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. fq HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Y GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated maybe left blank. 2. ADDmONS ONLY. Determine the percentage of new glass to conditioned floor area to the addition as follows. Total the areas of all glass windows, sliding glace doors and glass door panels. Double the area of all non - vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area Divide the adjusted glass area total by the conditioned floor area of the add�tion. Multiply by 100 to get the percent Find the largest glass percentage under which your calculated percentage falls on Table 6C-2. Prescriptives are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). Fora given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to complywiththeoverhangandsolarheatgainooefficientrequlrementsonTable6C-2. All new glass in the additonmust meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) dlstana is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane clear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6. Reed °Minimum Requirements for Small Additions and Renovations", Table 6C-3, and check all applicable items. 7. Read, sign and date the °Owner/Agenf certification statement on page 1. -2- PMM Consulting Engineers Gory JAb1 s Consulting 9 • .•••••• •••• P.O. Box 557823, Miami Florida 33255 Tel: 305 -661 -9918 Fax: 305 -675 -2350 • • • • • • • • • • ••• Additional Structural Calculations For •• : • y � - 1 Spa RetEOYED Davis Residence Renovation 9275 Bayshore Drive Miami Shores, FI. 05002 01 -15 -06 Pau '' inez, PE FL Prof. Reg. 42650 ) Pages PMM Consulting Engineers, C' r• „• • • ; • ;' • • ;• (• • • P.O. Box 557823, Miami Florida 33255 Tel: 305-661 -9918 Fax: 305 -675 -2350 Project: Davis Residence Renovation Project No. 05002 Design Parameters • Florida Building Code • Wind o ASCE 7 -98 o Wind Velocity 146 MPH o Category II o Exposure C o Kd 1.0 • Concrete Strength at 28 days - 3000 PSI • Reinforcing - 60,000 PSI • Structural Aluminum, Alloy 6061 -T6 • Masonry — F'm 1,500 PSI (F'c= 1900PSI) • • ••• • • • •• •••• • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• Project A�L� • •• • • . FaK .-.• —•• • • • Calculated by 4,1 • • • • : Date :. :. • Checked by Date • • ... • — •.- -••-- •••• ••• • • • • • • • • • ••• •••• .. • .... •••• • ... • • . • • PMM CONSULTING ENGINEERS ALUM s i9 -u4)T coop i — T� ' 2pc_ a,P414. i4o tromp ?‘-)F •• • • • •• ••• •• •• • • • .. • • • • • • • . • . • 0 •• •- • • • • ••• •• C.4=q;) (?)(0.0sq IV/gj = 2.69 C�F-Nc S�- O e*-"; ZASA 3/1(0 fb= (2- 0)(12) s.91 ax►Z) Cs -4-01 5.1'1 P M M ENGCONSULTING Project Calculated by Checked by • • ••• • • • • 0 ••• • • • • • • ••• • . : • • a� •• • •Date • • • • • • •.. Date • T-.. -- ••• •.• • ••• •••• • • • • • • • • • . • • ••. • . • • •• • • • •• ••• .• • • • • • (---= LE 7,‘ •• • • • • • •• •• bm 40)1(Yue: j. C.0 A p c 4O ar- pt-z_ (00_.6( eblt s qv") tr = 12 -0 61, (z) =,t irp'1 i cam± Foe, 4L-fr. UOj gad(') 0-46 61 2 rct-� pot/cm L-=-- Loh = b)(-6'3 7- 16e" ?Lr IPA ---- (0,1 (444?)C1 CPUTA (I) k 42) -43 -- (-:(9t6)(--‘z%) - q.0� N I?"-ii Project • e ••• . ••• •... .•4,4".. • • • • • • • ••• • • • Calculated by • •. • • claw • • • • Checked by • _ Date • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • PMM CONSULTING ENGINEERS L = 1-17` tom) s-10*Ar VA -- 4 ve (449c()Cyi 1(1 ec fl> 16( otz- •• • • • •• ••• •• • • • • • •• • • • • • ••• •• 40 3 WHITE BARS apply to ianwelded members and to welded members at locations farther than 1.0 in. from a weld. � ? apply within 1.0 in: of a weld. ® F_or aJl thickn4SSSa 5356_ot Ste. With filler_tilovs 4043. 555.L9r_ ® For all thiekneecen with filler alloys 5156 or 5556• for metal TENSION IN BEAMS. extreme fiber. net section Rectangular tubes, structural shapes bent about strong axis On rivets and bolts On flat surfaces and pins and on bolts in slotted holes Tile 4.347 • • • • Allol4e Vtgesks for BJimiNG and S&nilar type S(ruetures • • • 6061 —T6, —T651, - T6510, till. .•. Ex4ruai n up Atli:14i Sheet & mate, Standard Structural Shapes, Rolled Rod and Bar, Drava t1 be,:Pipe.' • • • • . • •• • • • • •• • • &3S1-'f 1 xteasioas COMPRESSION IN COMPONENTS OF COLUMNS. gross section COMPRESSION IN BEAMS. extreme fiber. gross section. COMPRESSION IN COMPONENTS OF BEAMS. (component under uniform compression). gross section COMPRESSION IN COMPONENTS OF BEAMS. (component under bending in wan plane). gross section t p ates wt compression edge free. tension edge supported at plates with horizontal stiffener. both edges supported Stiffened fiat webs o.• thhtt0.7(0, /02)2 5650 values apply to metal 0.375 in. or less in thickness; for greater thicknesses multiply allowable stresses by 0.8. 0.375 in. or less in thickness with filler alloys 4043. 5554 or 5654. Project , 6/fi .: ':' •'ta e •:_ '_:' CONSULTING • . Calculated by : • • bate • ••• P M M ENGINEERS Checked by • 1I• Date • „• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • U, 43 °ri. c/044-z- (' : 3E •• • • • •• ••• •• • • • • • • 5'�A • • • "/ • s• •}• • • • ••• •• ,61:11A/16 fry, • �uo� Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN • ••• • • • ••• aaaa= aaaaaaaaaaaaamaa= a== aa== a== a= a= aa= aa== aaa== aaaaaaasaaaaaaaas�r�a :•�aa�a�sr,�q�FaF�aal�aaaaa=aa Project : • • • • • Location: • • • • • ••• • • Location: • • • • ••• By: • • ••• • • • aaaaaaaaaaaaaaaaaa== aaaaa a= aaaaaaaaaaaaaaasaaa= a= amaaa= aa= aaaa= aaaa =a =aaaaaa =aa = =aaa =aaaaaaaa =a TIME: 01:24 PM DATE: 01 -09 -2006 DESIGN METHOD : IBC 2000: Working Stress Design MASONRY MATERIAL : Hollow Core Concrete Masonry Units MORTAR TYPE : Type S MORTAR MATERIAL : Portland Cement Lime Mortar BLOCK PLACEMENT : Running Bond MASONRY WALL DATA: Wall Height Nominal Wall Thickness Depth to c.g. Steel, Wall Parapet Height Nominal Parapet Thickness Depth to c.g. Steel, Parapet Design Strip Width Main Wall Reinf. Layers Wall Grout Spacing Support Type at Base Span Type WALL LOADS: 7.60 ft. = 8.00 in. 3.81 in. = 0.00 ft. = 0.00 in. = 0.00 in. = 12.00 in. = One Layer = Grouted Solid = Pinned Support = Supported Top and Bottom Wall Weight = 60.00 psf. Floor or Roof Load: Dead = 0.0 Lb Live = 0.0 Lb Eccentricity = 0.00 in. Additional Vertical Load: Dead = 0.0 Lb Live = 0.0 Lb Eccentricity = 0.00 in. Vertical Distance (y) = 0.00 ft. Equivalent Fluid Pressure = 0.00 pcf. Vertical Distance (x) = 0.00 ft. SEISMIC LOADS: Site Class (A to F) Seismic Use Group Short Period Spectral Acceleration, Ss One Second Spectral Acceleration, S1 (Computed) Design Category, Parapet Component Importance Factor, Ip Parapet Height /Roof Height Ratio z/h Veneer Weight Seismic Load on Main Wall* * Minimum Code Required Value Seismic Load on Parapet Wall = Class A a I = 0.00 % < 0.75 g = Category A = 1 = 0 = 0.00 psf. = 6.00 psf. = 0.00 psf. • • • • 00 • • • • • • • • • • •• • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • • • •• • • • • • • • • • • • ••• •• Page: 1 Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN • ••• • • • ••• Project : • • • • • • • • • • Location: • • • ••• • • • • ••• By: ________________________________________________________________ _______________________________ • • ••• • • • TIME: 01:24 PM DATE: 01 -09 -2006 WIND LOADS: Load W or H Distance From Magnitude Base of Wall (ft) (plf, lb) Start End 1 W 2 3 4 5 55.64 0.00 7.60 Notes: 1. "W" designates a uniform distributed wind load. "H" designates a concentrated horizontal wind load. 2. Horizontal loads are positive to the right. MASONRY DATA: Masonry Unit Strength = 1900.00 psi. Masonry Compressive Strength, f'm = Allowable Flexural Stress, Fb = Allowable Shear Stress, Fv = Allowable Tension: No Grout, Ft = Solid Grout, Ft = Modulus of Elasticity, Em = Modular Ratio, Es /Em = n = Single Grouted Cell + Web Width Nominal Length of Masonry Unit Block Face Shell Thickness Nominal Minus Actual Thickness MATERIAL DATA: 1500.00 psi. 500.00 psi. 38.73 psi. 25.00 psi. 68.00 psi. 1,350 ksi. 21.48 = 8.00 in. = 16.00 in. = 1.25 in. = 0.38 in. Steel Yield Strength, Allowable Steel Stress, Modulus of Elasticity, REINFORCED WALL DATA: Fy = 60.00 ksi. Fs = 24.00 ksi. Es = 29,000 ksi. Minimum Steel Ratio, As /bt = 0.0007 • • ••• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• • Page: 2 Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa=aaaaaaaa aaamaaaaaaaaaaaaaaaasp.w=pww.. aiaaa ;a *i0aaaaaaa .. •• • • • •• •• • Project : • • • • • • • • • • Location: • • • . • • • • By: • • • • • • • • aaaaaaaacaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaa3eaaaln e=a=*aaaoasa0 ,14aaaaaaa TIME: 01:24 PM Page: 3 DATE: 01 -09 -2006 55.64 6.00 • • ••• • • -•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • GRAPHIC SUMMARY OF MASONRY WALL DAB • • • .• •• ••' • • • • • • • • • • • • • • • • •• • • • • • ••• •• Floor / Roof Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN aaaaaaaaaaaaaaaasaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaasaaaaaaaaaaaai1ar +saxsaqpa4xapat•sa!laalasaaaaaa Project : • • • • • • • • ••• • • • Location: • • • • • • • • • • ••• • • • • ••• By: aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa ====aaaaa=======aaaaa=aaa===a aaaaaa =aaaa =aaa =====a=a=aa =aaaa TIME: 01:24 PM DATE: 01 -09 -2006 DESIGN LOADS: • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • 000 • • SUMMARY O F RESULTS F O R MAIN WALL •• • • • • ********************** * * * * * * * * * * * * * * * * * * *r+• * *.oe*.0 • Moment, Ms = 401.7 ft -lb / 12.00 in. Axial Load, Ps = 136.8 Lb / 12.00 in. Load Combination = 0.6 *DL +1 *WL Eccentricity at Moment, e = M/P = 35.24 in. NOTE: Max. moment is located in Zone C, (e > 2d/3) Wall is cracked, steel is stressed in tension. Max. Shear, Load Combination ANALYSIS RESULTS: Vs = 211.4 Lb / 12.00 in. = 0.6 *DL+1 *WL •• • • Design Strip Width = 12.00 in. Actual Wall Thickness, t = 7.63 in. Effective Height, h, = 7.60 ft. Seismic Force, (IBC 2000 1620.1.7) Fp = 6.00 plf. / 12.00 in. Minimum Area of Steel, Vertical Reinf. Minimum Area of Steel, Horiz. Reinf. Ref. ACI 99 1.11 /IBC 2000 2109.6.5 DESIGN RESULTS: = 0.064 in."2 / 12.00 in. = Not Required All. Moment Bar Fa, psi fv, psi @ Axial Load Bar Spa. Size (4/3 *.25 *f,m *R) CV/bid) (P=136.8 lb) (in. o.c.) Page: 4 • •• • • • • • • • • • • • • • • •• ••• •• • • 00 • • • • • • • • #3 456.21 4.62 809.4 16.00 #4 456.21a, 742.0 32.00 #5 456.21 _5.39 660.7 56.00") #6 456.21 6.93 715.2 72.00 #7 456.21 6.93 915.7 72.00 #8 456.21 6.93 1,006.5 72.00 #9 456.21 6.93 1,087.2 72.00 Max. vertical bar spacing is 72 inch per ACI 99 2.3.3.3 (commentary) Per IBC 2000 2107.2.4, bar size is limited to #8 ••• •• Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN •• •• • • • •• •• • Project: ••• • •.••• • Location: • • • ••• • • • By: • • • • • • • • TIME: 01:24 PM Page: 5 DATE: 01 -09 -2006 MASONRY WALL INTERACTION DIAGRAM: (DEAD + LIVE LOAD ONLY) • • ••• •• • • • • • • • • • ••• • • • • • • 6 • • • Effective Wall Height Actual Wall Thickness Depth to c.g. Steel Design Width Reinforcing Design Axial 26835 25615 24395 23175 21956 20736 19516 18296 17077 15857 14637 13417 12198 10978 9758 8538 7319 6099 4879 3659 2440 1220 0 + + + + = 7.60 ft. = 7.63 in. 3.81 in. 12.00 in. = #5 ®56 in. Solid Masonry Area, Ae All. Axial Stress, Fa All. Bending Stress, Fb All. Steel Stress, Fs o.c. + + + + + + + + + • • •• • • • • • • • • • • = 7i8i c J.n� • • = t1 2.3.iipiii 1 i = 50O.00•peir •• _ •$•4.80:k8L. • i Moment 1311 1440 1569 1699 1828 1957 2084 2192 2268 2316 2335 2313 2261 2180 2072 1938 1780 1603 1410 1211 1015 NOTES: Axial Load = Lb, Moment = ft -lb + = Moment Capacity o = Applied Moment Positive moment is defined as moment which causes compression on the outside face of wall. 805 467 • • • • • ••• • •• • • ••• • • • • • • •• • • • • •• Masonry Wall: MASONRY WALL ANALYSIS AND DESIGN _____________________________________ _______________________ = = = = =a == =a=te= =Ar =4.20 = = =___ Project : • • •• • • • • • • • Location: • • • '•• • • • By: • • egos • • • • ••• TIME: 01:24 PM Page: 6 DATE: 01 -09 -2006 MASONRY WALL INTERACTION DIAGRAM: (WIND / SEISMIC LOADS) • • ••• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • Effective Wall Height = 7.60 ft. Solid Masonry Area, Ae = 78.43 ia"2. •• ••• •• Actual Wall Thickness = 7.63 in. All. Axial Stress, Fa = 456.21 p8`'i: : s •• •• Depth to c.g. Steel = 3.81 in. A11. Bending Stress, Fb = 664.�7•p4i.'• : . : p Design Width = 12.00 in. All. Steel Stress, Fs = •32.004ksi. • • "e " Reinforcing Design = #5 Et 56 in. o.c. Axial Moment 35780 34153 32527 30901 29274 27648 26022 24395 22769 21143 19516 17890 16263 14637 13011 11384 9758 8132 6505 4879 3253 1626 0 + + + + + + + + + + + + 1748 1920 2093 2265 2437 2609 + 2779 + 2923 + 3024 + 3088 + 3113 + 3084 + 3015 + 2907 + 2763 2584 2374 2137 1881 1615 1353 1073 NOTES: Axial Load = Lb, Moment = ft -lb + = Moment Capacity o = Applied Moment Positive moment is defined as moment which causes compression on the outside face of wall. 622 P MM ENGINEERS Project ,Xkl%/ •: •:• rage • ••: ••• • • • • •• • - • • • • • ••• • • • Calculated by : •. • • bate • • •• Checked by PSP • ••• Date • •• •••• ••• •.• • • • • • • • • • • • • •••• • • • •••• •••• • ••• • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• Reinforcing Rev: 580000 '"� v� a o. Concrete Rectangular & Tee Beam Deti n • • • • • • • • • • • • • Page 1 • (c)1983-2003 Ena RCUC nee g Software 9 9 • • •••• carne • ••• • • Title : DAVID RESIDENCE Job # 05002 Dsgnr: PAM i • • i • i gate: i1;47,F M 719JAN 06 Description : RENVAT:ON s • •. : • i • • • • • • • • • • •• • • • • ••• Scope : CONC. SLAB • DESIGN ON TERRACE, OVER GARAGE, BLOCK UP OPENING AND NEW Description Conc. Beam 'General Information Span Depth Width • 15.00 ft 8.000 in 12.000 in Beam Weight Added Internally Code Ref: ACI 3?-O2, 1b9Z GBC; /903d�C, 9003 NFPA 5000 \1. ,1i_••• • fc ••• w3 • • i Rev: 580000 User: KW-0605358, Ver5.8.0.10� Concrete Rectangular & Tee Bearh.Dtsian'• • •' • (c)1983-2003 ENERCALC Engineering Software 9 t • • • • • ••• Title : DAVID RESIDENCE Job # 05002 Dsgnr: PAM • • • • • �' • sate: •1: fli , 13 JAN 06 Description : RENAWArIO.. • • • • • • • • • • • • • L. Scope : CAC. SLAB DESIGN ON TERRACE, OVER GARAGE, BLOCK UP OPENING AND NEW Description Conc. Beam •••• • • •• • •'• Page 2 da ltl .CaioWafons • •• • • Section Analysis Evaluate Moment Capacity... X : Neutral Axis a = beta * Xneutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As forOuetile Failure... X- Balanced ..... )(max =Xbal *0.75 a- max = beta * Xbal Compression In Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As ' [Additional Deflon..Calcs Neutral Axis (gross [cracked Elastic Modulus Fr= 7.5 *Pc".5 Z:Cracking Z:cxracking > 175:-No WWI Eff. Flange Width 4 Center 1.740 in 1.479 in 45.257 k 0.000 k - 45.260 k 3.847 in 2.885 in x•3270 in 175.044 k -444;.968-t 90.012 k 1.500 in2 1:240 OK • • • • • • • • •• ••• •• • • • • • • • • • • - - i I i . !' • • l!ioDt VIM . •' 1.740 in 1.479 in 45.257 k 0.000 k - 45.260 k Left End 1.7401n" 1.479 In 45.257 k 0.000 k - 45.260 k 3.847 in 2.885 in 3.270)n 75M 4-x- 90.012k 1.500 in2 0.000 OK • • • 3.8469 in 2.885 in 3.270 in 75.044 k 14.968 k 90.012 k 1.500 in2 0.000 OK ACI Factors (per ACI 318-02, applied AMC-1 & C-2 DL AC1 C-1 & C-2 LL ACI C-1 & C-2 Ste,... ....seismic ='ST * : 2.055 512.001n4.- 148.52 In�4 3,122.0 ksi 410.792 psi..:* 0.000 k/In° 12.00 in . Mcr :Max DL + LL R. _ (M :DL +LLyMcr Ms:Max- DL+U. +ST R3= (Ms:DL +LL+ST)/Mcr Ms(DL +LL) • Ms(DL +LL+ST) 4.38 k-ft 8.60 k-ft 0.510 8.60 k -ft 0.510 196.649 in4 196.649 in4 1 Internally to ente,ed toads) 1.400 1.700 1.700 1.1M ACI C-2 Group Factor 0.750 ACI C-3 Dead Load Factor 0.900 ACI C-3 Short Term Factor 1.300 Add *I *1.4* Factor for Seismic 1.400 Addl *0.9* Factor for Seismic 0.900 r • P M M ENGCONSULTING ( -3) rc PF Project • • •• • • - • Jage . • ••• •- •- , • • • • • • • • • • • Calculated by • : -:- • .`P to : •:• Checked by Date • • .•• • • • •• • • • •• • . • • • • • • • • • • • • • • • • • • • • • • • • . • • ••• • • • •••• •.. •• ••. • •• ... • • ••• • • • • • • • ••. •• • } • • • • • • • • •- . • • • i • •• II • • • • ilk VI L F W4s0 1-4 014 30 rr/e., % ) /47eF-7,. prAb D -- 25 P5r ('8f7-/z-t 5Fr/2) 4 / e'' &iiv Lrl ›. 7, rr revs, = /16- r,+s tom, - /tea Nom; 2{7 r- f fT/ 6.91 5 v0/ P dG /2 1 Title : DAVID RES,IDENNE, • • , . • •dob # 05002 Dsgnr: PAM • • . • ' : page:; 2QM, :16 JAN 06 Description : REi 1VA1 ON: • • • . • • ••• • • • • ••• Scope : CONC. SLAB DESIGN ON TERRACE, OVER GARAGE, BLOCK UP OPENING AND NEW l_kRev: User: KW-0805358, Ver 5.8.0.1- Dea2003 • • • • • • • • • • page 1 (0)1983-2003 c Engineering Software Concrete Rectangular & Tee Beaty des ign • • • • • ,, • moons • ••• • • Description Conc. Beam B -3 'General Information sPan Depth Width 15.00 ft 12.000 in 8.000 in Beam Weight Added Internally .. . . • •• •1. .• Code Ref: ACI S18-0;,,199= t$ ; U2001131 1C,00 NFPA 5000 pc ,.•:3� asI • I •1••..s Fy 60,000 psi Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned - Pinned Live Load acts with Short Term Reinforcing Reber @ Center of Beam... Count Size 'd' from Top #1 2 7 10.50in #2 2 6 2.00 in LLoad Factoring Reber @ Left End of Beam... Count Size 'd' from Top #1 2 7 10.50 in #2 2 6 2.00 in Reber @ Right End of Beam... Count Size 'd' from Top #1 2 7 10.50 in #2 2 6 2.00 In Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate Toads within this program is according to ACI 318-02 C.2 [Uniform Loads #1 Dead Load 0.619 k Summary 1 Live Load 0.192 k Short Term k Start 0.000 ft End 15.000 ft Span = 15.00ft, Width= 8.00in Depth =12.00in Maximum Moment : Mu Allowable Moment : Mn•phi Maximum Shear : Vu Allowable Shear : Vn *phi Shear Stirrups... Stirrup Area @ Section Region Max. Spacing Max Vu 37.36 kit 48.79 k -ft 8.85 k 30.26 k 0.220 in2 0.000 2.500 5.250 5250 8.847 6.695 5.000 Not Req'd 3.347 Beam Design OK Maximum Deflection -0.4861 in Max Reaction @ Left Max Reaction @ Right 7.500 Not Req'd 3.268 10.000 Not Req'd 3.268 12.500 5.250 6.615 6.81 k 6.81 k 15.000 ft 5250 in 8.767 k Bending & Shear Force Summary Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End [Deflection Mn*Phi 48.79 k -ft 48.79 k -ft 48.79 k -ft Vn *Phi 30.26 k 30.26 k Mu, Eq. C -1 37.36 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C-• 8.85 k 8.77 k Mu, Eq. C-2 28.02 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C-: 6.64 k 6.58 k Mu, Eq. C-3 18.12 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C-: 4.29 k 4.25 k 1 Deflections... . Upward DL + [Bm Wt] 0.0000 in at DL + LL + [Bm Wt] 0.0000 in at DL + LL + ST + [Bm Wt] 0.0000 in at Reactions... (51 Left DL + [Bm Wt]J 5.367 k DL + LL + [Bm Wt] 6.807 k DL +LL+ST +[BmWt] 6.807k • 15.0000 ft 15.0000 ft 15.0000 ft 1 Right 5.367 k 6.807 k 6.807 k Downward . -0.3785 in at 7.5000ft -0.4861 In at 7.5000ft -0.4861 in at 7.5000ft 1 Title : DAVID RESIDENCE ggb # 05002 Dsgnr: PAM • • • • •dates 2 :0DM •16 JAN 06 Description : REIVMA11014 : •: : • • • • • • • • • • • ••• • • • • ••• Scope : CONC. SLAB DESIGN ON TERRACE, OVER GARAGE, BLOCK UP OPENING AND NEW Rev 580000 c) 1983 -2003 ENERCALC Engineering Software Wert 58,ver5.8.0,1- Dec -2003 Concrete Rectangular & Tee Bea,i Design;% •• • • Description Conc. Beam B -3 [Section Analysis • • • • • •. • • • • •• Page II 3 11 ''' • • •• • • • -- •• • • Evaluate Moment Capacity... X : Neutral Axis a = beta' )(neutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced )(max = Xbal * 0.75 a -max = beta' Xbal Compression In Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Center 2.905 in 2.469 in 50.373 k 21.607 k - 72.000 k 6.214 in 4.661 in 5.282 in 80.817 k 41.463 k 122.279 k 2.038 in2 1.200 OK LeftEn •• 1 1 • • l a teed, • •2.905 in 2.469 in 50.373 k 21.607 k - 72.000 k 6.214 in 4.661 in 5.282 in 80.817 k 41.463 k 122.279 k 2.038 in2 0.000 OK 2.905 in 2.469 in 50.373 k 21.607 k - 72.000 k 6.2143 in 4.661 In 5.282 in 80.817 k 41.463 k 122.279 k 2.038 in2 0.000 OK • 1 Additional Deflection Calcs Neutral Axis (gross Icracked Elastic Modulus Fr =7.5`fc".5 Z:Craddng Z:cradcing > 175: No Goodl Eff. Flange Width 3.845 in 1,152.00 in4 673.08 in4 3,122.0 ksi 410.792 psi 0.000 kiln 8.00 in Mcr Ms:Max DL + LL R1 = (Ms•DL +LL)/Mcr Ms:Max DL +LL+ST R2 = (Ms:DL +LL+ST)/Mcr I:eff... DL +LL) I:eff... M DL +LL+ST) 6.57 k -ft 25.53 k-ft 0.257 25.53 k -ft 0.257 681.258 in4 681.258 in4 1 ACI Factors (per ACI 318 -02, applied ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST ....seismic = ST ` : intemally to entered loads) 1.400 1.700 1.700 1.100 ACI C-2 Group Factor ACI C-3 Dead Load Factor ACI C-3 Short Term Factor 0.750 Add"( "1.4" Factor for Seismic 0.900 Add"I "0.9" Factor for Seismic 1.300 1.400 0.900 1 PMM Consulting Engineers, Corp' Tel: 305-661-9918 Fax: 305 -675 -2350 P.O. Box 557823, Miami Florida 33255 • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • tructural Calculations Davis Residence Renovation 9275 Bayshore Drive Miami Shores, FI. 05002 09 -29 -05 •• • • • • • • •• • • • • • • • • • • • • • • • •• ••• •• • • • • • •• • • • • • ••• •• • Paul Martinez, PE FI Prof.: Reg., 42650 Z` Pages • • ••• • • • ••• •• •• • • • •• •• PMM Consulting Engineers, Corp..c4§135. •�• P.O. Box 557823, Miami Florida 33255 Project: Davis Residence Renovation Project No.: 05002 Design Parameters • Florida Building Code • Wind (House Addition, Garage) o ASCE 7 -98 o Wind Velocity 146 MPH o Category II o Exposure C o Kd 1.0 • Concrete Strength at 28 days — 5,000 PSI • Reinforcing - 60,000 PSI • Structural Steel, ASTM A36 — 36,000 PSI • Wood — Fb 1,200 PSI • Masonry — F'm 1,500 PSI (F'c= 1900PSI) Tel: 305 -Q61 -9918 Fax 3.05.-675-.2.35. 0 • • • • • • ••• • • • • • • • • • • ••• • • • • •• • • • • • •• • • • • •••• • • • • • • •• ••• •• • • • • • • • •.• •.• • Design Loads o Roof Loads • Live Load 30 PSF (20 PSF for roof slopes greater than 1- 1/2:12) • Dead Load 25 PSF • System Load 75 PSF o Floor Loads • Live Load 40 PSF • Dead Load 30 PSF • System Load — 75 PSF • Pile Capacity o Per attached report from Dynatech Engineering, Inc. Dated 9 -1 -05 • 3 1/2" Diam. Helical Piles 15 T Compression 2 T Tension • l6 , Project V4 L PMM CONSULTING ENGINEERS Calculated by Checked by • .. • • • • • •••• • •• •• ao • •• •• • • • • • • • ate :: : ••• • 124te • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • •• ••• •• • • • • • • • • • • • • • • • • •• • • • • • ••• ••• f'r c r s Izeir r v �'. L ) " E7© '= Q, a o : o e 11.5 (�S.Q ,*5 1Ztt � 4e 62" (Jew) 1' 4 k 1,r (km) T2.6 = oiri5 ItA eAvIce-- .242, PMM CONSULTING ENGINEERS Project Calculated by Checked by • • •• • • • • ••• rage. • •• •• • • _ • • • • • • • • • •••• • • • • •• • • data • • .. D� � � —.. • • • . . . • • • • • . • • • • • • • • • • • ••• • • •• • • • •• • • • • • • • • • • • • • • •• ••• •• • • • • • • • • • ••• •• W 1'''`?F D0 i PL. = to r rL )1.1 °p (4- Mu IV( 1140-621g 1 Ac-- a(? I oe 40Q. 011 irk • PMM CONSULTING ENGINEERS Project • • •• •• • • • Calculated by Checked by • • • • • • • • • • • • • ••• Q' • •• •• • ZJ .-.._• • . • • ••• • • • • •ate. • • • • natc •. • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • •• • • .• • •• • • • • •• • . Lo Kt) I . oi 600e) I • (foot() 4 C ck) L D lc 1ur 2215 • • • • • • • • ••• •• • • • • • • • • • • q.c► 501-e g 00114[61- 61-7A) , t. j_e2 tc Project DA-V15 LEP.* Tn.! ;•••,: •: • • CONSULTING Calculated by • ate•• : • ••• ENGINEERS Checked by PMM i� tv c.4:4/) PE a P. e. G9,46 P5F 76 P5? iir :1. • • • • • ••• • • • •• ••• •• • • • • • • •• • • • • • • ... •• ifV ."/Fr • • • • • • ;:; • • ,44 u -- 2,4-6 * r A (-0 iA .tr U V 0.0 / D _ a 2 g 1g 34,0 45 14,N = o. a ©33 x b -d = o,0033 x (i2X'4,s� O, l8 OBE 5 12" &7trOg 14 /2'44 7 P. lAi2 P M M ENGINEERS 541 1.?-- Dv ,eietel Fve Sly?? ' lM Pc2CJS 4-0 ,4 G /(/ L 01) j E,4v La � er 0,e94/ , s4,46 Project PAtits. e :•: P.Me :_: •• •: •;. • Calculated by • Fate Checked by • • D,i; — ••.• ••• �—.. • • • • • . • • • . . .`. • • • • • PSF 25 PsF- 75 PsF •• • • • • • • •• 1•• •• .• • • w • • • • • u �r L 4-4. = 'FC2 PS r x t Fr 2G P-r V /2 Fr • / Fr t 75 PST x / Fr o / 00 /!rf Vt,= • f626 le- 36a 360 Mix _ 0,20 /i0 G 0140 04 As ,ith' = p. 00 3 3 (6)(d) - c9, oD 3 (4, 5) /2) = a, /g adz �� S /2 "© /@ earreiff #i@ i2"% P M M ENGINEERS /P- 4'0,40 Project 2AV /s Calculated by Checked by v;.L I -v, . -- 2.5 Ps F 8�� .-, SLAG / CC laSF 5... T3ag ®. •. •. • . . . •-• • • Oat8 • . • • •• • • • • • • • • • • • • • • ••• Date ••• --. ----ice • • • •• • • • • • • ••• •••. ••• •••• • • • ••• • • • •• •.• •• • • • • • • • .. .. • • • ••• •• • 6624. ,1_ = 50 P5T x / ,Cr = 50 I/A-r 40 ta• 1,_ 2-5 P5 r x / Fr 4 /00 Psr x / f,- = / 25 #/rr t / 9 7 k Au_ocilA/31.E Dore -F--c_ . — Ot? data Al c • — O. 001 /A/ < 4, 2S /N 6 [ /.2 ©%C 0. oa3 3 (WCS) = ©, 00 33 (45) = P M M ENGINEERS 4--„:51, 46.4 Project 4•;. '''` '�- '-" . r , 0: : • • • • • ••• • • • Calculated by ' • • plate' • • • Checked by _. Date • • •••• ••• ••• • . • • • • • • • • ••• •••• • • • • • • •• • • • •• ••• • •• • • • • • • • • • Pv • •w;• . • sue+. �/e • •• • • • • • ••• •• 4 ) ' a 7 ' ) < / � Rev: 580000 Use KW- 0605358. Ver 5.8.0, 1-Dec-2003 (c) 1983 -2003 ENERCALC Engineering Software Title : DAVIDRE §IPET(ClE • • • : • • : • : • Job # 05002 Dsgnr: PAM• • • • • • 1=atb: 3:54'M, 29 SEP 05 Description :RENAVAgIOM • • • • • •• • • •. • • • • • ••• CONC. SLAB DESIGN ON TERRACE, OVER • GAIAGE, Qt.QCK VP OPENING AND NEW • • • • Page 1 • • • david.ecw:Calgdations Scope : Description 8" Reinf. C.M.U. Wall 'General Information Wall Height Parapet Height Thickness Reber Size Reber Spacing Depth to Reber • • •• • . • Masonry Wall Design: : • • • • • 10.00 ft Seismic Factor 0.00 ft Calc of Em = fm Duration Factor 8.0 In Wall Wt Mull 5 48 in 3.810 in @ Center .... • . •• .•• •• • • • • Code Ref: ACI 530-02 • 0.3300 • • fm• • ! • • 1',0.0 psi 900.00 Fs 24,000.0 psi 1.330 Special Inspection 1.000 Grout @ Reber Only Medium Weight Block Equivalent Solid Thickness 4.600 in • • Loads Uniform Load Concentric Mal Load Dead Load 701.000 #/ft Dead Load Live Load 180.000 #Ht Live Load Load Eccentricity 0.000 in Roof Load Roof Load 0.000 #/ft 0.000 #/ft Wind Load 53.800 psf Design Values E 1,350,000 psi Rebar Area 0.078 in2 n : Es / Em 21.481 Radius of Gyration 2.535 in Wall Weight 49.000 psf Moment of Inertia 354.810 in4 Max Allow Axial Stress = 025 fm (1 {h/140r)^2) * Spinsp Allow Masonry Bending Stress = 0.33 fm * Spinsp = Allow Steel Bending Stress = 'Load Combination & Stress Details Summary Top of Wall DL + LL DL + LL + Wind DL + LL + Seismic Between Base & Top of Wall DL +LL 0.0 1,126.0 0.0 0.0 20.40 DL + LL + Wind 8,070.0 946.0 29,662.9 426.3 17.14 DL + LL + Seismic 2,425.5 946.0 8,915.4 128.1 17.14 332.14 psi 495.00 psi 24,000.00 psi np k 0.03641 j 0.92137 0.23590 2 / kj 9.20187 i Axial Moment Load in-# Ibs 0.0 881.0 0.0 701.0 0.0 701.0 Bending Stresses Axial Steel Masonry Compression psi psi psl 0.0 0.0 15.96 0.0 0.0 12.70 0.0 0.0 12.70 Summary 10.00ft high wall with 0.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at center Max. Bending Compressive Stress 443.44 OK Allowable 658.35 OK Max. Axial Only Compressive Stress 20.40 psi Allowable 332.14 OK Max Steel Bending Stress 29,662.90 psi Allowable 31,920.00 OK 1 User. KW-0805358, Ver 5.8.0, 1-Dec-2003 (ci1983 -2003 ENERCALC Engineering Software Description 8" Reinf. C.M.U. Wall {Final Loads & Moments Title : DAVIDsRES1!3EPJ • • • • • • • • i • Job # 05002 Dsgnr. PAM. . • • • • pat#; i:54�M, 29 SEP 05 Description +RENAVA- hlION: • : : • • • • ••• • • • • ••• Scope : CONC. SLAB DESIGN ON TERRACE, OVER • GARAGE, [jl,�,CK IMP OPENING AND NEW Masonry Wall Design: • • • • • • Page 2 • .1. \ • • . • • _ • • ddia.eCw:Cei«aaea18 .• • • • •• ••• .• Wall Weight moment @ Mid Ht 245.00 Ibs Dead Load Moment @ Top of Wail Dead Load Moment © Mid Ht Live Load Moment © Top of Wall LiveLoad Moment @ Mid Ht Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = 0.00 in-# 0.00 in-# 0.00 in4 0.00 in-# • • • • Wind Moment MidHt• • • • • • .6,6'6.00 In-# Seismic Moment © Mid Ht 2,425.50 in-# • Total Dead Load Total Live Load 6,529.37 in-# 18,333.97 Ibs 701.00 Ibs 180.00 Ibs WIND98 v3-01 • • ••• • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • 9/29/2005 • • • ••• • • •• Wind Load Design per ASCE 7-9$ • • • • • • • • • • •' • • • • • • • • • • • • • Description: Davis Renovation Analysis by O.G. • Structure Type Basic Wind Speed (V) Structural Category posure Strut Nat Frequency (n1) Slope of Roof (Theta) ype of Roof Kd (Directonality Factor) Eave Height (Eht) dge Height (RHt) Mean Roof Height (Ht) idth Perp. To Wind Dir (B) idth Paral. To Wind Dir (L) ing Ratio (beta) Building 146 mph II C 1 Hz 3.01 Deg Monoslope 1 20.00 ft 21.00 ft 20.50 ft 63.00 ft 75.00 ft 0.01 Red values should be changed only through Main Menu° Type of Structure Height/Least Horizontal Dim Flexible Structure • • • • Importance Factor, • ••• •• Hurricane Prone Region (V>100 mph) Table C6-4 Values 9.500 900.000 0.105 1.000 0.154 0.650 0.200 500.00 ft 0.200 15.00 ft I[ [00rilf[1 eMM;_i E.:232 i�!1ciel'W�l� )0 Lzm For rigid structures (Nat Freq > 1 Hz use 0.85 Zmin Cc * 33/z 1.167 1* zm/33 Epsilon ust2 I.• UMW MaligilaitialiElD) Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 15.00 0.2281 427.06 0.9034 0.8742 0.85 ft ft Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 1 of 6 • • ••• • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••••••• • •••• WIND98 v3 -01 • • •.. . .. Wind Load Design per ASCE 7- & •; •. • • •. 6.5.12.2.1 Design Wind Pressure - Buildings of All I+leisahts (fen texiblel •' • Elev Kz Kzt qz Pressure(ib/ft^ti) _ • Windwart ilitair : ft Ib/ft'2 +GCpi • • •-QCpi ' , 21 0.91 1.00 49.72 24.91 42.72 20.5 0.91 1.00 49.47 24.74 42.55 20 0.90 1.00 49.21 24.56 42.37 15 0.85 1.00 46.32 22.59 40.40 • • • • •• • • • •• ••• • •••• • •• • • • • • • • ••• •• Table 6-7 Internal Pressure Coefficients for Buildings. Gcpi ndition Gcpi Max + Max - Open Buildings Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 1 0.18 i -0.18 9/29/2005 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 2 of 6 WIND98 v3-01 • • ••• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • ••• • Wind Load Design per ASCE 7 -98; •; • •; • • Figure 6-3 - External Pressure Coefficiebt .Cp • • • 6.. • • Loads on Main Wind -Force Resisting Systems igt% • •• ••• •• • •• ••• • • • • • •••• ••••• • • •• • • • • • • • ••• •• I Topographic factor (Fig 6-2) .00256*V"2 *I *Khcc *Kht *Kd indward Wall See Fi • ure 6.5.12.2.1 for Pressures Leeward Walls (Wind Dir Normal to 63 ft wall) Side Walls s erhang Bottom (Applicable on Windward only) ,,;WtrW,N6*W.triliickltt Dist from Windward Edge: 0 ft to 10.25 ft st from Windward Edge: 10.25 ft to 20.5 ft Dist from Windward Edge: 20.5 ft to 41 ft Dist from Windward Edge > 41 ft Dist from Windward Edge: 0 ft to 10.25 ft Dist from Windward Edge: 10.25 ft to 20.5 ft Dist from Windward Edge: 20.5 ft to 41 ft from Windward Edge: > 41 ft . . . * Horizontal distance from windward edge *MOB -0.90 -0.90 -0.50 -0.30 Jalsiont -0.90 -0.90 -0.50 -0.30 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com -28.33 -10.52 -38.34 -20.53 33.47 33.4 (E. ce -1. -46.75 -28.94 -46.75 -28.94 -29.93 -12.1 -21.52 -3.71 -46.75 -28.94 -46.75 -28.94 -29.93 -12.1 - 21.52 -3.74 9/29/2005 Page No. 3 of 6 Kh= Kht = Qh = • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • •• • • 9/29/2005 • • • • • • • • • • • • • • ••• • • • • ••• WIND98 v3-01 . • ••• .. Wind Load Design per ASCE 7481 • ; • • •• . • • ••• •• • • • • • • • • • • • • • • ••• • • • • • Figure 6-4 - External Pressure Coefficient. Ggpf • • • ••• • • Loads on Main Wind -Force Resisting Systems w/ 14t•<= 0•ft 2.01 *(Ht/zg)"(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V)A2*impFac *Kh *Kht *Kd •• • • • 0.91 1.00 49.47 Case A Surface GCpf +GCpi -GCpt qh (Psf) Min P (Psf) Max P (Psf) 1 0.40 0.18 -0.18 49.47 10.88 28.69 2 -0.69 0.18 -0.18 49.47 -43.04 -25.23 3 -0.37 0.18 -0.18 49.47 -27.21 -9.40 4 -0.29 0.18 -0.18 49.47 -23.25 -5.44 5 0.00 0.18 -0.18 49.47 -8.90 8.90 6 0.00 0.18 -0.18 49.47 -8.90 8.90 1E 0.61 0.18 -0.18 49.47 21.27 39.08 2E -1.07 0.18 -0.18 49.47 - 61.84 -44.03 3E -0.53 0.18 -0.18 49.47 -35.12 -17.32 4E -0.43 0.18 -0.18 49.47 -30.18 -12.37 5E 0.00 0.18 -0.18 49.47 -8.90 8.90 6E 0.00 0.18 -0.18 49.47 -8.90 8.90 p = qh * (GCpf - GCp • • • • • • • • ••• •• Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 4 of 6 Kh= Kht = Qh = • • ••• • • • ••• •• •• •. • • •• •. • • •• • ••••• • 9/29/2005 • • • • • • • • • • • • • • • • • • • • • WIND98 v3-01 Wind Load Design per ASCE 7-Pft ; • •.. • ••• • • • •• • • • • • • • • • • • ••• • • • •• • • • • •••• •••• • • •• • • • • • • •• ••• •• • • ••• • • •; • •• • • Figure 6-4 - External Pressure Coefficients Gtp #,e ;•; ;,, Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht /zg)^(2/Aipha) Topographic factor (Fig 6-2) 0.00256 *(V)^2 *impFac *Kh*Kht *Kd 0.91 1.00 49.47 Case B Surface GCpf +GCpi -GCpi qh (ice Min P (Psf) Max P (ps 1 -0.45 0.18 -0.18 49.47 -31.17 -13.36 2 -0.69 0.18 -0.18 49.47 -43.04 -25.23 3 -0.37 0.18 -0.18 49.47 -27.21 -9.40 4 -0.45 0.18 -0.18 49.47 -31.17 -13.36 5 0.40 0.18 -0.18 49.47 10.88 28.69 6 -0.29 0.18 -0.18 49.47 -23.25 -5.44 1E -0.48 0.18 -0.18 49.47 -32.65 -14.84 2E -1.07 0.18 -0.18 49.47 - 61.84 -44.03 3E -0.53 0.18 -0.18 49.47 -35.12 - 17.32. 4E -0.48 0.18 -0.18 49.47 -32.65 -14.84 5E 0.61 0.18 -0.18 49.47 21.27 39.08 6E -0.43 0.18 -0.18 49.47 -30.18 -12.37 = - �cpi Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 5 of 6 " WIND98 v3 -01 Wind Load Design per ASCE 7 • • •.• • • • ••• •. •• • • • • .• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • •• • • • • • • • • • • • • . •.• .••• •. • •..• .••• • • ••• • • • • .. . . • •• ••• •• Fiqure 6 -7A - External Pressure Coefficie'tsts :tie t: •.: ' • • Loads on Components and Cladding for Buildings w/ Fib • • ; • • • for Monoslope Roofs a = 6.3 Theta I 6.30 ft W of Ht 9/29/2005 Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (ib/ft" 2) Max Min Max Min all 1 10 33.33 4 0.82 -0.91 49.32 -53.77 all 1 10 33.33 5 0.82 -1.09 49.32 -63.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Note: * Enter Zone 1, 2 2', 3, 3' (See sketch). 4 & 5 (Wall Zones calculated ner Fin 6-5A1 * Use 1 H, 2H, and 3H for Roof Overhangs (Per Fig 6-5B) Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 6 of 6 Project •• •• '•' • •'• Noe: • . . • • • • • • • • . . • P � CONSULTING • • • • Calculated • by : :.:.::Data •: ENGINEERS Checked by • • • • Date , • • • • • • • • • • • • • • •••• • • • • • • • • • • • •• • • • • 7. ••- •., • • •• ••• •• • • •' • • • • • • • . • • • • • ,..^ • • • •• • • • .. ••. w/. 2-e °. 2 :.4z..9 6/61O, +, ) oe €,-;:ce. %8 (/0-0 r5/ 7 ) asebRIIMINO -54 o • e../"S. .2. -- /.2 _41. k/),/ '. ;,fir # 80� & / r d.� • / °'¢s f ix- C/ .fie. - °'/ iff!, 'r Rev: 580002 User: KW- 0805358. ver 5.8.0, 1-Dec-2003 (c} 1983 -2003 ENERCALC Engineering Software Description Title : DAVID RESIDENCE. • • • • • *Job # 05002 Dsgnr: PAM i • • • i i i baie:•?0 484n, 30 SEP 05 Description : FtNA\TATION : •: • • ••• • • • • ••• Scope : CONC. SLAB DESIGN ON TERRACE, OVER i 1 Rev: 580002 User. KW-0605358, Ver 5.8.0,1- Dee -2003 (c) 1983 -2003 ENERCALC Engineering Software Title : DAVID RE SIDENOE • • • • • • s •' • Job # 05002 Dsgnr: PAM • • • • • •pate •10:48AM, 30 SEP 05 Description : dENAYATIbN : •: • • ••• • • • • ••• Scope : CONC. SLAB DESIGN ON TERRACE, OVER .GARAGE, Bl•(cK Ur OPENWIG AN® NEW Steel Beam Design; : •' • _•, ; • • Page 2 • • i • • ai � • �d�jid.ecw:Calaa sia8txls Description C12x20.7 Steel Channel Check at Existing TB Section Properties C12X20.7 •• • • • •• • • •• ••• •• • • • •• • • • • Depth Web Thidc Width Flange Thick Area Xcg Dist. Values for LRFD Design.... J Cw 12.000 in 0.282 in 2.940 in 0.501 in 6.08 in2 0.698 in 0.369 in4 112.00 1n6 Weight Ixx Iyy Sxx Syy R-xx R-yy Zx Zy K 20.65 #/ft 129.000 in4 3.860 in4 44.000 in3 1.720 in3 4.610 in 0.797 in 25.600 in3 3.470 in3 1.125 in •• • • • • • ••• •• [Sketch & Diagram f 0 182 Mont. 63.2k -2 Dmmt =-0.8851n R6=0.14.0461( Vote: a left =14.0484 1.54ki2 4414 3[00 "2528 a" II.04 e.32 14.05 1[70 OX 7.02 460 234 Rmta - 14.046k OA Vmattert -14..$ 3A8 Lii� 41.07 10.45 Li.03 Beam hear • .0.11 -022 -033 -0.4a 4165 660 4117 4168 41.08 DefleitIon .06 Loc11631 (02 73 338 535 710 8.00 77 Locetbn tftt 12.58 14 3D (0.10 103 Rev: 580002 Use KW- 0605358, Ver 5.8.0.1- Dec-2003 _ (c) 1983 -2003 ENERCALC Engineering Software Title : DAVID RED II Nel • • a, • •; • `•Job # 05002 Dsgnr. PAM • • • to • )ate: A0:48AM, 30 SEP 05 Description : RkNAv vrION • • • • • • ••• • • • • ••• Scope : CONC. SLAB DESIGN ON TERRACE, OVER GAR.%GE, BLij(UP, OPENING ANp NEW Steel Beam Design ;_ ; •; • _ •; • ; • • • • Page 1 Description C12x20.7 Steel Channel Check at Existing TB • • l • l l •• • • • •• ••• •• 'General Information Code Ref: AIS894h t Up? 2iO3 ISO; 2003 NFPA 5000 Steel Section : C12X20.7 Center Span 18.00 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft 'Distributed Loads DL LL ST Start Location End Location Summary Pinned - Pinned Bm Wt Added to Loads LL & ST Act Together •pry • • • • • • • • 56.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #1 1.100 0.440 #2 #3 #4 #5 Note! Short Term Loads Are WIND Loads. i #6 #7 kfft kfft kfft ft ft Using: C12X20.7 section, Span = 18.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF =1.000 Actual Allowable Moment 63.206 k -ft 87.120 k -ft fb : Bending Stress 17.238 ksi 23.760 ksi tb /Fb 0.726:1 Shear fv : Shear Stress fv / Fv 14.046 k 4.151 ksi 0.288 :1 48.730 k 14.400 ksi Beam OK Static Load Case Governs Stress Max Deflection Length/DL Defl Length/(DL +LL Defl) -0.985 in 305.3 :1 219.2 :1 'Force & Stress Summary <<- These columns are Dead + live Load placed as noted -» DL LL LL+ST LL LL+ST Maximum Oniv (t Center fa Center CD Cants al Cants Max M + 63.21 k -ft 45.39 63.21 k-ft Max. M - Max. M @ Left Max M © Right Shear © Left 14.05 k 10.09 14.05 Shear @ Right 14.05 k 10.09 14.05 k -ft k-ft k -ft k k Center Defl. -0.985 In -0.708 -0.985 -0.985 0.000 0.000 in Left Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction © Left 14.05 10.09 14.05 14.05 k Reaction © Rt 14.05 10.09 14.05 14.05 k Fa calc'd per Eq. E2 -1, K'Ur < Cc 1 Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Title : DAVID SIggN!. • • • • i • • i • :Job # 05002 Dsgnr. PAM • • • • • Oaie: •10s48AM, 30 SEP 05 Description : • • •• I NA\. TIc N • � • • • • • • ••• Scope : CONC. SLAB DESIGN ON TERRACE, OVER •GARAGE, BL j(U OPENING A1ANEW Steel Beam Design: ; • •; • •• ; • ; •• Page 2 • •' • \ 4% N.' ecw:Cakada8oru Rev: 580002 User. KW- 0605358, Ver 5.8.0,1- Dec -2003 (c) 1983 -2003 ENERCALC Engineering Software Description C12x20.7 Steel Channel Check at Existing TB •• • • • •• ••• •• Section Properties C12X20.7 • • • •.• • • • • Depth Web Thick Width Flange Thick Area Xcg Dist. Values for LRFD Design.... J Cw 12.000 in Weight 0.282 in boc 2.940 in Iyy 0.501 in Sxx 6.08 in2 Syy 0.698 In R -roc Ryy 0.369 in4 Zx 112.00 in6 Zy K 20.65 #/ft 129.000 in4 3.860 in4 44.000 in3 1.720 in3 4.610 In 0.797 in 25.600 in3 3.470 in3 1.125 in •• • • • • • ••• ••• [Sketch & Diagram Ftmax 14.0463 Vmas ® loft 14.041i 0321 9020 4434 ,.3723 3100 2028 1224 0.32 1420 1120 030 7M 4 2.34 Rmix m 14.04611 s . 0.0 Wpm 01) 141 349 -027 10.45 1323 Beam Shear • 535 0.00 10.11 12.50 1..30 10 162 Leman f93 -0.11 -032 -033 g -0.44 -0.55 -0a7 4.77 -029 -025 Doffs Ion .73 30l 838 .10 620 LoceBan f93 .77 1220 1..30 1520 162 1 F. Michael Steffens, P.A. ARCHITECT AA 0002904 INTERIOR DESIGN IB 26000576 TRANSMITTAL To: Miami Shores Village 10050 N.E. 2 Ave. Miami Shores, FL. 33138 Attn: Building Department Project: Davis Residence We are sending you: By Mail Overnight By Courier Second Day Hand Delivered Express Mail The following: For: Drawings Samples Computer Disk Specifications Originals Product Literature Prints Other Review and Comment Record Revision Copies: Date: Description: Copies to: 161 Aragon Ave. Coral Gables, Florida, 33134 305.448.5299 Voice 305.444.0842 Fax fmsarch @attgiobal.net E -mail Date: 02 -06 -06 By: (2) sets revised permit plans w/ survey. Incl. sheets: A -100, 300, 301, 302, 500, 501 S- 1,1.1,2,3,4 P -100 E -1.0, 2.0, 4.0 A/C -301 Review comment sheets w/ responses JOB ADDRESS: V75 APPLICANT: 54 Q. 5 ZONING CRITIQUE SHEET PERMIT # APPLICATION: p c4:5,--rrz.raf) DATE INITIALS .. 0 (:) Pr.:7 a . , „;,, „.) 4,46,-ker .5-; Ve. pin. Pi 51,,,,,,,,,,' )e).\- w/ (01 :.--ko rtAA-0-LRA s 4 1 .5 iiig);-, ) .vt ez + i'') r 1 4.1r,:- :? 16> ii ce .,-- o -.-, t,a)71-t, 71'0'11 h , t. (41 t..^..f.ce..›e'ts• -,,..,) (- 11) kL e-da. A-soo A..so/A sot ititisko‘s 1aCea4211.11/41 70nox1 Cratmoitot-a i^s Apr AsoAl 4-0,36 <Afe4 A-too 4)a; 4- A1,012 Werg : PaokstisS Cemftkp,Wrob 41,110104.■ 'btu" AV or A.%eit orroreollor Wu% t*brztv6 Icho P.404* iv,4006 pl • rars4vi 1106.• a 02/02/2006 16:01 3053715749 DAVIS LAW GERSON'LAW PAGE 01/01 02/02460013 14:56 MIAMI SHORES VILLAGE 4 93053715749 NO.887 P001 7r" Miami Shores Village Building bepartment 10050 N.E.2nd Avenue 's Wang Shores, Florida 33138 Tel: (305) 795.Z204 Fax (305) 75611972 Permit N4. °S''.16111 3 .Yob Name Pe Pi 5 DteI/3O At, _ /275. 0.0 ,Slore Iteretoddi STRUCTURAL CRITIQUE SHEET axelt GG Yr ,r f' enter L . ) 8 t. .7-4/ ch#'4' %acez 197" 3' r f tt)lil 45-PPiia hDw $ flaw addi oticAr eg 13 '/14 whk• • eut L, erg. 11 ' 0 $g6• Y4 ed. 6 P.'S . 1 a17/$ C2rem - s Cara- 1YJexPld r -eft z or r _ LCD 1343u u,. G SI•I ewe N. Cam) 3 = s1 �-� 3054440842 F OM : 1! MS ARCHITECTS FAX NO. : 3054440842 Feb. 03 2006 07:07PM P1 F. Michael Steffens, P.A. ARCHITECT AA 0002904 INTERIOR DESIGN IB 2600057E FACSIMILE TRANSMISSION FAX NO. 305- 756 -8972 TO Miami Shores Village ATTN: Building Department -- Structural Reviewer CC: Jeff Davis FROM: Mike Steffens DATE: 2133/06 No. of Pages ( 2 ) including this page. SUBJECT: SHOULD YOU FAIL TO RECEIVE ALL OF THESE PAGES IN LEGIBLE FORM, PLEASE CALL F. MICHAEL STEFFENS P.A. AT (305) 448 -5299, AS SOON AS POSSIBLE. COMMENTS: Item No.1 I will bring revised structural drawings on Monday. Item No.2 See "Partial Ground Floor Plan" revised sheet 8-4 for location of aluminum columns. item No.3 Sheet 5-2, Second Floor Plan, indicates four (4) new tie columns (TC -1) arid new block wall as called out in detail CIS -1.1 IMPORTANT NOTICE: PRIVILEGE AND CONFIDENTIALITY NOTICE; This facsimile is covered by the Electronic Communications Privacy Act, 18 U.S.C. 2510- 2521 and is legally priivileged, The contents of this facsimile message and any attachments are intended Solely for the party or parties addressed and named in this message. This communication and all attachments, it any, are intended to be and to remain confidential, and it may be subject to the applicable attorney , client and or work product privileges. It you are not the intended recipient of this message, or if this massage has been addressed to you in error, please immediately alert the sender by phone Or facsimile and than dispose of this message and its attachments. Do not deliver, distribute, or copy this message and or any attachments 'rf you are riot the intended raCfpient. Do not disclose the contents or take any action in reliance upon the information contained in this communication or any attachments. FROM : FMS ARCHITECTS * FAX NO. : 3054440842 Feb. 03 2006 07:08PM P2 02/02/2005 16 :01 3053715749 DAVIS LAW GERSON LAW 02/02/20e6 14:56 MIAMI SI.ORES V I LLAGF 3 93053715749 Miami Shores Village Building bepartment Mlarni • PAGE 01/01 NO.087 Gan 1o050 N,E.2ad Avenue Shores, Florida 33130 Tel; (305) 795i204 Fox: (305) T5613972 Permit No. Job ?sae tq2 tr% q'z 7 F 94#10-0 STRUCTURAL CRITIQUE SHEET "'b."... F how 5 /law reel — •. P ar . .s ~- C-45167id iolt i- ' r 7 . /'If iide U Oft 1\ 'M.. Co S1.1 CAA J 1 v1 ^ INTERFDRCE TAB STRUCTURAL REINFORCEMENT SYSTEM Raised panel design with • detailed wood -grain texture InterForce' Structural • Reinforcement System • Impact Resistant Steel Skin Ant-Distortion End - Stiles • The IntErForce The patented InterForce- Structural Reinforcement System is a stiffening, steel framing system embedced along the perimeter of each door section. By sJrrounding each doer section, the lnterForce' is able to unify the individual door systems and magnify the door's resistance to the extreme ng and pulling effects of severe windstorms without additional reinforcemert. Wher local building coces call for higher wind resistance, the emoedded Interrorce'" system allows the door's degree of wind resistance to be easily increased by permanertly attaching slender reinforcer lent bars on the backside of the door. Unlike bulky conventional reinforcemert beams, tnese slender reinforcement bars co not signi=ficantly reduce the overall garage space With this factcry- installed stiffening system, the Inter-Force- eliminates the expense of reinforcemert kits or othe' sim;far approaches usually required prior to ins -ailing electric door operators. The built -in reinforcement system also serves as an excellent nnethod to prevent sagging ano owing, which is generally associated with wider doors. Our Vision is SimplE To innovatE garage door systems that are unmatch€d in the industry. Garage door systems EngineEEred and fabricated by DAB are designed for the purpose of minimizing damage to property from the effects of extreme windstorms and airborne debris. • • • .• • • • • • ' • FND 1/ IP NO ID D • • • •••••• • •• • • •••• 4. 0' .0 0.50' BOUNDARY SURVEY BISCAYNE BAY /WATERLINE / / 1.3 CONC. SEAWALL 83.00' 5 00 44' 11 ce, LOT 3, BLOCK 4 SKETCH OF SURVEY SCALE. 1' - 20' FND 1/2' IP & BLK COR X N 0' OJ z LD 00 38.00' 3 45 3' IRON BAR 6.80' 8.50 0.00 0.00' POOL TILE POOL DECK 3' IRON BAR 6.50' D CBS BBO PLANTER 20.80' 7 16.00' 25.65 17.80' TILE TERRACE CONC. 36.70 ROOF 2.55 in m U v 2 STORY RES • 9275 CBS 16.25' 5' 25.60 ASPHALT DRIVEWAY 2.00' 17.00 6 6.45' A/C 4.20' " m 28.30' FND 1/2' 1P NO ID ON PL 0,45' CL x 100.70' FND 1/2' IP NO ID / 17.50' 83.00 N 00 37 32.50' 15" E 10) CV Cr CO z N CO r CO LOT 5, BLOCK 4 METAL UTILITY SHED ON CONC. END 1/2" 1P NO ID CL NORTH BAYSHORE DRIVE (14.0' PAVEMENT) -- -- JL---- - - - - -- 50.0' TOTAL RA CERTIFICATION OF BOUNDRY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE AND BELIEF; THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE BOARD OF PROFESSIONAL LAND S EYORS CHAPTER 61017 -6 FLORIDA ADMINISTRATIVE COD 'UR° A �l SECTION 472.027, FLORIDA STATUTES. GENERAL NOTES. 1) BASIS OF BEARING. AS PER PLAT ( N. BAYSHORE DRIVE -S BE 44' 11' V) 2) ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL GEODETIC VERTICAL DATUM( N. G. V. 0.) 3) LOCATION AND IDENTIFICATION OF UTILITIES ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SECURE AS SUCH INFORMATION WAS NOT REQUESTED 4) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5) THIS SURVEY I5 NOT INTENDED FOR CONSTRUCTION PURPOSES 6) ENCROACHMENTS AND VIOLATIONS ON SURVEY(IF ANY). LEGAL DESCRIPTION LOT 4 IN BLOCK 4 OF BAY LURE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. LEGEND. FND - FOU1O CM - CONCRETE MONUMENT IR - IRON ROD IP - IRON PIPE R/W - RIGHT OF WAY POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT PC - POINT OF CURVE POC - POINT ON A CURVE -x -- CHAIN LINK FENCE �— WOOD FENCE PB - PLAT BOOK P - PAGE M - MEASURED D - DEED R - RADIUS A - ARC A - CENTRAL ANGLE C - CHORD X.XX ELEVATION -I —I- NON- VEHICULAR ACCESS LINE • . • - CONCRETE -U- - OVERFEAO LINE 0 - MANHOLE ® (H - CATCH BASIN 1' COMMUNITY NUMBER 2: PANEL NUMBER SUFFIX 4: DATE OF FIRM INDEX 5: FIRM ZONE 6: BASE FLOOD ELEVATION 120652 93 J 7/17/95 AE 8.00 -TREE JULIO S. PITA, P.L.S. PROFESSIONAL LAND SURVEYOR LICENSE NO. PSM 5789 STATE OF FLORIDA JULIO S. PITA9 P.L.S. LAND SURVEYORS 7821 CORAL. WAY, SUITE 121 MIAMI, FLORIDA 33155 PHONE. (305) 262 -2404 SECTION: 06 - 53 - 42 I COUNTY: DADE CERTIFIED To:CESAR M. NASCIMIENTG CARLA S. APONTE BANK OF AMERICA, ITS SUCCESSORS AND /OR ASSIGNS, ATIMA HERNANDEZ - SUAREZ & ASSOCIATES, P.A. ATTORNEYS TITLE INSURANCE FUND, INC. 9275 N BAYSHORE DRIVE, MIAMI SHORES, FL. 33138 DATE: 4- 22 - 00 ' REF: 00 - 08 - 4 1 DWG: GL2634 Miami Shores Building Department Chart Address: ♦2-145' Permit 1 No. 0 %- /s'b Product Approval Schedule / Comparison Opening Description of Window Product Acceptance Product Approval Design Pressure ( +) PSF ( -) PSF Openin • Best_ n Pressure ( +) PSF ( -) PSF Rough Opening Size butter Required Yes / No alullion Required Yes / No Impact Yes / No ID or Door or Mullion Number S S -( _' Zk7J �+a Yes Knot COCA . NO o2 1, k 5t.S, -.99.1 Ste 41 o ND 03. if 41 k10 WO04 NOT OM) ---- ---- -- . - ----•• SQVI 41,.Cat.- Oil- OMM . ol iia --1v limb - 5.3 1to xq(0 140f0 SI.- tels. • C* Volt•0" 470 "70 %WS -408 t3Ve it, NOW vfteyz % 4j$ -+ •2 k {(o 140 VI .. +41-?7-454.1) a i NOi5 i, i` J•b -451.2, a NODE, S(.. (ii.. Ot 0441G• al a -70 *49.1 - 5q -'t. 0'to )(tiro MOD1 4c..coe t-. : 04.0471,1* 01 ti-lo -10 h4fR1 -61-1- t. V-► ,•• IC low 1'1 v. or , ash 401 lc ilie • • • • • - • • • •••• •• • • • • • • • • • • • •• • • MMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • •• •• • • • • • • • • • ••• • • • ••• • e r •• 401 • .. • • I. • • N •• • /• •• • . e • .••• • , • ■ • . •• .• • • ' • ••• • • • MIAMI 4i •A„ M COUNT:4 FLOMDA • • MtIRt5 -DA.DE Ff AG%EI B+UIiD NG 140 }ES1FLAGILER SIEREET:3UTTE•1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17 /02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 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 03- 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS R/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. �•,..: HEATVTRENGTI IEl7GLA S W/ AN .090 INNER LAYER OF • SOI.611A OR DUPONT PUB. • C. 7 /161PLAIIAINATED aim COMPRISED OF (1) LITE OF 3/16" • • ANNEALED GLASS ; Np•(1) LITE OF 3/16" HEAT STRENGTHENED GLASS Wi':AN .098 JONI LAYER OF SOLUTIA OR DUPONT PVB. • • • •'D. 7/16 "'LAMINATED GLApS COMPRISED OF (2) LITES OF 3/16" HEiI'S'TRl<NGTHEI7EDGLASS Wl AN .090 INNER LAYER OF • • SOLUTIAbR DUPOMT PVB. • 'E. 13/16" T.G. GLASSI PRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH • " A 3 /j);. L SPACE �/ Wt LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA • • OR DUPONT INNIRI A "4ER. •: •P.•@ONFICiCIRATIONS: X7XX, )tD, OX, XOX, O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOTAPPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E.F - 4. F. FOR 4 -2 -4 "XOX" & "0" CONFIGURATIONS SEE SHEET5. G. FOR s4 3 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL =WS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED SITE ONLY MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 NOA DRAWING TABLE OF CONTENTS SHEET 1 2 3-4 5-8 9 10 10-11 11 12 NOTES GLAZING DETAILS ELEVATIONS DESIGN PRESSURE TABLES SECTIONS CORNER CONSTRUCTION EXTRUSION PROFILES PARTS LIST ANCHORAGE •- JAMBS: • •' • —r • SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRODUCT REVISED 9" complying with the Florida Bolding Code Acceptance No iration Date By //i fA Mieani " e Prd.ct MEd RevedBy. Dffie: FIG 3/17/03 Road 8y Dale: FR K 3 X23103 av�y.Dme` Revision: A *maws: ReNUaia: C REVISE ANCHORAGE NOTE 4 ADD 13/16' 1.G. & MOVE GLAZING DETAILS TO SrdEET 2 NO t7-IANGE THIS SHEET Drawn a9 F.K. Dar 12/17/02 DDiy Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better CA -740 NTS 1 01 12 7045 -8 c "74G/G'3 Lucas A. Turner, P.E. PE k582111 Mechanical .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED GLASS Hs-- 1/8" HEAT STRENGTHENED GLASS • •. • • • • • •••- • • • • •- •. • - • • .65° NOM. GLASS BITE • • • • • •• • • • i- • • • • ••••.• • I • • • •• ••- ••- • • • • 5:16'.1 AMINATED • • • • • GLAZIr4'G DETAIL •- • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/8° AIR SPACE 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 118" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS --- .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT �— STRENGTHENED - GLASS C .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAL .65" NOM. GLASS BITE 13/16" I.G. GLAZING DETAIL PRODUCT REVISED as demplying With the Florida Deriding Code Acceptance No Es ration Date . A., .IS'JGkk era; •62 BY Miami de Product Control Roved By F.K. Roved By 5K Rend Or Data 3/25/03 Date 7110/03 Item: Ra B REDRAW GLAZING DETAILS & ADD 13/18'1G. Revisions: C NO CHANGE THIS SHEET Revision:: __Or F.K. Deter 03/25/03 Chookeday Data 1070 TECHNOLQGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. Fl. 34274 ec� Visibly Better D GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Swl%•YOOak So[a: Meat ma+vNe. CA -745 NTS 2 m 12 7045 -8 7. Ac- .3 Lucas A. Tumor, P.E. PE 458201 M2tsnical 1 1/2" • • • • • / •• • • CENTERLINE T� t '. 11/21 \ 1( •• • • •. • •• • " • • ••• .• ANCHOR LOCATION TYP. • • • • •• • •r•• • • •••• MID -SPAN ANCHt5Ri3ETAIL (StE SHT. 1 NUT a • . • •• • • • ••.• • •••• ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) ANCHOR LOCATION r TYP. 7" 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. DAYLIGHT -•- OPENING SEE MID -SPAN ANCHOR DETAIL TYP. (2) Rama Or F.K. Roved 9y F.K. FK y Ores" Dy F.K. � l 13" MAX. O.C. 4" MAX. f 4" MAX. -- 3/17,03 Reva7ms A 134" MAX. WIDTH 53" MAX. ODAYLIGHT PENING I14I LI DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30" MAX. SILL OF "X" PANELS, } DAYLIGHT -- TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 °- SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. L 4 "MAX. 4" MAX. �. t 30" MAX. -- DAYLIGHT -- OPENING X SEE METING RAIL - DETAIL `TYP. (2) \ / • 141/2" MAX O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) A. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 3- 7" MAX. VENT TYP. 0 13" MAX O.C. 1 - 60" MAX. FIXED 56" MAX. DAYLIGHT OPENING 63" MAX HEIGHT / - 1 14112" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) REVISE ANCHORAGE 3/25/. /25/03 Date 7110103 Revisions: 8 Rev/dons. c CHANGE SHEET NO. REFERENCES ADDHINGE LOCATION DETAILS oeoe: 12117/02 CMc"de7. Dare: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 _GAT Visibly Beater i 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED as emptying with the Florida Balding Cede Acceptance No I .0 ,11. a E lion Date 2:AIV r,, Hy //. 1 4 Mlam tmd•et Div p 2 aa"bnm "XX" & "XOX" ELEVATIONS Talk ALUMINUM CASEMENT WINDOW, IMPACT Sens CA•740 NTS Shalt 3 er 12 floating Na 7045-8 et -7/(O/02 Lucas A. Turner. P.E. PE p58201 Mechanical 32" MAX. WIDTH 25" MAX. DAYLIGHT OPE ING • ••_ • • •••••• SEE„,„,„: • MIS? -SPAN ••••ANCHOR•'•• • •' DETAIL SHT. 3 • • •"• .t� P.(21• r • • •1•••• • • 1 qn �•+ • • • • • MAX. • • • ••• • 4" MAX. 14" MAX. L 1- • ••• i. 'i • • •• • • • • • • • • • -•• •• I • • r/ • • • ••• • • • • •, •• •• • •, • • DENOTES HNGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HNGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 65" MAX. DAYLIGHT OPENING 72" MAX. HEIGHT 141/2" MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72° HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR_ DETAIL SHT. 3 TYP. (2) 13" MAX. 0.C. - -HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL Rend ay FJC F.K. Rayed Elp F.K. Ikon 13, F.K 141/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 37" MAX. WIDTH— 30" MAX. DAYLIGHT OPENING 56" MAX. DAYLIGHT OPENING 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 63" MAX. HEIGHT 1 141/2" 4" MAX. I MAX. Q.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 4° MAX. 36" MAX. 53" MAX. — DAYLIGHT -- OPENING 97" MAX. WIDTH DAYLIGHT OPENING 13" MAX. O.C. 4" MAX. 60" MAX. WIDTH 53° MAX. DAYLIGHT OPENING O _ 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT -1I 4" MAX. T L. ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37° MAX. VENT MAX. O.C. 60" MAX. FIXED ELEVAT ON "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -6 FOR PRESSURES) PRODUCT REVISED es rnalplyhag with the Florida Belding Cade Accri,tance N" • atdon Otte By Miami DMA • • ,i` 11l e Product CotWaldillp Dahr 3/17/03 llevleiorsx A REVISE ANCHORAGE Deft 3/25/03 Data: Rev"ni": 8 CHANGE SHEET NO. REFERENCES 7/10/03 Reutmm, C ADO HINGE DETAIL& HINGE LOCATION NOTES 12/17/02 Medoff By F.K. eme: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. BOX 1529 NOKOMIS, FL 34274 P k r Degaiptlon `Xn, "0' "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Se"asiMed r CA -740 Saatev NTS ' 12 7045 -8 Row C 7/to%3 Lucas A. Turner, P.E. PE 58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) 'X' WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 E. 13/16" LAMI (1/8 "HS,3 /8" SPACE, 5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) "x" WIDTH • 19.125 • .•• • •• . • • • • •. • HEI3HT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.000 NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS •A• -90.0 70,0 -$Q.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 • Z4y,000 •26.500 B"j =90.0 •R `-90.0 700, 70.0 70.0 t90.Q -90.Q A -90.0 •� :•30•00o ae 000 ' -90.0 70.0 70.0 70.0 70.0 70.0 B,E' -90.0 X000 EL, :7.-0 B, L' -75.0 7C.9 70.9 70. ' Stboo A• 4 075.0 70.0 70.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 ;9041(1. ;PM -90.1 -90.0 -i5.b. 75.0 70.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -58.5 -90.0 -53.8 58.5 -56.2 70.0 -90.0 53.8 -50.4 56.2 70.0 50.4 -90.0 -47.7 70.0 53.4. 70.0 47.7 -90.0 70.0 -90.0 70.0 -51.3 -90.0 51.3 70.0 45.6 -49.8 49.8 -48.3 -90.0 -422 48.3 70.0 42.2 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -75.0 70.0 70.0 -90.0 -65:5 70.0 65.5 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -87.8 -84.4 70.0 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 -70.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 =47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E ,s75.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37.000 B,E -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZE TEST REPORTS: FTL-3580, FTL-3587 -90.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "R WIDTH 37.000 A 26.000 NEG POS -75.0 70.0 31.000 NEG POS -75.0 70.0 36.000 NEG POS -75.0 70.0 38.375 NEG POS -75.0 70.0 43.000 HEIGHT 48.000 NEC POS -75.0 70.0 "XX" WINDOWS TEST REPORTS: FTL-3582 50.625 NEG POS -75.0 70.0 54.000 NEG POS -75.0 70.0 57.000 NEG POS -75.0 70.0 60.000 -75.0 70.0 63.000 -75.0 70.0 43.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 53.125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 69.5 -67.5 67.5 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 56.2 -53.4 53.4 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 -38.6 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL-3582, FTL 3729 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.0170.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 Raoul By F.K R••4 Ely F.K. Rend ey F.K. dram sy• F.K. NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F as complying teith the Florida !killing Code E 'ration Bute By e Product Co 2 8 3/17/03 Re.inivm A REVISE TABLES 1 AND 3, GLASS TYPEA DI 3/25/03 ads 7/10/03 Raiskaer B AODGLASS TYPE E TO TABLES 18 4 Revisions NO CHANGE 71115 SHEET Dam 12/17/02 Chsd®dea Data: 1070 TECHNOLOGY DRIVE NOKOMIS, 11. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Visibly Better gosalDtbir ALUMINUM CASEMENT WINDOW, IMPACT SerkaModek CA-740 NTS 12 7045-8 Lucas A. Tamar, E PE 558201 Mechanical • • •• • • •• • • • •• • •• • • COMPARATIVE ANALYSIS TABLE 6. (BASED ON 114" TAPCONS OR #14 SCREWS) "0" & "1/4- 112 -414 XOX" WINDOWS TEST REPORTS: FTL -3582 -3582 -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8"HS,..090,1 /8 "HS) C. 7/16' LAMI (3/18'A,.090,3/16 "HS) FTL E. 13/16" LAMI (118 "HS,3 /8" SPACE,5 /16" LAMI -W/ 118 "HS .090 118"HS) FTL "O" WIDTH "XOX" vTIDQ1 -I'• EIGF7 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS • 10000 ■• • • • • • • 4 72000®' •••4 A - •1'�s.4.70,0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 13,E _7553 7070 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -9V.Q1 70'•0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 2'.000 • _ _ _ A -75!0. 70!0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 X41.1 - 38.6 38.6 74.000 • ••• 8,E -750 79!0 • -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ∎• •C - 91�.ih .7400 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 • 1 '3J500 • ••�- • 42.500 I • • • • A -75.0.78.0 -75.0 70.0 -67.8 67.8 -82.1 62.1 -55.7 55.7 -49.8 49.8 -46.9 46.9 -43.6 43.6 -41.1 41.1 -38.6 38.6 -36.5 36.5 79.060 • •0'E - 78.9 .79b -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -94.Q. ZQ.D -90.0 70.0 1 -90.0 70.01-90.0 70.0 1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 8 4 444 • A - 74.0110.12 -75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 - 56.4 56.4 -53.4 53.4 -50.0 50.0 - 46.9 46.9 - 44.3 443 -41.9 41.9 4 , E -75.0 N.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 t -9(14:1 •70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 • • • • 45.000 • ..4.43. -75.a 70.0 -70.3 70.0 -58.0 58.0 - 54.5 54.6 -59.3 59.3 - 53.6 53.6 -50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 -39.7 39.7 90.0001 "B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2 48.000 96.000 A -75.0 70.0 - 65.0 65.0 - 54.3 54.3 -51.1 51.1 - 55.1 55.1 -51.4 51.4 - 48.6 48.6 -45.3 45.3 -42.5 42.5 - 40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.3 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 50.500 101.000 A -75.0 70.0 - 60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 86.8 - 63.5 63.5 -60.5 60.5 53.125 A -75.0 70.0 - 58.7 68.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 - 38.0 38.0 - 36.2 36.2 106.375 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 -66.5 68.5 -63.0 63.0 - 60.0 60.0 -57.3 57.3 54.000 A -75.0 70.0 -58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.8 - 35.9 35.9 108.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -75.0 70.0 -70.1 70.0 - 65.4 65.4 -61.8 61.8 - 59.1 59.1 - 56.4 56.4 55.500 111.000 A -75.0 70.0 -57.1 57.1 - 48.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70 0 -68.4 68.4 - 63.6 63.6 -60.1 60.1 -57.5 57.5 -54.8 54.8 57.000 A -75.0 70.0 -56.2 58.2 - 44.6 44.8 -42.1 42.1 - 46.2 46.2 -42.5 42 5 -41.2 41.2 -39.8 39.8 -38.5 38.5 -38.7 36.7 - 34.8 34.8 114.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -69.8 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 700 - 68.7 56.7 -61.8 81.8 - 58.7 58.7 -55.9 55.9 -53.2 53.2 58.500 117.000 A -74.2 70.0 -55.0 55.0 -43.4 43.4 - 40.9 40.9 - 44.8 44.8 -41.3 413 -40.2 40.2 -38.7 38.7 -37.6 37.6 -36.1 38.1 - 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -88.4 88.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 690 - 64.9 54.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 A -72.9 70.0 - 53.4 53.4 -42.2 42.2 -39.7 39.7 - 43:5 43.5 - 40.4 40.4 -39.2 39.2 -37.6 37.8 - 36.7 36.7 - 35.5 35.5 -33.7 33.7 120.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 67.3 -63.3 53.3 -59.1 59.1 -55.9 55.9 - 53.0 53.0 -50.0 50.0 TABLE 7,(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/18 "HS,.090,3 /16 "HS) Avail 9y. F.K. Rawl sy F.K. Rowdily: F.K. rosy F.K. ALL "0' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES 1JP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 1 4 X 1 2 4 X 0 NOTE: IF USING 3/16" TAPCONS OR 412 SCREWS DESIGN PRESSURE FOR "O" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as corspl ingwith the Morita B akal%Code Acitiptante No E. 'ratios Nate 3/17/03 Revs: A RE'/6E TABLE 6, GLASS TYPES A &C b: 3/25/03 CSIB: Revisions: B ADDGLASS TYPE E TO TABLE 6 7/10/03 Revisions: C NO CHANGE THIS SHEET 12/17/02 0.0.0 es sea: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- 0 & 1/4- 112 -114 XOX CONFIG. WINDOWS Too ALUMINUM CASEMENT WINDOW, IMPACT s.v nwm: CA -740 Sada NTS sort 6 or 12 Owning 7045 -8 c 7/a/ ©3 Lucas A. Turner, P.E. PE 158201 Mee tar.icot • ••• • ••• • • • ••• •• • •• • ••• • ••• • • • • • COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 _ -. 3 GLAZING OPTION: A 5/16" LAMI ■ , . • XO WIDTH • • VOX" aVtIt L1 • • H EIGHT • 78.004 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NECK POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NE`G POS 037.000 35` 0 A 115.8 71.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A 77.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -753 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1•49.333 • Jg4QQ A -i8.o• 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 :400.125 •79.688 A -7g.8 • 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 ■ •56.000 : Bg.t Q A -746 e,G 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 - 60.4 60.4 • 3.000 •90.060 A - 75'.8.70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 - 60.0 60.0 -58.5 58.5 - 56.2 58.2 -53.4 53.4 64.000 96.000 A 1574771:10 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 -58.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 • 61.333 •121,666 A -ire 7'707.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .66.4 66.4 -58.2 58.2 - 55.6 55.6 -52.8 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.379 A --$4,7f0.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 .61.8 61.8 -55:1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 • 42.000 :108.061 A -75b 7070 -75.0 70.0 -75.0 70.0 -70.4 70.0 .60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 14t.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (118 "HS,318" SPACE, 5 /16" LAMI -W/ 118 "HS,.090,1 /8"HS) ALL "X0 OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPDRT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL'XO° OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Rend By: F.K. Rand By. F.K. Rand Br. F.K. Draw" By F.K. 1 1 1 3 3 3 X 0 X X 0 0 PRODUCT REVISED ns complying with the Rodin Buidvrg Ccedt Acceptance fin E inttdun Date By Mint Dk e ProductC Data: 3/17/03 3/25/03 7/10/03 Rev fskne: A Reviama: B REVISE TABLE 8, OLASS TYPEA ADD GLASS TYPE E TO TABLE 9 Revletone: C NO CHANGE THIS SHEET Oslo 12/17/02 Checked By Dow 1070 TTHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pte- T Visibly Better PRESSURES - XO, OX, & 1(3- 1/3 -1/3 XOX WINDOWS rm: ALUMINUM CASEMENT WINDOW, IMPACT S CA -740 Sinew NTS stet 7 a 12 Lemke Se 7045 -8 Luca3 A T mer, P.E. FE 1#58201 Mechanical • ••• • ••• • •• •. • • • • • • • •• COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS_ : FTL -3580 FTL -3582 FTL -3729, GLAZING OPTIONS: A. 916" LAMI (1/8'6A,.090,1/8 "HS) B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) C. 7116' LAMI (3/16 "A,.090,3 /16 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS1.090,1 /8 "HS) "XOX" ,WIDTH ; Va'f. VVRrI'H FIXED WIDtH►••• HEIGHT 26.000 36.000 38.375 43.000 48.000 ` 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS • 1468.264 ••• .19•125 • . 31.0'4 ••••6. A- -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70,0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 - 56.1 56.1 - 53.3 53.3 - 50.5 50.5 .13 Li -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 • • • • 86.919 ► • X24.000. .'A .Q' -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 - 36.9 36.9 38.919"15r .41•1C0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 • '91.973 • o . • • 26.00 1"/1" -75.0 70.0 - 60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 ' 46.2 -43.6 43.6 -41.1 41.1 42.978► • 4°4 :13,E• -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 • Ce • -90.0 70.0 -90.0 70.0 -90.0 70.0 =90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 012.649 • 3Q.QQ1 • .••• 1 • 48.64§ ' A• • -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 • ',E. -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 - 66.3 65.3 -63.1 63.1 115.892 32.000 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 51.892 _ B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -73.2 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 - 68.3 68.3 - 64.8 64.8 -61.4 61.4 -58.8 58.8 122.000 33.687 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 54.627 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 - 46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 - 64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 56.418 A -75.0 70.0 -45.5 '45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -402 40.2 -38.7 38.7 -36.9 35.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 55.5 -53.8 53.8 130.000 35.896 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -4114 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 - 34.3 34 3 58.209 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0, 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 130.378 36.000 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.6 -36.1 36.1 - 34.3 34.3 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 68.5 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 134.000 37.000 60.000 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 - 36.7 36.7 -35.5 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 - 50.0 50.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16' LAMI (3/16 "HS,.090,3 /18 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND 1.90 0 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 70.0 X O K UNEQUAL LITES X O UNEQUAL UTES O X UNEQUALUTES PRODUCT REVISED es complying with thy Ftwiirla Balding Code Accrpfause Pio E iration unte , .,, , rrr�iy� By AI'. DadeProdact Ole Div NOTE: IF -USING 3116" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Rena ex F.K. . Revd By. F.K. Mete: 3/17/03 Revhiorx: A REVISE TABLE 11, GLASS TYPESA & C 3/25/03 Reriskus B ADO GLASS TYPE E TO TABLE 11 Rena Br F.K. Drawn By F.K. 7/10/03 Revisions. C NO CHANGE THIS SHEET Ditic 12/17/02 cdeaer DMA 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NONOMIS, FL 34274 E Gier Visibly Better PRESSURES- UNEQUAL CONFIG, XO, OX & XOX Thr ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Seek, NTS Mtest 8 er 12 7045 -8 7442/03 Lacers A Turner, P.E PE#58201 Mechar6ail • • • • • • • • •• • • • •••• • •• • • • •••• • • • • • •••• • • • • • • •• •• • • • • •• •• • • • • • . • • • • • ••• •. • • • v t1 • • • • • • • • •••• REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL SHEET 10 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 •0•• • • •••• • MAX. HEIGHT (SEE SHTS. 3 & 4) Revnd Sy F.K. Renee Sr F.K. Rend By F.K. D a"n By F.K. MAX. VENT DAYLIGHT OPENING O (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX r/- REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. VENT 4—.— DAYLIGHT OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX 000 MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCT' REVISED as emptying with tho Floaiia Deeding Cwit Acceptance No iraUaa Data Deis: 3117/03 Revisions A NO CHG THIS SHEST Date: 3/25/03 Revision”: 8 ADD 13/16I.G GLAZING BEAD ITEM teie, 7/10/03 Revisions: SHOW TOP HINGE Date: 12/17/02 Checked By Date: 1070 TE HNOLOGY DRIVE NOK?MISS, FL 34275 P.0 BOX 1629 NOKOMis FL 34274 �T SECTIONS TAW AL UMWUM CASEMENT WINDOW, IMPACT Visibly Better SeneaStodek CA -740 NTS Swat 9 d 12 n.". 7045 -8 Raw C 7//o%3 Lucas A Turner, P.E. PE g58201 Mechanical FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB • • • • ••4••• • • • • • • • . • • • • •• .. #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB .•.. FRAMf•I4$$gMBLY DETAIL • • • FRAME ASSEMBL ' • • • • 'TUBE, Mpt?'t,6063 -T6 • •••• "X" FRAME JAMB Revad 6y. F.K. Revs dey. F.K. Revadey. F.K. Drum By F.K. #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 434" 2.854" .062" NOM. 1.159 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063-T6 DWG# 7005A L2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A t'RODi)CT REVISED as complying with the Florida /hidingCudr Acceptance No 'ratite Date Dew • 3/17/03 A REISED FRAMEASS'Y DETAIL SCREW SPACING 3'25103 Revisions: 8 NO CHANGE TH1S SHEET aster 7/10/03 C NO CHANGE THIS SHEET Date: 12/17/02 Checked ay Data. 1070 TECHNOLOGY DRIVE NOK0MI3, FL 36275 P.). BOX 1529 NOKOMIS, F1. 34274 PIG" Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT aedaoMoe* CA -740 Sears • NTS snox 10 a 12 &awig lb. 7045 -8 c "7 /G1/4 3 Lucas A. Turner. P.E. PE958201 hiedranical • •• • •• • • •• e • •• • PARTS LIST ITEM DWG # PGT. # DESCRIPTION 1 7002A MAIN FRAME - HEAD, SIT. & JAMBS 2 3 1155 7008 781PQA 68 X 1 QUAD PH SMS FRAME CORNER KEY ITEM DWG# PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PE SMS 4 5 • • 112"X1/2 "X1/8" CLOSED -CELL FOAM TAPE • 7063A • ••1 11'51 • ••i "19•. •SON• 9_ R8 • 6/117K • SASH - TOP, BOTTOM &SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 • •• • •• • •0 9 7%4 • • • - • SASH CORNER KEY MAXIM MUL11 -POINT LOCK 10 • i? 7026 • ;1i '1014 •• •• • • LOCK SUPPORT PLATE #10- 24X.562 PH. PN. TYPE F ••130 nee. •. • 78X?8PPSMS, MULTI-LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS 14. •7013 • •••. TIE BAR GUIDE •11IC. 7065 TIE BAR ASSEMBLY •.16 17 18 7028 • MAXIM DYAD OPERATOR r• p9• 7030 • •• MAXIM DUAL ARM OPERATOR Q831•`• • • • • • OPERATOR GASKET BACKING PLATE 20 •••• #8-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. &RH.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" IIINGE (HEAVY DUTY) 26 710xI2FP #10 X .500 PIL PHL. 30 5 /16" LAMINATED (118A & I /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1/8HS & 1/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3 /16A & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3 /16ES & 311611S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16 ") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6'11,247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899 OR 995 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CUP 55 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 7I2XIPPT #12 X I" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER It 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8X1QUADPNSMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 13/16" 86 LG. GLASS (1/8 "1-1S,3/8 "AIR SPACE,5 /16 "LAMI) 5/16" LAMI (2 LITFS OF 1 /8"HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" .050" .865" 0 5/16° GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" —1 h--- .350" (97/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" --- .423" —I 1.000" --71 I-- .172° .870" .050" k_.569" 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" ---I 1.124' ' 993" n—.289" .040 INSTALLATION HOLE COVER MATL: 6063 -T5 DWG# 7007 2.701" .093" °CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A ®11 EASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 PRODUCT REVISED as cumplyia1 with the Florida Raiding Cole Acceptance No ratloa Date I •I,,.. si BY Miami Divas PtedectC Rerad ay F.K. RessdEy: F.K. Reeder. F.K. Drawn 8y F.K. Mier 3/17103 A NO CHG THIS SHEET 3/2&!03 levistoov B ADD 13/16' LG. GLASS & GLAZING BEAD M 7/10/03 Rav°br": C NO CHANGE THIS SHEET X17/02 added By Datr 1070 TK HNOLOGYDRIVE NOIOMIS. FL 34275 P.O.BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better Demplbe: PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT SarkesIdtadat 04-740 Saab NTS shoe 11 a 12 &mom Plea 7045-8 Aar c Lucas ATumer, P.E. PE 868201 Meth,nical APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) • • • • • • •.••• • • • • • • • • • : g : L_ • • • Mi►� EMIEDI§ENT ••01 tRABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 112" THICK (SEE NOTE 3) 114" MAX. SHIM -•--) 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1/4" MAX. SHIM 3116" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM --1 I-- #12 OR #14 SCREWS r ^17 _.-I 1 114" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME 70 CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3116" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM --{ 3116" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/2" 1.-- MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. Rama Sr F.K. Read ay: F.K. Revsray F.K. Drawn 6y F.K. 11/4 "_�_ MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE X11 /4 "� MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. PRODUCTRF.VISED as complying with the Florida Bailing Cole Acceptance No I'. !�. i .iradoaDate ., /Y.! 4�', Product Control/ By Miami Elk 3/17/03 Rte: A ADCED 914 SCREWOPTION Data: 325/03 : NO CHANGE THIS SHEET Aeta 7/10/03 RAW:aons C NO CHANGE THIS SHEET Onto: 12/17/02 Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS FL 34274 P Vis(bly Better ANCHORAGE DETAILS Troy. ALUMINUM CASEMENT WINDOW, IMPACT s«re.aroaac CA -740 Saar NTS 12 .o 12 ta..xaRn 7045 -8 ‘-"7/0.7 3 Lucas A.Turner, P.E. PE N58201 Mechanical MM1AM1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • ■ • • • • • • • • ••• • • • • ••• • • ••• • • •• • • •• • •• • • • • • • • • • • • • •• • • •MIAMI -BALE Ci•QUNTT,PLOI;IbA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • LIMIlfis I, VQRO7A431,1.38 -1563 • • (3041)61,75.2 1 • i .X•($05) 395 -2908 • • • • • •• • • • •• • • • • • ••• •• PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A1IJ 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 'DPW -701" Aluminum Picture Window -LMI t% APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, 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 ,d 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 and evidence pages E -1 and E -2. as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 1105.01 Expiration Date: February 19, 2009 V Approval Date: February 19, 2004 Page 1 • ••• • ••• • •0 .•• •• • •• .. • •• • • • ••• NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GI;ASS•MITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • •; B. 7/18".1M MINATEp GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 • INVERL',YER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • • • C. 1 1M6•L'AMI I.G :G`.AS; COMPRISED OF (1) LITE OF 3/16" HEA1 STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLA8€•WIIICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT • • • STRENGTHENED CLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • • • D. 1 i,$'' [,LMI I.Gs6kZ66 COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" ;.. LAMINATED GLASS•WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER • Oi rYUP.ONT BLITAallt OR SAFLEX KEEPSAFE MAXIMUM PVB. ••• DESIGN•PRESSURE'I TI 4GS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) • • A. NEakuvt DESIMMDS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OU1'SIDE'MIAMI -AM COUNTY). • • • B. PC SITI i DESIGI LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTIMIE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 8 1/2" FROM CORNERS MAX.11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED,. 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11"O.C. JAMBS: MAX. ®' 8 12" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOIN- SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 Revel er Date: Date: Revs Render: F.K. Osier 12/15/03 Revision,: A REDUCE ANCHOR SPACING aeon er F.12 Dora 7/14/03 Cheated er. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMS, FL 34274 13 NOTES & TABLE OF CONTENTS ref: ALUMINUM PICTURE WINDOW, IMPACT Visibly Better sed"Mo"e: PW-701 NTS " 10 4259 -4 Robert 1.. Clark, P.E. PE 439712 Structural • • • • • • • • • •••• • • •••• • •.•. • • •• • • • • • • • • • • • 3/16" ANNEALED OR 1 'i''• STRENIGT - ED Mato • • • • • • • • .• •• • • • • • • •••• • • •••. • 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R () 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAM1 GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE OR 11/16" NOM GLASS BITE 1 1116" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) aY Rend By Head By: F.K w.,. ar are: 12/15/03 7%14/03 A NO CHANGE THIS SHEET Cneaway amp: 1070 T9.hNOLOGY DRIVE NOKOMS, FL 34275 P. BOX 1529 NOKOMIS FL 34274 I d GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better PW-701 NTS 2 m 10 4259.4 Robert L. Clark, P.E. PE 039712 Structural •/ • •• • • • • • \ \ • \ • 0 • • • :P-iMAGON"'. . J 4X. SIZt = 66" BETWETV FLATS eR MAX. AREA = 21.e! ;!1' fT. 1••• • 1••• • •••• • •• • • • • • FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX, AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. 48" MAX. NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. 92 1/4" MAX. DLO ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. 44 1/4" MAX. DLO 1 ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Revel Br oev Rived ar lasetsiorre Revel Br F.K Omen ar F.K. Date: 12/15/03 Date: ' 7/14/03 ReWima: A cneued Be. NO CHANGE THIS SHEET Dap: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Seaeraeodet PW-701 Sur NTS meet: 3 m 10 was gRe. 4259 -4 EVA/4 Robert L. Clark, P.E. PE 439712 Sbudural • •• • •. • •: • '• • •• •. • ••• • • a••• •:•. : - • PEXAGOrI...' • ¶,!4X. SIZE X60" BETNEEN•Fit.ATS ...FIR MAX. ARE13 = 21.6�5•(�l,F•T. • • • • •• • • • • • FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96° X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. Algammi as •e wf Or • IC o• ..rait rfre w i Bawd er Pasta: Ravishes: Renal sr F.K. bhe. 12/15/03 A NO CHANGE THIS SHEET Mae" ar E.K. vOw: 7/14/03 Checked ay. Dar 7070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O SOX 1529 NOKOMIS, FL 34274 PST INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better SeviegesIodaC 7W701 arar: NTS 4 a 10 Or*. e 4259 -4 R.. i 73 Robert L. Clark, P.E. PE #39712 Structural COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS B. 7/16" LAMINATED GLASS C. 1 1/16" LAMI I.G., 3 /16HS, D. 1 1/16" LAMI I.G., 3 /16HS, GLASS TYPE: • .• • •Wolf DOW• ••• • •• • • • • • 49.000 • A &C ••f••• • • •• • • • •• • • • • • (3/16 "A, .090, 3/16HS) (3 /16 "HS, .090, 3/16HS) 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3835 FTL -3835 FTL -3850 FTL -3850 2&500- 34.000 WINDOW HEIGHT 3500 45.000 46.500 48.000 • -80.0 • • • AREA' SQ.FT. •••• •• 5.4.500; ••• page •� -80.0 ••••9.698 80.0 I -80.0 80.0 -80.0 11.569 80.0 1 -80.0 80.0 1 -80.0 13.441 80.0 I -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 15.313 /5.823 16.333 IUD • AREA SQ.FT. • 60.000 ..A&C gal)* ,I -80.0 S{1.0• -80.0 •• :,rr786 $d.b' 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80,0 76.7 -76.7 80.0 -80.0 74.0 -75.2 80.0 -80.0 74.0 -74.0 80.0 -80.0 12.868 14.950 17.031 17.599 18.167 -80.0 80.0 -80.0 74.0 -74.0 69.9 -69.9 67.2 - 68.6 67.2 -67.2 ..' . - - AMS �Q.FT. A &C • 65.500 X80.0 • • 11.875 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 14.167 16.458 18.750 19.375 20.000 B &D 80.0 I -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 12.964 15.465 68.5 -68.5 80.0 -80.0 63.5 I -63.5 80.0 -80.0 61.3 I -62.3 80.0 -80.0 61.3 I -61.3 80.0 -80.0 17.967 20.469 21.151 21.833 71.000 A &C B &D 80.0 -80.0 79.4 -79.4 63.7 -63,7 57.9 -57.9 56.1 -57.1 56.1 -56.1 80.0 -80.0 AREA SQ.FT. 14.052 80.0 -80.0 16.764 -80.0 80.0 19.476 80.0 -80.0 22.188 80.0 -80.0 22.927 80.0 -80.0 23.667 76.50.0. • A &C -80.0' .0 B &D 80:0 -80.0 76.8 I -76.8 80.0 -80.0 59.7 -59.7 80.0 -80.0 52.8 I -52.8 80.0 -80.0 51.9 I -52.1 80.0 -80.0 51.9 I -51.9 80.0 -80.0 AREA SQ.FT. 15.141 18.063 20.984 23.906 24.703 25.500 82.000 A &C B &D AREA SQ.FT. 80.0 - 80.0 74.1 -74.1 56.5 -56.5 48.3 -48.3 47.6 -48.0 47.6 -47.6 80.0 -80.0 16.229 80.0 -80.0 19.361 80.0 22.493 -80.0 80.0 -80.0 25.625 80.0 -80.0 26.479 80.0 -80.0 27.333 87.500 A &C 80.0 -80.0 70.7 -70.7 53.5 -53.6 43.6 -43.6 43.4 -43.2 43.4 -43.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 29.167 93.000 A &C 80.0 -80.0 69.1 -69.1 51.4 -51.4 42.5 -42.5 40.7 - 41.0 40.7 -40.7 B &D 80.0 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.4 -79.4 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 31.000 96.000 A &C 80.0 -80.0 68.8 -68.8 50.4 -50.4 41.6 -41.6 39.4 -40.1 39.4 -39.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 - 80.0 76.6 -76.6 AREA SQ.FT. 19.000 22.667 26.333 30.000 31.000 32.000 NOTES: 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RFCTANGULAR SIZE IN TABLE 1 WHICH THEIR OVERALL WIDTH AND HEIGHT DIMFNS ONS COMPLETFLY FIT WITHIN. By . RewO r Re.w r Date: Rend Br Rev: Amway: F.K. Date: 12/15/03 Bowen: A CHANGE NOTE 1 ANCHORING WITH 512 SCREWS awn 8y 4,11,•: Checked By: Oar F.K. 7/14/03 1070 rEC74NOLOGYDRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1131G11: FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Son Visibly Better s'6"4.'". NTS 5 a 19 4259-4 Approved .n�. .>01114=1/4? //, /47 Robert L Clark P.E. PE 539712 Structural • • ....1tlLIDTH' • ' 49.000 • ':• • AREA•SQ.FT. • • • • • ' AREA Q.FT. ••■••• • . 60.000 •: COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3 /16 "HS, .090, 3 /16HS) C. 1 1/16" LAMI I.G., 3 /16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G. 3 /16HS, 7/16" SPACE, 7/16" LAMI (3116HS, .090, 3 /16 "HS) GLASS TYPE: ANfecIDOW 1 S • • • • i• • • • FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW HEIGHT • 28.500 34.000 39.500 45.000 46.500 48.000 • A&C pBtD i6.8•; 80!Q•• -80.0 - 80.0 80.0 l -80.0 80.0 I -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 I••• i• 5.500 . iii • ABC B$D B &D ••••9698 11.569 13.441 15.313 79.4 I -80.0 80.0 I -80.0 15.823 79.4 I -79.4 80.0 -80.0 16.333 m O -80.0 8t1:0' -80.0 •••70. 86 80.0 I -80.0 80.0. -80.0 12.868 78.9 I -78.9 80.0 -80.0 14.950 74.3 I -74.3 80.0 -80.0 17.031 71.9 -73.1 80.0 I -80.0 17.599 71.9 I -71.9 80.0 I -80.0 18.167 • -' AREA: FT. 65.500 A &C B &D AREA SQ.FT. '8-6.0 -80.0 3• a o' • -80.0 11.'875 80.0 -80.0 72.2 - 72.2 67.8 -67.8 65.0 -66.4 65.0 -65.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 14.167 16.458 18.750 19.375 20.000 80.0 -80.0 78.9 -78.9 65.5 1 -65.5 61.7 -61.7 59.6 -60.7 59.6 -59.6 80.0 -80.0 1.2.964 80.0 -80.0 15.465 80.0 J -80.0 17.967 80.0 -80.0 20.469 80.0 - 80.0 21.151 80.0 -80.0 21.833 71.000 A &C B &D 80.0 I -80.0 80.0 -80.0 75.3 I -75.3 80.0 j -80.0 AREA SQ.FT. 76.500 A &C B &D 14.052 80.0 -80.0 16.764 72.6 -72.6 61.1 1 -61.1 80.0 1 -80.0 19.476 • 56.4 I -56.4 80.0 -80.0 80.0 - 80.0 80.0 - 80.0 57.1 r 80.0 -57.1 22.188 51.5 -51.5 54.6 I -55.5 80.0 -80.0 22.927 51.0 -51.3 54.6 I -54.6 80.0 I -80.0 23.667 51.0 -51.0 - 80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT 15.141 18.063 20.984 23.906 24.703 25.500 82.000 A &C B &D 80.0 -80.0 69.4 - 69.4 53.8 - 53.B 47.2 -47.2 46.6 -46.9 46.6 -46.6 80.0 -80.0 AREA SQ.FT. 16.229 80.0 -80.0 19.361 80.0 -80.0 22.493 80.0 -80.0 25.625 80.0 -80.0 26.479 80.0 -80.0 27.333 87.500 A &C 80.0 -80.0 66.4 - 66.4 51.0 -51.0 42.6 -42.6 43.1 - 42.7 43.1 -43.1 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 29.167 93.000 A &C 80.0 -80.0 65.0 -65.0 48.9 -48.9 41.2 -41.2 40.4 -40.2 40.4 -40.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 79.7 -79.7 76.0 -76.0 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 31.000 96.000 A &C 80.0 - 80.0 63.9 -63.9 48.0 -48.0 40.2 -40.2 39.0 - 38.9 39.0 -39.0 B &D 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 76.9 -76.9 73.1 -73.1 AREA SQ.FT. 19.000 22.667 26.333 30.000 31.000 32.000 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4 "TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/ -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. Q 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. Read er Reader Amerced •• ••0144•1 wMr ON 9Z/L•l I I • • NOM 6015Ware] Nerd Oate: ReMaiac knisions: Remer F.K Cv.m ar: F.K. OaY: 12/15/03 Re awv. A CHANGE NOTE 1 ANCHORING WITH 912 SCREWS ..Date: 7/14/03 Checked Sy. Da. 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PcT INTEGRAL FIN UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT Visibly Better OwtRnbas PW-701 arar: NTS engirt 6 > 10 Doming No. 4259 -4 Wr' Robert L. Clark, P.E. PE #39712 Structural • • •• • •• • • •. • •• • •. • •• • •2.?8• 4" e••• • •••• I••• • ▪ • • • •1 • • r •••• •• • • • • • • • • • • • 10•• • I1 ••• • •••• • •••• • • •••• • • • • • • • • MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O I 1 ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 0 MAX. DAYLIGHT OPENING U INSIDE Approved toopiptog with r• Oda DO* IT 1 • 13 Noss •a%fltrx�rr._ MYNA . VERTICAL SECTION (FLANGE FRAME) Roar Mew Revisions: R.vsd 9y Om, Render F.K. Lbws 07, F.K. •.k: 12/15/03 Cake 7/14/03 Redman!: A NO CHANGE THIS SHEET Choked Br Oak: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Ofteekean SECTIONS & CORNER ASS'Y, FLANGED r•e ALUMINUM PICTURE WINDOW, IMPACT Visibly Better s nm>wmec PIN-701 NTS 7 a 10 4259-4 W113 Robert L Clark, P.E. PE 939712 Structural • •• • •• • • •• • • • • •• • • • • • • ••• •• • •••• • • •• ••• • ••• • ••• • ••• • • •• •• • • • • • • • • • ••• •• •. • • • •• • ••• •• • • • • •• • • • ••• •••• • • • • •••• OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784" 0 MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) Bewley "sndBy: WndBy: F.K. Demo eF F.K. Deter Revisions: D.m 12115/03 Derv: 7/14/03 BertHerw A r2. .d Br. N3 CHANGE THIS SHEET Cato: 1070 TECHNOLOGYOAIVE NOKOMIs, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 13 G S CTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Visibly Better s.rwaa e PW -701 sa. NTS Short 8 a 10 Owing Na. 4259 -4 L. Clark. P.E. PE V11112 Strucural ITEM 1 DWG NO. PART # DESCRIPTION 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL • • • •••• •••• • •• • • • • • SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL ••q0 142651 • • 11 4254 64255 • 614294• • 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD ••12 14 •&2Z4: 4224 • •• •• VINYL BULB WEATHERSTRIP (THICK) • • • • • wwr• • • • ••. INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT 15 • • • DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK p••17 • • •••• • • •••• • •• • • • • • 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16' LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED -- .970" —{ ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 .346" --I .050" .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 ITEM 1, INTEGRAL FIN FRAME MATL: 6063 -T5 DWG NO. 4256A 1.875" Rena ar a oae: 11.4401= Rend ar F.K. F.K. wee: 12/15/03 ww: 7/14/03 Rewtm: A NO CHANGE THIS SHEET tneexeaar Thaw 1070 TEC''INOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS. 71.34274 ftT Visibly Better i-- .062" 2.784" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 OseakAsw EXTRUSION PROFILES & PARTS LIST Amsted as aaargi.i with r• TWida' • . _ Cook DM• • ►• NOiM • '357I•eI ALUMINUM PICTURE WINDOW, IMPACT s PW -701 sue.: NTS d 10 4259 -4 A Z/ •7 /4 f Robert L. Clark, P.E. PE 939712 Structural • • • • • • • • • • • • • •• • •• • • • • •••• • •••• • .13ti:df /.L1 N. :. xz1 /2•NA L, AT;CCRWERS AV 5" O.C. • • WOCIIJ Footz OR FRAMING •••• • • • • •••• INTEGRAL FIN DETAIL A 1/4" MAX. 1 SHIM #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. Aq 1 1/2" MIN. EMBEDMENT 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. pA (SEE NOTE 1) 114" MAX. SHIM Is. 1 1/4" MIN. •' EMBEDMENT CONCRETE 2x WOOD BUCK (SEE NOTE 2) 1 INTEGRAL FIN DETAIL B 1 1/4" MIN. EMBEDMENT.', 1/4" MAX. SHIM #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) 1/4" MAX. f SHIM 1 FLANGED DETAIL C 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. (SEE NOTE 1) FLANGED DETAIL D (SILL ONLY) NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E 1/4" MAX. SHIM lx WOOD BUCK (SEE NOTE 2) = 114lktimL.vi/F16e mtr2 AO 1 tilireir- r-De tot ("tear Fd_uv. / Read By bete: Reeikow R..ed9r. Date: one: 12/15/03 Maw 7/14/03 ReWbm: A CHANGE NOTE t AND FASTENER SPACING °Necked By bate: 1070 TECHNOLOGY' DRIVE MOKOANS, F1. 34275 A.O.90X 1529 NOKOMIS, FL 39274 ANCHORAGE - HEAD, SILL AND JAMBS TM: ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Bene"Awmr PW-701 NTS • see 10 er 10 Oesi" Ra 4259 -4 Robert L. Clark, P.E. PE 939712 Structural BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA • 1\44R0eDADEFLA('•1FR BUILDING • • • 120 WES", ILIGLETiStRifj, SUITE 1603 • • • 01,1AM1', J J WJA 33130 -1563 • • (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • Clopay Building Products Co. • 8585 Duke Blvd. Mason, 01/ 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material .tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H MODELS ", dated 11/19/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, signed and . sealed by M.W. Westerfield, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact v' 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. '1'J RMINATI ON 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance 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 # 01- 0427.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Cand q .a.. '. Font PE. a/s/3 NOA No 03- 0430.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 Page 1 CLOPAY MODELS 4300, 4301, 4310, 4400,_ 4401, HDG, HDGL CLQPAY MODELS H400, H401, H300, H301, H310 (UP TO 12'0" HIGH)® HOLMES MODELS 66. 67,` 66 +� REINFORCEMENT PLATES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (NOT VISIBLE FROM OUTSIDE) (2) INTERMEDIATE REINFORCEMENT PLATES PER ' SECTION ATTACHED WITH TOG -1-10C SYSTEM ' (NOT VISIBLE FROM OUTSIDE) i 0 N � 0 • • • • • • TWO POINT LOCKING INTO TRACK 8011 •5/8 M114. 0 ENGAGEMENT (OPPOSITE SIDES •OF DOOR) •(SEE LOCK OPTIONS) ' MAX. D0ot :gra t' -0' INSIDE ELEVAON • LOCATION OF • OPTIONAL VENTS ' MAXIMUM VENT OPENING: 60 IN' • TABLE 1 DOOR NUMBER OF HEIGHT SECTIONS * 4300. 44300 7:g: 18 G'9" 5 9'0° TO 10'11' 6 10.4° TO 120' 7 " SECTIONS ARE EITHER 18' OR 21° HIGH REINFORCEMENT PLATES / ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC (NOT VISIBLE FROM OUTSIDE) (21 INTERMEDIATE REINFORIXMENT PLATES PER SECTION. ATTACHED W/ TOG -1-10C SYSTEM (NOT V15I6LE FROM OUTSIDE) + SLIDE BOLT LOCK ENGAGES INTO VERTICAL - TRACK. 014E LOCK ON • EACH SIDE OF DOOR. NsID! E SLIDE 8&11 , HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (10 SLIT) MAX. DOOR WIDTH = 9'-0' IN510 TIMI LOCATION OF OPTIONAL VENTS &MAXIMUM VENT OPENING: 60 IN' 13 GA. GALL,. STEEL FLAG BRACKET. ' EACH FASTENED TO W000 JAMB WITH • (3) 5/16'4-5/8' WOOD LAG SCREW..• TRACK CONFIGURATION 2' GALL,. STEEL TRACK, TRACK THICKNESS: .060' 5 ' :FE END HOME UM. INTER. 79110E ' OUTSIDE KEYED HANDLE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH 510E OF 0005/ '46.'0 POINT LOCKING • INTO TRACK PER SFBC MI3 N. N.3ENGAGEMENT OPPOSITE SIDES 000R) (SEE LOCK OPTIONS) AJTSIDE KEVEO ENO STILE INSIDE HANDLE OUTSIDE KEYED LOCK ' SNAP LATCH LOCK OPTION END , STILE LOCK BAR GUIDE TONGUE AND GROOVE JOINTS. 27 GA. MIN. EXTERIOR STEEL SKIN (MIN. YIELD DRAWING QUALITY) WITH G- 40�MIN. GAM, BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES • OF STEEL SKIN. LOCK BAR N TRENGAGES ON N EACH SIDE OF DOOR. " RENEwED 1ti: Ptavitt: • INSTALLER M0DEL RETAIL MODEL OESCRWRON 4300. 44300 HOG. 66 • 27 GA. MIN. EXTERIOR SKIN: SHORT RAISED PANEL 4400, H400 N/A • 24 GA. M94. EXTERIOR SKIN; SHORT RAISED PANEL 4401, H401 ' N/A : 24 GA. 4314. EXTERIOR SKIN. FLUSH PANEL 4301, H301 ' 68 ' 27 GA. MIN. EXTERIOR SKIN: FLUSH PANEL 4310, H310 • HDGL, 67 • 27 GA. NUN. EXTERIOR SKIN. WIDE RAISED PANEL DOOR :RA KET PLACEM NT5 HEIGHT 'L' E01IEE1bAilEr' illIb fi____kKai iomrirLIIESY lE NIIIII I1111rl21111111311M EindlUtNIIMIYAlftlill 1111M- ilemill EF3IIINSP iEIN i><SSlE IIEMEMIN21111 ILICOMIDIEEMINIAMECIME1311111111111MB riltillPIIIMMITIMEMENIIKEINIMOI mainannzinsumaimmumital RESIMIIIIFINDIMMINFIWIL171. 11111 iliMiliKlliEMMINI MIKEVIIII itit:'F1iiL7iY TYP, 2- 1/2'x12 GA. GALV. STEEL TRACK BRACKET. • ((4) TRACK BRACKETS PER 510E ((UP TO 8' HIGH). (5) TRACK BRACKETS PER SIDE (UP TO 10' HIGH). (6 TRACK BRACKETS PER 510E (UP TO 12' HIGH). • STOP MOULDING BY DOOR - INSTALLER (70 SUIT) 18 GA GALV. STEEL END STILE (END STILES HELD BY HINGE SCREWS) Oct Contra( 12 GA GAO. STEEL TRACK BRACKET FASTENED TO WOOD JAMS WITH ONE 5/16"x1 -5/8" W000 LAG SCREW PER BRACKET. 2° GAO.. STEEL TRACK' FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 °x5 /8' BOLT & NUT 23 TWO 1/4' RIVETS. PREPARATION OF 4AMR1JJY OTHERS 4/2003 Mne 'x' 000ast MIDI 0/x 288+01; n a 011 431044011, SIUGONE FILLED CHANNEL SEPARATES ' FRONT AND BACK SKIN OF DOOR 2' THICK ' 1.95° TH1C11, 11 DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED • (SUPPUED BY FACLON MANUFACURING) TO B0711 EXTEROIR AND INTERIOR SKINS. 12 GA GALL. STEEL TOP ' ROLLER BRACKET. EACH BRACKET' ATTACHED W /(4) 114x5//8' SHEET METAL SCR 0114. - • SECTION A -A 14 GA. GALL,. STEEL END • HINGE. EACH FASTENED TO END STILES W /(4) 114z5468" SHEET METAL SCREWS (TAPPING 4) 1/4 °x3/SCRE4W S " SELF 3' TALL x 20 GA. GAIN. •' STEEL U -BAR. TWO PER DOOR SECTION. ATTACHED • WITH (6) 1/4 °x3/4° SELF TAPPING SCREWS PER U -8AR,- (2) ON EACH END & (2) AT CENTER HINGE LOCATION. 27 GA. INTERIOR STEEL SKIN (DRAWING QUALITY) '" & WITH G -40 MIN. GAM, BAKED -ON PRIMER AND A BAKED -ON P012(E5188 PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SION. 13 GA. GAM STEEL ATTACHED WITH (2) 48144x5 /5'BSHEET METAL SCREWS. • - ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. (4) ¢14x9/8' SHEET METAL SCREWS (4) 1 /4'3(3 /4" SELF TAPPING SCREWS ✓ 14 GA. END yiN 18 GA. MIN. GALL,. STEEL CEN/TER HINGE ' EACH # FASTENED x5/8 641621 METAL( SCREWS 14 GA GALL,. STEEL 0140 HINGE • FASTENED TO END STILES W1(4) EACH #14x5/8° SHEET METAL SCREWS AND " (4) 1/4'•5/8' SELF TAPPING SCREWS. 2' 516/1. ROLLER. r DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION N0. 48495 MECHANICAL ENGINEERING , NOTE. SUPPORTING STRUCTURAL ELEMENTS SHALL; .a( DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. • 18 GA. INTFRMFTIIATF HINGE " - 14 GA INTER. HINGES USED ON 24 GA. EXTERIOR ° SKIN 000R M00ELS THE 2x6 80RDOAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. 140 LOAD LS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL .8148 FASTENERS ' MAY 82 (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 286 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL 8E FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS 195 BAR EXTENDING INTO THE FOOTING AND INTO 71E BEAMS. ANCHORS CAN BE 1/4'x1 -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM AND 16' 0.C., DE WITH 3/8'x4' (1 -3/4' EMBED) �� RAWL LOK /8011 ANCHOR STARTING AT NO MORE THAN 8' FROM BOTTOM AND 24' O.C. / DESIGN LOADS: +48.0 P5F & -60.0 P5F. CI pay Building Products Company CLOPAY BUILDING PRODUCTS COMPANY 8585 DUKE BLVD. MASON, 044 45040 (513) 770 -4800 "'LP PLOT im42 1141.¢8 8f. x4n5. nods sue. 9'0"W x 12'O'H 00061 114)/410421, 66/68, 4300/01, 4310/67/N0GL, 4400/01, H MODELS muW...an B .101703 3 , 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. O DESCRIPTION: Series SGD -70 Aluminum Sliding Glass Door- Impact APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Alum Sliding Glass Door - Impact ", sheets 1 through 14 of 14, prepared by manufacture, dated 06/18/04 with revisions 10/07/04, signed and sealed by Lucas A. Turner, 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 I 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 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO • • ••• •• •• • • • • • • • • • • • • • •.• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • •.• • . MIAM•DADE COUNTY +FLORIDA ' :METRO.DAD F1 A�L1 R $iJLLDING :14L WIST FDAALWIREV, SUIT 1603 • "• MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 .. • • • •• ••• •• • .... - ..•• .• • • • • • • • • • • ••• •• NOA No 04-0622.07 �_ Expiration Date: November 11, 2009 Approval Date: November 11, 2004 Page 1 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL -4161. B. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. C. 7/16° LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. E. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE. THE 7/16° LAMI COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. F. 1 1/16° LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. ® G. 9/16" LAMI CONSISTING OF (2) LITES OF 1/4" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. 2. CONFIGURATIONS: SEE SHEET 6. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. FOR MIAMI -DADE COUNTY ANCHORAGE REQUIREMENTS SEE SHEETS 13 AND 14. 5. OUTSIDE MIAMI -DADE COUNTY, REFER TO SHEET 14 FOR ANCHORAGE DETAILS AND REFER TO APPLICABLE TEST REPORTS FOR ANCHORAGE SPACING. 6. SHUTTERS ARE NOT REQUIRED. 7. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. 8. REFERENCE TEST REPORTS: FTL -4159, FTL -4161, FTL -4162, FTL -4163 & FTL -4171. NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS ' 2 DESIGN PRESSURES a ELEVATIONS 4 -5 CONFIGURATIONS 6 VERT. SECTIONS 7 HORIZ. SECTIONS 8 -9 PARTS LIST 10 EXTRUSIONS 11 -12 ANCHORAGE 13 -14 •••• • • • • •••• • ' • • AppreVASS c • • •• •I • • • • • • • • • • • . • • • • • ••••'rye • • • • • ••• • • • •• • Reese By: Dee: Revisions: F.K 8/25/04 A Raved By: Data Retest= FK 8/15/04 6 Resod By. Date: Revise= F.K 10/7/04 C Onm"9y. Outs (?d9 F.K. 8/18/04 CHG. NOTE 2 NO CHANGE THIS SHEET ADD GLASS TYPE G, 9/18" LAMI Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 �T- Visibly Better GENERAL NOTES AND MAP rtes ALUM. SLIDING GLASS DOOR, IMPACT Seaearrs°aek seeks Sheet &OWny No. NTS 1 0, 14 4406 -1 Lucas A. Turner. P.E. PE 1x0201 Mechanical Rated By F.K 7/16" NOM. 3/16" ANNEALED (OPT. A) OR HEAT STRENGTHENED GLASS (OPT. B) EXTERIOR Y .090 SENTRYGLAS PLUS INTERLAYER 3/16° HEAT STRENGTHENED GLASS .591 NOM. GLASS BITE 7/16" LAMI GLASS (SGP) GLAZING OPTIONS A & B 7/16" NOM. 3/16" ANNEALED (OPT. C) OR HEAT STRENGTHENED GLASS (OPT. D) EXTERIOR OR 55 INTERIOR 7/16" AIR SPACE 3/16" TEMPERED GLASS EXTERIOR 1 1/16" NOM. 3/16" ANNEALED (OPT. E) OR HEAT STRENGTHENED GLASS (OPT. F) .090 PVB INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED GLASS .591 NOM. GLASS BITE OR 43 R NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. .090" PVB INTERLAYER (SEE NOTE) 1 1/16" LAMI I.G. GLASS GLAZING OPTIONS E & F 9/16° NOM. 1/4" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 1/4" HEAT STRENGTHENED GLASS OR 41 .591 NOM. GLASS BITE INTERIOR 7/16" LAMI GLASS (PVB) GLAZING OPTIONS C & D EXTERIOR INTERIOR .090 SENTRYGLAS PLUS INTERLAYER ,/ 0 .591 NOM. GLASS BITE • 9/16" LAMI GLASS (SGP) 0 • • •. •• • O 000 termed es campbipswat • •••• • • •••• • • • • Mate I /111 INTEF31Qs NOM .Y�3•�r�Y!7!T�Tr • • • t rig! ` �1 ,40 • .• • ® GLAZING OPTION G ••••. • •• •. • • • • • • • • • • • •• • Date 6!25/04 ReWslw>e: A ADD GLAZING OPTION DESIGNATIONS Res dey F.K Date: 8/18/04 8 NO CHANGE THIS SHEET Revadey. F.K. Date: 10/7/04 RaMekxra: C ADD 9/16' LAMI thews 9y. F.K Data: 6/18/04 0haaked *y. Dad: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better GLAZING DETAILS ALUM. SLIDING GLASS DOOR, IMPACT awtemnaodet SGD-70 FULL Sleet 2 • 14 Waving Ka. 4406 -1 • • • • • ••e •• • • • • •••• • •••/ (U%,%y Lucas A. Turner, P.E. Rev: PE #58201 C Mechanical EXTENDED SILL (31/2 "), MAX. 96" (8°) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5°) GLASS TYPE A. 7/16" LAM! (3116" ANN.,.090 SGP, 3/16" HS) TABLE 1. FTL -4159 Nom. Panel Width Door Height 30" (2°) 72" (6° +70.0 80" (6°) 84" (7°) 90" (7°) 96" (8 °) -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 36" (3°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +66.8 -66.8 +64.8 -64.8 42" (3°) +62.6 -62.6 +56.7 -56.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 48" (4°) +53.2 -53.2 +47.2 -47.2 +44.4 -44.4 +42.3 -42.3 +40.6 -40.6 54" (4°) +46.2 -46.2 +41.3 -41.3 +39.4 -39.4 +37.1 -37.1 +34.8 -34.6 60" (5) +41.7 -41.7 +37.6 -37.6 +35.8 -35.8 +33.1 -33.1 +30.9 -30.9 EXTENDED SILL (31/2' ), MAX. 96" (8°) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5°) GLASS TYPE B. 7/16" LAMI (3/16" HS,.090 SGP, 3/16" HS) TABLE 2. FTL -4163 Nom. Panel Width Door Height 72" (6 °) 80" (66) 84" (7°) 90" (7°) 98" (8°) 48" (4 °) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 54" (4°) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.1 -69.1 60" (5 °) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +66.2 -68.2 +61.8 -61.8 EXTENDED SILL (31/2"), MAX. 96" (8°) HIGH DOOR. TABLE 2A. A\ ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5 °) GLASS TYPE G. 9/16" LAMI (1/4" HS,.090 SGP, 1/4" HS) FTL -41631 +70.0 1 -70.0 EXTENDED SILL (3 1/2"), MAX. 96" (8 °) HIGH DOOR. TABLE 5. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4°) GLASS TYPE C. 7/16" LAMI (3/16" ANN.,.090 PVB, 3/16" HS) FTL -4171 GLASS TYPE E. 1 1/16" LAMI I.G W/ 7/16" LAMI TYPE C. FTL -4162 (3/16" TEMP., 7/16" AIR SPACE, 3/16" ANN.,.090 PVB, 3/16" HS) Nom. Door Height Panel 72" (6 °) 80" (6) 84" (7°) 90" (76) 96" (8° Width 30" (26) +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 36" (3 °) +76.6 -76.6 +72.7 -72.7 +70.6 - 70.6 +66.8 - 66.8 +64.8 -64.8 42" (3°) +62.6 -62.6 +56.7 -58.7 +53.9 -53.9 +50.7 -50.7 +48.2 -48.2 48" (4°) +53.2 -53.2 +47.2 - 47.2 +44.4 -44.4 +42.3 - 42.3 +40.6 -40.6 EXTENDED SILL (31/2 "), MAX. 96" (8 °) HIGH DOOR. TABLE 6. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4°) GLASS TYPE D. 7/16" LAMI (3/16" HS,.090 PVB, 3/16" HS) FTL- 4171 +80.0 -80.0 GLASS TYPE F. 1 1/16" LAMI I.G W/ 7/16" LAMI TYPE D. FTL -4162 +80.0 -80.0 (3/16" TEMP., 7/16" AIR SPACE, 3/16" HS,.090 PVB, 3/16" HS) EXTENDED SILL (31/2"), MAX. 120" (10°) HIGH DOOR. TABLE 4 ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4°) GLASS TYPE B. 7/16" LAMI (3/16" HS,.090 SGP, 3/16" HS) FTL -4161 1 +60.0 1 -60.0 EXTENDED SILL (3 1/2"), MAX. 120" (10 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE A. 7/16" LAMI (3/16" ANN.,.090 SGP, 3/16" HS) TABLE 3. FTL -4161 Nom. Panel Width Door Height 72" (6 °) 80" (68) 84" (7 °) 90" (76) 96" (8°) 102' (86) .108" (9°) 114" (9°) 120" (10 °) 30" (26) +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 36" (3°) +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.9 -58.9 +58.2 -58.2 42" (3° +60.0 -80.0 +56.7 -56.7 +53.9 -53.9 +50.7 -50.7 +482 -48.2 +46.3 -46.3 +44.6 -44.6 +43.4 -43.4 +42.1 -42.1 48" (4 °) +53.2 -53.2 +47.2 -47.2 +44.4 -44.4 +42.3 -42.3 +40,6 -40.6 +38.3 -38.3 +36.0 -36.0 +34.4 -34.4 +33.1 -33.1 NOTES: • • • • • •• • •••••weed • •••••N•t8 ••••'OAH • •••e • • • • rte " pl. er0121(Ake • whiter • • • • • • • A•• • •• •• •••• r • • • • • • • • • f, • 1. STANDARD 2 7/16" SILL LIMITS POSITIVE DESIGN PRESSURE TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. • • • • • • • •••i 2. REINFORCEMENTS NOT REQUIRED IN DOOR PANELS WITH GLASS TYPES C, D, E AND F (TABLES 5 AND 6). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WITH • • GLASS TYPES A OR 8 (TABLES 1, 2, 3 AND 4). • FK. Date: 6/26/04 aevmbna A NO CHANGE THIS SHEET iunaa ax F.K. Date: 8/16/04 RsAelo,mc B ADDED LAMI I.G. GLASS RECIPE taY F.K. 10!7/04 Noviderer C ADD TABLE 2A. 9/16° LAMI rna°a'ax F,1( tetra: 6/18/04 Da•aaeetey Data: 10701ECHNOLOGYOWE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS FL 34274 I 13 GT Descriptiors DESIGN PRESSURES ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SorkelModat SGD-70 FULL Sheet 3 er 14 Deming Mx 4406 -1 Luca] A. Turner, P.E. PE 11682{1 Mechanical • •• • • NOTES: 1. SEE SECTIONS ON SHEETS 7, 8 AND 9. 2. FOR APPROVED CONFIGURATIONS SEE SHEET 6. 3. FOR ANCHORAGE SEE NOTES 4 AND 5, SHEET 1. Rov ay. FK Revel F.K. POCKET Dr E� 39 1/4" TYP. SEE MAX. WIDTH TABLE Er Das: 6/25/04 pX OR Xp Revisions: A SEE MAX. WIDTH TABLE XO OR OX E� l D� POCKET i '- Ar -TE b l . B•[• 1. �D < B{ Di- _ Revisions: A SEE MAX. WIDTH TABLE XO OR OX E� l D� POCKET i '- II� � l . E / Bf �D < B{ Di- _ C�C B Br MAX. Ai- 1B OPENING, FOR TO TO (DOOR 112 3/4" DAYLIGHT PANELS 4 FT. WIDE A MAX. 120" h TYP., HEIGHT UP NOM. T004 FT. WI HEIGHT HT " _I SEE MAX. WIDTH TABLE pXXXO OR OXXXp XXp OR pXX G� F{ IG iF Br" Af IB SEE MAX. WIDTH TABLE OXO TYP., ELS UP DE NOM. 43 7/16" MAX. DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16°) MAX.WIDTH TABLE CONFIG. pXorXp OX or XO XX pXX or XXp pXXp OXO XXO or OXX pXXO or OXXp xOx 000 OXXO pXXXO or OXXXp XXX pXXXX or XXXXp pXXXXp 0000 DIM. 9 1/8" 613/16° 9613/16" 96 1/4" 101 118" 149 3/8° 149 3/8" 148 13/16" 144° 144" 196 9/16" 196" 196 9/16" 196" 195 1/2" 196 9/16" •••• • • • • •••• • • • • • • • App Y ,1 Y,;.,.,, ,. • Florida • AIL NOM •••• • • • •• •• 000000 • • • • • • it �rl: R fir? •, • • • •a - 7 • • • ••• �••e•e• • • • • •• • • • •• • • /eV Ay • • ADD OPPOS CONFIG TO WIDTH TABLE AND VIEWS Oster B NO CHANGE THIS SHEET ,rte . F.K. Dee: 10/7/04 Revisions: C NO CHANGE THIS SHEET Thom By: F.K Dew 6/18/04 c+aa7 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1,529 NOKOMIS FL 34274 �GZ Visibly Better Description: EXAMPLE ELEVATIONS, NOM. 4 FT WIDE PANEL ALUM. SLIDING GLASS DOOR, IMPACT Serkm'M,dee SGD-70 NTS Sena• 4 m 14 Doming No. 4406 -1 Raw C Wtas A. Turner, P.E, PE *semi Mechanical "ID POCKET II l . E / Bf E -IB Di- _ 1 ` SEE MAX. XXp OR pXX G� F{ IG iF Br" Af IB SEE MAX. WIDTH TABLE OXO TYP., ELS UP DE NOM. 43 7/16" MAX. DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16°) MAX.WIDTH TABLE CONFIG. pXorXp OX or XO XX pXX or XXp pXXp OXO XXO or OXX pXXO or OXXp xOx 000 OXXO pXXXO or OXXXp XXX pXXXX or XXXXp pXXXXp 0000 DIM. 9 1/8" 613/16° 9613/16" 96 1/4" 101 118" 149 3/8° 149 3/8" 148 13/16" 144° 144" 196 9/16" 196" 196 9/16" 196" 195 1/2" 196 9/16" •••• • • • • •••• • • • • • • • App Y ,1 Y,;.,.,, ,. • Florida • AIL NOM •••• • • • •• •• 000000 • • • • • • it �rl: R fir? •, • • • •a - 7 • • • ••• �••e•e• • • • • •• • • • •• • • /eV Ay • • ADD OPPOS CONFIG TO WIDTH TABLE AND VIEWS Oster B NO CHANGE THIS SHEET ,rte . F.K. Dee: 10/7/04 Revisions: C NO CHANGE THIS SHEET Thom By: F.K Dew 6/18/04 c+aa7 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1,529 NOKOMIS FL 34274 �GZ Visibly Better Description: EXAMPLE ELEVATIONS, NOM. 4 FT WIDE PANEL ALUM. SLIDING GLASS DOOR, IMPACT Serkm'M,dee SGD-70 NTS Sena• 4 m 14 Doming No. 4406 -1 Raw C Wtas A. Turner, P.E, PE *semi Mechanical NOTES: 1. SEE SECTIONS ON SHEETS 7, 8 AND 9. 2. FOR APPROVED CONFIGURATIONS SEE SHEET 6. 3. FOR ANCHORAGE SEE NOTES 4 AND 5, SHEET 1. POCKET D a SEE MAX. WIDTH TABLE E� pX OR Xp 1 39 1/4° TYP. J Br SEE MAX. WIDTH TABLE XO OR OX i Di- } POCKET 1D POCKET ] e N lE B f 1D a B j" ii C{ / a 1B 1C B 1 — Af 1B 1 �A 88 3/4" DAYLIGHT OPENING, FOR PANELS THAN 4 TO 5 FT. WIDE, (DOOR -7114") MAX. TYP., 96" M WIDER HEIGHT, FT. UP FOR PANEL NOM. THAN 4 I HEIGHT TO 5 FT. WI i SEE MAX. WIDTH TABLE -... F ' SEE MAX. WIDTH TABLE pXXXO OR OXXXp XXp OR pXX G{ 1D POCKET r N lE B f Di- b 1B 1F a b Bf ISEE MAX. XXp OR pXX G{ OXO TYP., S WIDER T. UP DE, NOM. 55 7/16" MAX. DAYLIGHT OPENING, NOM. 5 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16°) MAX.WIDTH TABLE CONFIG. DIM. pX or Xp OX or XO Z1 1/8 13/16" XX 120 12013/16" pXX or )(Xp 1201/4" pXXp 125 1/8" OXO 185 3/8" XXO or OXX 185 3/8" pXXO or OXXp 184 13/16" XOX 180" 000 180" OXXO 244 9/16" pXXXO or OXXXp 244° XXXX 244 9/16" pXXXX or XXXXp 244" pxxxxp 243 1/2° 0000 244 9/16° •••• • • • •.•• • • • •• • pproved **. •••.S ••••. • • ••• •e 'Date N •••• • •••• • • •• •• •••I•• • • - • • • •••• 4• • • • ` •••t • • •�.••• •• • • • l e' /v y Roved By: F.K 8/25/04 A ADD OPPOS CONFIG TO WIDTH TABLE AND VIEWS Roved By: F.K. Peke 8/18/04 RteRstonx 8 NO CHANGE THIS SHEET RendaY F.K. Pale: 10/7/04 Revisions: C NO CHANGE THIS SHEET Crew as F.K Ogg 6/18/04 Crceamder• Calm 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 d r Visibly Better EXAMPLE ELEVATIONS, NOM. 5 FT. WIDE PANEL re. ALUM. SLIDING GLASS DOOR, IMPACT seeiswmome SGD-70 NTS Sheet 5 ar 14 giggly Nce 4406-1 Lucas A. Turner, P.E. Rae: PE #58201 C Mechanical • F1 16 1F a b Bf Al 1B SEE MAX. WIDTH TABLE OXO TYP., S WIDER T. UP DE, NOM. 55 7/16" MAX. DAYLIGHT OPENING, NOM. 5 FT. WIDE PANELS TYP. (NOM. WIDTH - 4 9/16°) MAX.WIDTH TABLE CONFIG. DIM. pX or Xp OX or XO Z1 1/8 13/16" XX 120 12013/16" pXX or )(Xp 1201/4" pXXp 125 1/8" OXO 185 3/8" XXO or OXX 185 3/8" pXXO or OXXp 184 13/16" XOX 180" 000 180" OXXO 244 9/16" pXXXO or OXXXp 244° XXXX 244 9/16" pXXXX or XXXXp 244" pxxxxp 243 1/2° 0000 244 9/16° •••• • • • •.•• • • • •• • pproved **. •••.S ••••. • • ••• •e 'Date N •••• • •••• • • •• •• •••I•• • • - • • • •••• 4• • • • ` •••t • • •�.••• •• • • • l e' /v y Roved By: F.K 8/25/04 A ADD OPPOS CONFIG TO WIDTH TABLE AND VIEWS Roved By: F.K. Peke 8/18/04 RteRstonx 8 NO CHANGE THIS SHEET RendaY F.K. Pale: 10/7/04 Revisions: C NO CHANGE THIS SHEET Crew as F.K Ogg 6/18/04 Crceamder• Calm 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 d r Visibly Better EXAMPLE ELEVATIONS, NOM. 5 FT. WIDE PANEL re. ALUM. SLIDING GLASS DOOR, IMPACT seeiswmome SGD-70 NTS Sheet 5 ar 14 giggly Nce 4406-1 Lucas A. Turner, P.E. Rae: PE #58201 C Mechanical • • " -SECT. E;E 1 -SECT. D -D �w- X POCKET, Xp (SHOWN) OR pX SECT. E- E___cSECT. B,B,`, SECT. I -1 SECT. 0 -D ____/- SECT. A -A,/B;9__../-SECT. -SECTB;9__../-SECT. E -E \ SECT. B -B OX (SHOWN) OR X0 XX" SECT. I -1 XX POCKET, pXX (SHOWN) OR XXp SECT. D-D-1 SECT. SECT. D -D-- a • XX DOUBLE POCKET, pXXp SECT. E-E •_SECT. B-B - SECT. B- B- `_SECT. E -E •� XOX SECT. G-G-1 -SECT. B -B- SECT. B-B- SECT. G-G-\ _� / / / / 1 4v, //, / / • , %1 000 ALL FIXED SECT. A-A SECT. B-B -_ SECT. F -F i SECT. G-G-`_ �• • t= iiiiroiiiiiiiiiii//1 /)/ �/. / OXO W/ LEFT SLIDING PANEL (SHOWN) OR W/ RIGHT SLIDING PANEL SECT. D -D . �• B-B - SECT. F -F /w /w XXO POCKET, pXXO (SHOWN) OR OXXp NOTES: 1. SEE SECTIONS A-A, B -B, C-C , D -D AND E -E ON SHEET 8. 2. SEE SECTIONS F -F, G-G, H -H AND I -1 ON SHEET 9. Renner F.K. Revader. F.K. Date: 8/25!04 SECT. A -A SECT. F -F -, SECT. B-B--\ _ OXX (SHOWN) OR XXO ,SECT. E -E SECT. A A__/-SECT. H -H " `SECT. H-H_i-SECT. A-A - 1. / 4' /i /iii % � / SECT. A -A- SECT. B -B SECT. C-C \._ 0000 ALL FIXED (SECT. B- B__ drSECT. A -A /_ •• � / •• G' / • b /w % SECT. G-G - SECT. B -B OXXO SECT. C- C-\._ �• _ SECT. B -- ••1...._45 ••`_ "/ b '•�..w- • SECT. D -D OXXX POCKET, OXXXp (SHOWN) OR pXXXO SECT. D- DSECT. B-B-l_ SECT. C-C-_ / •, a / / f -SECT. B-B -SECT. E -E a % '/ /iii /' /i�l,r.,•��, j// // ,57 /.— w ••r_ )000( POCKET, pXXXX (SHOWN) OR XXXXp SECT. I -1 - SECT. B -B-` SECT. i%, / / /.��•�"f�� iviii SECT. A-A SECT. D -D--` SECT. B -B XXX SECT. C -C \.. _�• a SECT. B -B SECT. I -I • • •••• • • • A, . a9 eomp{Y1PB/Zae } • • Saris te • • • l 4i1 • •• • •• • • • • "• •• •Llh o I illk.;" • r •••• �1`�r �'•' • / • SECT. D -D ••••S• • • •• •• • •• • • INTERIOR (ALL CONFIG.) EXTERIOR XXXX DOUBLE POCKET, pXXXXp • • • • • 1/4_,/ ••••• r~ • "/•. • • • • • • •• • Revue A CORRECT XXp & OXO CONFIGS Date: 8/18/04 6 NO CHANGE THIS SHEET Rated By: F.K Dew 10/7/04 Revisions: 0 NO CHANGE THIS SHEET wa.o, er F.K Date 6/18/04 Medal ay: Dam: 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 Visibly Better Dew CONFIGURATION DIAGRAMS ALUM. SLIDING GLASS DOOR, IMPACT amreanaaoaet SGD-70 NTS a 14 Drawing No. 4406 -1 Lucas A. Twner, P.E. Rma PE 058201 C Meohanlcal ASTRAGAL SIDE RAIL ASTRAGAL SIDE RAIL • • • • •• • ••. • • • • • • • • • • • • • • • •• • •• • Rowley: F.K TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL Date: 8125/04 Revettater A TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS ADD INTERIOR DESIGNATIONS Norm ey: F.K Raved* F.K. Date: 8/16/04 Rea:stem: 8 NO CHANGE THIS SHEET Date: 10/7/04 Revue 0 NO CHANGE 77-118 SHEET They. F.K. Date 8/18/04 Umbel Ely: Derr: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better VERTICAL SECTIONS ALUM. SLIDING GLASS DOOR, IMPACT Sermeale SGD-70 Sastm 1/2 Sheet 7 a 14 Daa�•Ra 4406 -1 Rea Lucas P. Tumer, P.E. C Mechanical LOCATED AT VERTICAL CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D SECT. A-A FIXED STILE AT JAMB (OUTSIDE) O or X REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY SECT. B -B DOUBLE & SINGLE INTERLOCK Read By F.K OgAr 6/25/04 SECT. C -C MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) Revisions: A 0 or X ill❑ illiftlitts. •• EXISTING STRUCTURE SECT. D -D MOVABLE INTERLOCK AT P -HOOK REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY SECT. E -E MOVABLE STILE AT JAMB (INSIDE) INTERIOR (ALL SECT.) EXTERIOR •••• • • •••••• • ▪ • • • • • 41►PPr's � ,,,, °:, aid ulna • • • Date •••• • • r:l • • •• •, • • • •• • .. • .� ••• • • • •••• Loin /‘,Y • •• • CHANGE SECT CO TITLE & REMOVE EXT KNOB ReadBy: F.K 8/16/04 Rertde c B NO CHANGE THIS SHEET Read By: F.K. amore: 10/7/04 Revisions: C NO CHANGE THIS SHEET Ramer F.K Oak: 6/18/04 GmdotdBy: Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 dl" HORIZONTAL SECTIONS ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better BadNe6det SGD•70 same: 1/2 or 14 Re 4406 -1 • • Lucas A. Turner, P.E. PE 9E8201 Mechanical • • • • • REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) REINFORCEMENTS REQ'D W/ GLASS TYPES A OR B ONLY SECT. H -H DOUBLE & SINGLE INTERLOCK (FIXED) LOCATED AT VERTICAL CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D, --� SECT. G -G FIXED STILE AT JAMB (INSIDE) SECT. I -1 MOVABLE STILE AT JAMB (OUTSIDE) { INTERIOR (ALL SECT.) EXTERIOR •••• • • • • ▪ • • • • •• • •••••• 00000 • • • oXpproved m aaaliabia tll• • • •••s• „ •• • •• Data I • • •• • Osseo • ••••• • • • i••1 ••••• • 0000000 • • • • • J� �� / ▪ ••i••• • • • • L r•�� • •• • •• • •• • Datzc 825/04 Ravistanc A SECT F -FCHO TITLE & REMOVE KEY. SECTH -H CHO CUP SCREWS 8/16104 B NO CHANGE THIS SHEET Data: 10/7/04 C NO CHANGE THIS SHEET 6/18/04 Cuaarwasr Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 13 GT Dom: HORIZONTAL SECTIONS CONTINUED r ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better amiesimad• SGD-70 1/2 fame 9 m 14 • 4408 -1 Lucas A. Turner, P.E. Raw PE #637O C Mechanical ITEM DWG# PGT # DESCRIPTION ITEM DWG# PGT # DESCRIPTION 1 4302 612245 FRAME HEAD 2 4386 7P4386 SILLMEAD WEATHER STRIPPING PAD 3 4303 64303 FRAME SILL 39 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" H.S. 4 4361 64361 3.500 SILL ADD ON 5 4314 612254 ADAPTER, FIXED PANEL 6 4315 64315 THRESHOLD COVER 40 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" ANN. 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP 8 4304 612247 FRAME JAMB 9 1155 -1 781 PQA #8 X 1" LG. S. STL. QUAD /PHIL PAN HEAD 41 10 4306 612249 PANEL SIDE RAIL 11 4383 64383 DOUBLE INTERLOCK 12 4399 64399 INTERLOCK 13 4398 64398 ASTRAGAL BASE 14 4380 64380 FEMALE ADD -ON 15 4381 64381 MALE ADD-ON 16 4305 64305 TOP & BOTTOM RAIL 17 4403 64403 P -HOOK FOR POCKET DOORS 18 4362 64362 FIXED PANEL CLIP 19 1235 67S16G WSTP .170 X .270 BACK, FIN SEAL 20 4393 67393G WSTP .400 X .270 BACK, FIN SEAL 21 720X112X 1/4-20 X 1.50 PH. PAN HEAD S. STL. TYPE F 22 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 23 71032X1FPFX #10-32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES 24 70834X #8 X 3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. KEEPER MOUNTING SCREW 25 78X38PPT #8 X 3/8 LONG PHILLIPS PAN HEAD TEK 26 71032INSERT 10-32 ALUMIN THREADED INSERT 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 28 4388 MOVING/FIXED INTERLOCK END PLUG 29 4387 44387 ASTRAGAL BASE END PLUG 30 4389 44389N LOCKSTILE END PLUG 31 4392 7XXX1 MD(BSW) TOP RIGHT STICKER COVER 32 4392 7XXX4MD(BSW) BOTTOM RIGHT STICKER COVER 33 4392 7XXX3MD(BSW) TOP LEFT STICKER COVER 34 4392 7XXX2MD(BSW) BOTTOM LEFT STICKER COVER 35 1049 71049 TANDEM ROLLER 36 1636 72048 W,K,S 3/4" HOLE PLUG 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8 -32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS 38 7SGD2889 (1)TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH & (1) KEEPER (1) STAINLESS MORTICE LOCK (1) ZINC DICHROMATE RECESS ADAPTER 42 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3/16" ANN. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 43 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 44 DOW CORNING 899 SILICONE GLAZING SEALANT 45 DOW CORNING 995 SILICONE STRUCTURAL SEALANT 46 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 47 1225 6TP248 49 4324 6534601 VINYL BULB WEATHERSTRIP (THIN) 7/16" LAMI GLAZING BEAD 51 4395 64395 1 1/16" LAMI I.G. GLAZING BEAD 52 1267 71267N SETTING BLOCKS 1" X 1/2" X 1/8" THICK 53 749 7BRKTM25 REINFORCEMENT SPRING CLIP 54 4356 74356A FIXED PANEL ANGLE BRACKET 55 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" ANN. 56 9/16" LAMINATED GLASS -1/4" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 1/4" H.S. 57 4375 64375 9/16" LAM/ GLAZING BEAD S1 4317 612256 SCREEN TOP RAIL S4 4318 612257 SCREEN BOTTOM RAIL S7 4319 612258 SCREEN SIDE RAIL • • S11 4320 612259 SCREEN MEETING RAIL •_•• • S14 4344 64344 SCREEN ASTRAGAL • S15 4384 64384 SCREEN ASTRAGAL ADAPTER ••• • •••• • ••Approvat.t�edet • • • DO' De '., 4 'NOM sJiiYM.#!' /Y •r• •• • • • • •• •• •• • • • • • • • ••• • • • • . • /•. •••• • 1��>✓� • . • Reed ey. F.K. Daft: 8/25/04 Rev(atanx A REVISE DESCRIP. ITEMS 12,13,18,S1,S4,S7 & S11 Ravel By F.K. bate: 8116/04 Revmbnx B NO CHANGE 7711S SHEET Read By F.K. Data: 10/7/04 C ADD ITEMS 55 & 57 Drawn By. F.K. 6/18/04 CrmdredBy. 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PARTS LIST raw ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better t SOD-70 NTS Meat 10 .1 14 4406-1 Rev. Lucas A. Turner, P.E. PE 558201 MechaNcei • •• • • • • • • • • —► �r— .078 NOM. 5.177 1 - FRAME HEAD MAIL: 6063 -T5 DWG# 4302 x1.986 l J .557 .062 NOM. —►{ f+— 6 - THRESHOLD COVER MATL: 6063 -T5 DWG# 4315 WALLS VARY FROM .060 TO .250 11 - DOUBLE INTERLOCK MAT'L: 6063HS -T54 DWG# 4383 3 - FRAME SILL MAT'L: 6063 -T5 DWG# 4303 .078 NOM. 1 , r 5.357 8 - FRAME JAMB MAIL: 6063 -T5 DWG# 4304 WALLS VARY FROM .060 TO.125 .062 r NOM. 3.500 4 - ADD ON SILL MATL: 6063 -T5 DWG# 4361 .062 1235 NOM. 12 - INTERLOCK MAIL: 6063HS -T54 DWG# 4399 16 - TOP & BOTT. RAIL MAIL: 6063 -T5 DWG# 4305 WALLS VARY FROM .060 TO .125 .190 i 1.087 I– .125 13 - ASTRAGAL BASE MAT'L: 6063 -T6 DWG# 4398 2.000 -- 1 T 17 - P -HOOK MAT'L: 6063 -T6 DWG# 4403 •••• • • •••• •••• • •• • •0000• •••• ••••.• • • Approved as ssith to • •••• "bride ++ .]�• ••••fit ••• ::;: l, N� • • • •••S•• • • • • • • • • • • • Read By F.K Dottc 6/25/04 Ravblat€ A CHG ITEMS 12 & 13 NAMES Read By. F.K. Dalw 8115/04 Re9e<mm: B NO CHANGE THIS SHEET Retold By F.K. rte: 10/7/04 Ra 6nC C NO CHANGE THIS SHEET /law By F.K 6/18/04 Cpw�dBy) Bale: 1070 TECHNOLOGY ARIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better EXTRUSIONS ALUM. SLIDING GLASS DOOR, IMPACT Sass mmaee SGD-70 NTS aa..e 11 d 14 Dma4•NO. 4406 -1 • • • ••, ••• • • • • Lucas A. Turner, P.E. PE #55201 MEthm IO • ••• • • • • • • • • • ••• • 5 - ADAPTER, FIXED PANEL MAT'L: 6063 -T5 DWG# 4314 WALLS VARY FROM .108 TO .188 1.644 2.376 2.757 t 1.700 .062 NOM. .062 NOM. 10 - PANEL SIDE RAIL MAIL: 6063 -T5 DWG# 4306 14 - FEMALE ADD -ON MAT'L: 6063 -T5 DWG# 4380 .062 r .109 AVG. WALL THK. 15 - MALE ADD -ON MATL: 6063 -T5 DWG# 4381 .062 NOM. —►{ 1.019 r•-- f 1.872 S11 - SCREEN MEETING RAIL (SCREEN FRAME) MATL: 6063 -T5 DWG# 4320 NOM. 1.993 .062 NOM. .062 NOM. S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 —•-{ 1.019 r_ -�{ 1.342 r } f 05 0 1.5 J 1 NOM. __1 S14 - SCREEN ASTRAGAL MAIL: 6063 -T5 DWG# 4344 1.872 S4 - SCREEN BOTTOM RAIL S7 - SCREEN SIDE RAIL (SCREEN FRAME) (SCREEN FRAME) MATL: 6063 -T5 MATL: 6063 -T5 DWG# 4318 DWG# 4319 .060 r NOM. 3.162 0 1 NOM63 . 2.272 L S15 - SCREEN ASTRAGAL ADAPTER MAT'L: 6063 -T5 DWG# 4384 •••• •••• R • • • • • • �-- 1.935 �i _1••••• •• ppp �l twaft••••i• •:, ••••A. in "I' •, • �j tA$i4a11XtT_. :r•I•i II .800 ••• 4 - . rr iw,i • • ••• ►ii�'r t 18 - FIXED PANEL CLIP MATL: 6063 -T5 DWG# 4362 • •• •• • • • • • • • • • • •. •• • • • Rend Or F.K Revsd8$ F.K. F.K. Orewn BY. F.K Dam 6/25/04 Data 8/16/04 babr 10/7/04 agtec 6/18/04 REVISE DESCRIPT. S1 , S4, S7 & S11 NO CHANGE 71418 SHEET NO CHANGE THIS SHEET Oefa: 1070 TECHNOLOGY DRIVE NOKOM1S, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 PA GT_ Visibly Better EXTRUSIONS 7ffiG ALUM. SLIDING GLASS DOOR, IMPACT SeateshVodet SGD-70 NTS '72 of 14 Chasing 4406 -1 •••• Luce A.1 artier, P.E. PE #58201 Mechanical • HEAD AND SILL INTERLOCK & ASTRAGAL ANCHOR A. 7/16 LAMI (A, .090 SGP, H) B. 7/16 LAMI (H, .090 SGP, H) CLUSTER BY PANEL SIZE & GLASS TYPE C. OR E. 7/16 LAMI (A,H) OR IN 1 1/16 LAMI 1.G G. 9/16" LAMI D. OR F. 7/16 LAMI (H,H) OR IN 1 1/16 LAMI I.G. (H,.090 SGP, H) ca NOM. PANEL a) WIDTH 5 DOOR HEIGHT 72" (6°) 80" (6") 84" (7°) 90° (7°) 96° (8°) z O 44 z 9) to V) O co z N z o to y J co 2 15 2 U) 1 2 9, 2 (7 N 2 y ro to co 24" (2°) A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A B A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A C,E A A A A A A A A A A A A A A B A A A D,F A A A A A A A A A A A A A A A B A A A 30' (2°) A A A A A A A A A A A A A A A A A A A A A A A B A A A A A A A A A A A A A A A A A A A A A A A A A A B1 A A A A A A A A A C,E A A A A A A A A A A A B A A B A A A 36" (3°) D,F A A A A A A A A A A A B A A A B A A A A A A A A A A B A A A B A A A B A A A A A A B A A A A A A A B A A A B A A A B A A A A A A A A A A 8 A A 8 A C,E A A A B A A A B A A A B A A A B A A A D,F A A A B A A A B A A B B A A B B A B 42° (3°) A A A A A A A A A A A A A A A A B A A A A A A B A A A B A A A B A A A B A A B B A 8 A A A A A A A A C,E A A A A A A A A A A A A A A B A A A D,F A A A B A A B B A B B B A B B C A B 48" (4°) A A A A A A A A A A A A A A A A A A A A A A A A A A B A A A B A A B A B B B A B B C A B A A A A A A C,E A A A A A A A A A A A A A A A A A A A A D,F A A 8 A B B C A B B C A B B C B B `4" (4° A A A A A A A A A A A A A A A A A A A A 8,G A A B A B B C A B B C A B B C B B 60° (5°) A A A A A A A A A A A A A A A A A A B,G A A B B A B 8 C A B B C B B C B INTERLOCK OR r"— ASTRAGAL CENTERLINE CLUSTER A - (4) ANCHORS INTERLOCK 6R ASTRAGAL CENTERLINE CLUSTER B - (6) ANCHORS INTERLOCK OR ASTRAGAL CENTERLINE CLUSTER C - (8) ANCHORS HEAD OR SILL ANCHOR CLUSTERS ts MIAMI-DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: • • 1. TWO MIAMI-DADE COUNTY APPROVED 1/4" TAPCONS OR #12 SCREWS AT EACH HEAD, SILL AND JAMB LOCATION DETAILED IN NOTES 2 THROUGH 4. P-HOOKS REQPIIRE. • &A SINGLE ROW OF 1/4° TAPCONS OR #12 SCREWS AT EACH LOCATION DETAILED IN NOTES 2 THROUGH 4. 2. MAX. 96" HIGH DOORS W/ PANELS UP TO 48' WIDE. &HEAD 8 1/4" MAX. FROM CORNERS AND 16 3/8" MAX. 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINE. • eio SILL 8 1/4" MAX. FROM CORNERS AND 16 3/8" MAX. 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE!. • - MAX. 120" HIGH DOORS W/ PANELS UP TO 48" WIDE. aHEAD 8 1/4° MAX. FROM CORNERS AND 16 3/8" MAX. 0.C. Pars APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLIN,6 • sp. SILL 8 1/4" MAX. FROM CORNERS AND 16 3/8" MAX. 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE.oem• JAMBS 8" MAX FROM BOTTOM AND 26" MAX. 0.C. I • 4. MAX. 96" HIGH DOORS W/ PANELS UP TO 60" WIDE. ANCHORS ABOVE ARE MIAMI-DADE COUNTY APPROVED 1/4' TAPCONS OR #12 SCREWS TABLE 7. • • &HEAD 8 1/4" MAX. FROM CORNERS AND 22 7/8" MAX 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINe.. e• ••• SILL 8 1/4"" MAX. FROM CORNERS AND 22 7/8" MAX. 0.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMBS 8° MAX FROM BOTTOM AND 26 11/16" MAX. 0.C. Raved By: F.K. b4b. 5/15/04 REVISE NOTES 2, 3 & 4 HEAD. REVISE TABLE Rand By: F.K. Dabx 5/16/04 Revrelana B NO CHANCiE THIS SHEET Rend Bp Draw n By: F.K R1C Date 10/7/04 6/18/04 Revisions 0 IV RECALC ANCHOR CAPACMES, UPDAT E SPACING NOTES & TABLE Dabx 1070 TECHNOLOGY DRIVE 14101COMS, FL 34275 P.O. BOX 1529 NOKOMIS, F1. 34274 13 GT Dabastaaax ANCHORAGE SPACING rake ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SGD-70 118 13 14 Dathbla9 no. 4406-1 Rev fa Ott 'PE #58201 Meohonlcuf • • • • • • 1 1/2° MIN. #12 SCREWS 1/4" MAX. SHIM —1-11-•-- EXTERIOR 1/4" MAX. SHIM -■-I�, 1/4° TAPCONS (SEE NOTE1) 2x WOOD (SEE NOTE 2) 1 1/4" MIN. (CONCRETE) 1' 1x WOOD BUCK (SEE NOTES 3 & 4) EXTERIOR 1/4" TAPCONS (SEE NOTE 1) 1x WOOD BUCK (SEE NOTES 3 & 4) (CONCRETE) 2x WOOD _ 1 1 1/4" :•1 MIN. 1/4" MAX. SHIM EXTERIOR 1 1/2" MIN. EXTERIOR TYPICAL FRAME HEAD INSTALLATIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED®TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2° OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. WOOD BUCKS LESS THAN 1 112" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). TYPICAL FRAME JAMB INSTALLATIONS (CONCRETE) 1 1/4" MIN. --'.-I 1/4" TAPCON (SEE NOTE 1) EXTERIOR (CONCRETE) 1 1/4° MIN. 1x WOOD BUCK (SEE NOTES 3 & 4) 1/4" TAPCON (SEE NOTE 1) EXTERIOR 1 1/2° MIN. --►-I P\\ #12 SCREW EXTERIOR TYPICAL POCKET P -HOOK INSTALLATIONS 2x WOOD (SEE NOTE 2) EXTERIOR #12 SCREWS GROUT MUST TRANSFER SHEAR LOAD TO SLAB 1/4" MAX SHIM t1 1/2° MIN. 2x WOOD (SEE NOTE 2) 1/4" MAX EXTERIOR :4 1/4" MIN. 1/4° TAPCONS (SEE NOTE 1) (CONCRETE) (SEE NOTE 2) *, 1 1/4" MAX. SHIM #12 SCREWS • • • • ••� • •••• • • •••• • • • • • • • • Approra!! rnm9bB s••is�°' ': 4 • L II(II • • • • •paw ►L'Lri,f,yko ' t � {„ I • • AI •••• ••••• • • •• •• TYPICAL FRAME SILL INSTALLATION • ; • • • • • •• • Rend ar Pi( von 6/25/04 A REMOVE SILL VIEW WI 1x WOOD Read Sr F.K. ✓tee 8/16/04 Revue NO CHANGE THIS SHEET Revs Br F.K. Data: 1017/04 Revisions: C REMOVE MFR NAME, NOTE 1 Olen By: F.K. 6/18/04 Clucked aY Vann 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS FL 34274 EIGIT Visibly Better ANCHORAGE DETAILS ALUM. SLIDING GLASS DOOR, IMPACT seenevonet 600-70 1/4 Meet 14 m 14 D,-fq Nu 4408 -1 Ron c • • • • • ••• • •d • Lucas A. Turner, P:E. PE 058201 • Mechanical ••• • • • •• • •• • • • • •• • • •• • ••• • • PROCES # FOLIO # 30- CROWN OF ROAD 4.20 Ft NGVD FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on .pages 1-7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME JEFFREY R. DAVIS & YASMIN S. DAVIS. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 9275 NORTH BAYSHORE DRIVE STATE C MIAMI SHORES , FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 4, BLOCK 4, PLAT BOOK 44, PAGE 63, MIAMI —DADE COUNTY, FLORIDA. BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, ff necessary.) SINGLE FAMILY HOME. LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ##' - ##.##" or ##.ice°) 0 NAD 1927 ® NAD 1983 For Inrarice Company Use:.. . Policy Number . Company.NAIC Number._: ZIP CODE 33138. SOURCE: 0 GPS (Type): ❑ USGS Quad Map ® Other. A11IQ sATICLEVEL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 82 COUNTY NAME MIAMI —DADE B4. MAP AND PANEL NUMBER 12025C -0093 83. STATE FLORIDA 135. SUFFIX J Be. FIRM INDEX DATE 7/17/1995 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3/2/1994 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. ❑ FIS Profile ® FIRM Community Determined 0 Other (Describe): 611. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 0 NAVD 1988 0 Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* ® Finished Construction *A new Elevation Certificate wll be required when construction of the building is complete. C2. Building Diagram Number ](Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, Vi V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AFUAH, AR/AO Complete Items 03. -a-i below according to the building diagram specified in Item C2. State the datum used If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum conversion. DatumNGVD Conversion/CJomments Elevation reference mark used N603Does the elevation reference mark used appear on the FIRM? 0 Yes [i No C i a) Top of bottom floor (including basement or enclosure) 900 ft(m) b) Top of next higher floor . _ft (m) O c) Bottom of lowest horizontal structural realer (V' zones only) ❑ d) Attached garage (top of slab) X00 ft.(m) O e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) __ft(m) ❑ f) Lowest adjacent (finished) grade (LAG) 5 50 It(m) ❑ g) Highest adjacent (finished) grade (HAG) 585 ti•(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 i) Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) 88. FLOOD ZONE(S) "AE" & "VE' B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of tbccing) 10 & 11 m CD CD I� o Ec w I .n E�+ z9 a) .J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation informa I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that an false statement may be .unishabie b fine orim•risonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME ROLANDO ORTIZ TITLE PRESIDENT ADDRESS 9350 SW SIGNAT LICENSE NUMBER 4312 n. CE COMPANY NAME GUNTER GROUP, INC. CITY MIAMI DATE 3/22/2006 B Y: STATE , CODE FLORIDA 33165 FEMA Form 81 -31, January 2003 TELEPHONE 305 - 220 -0073 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 9275 NORTH BAY SHORE DRIVE, CITY STATE ZIP CODE MIAMI SHORES, FIORIDA 33138. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insuranceagent/company, and (3) building owner. COMMENTS For Insurance Company Use: Policy Number Company NAIC Number LI Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1 I I ft•(rn)_I 1 (in.(cm) I_1 above or 1_1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1 1 I ft.(m) 1 1 jin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? (.1 Yes 1_,_1 No LI Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY SIGNATURE COMMENTS STATE ZIP CODE DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) Li Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_I A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. .G3. L. The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCI1OCCUPANCY ISSUED G7. This permit has been issued for I j New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: . ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: . ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY,NAME TELEPHONE SIGNATURE DATE COMMENTS I -1 Check here if attachments FEMA Form 81 -31, AUG 99 REPLACES ALL PREVIOUS EDITIONS CITY CQ��s Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 05 -1503 Job Name: Addition for Davis Res. Page 1 of 2 Building Critique Sheet VI. Plans are to be reviewed and approved by HRS, DERM and Miami -Dade Planning & Zoning for payment for Impact Fees. Submit Permit applications for Electrical, Plumbing, Mechanical, Septic Tank, Roofing, and Precast Concrete Piles. W3i , C) Provide Value of proposed work for this permit in permit application. Address comments from Structural & Planning & Zoning. z/5: Provide Product Approvals for all windows, doors & overhead door as required by FRC 4410.4 including the Product Approval Comparison Chart. (See attached) in 2 sets. :, -*,11 0llI•I*N1.71I tuat:lirf , <Ct 1 Provide signed and sealed copy of the Geotechnical Report from Dynamtec Engineering. Or. Provide Letter of Intent or Inspection Schedule from the Special Inspector on its letter head on the proposed Engineered Unit Masonry inspections. Plans and submittals are incomplete; therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your Re- submittal. Cl rande CBO 05- 795 -2204 ext. 430 gN(1 _i---re/rt5 a, 3 A.A.sd ?vzr-r ilep4) Aarace JOB ADDRESS: ZONING CRITIQUE SHEET PERMIT # f 411 51-1-o. '" APPLICANT: try ) 9 APPLICATION: AlUtTteliQ DA E COMMENTS la 10 C^ u,2(i6)-y eilMtrierb INITIALS CAA .'r!. 7 £#tv .t 4frt 7 w Ids -- n4- 134141- v ''5r,1 -t L. s>teyste.c, 616 .fe4' 97211.° alt •,eoviov- 124W Africv rr1.2,n. S a u n. ; 54. Sel' f Otael Was,' !" ,., ��v�;.. re1 or o wl Aft 4 Pow 1 e7 i. e� ewt .4. C6,a/ 0 54—Cl o4. ,L .4-i�n+'a`4 rte, lie.14.QC.e.r, j .tow. Miami Shores Village Building D ep artm.ent 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. )5- /6o 3 Job Name PA V/ 5 '7275" 134 ,5/ ere Dr. STRUCTURAL CRITIQUE SHEET Aern®olel AJeed Pee4r�c 1 AIprevotJ ler all new kvie)cloa,sIJ ddcyrsi 9•arafe dear) 4./c. ,dark or applrc ale v41-ia h/e s $ Ja' Mai Mel ',nee/. tie Ca. /cola J-ed vend 1 56(4,4;/- 64-.0 Teti r e opi- r ` /s. CG°d e ry �� / /� y 0/5 - 1' /, fie. cot. i-ei 4 o ea- Side cesher apeo rni is S ®" . en all 31,45/ spe eiJ5, /he /Pmr 6,rrss oK &/0 On S -2 S -Si ,thait✓ /2e Clz x30 an e P/ai4 c/r 4ss. c 6w // Sije and Spac ny of ( /zx3t rvi� /a ZONING CRITIQUE SHEET PERMIT # 65 a /5°3 JOB ADDRESS: 7 75 ,ys�� APPLI ANT: 5 APPLICATION: DATE G. COMMENTS P J ,i ic� s-ke r °p p a et+ ✓- ,-)/ .11 + d�1^e5� ,� ` ►� erg y )-J cl rb oi„-Lq . € o (, eJ67 lirc.�.c>s o INITIALS Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0.5---16-27 3 Job Name t7u£' /s Date r/30 /al, `275 g" hare STRUCTURAL CRITIQUE SHEET ne'nodel ce/ Y-e4fI a,h ea-EA ems.d , careh i i 1L ear - "-1, 5-2. I'D2/?enthl is > ace- V(...9 On S -41 Sh, arr1 %GQ /r-n a /%rni;l e1144 e./e,� v1 o Tt e / /i5 a 4-30 she s /lew 6vw 4d pi' /- f /'/e d Fad/4;4 Rawirii en F -' 'Thera % 11a des/y,7 1r4 i- phis area- s-.3 a ex Is fmy c rdiha.. ./a Cam) - S1.11-9 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDINCiC,OIP St tUQtiOW••: •: FORM 600C -01 Residential Limited Applications Prescriptive Flethpd € • •' • 4OU$H 7 8 9 Small Additions, Renovations & Building Systems • • ••• • • • • ••• Compliance with Method C of Chapter 6 of the Ronda Energy Efficiency Code may be demonstrated by the use of Form 600C-01 for additions of 600 square feet or less, site- installed components of manufactured homes, and renovations to single and multifami v residences. Alternative methods are provided for addlllions by use of Form 6008.01 or 600A -01. PROJECT NAMEL' AND ADDRESS: ,,14/. E , *E. NOVA// ON BUILDER: • • •• • • • • • • , • • • ,• PERMITTING OFFICE: ; ; • : • • • C•1- 11111.E .--'- ZONE: • 7 • • • la 9 c/2 qs i2 i VP OWNER: PERMIT NO.: JURISDICTION NO.: Q ® .O SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area). Prescriphve requirements in Tables 6C-1, 6G•2 and 60iapply th:cor I sof th additioryn t io the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addfion or is ben stl in =jrrlc boas& thoatldition con action. Components separating uncondlioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildingssvlagoigg reaovatl'c>pstost�rg rtpretganip‘fit assessed value of the bulking). Prescriptive requirements in Tables 6C-1 and 6C•2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. 1. Renovation, Addition, New System or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass area and type: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, gas h.p., room or PTAC, existing, none) 13. Air Distribution System *: a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes /No) 14. Hot water system: (Types: elec., natural gas, of r, existing, none) * Pertains to manufactured homes ith site installed components. Please Print 1. Abbdirk_ 2. IN6-ltn *E3 /.D. 3. 4. 472 5. 7.5. Single Pane Double Pane 6a. sq. ft. sq. ft. 6b. /20 /' sq. ft. sq. ft. li 7. 2 % 8a. R= -- 8b. R= 8c. R= -- 8d. R= 8e. R= -° lin. ft. sq. ft. sq. ft. sq. ft. sq. ft. 9a -1 R= S sq. ft. 9a -2 R= '- sq. ft. 9b -1 R= sq. ft. 9b -2 R= sq. ft. 9c 10a. R= sq. ft. 10b. R= I / 767- sq. ft. 11. Type: SEER/EER: 12. Type: HSPF /COP /AFUE: 13a. 13b. 14. Type: A EF: CK I hereb certif that the .Ian specifications covered by the calculati are compliance wl c I e/�j.:: • . de. )ah PREPARED BY: /' DATE: / (d 1 hereby certify that this . "ding is in compliance with the Florida Energy Co OWNER AGENT: DATE: Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: -1- • • • • • • • • •C1iwate Zones 7 8 9 ••••• • • • •• •• • TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOVATIONS TO EXISTING BUILDING; AND SiiiE- INETALLIDSOMI01 N1t OF MANUFACTURED HOMES. COMPONENT MINIMUM INSULATION INSULATION INSTALLED I EQUIPMENT • • • lIMMIlIN • • %EFFICIENCY • • • INSTALLED EFFICIENCY WALLS Concrete Block Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry R -5 R -11 R -19 R -11 R -3 5 Single Central A/C •Split • : -Stgl� g, • Room unit :r I TAd • ••• ,;R - 10.0 • SEER; - %-7: • E :R: --•• 8.5: • • . SE� 1 = " Single : S �R = OH - SHGC : rE=R = OH - SHGC OH - SHGC • SPACE HEATING I Electric Resistance Heat pump - S % • -Stile PIZ.: Room unit or PAP ; : • • • • Gas, natural or propane Fuel Oil ANY HPF • •- gl• :ISM g.g ;CQP :! ;.r • • • ••• AFUE = .78 AFUE = .78 PF = H S 0'- .78 u) z =h U Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R -30 R -19 R -13 R -10 R -11 p q • .j-ISPF = • Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. HSPF/ _ TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES • COP AFUE = SECTION REQUIREMENTS FLOORS Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R -11 R -5 R -11 To be caulked, gasketed, weather - stripped or otherwise sealed. AFUE = Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Electric Resistance Gas; Natural or L.P. Fuel Oil EF = .88 EF = .54 EF = .54 11 EF = Oct X Recessed Lighting EF = I h- E In unconditioned space In conditioned space R -6 No minimums 606.1 EF = NA Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. , y� h/ Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. * See Table 6-3, 6-7 • Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient. Maximum% = e2 Installed % =`o . ‘9 GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH - SHGC OH - SHGC OH - SHGC OH - SHGC OH - SHGC OH - SHGC OH - SHGC OH - SHGC 1"- .87 0'- .75 0'- .78 2'- .87 1"- .75 0'- .57 l'- .78 0'- .61 3'- .87 2'- .75 1"- .57 0'- .39 2'- .78 1"- .61 0'- .44 4'- 3'k7 2'- .57 l'- .39 0'- 30 3'- .78 2'- .61 1"- .44 0'- .35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS ECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. X Recessed Lighting 606.1 Type IC rated with no penetrations (two altematives allowed). X Multi -story Houses 606.1 Air barrier on perimeter of floor cavity between floors. NA Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. , y� h/ Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. M1� N Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap reauired for vertical pipe risers. itjh Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. 134\ �" Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). N Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. N HVAC Duct Construction, insulation & installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. �C HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Y GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R -values and efficiencies installed must meet or exceed the minimum values fisted. Components and equipment neither being added nor renovated maybe left blank. 2. ADDITIONS ONLY. Detan ne the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sfidmg glass doors and glass door panels. Double the area of all non - vertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area Divide the adjusted glass area total by the condoned floor area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C-2. Prescriptivesaregivenbythetypeofglass (Single or Double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). Fora given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not haveto comply with the overhang and solar heat gain coefficient requirements on Table 6C-2. Mnew glass inthe addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 6 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane clear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6. Read °Minimum Requirements for Small Additions and Renovations °, Table 6C-3, and check all applicable items. 7. Read, sign and date the 'Owner /Agent' certification statement on page 1. -2- .. .. • ...... • PMM Consulting Qngijs, Corp. CA 9135 P.O. Box 557823, Miami Florida 33255 • 1 • •. • • ... .... .. • • • • • • • • • • • • • • .. • • • • • .. • • ••• . Tel: 305 -661 -9918 Fax: 305 -675 -2350 Wind Load Calculations For REVISI Davis Residence 05002 09 -10 -07 PERMIT #: 05— 503 Miami Shores Villa •e APPROVED ZONING DEPT BLDG DEPT DATE SUBJECT TO COMPUAN'* WITH ALL FEDE STATE AND COUNTY RULES AND REGULATIONS Paul Mart'nez, PE Fl Prof. Reg. 42650 u Pages • • ••• • • • .• •. .• • • • • . . .. • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • ..• • ..• • • • • •• • • . • • • • • • • . . • . • Project Name: 'i�avig esiderice - Front Door • • • • • • • . • •• • • • • • ••• •• Location: Miami Shores By: PAM Start Date: 9/10/2007 Comments: Davis Residence - FrQn • ar:..: •:• • . . . . . . . . . . . • • ••. • • • • • • • • • • • • ••••••• •••• Local Information Wind Dir. 1 2 3 4 Exposure C C c C • • •• • ••• • • .. • • ••••• • • • ••• • •• •. • • • •• • • .. ••• • • • •• ••• .. .• • • • . . . . • • • • • • .. •. • 0•••... Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from sources other than in ASCE 7 Section 2. September 10, 2007 ASCE7 -98 Wind Loads on Structures 2002 — [1.11] Copyright © 2000 SDG, Inc. Page 1 of 5 Davis Residence - FrQrn# {QQr:..:.;• September 10, 2007 • • • • • • • • • • ••• • • • • ••• Section - Main Section••• • ••• • • • Enclosure Classication"• 'EncIdddd • • f • • •• Building Category: II Wall Length(ft) 1 63.0 2 48.0 3 63.0 4 48.0 •• • • • •• ••• •• •• • • • • • • •• • • • • • ••• •• Overhang(ft) 0.0 0.0 0.0 0.0 Eave Height: 20.58t Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Flat ASCE7 -98 Wind Loads on Structures 2002 — [1.11] Copyright © 2000 SDG, Inc. Page 2 of 5 ,9 (0 Davis Residence - FrQ,rit E?oer;, •.: — • • • • • • • • • • • • •- • • • • • • • • • • • ••• • • • • ••• Composite Draw.ing .; ••• • •. ••. • •• • • • •• ••• • ••• •• • ••• • • • • ••• •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 1 2 A 4 3 September 10, 2007 ASCE7 -98 Wind Loads on Structures 2002 — [1.11] Copyright © 2000 SDG, Inc. Page 3 of 5 G Davis Residence - Frq ?os r ,: •:• September 10, 2007 • • • • • • • • • • • • • • ••• • • • • • ••• Components and, Cladding• Input •• ••••• • • • ••• • • • • • • • • • • • • • • • • • • • •• ••• • • • ASCE7 -98 Component Description I WajlLR90 J Surface Laj I I Zpre I Span(ft) I Width(ft) I Area(sqft) Side Lites Waal :. • 1: � • � i • 4•, 6.7 2.4 16.1 Door War :: f•• : : :•• 4.• 6.7 2.7 17.8 Wind Loads on Structures 2002 -- [1.11] Copyright © 2000 SDG, Inc. Page 4 of 5 Davis Residence - FrQ Q0f3r;• .; •;• lb September 10, 2007 • • • • • • • • • • ••• • • • • ••• Components and CIaJding,Qutput • • ASCE7 -98 Component Description Surface 'Zone I z(f0• 7 q(pg) I .,Cp .J..Cpj I,ExtPres(psf) Net w/ +GCpi (ps Side Lites 1 4 266 :19.i $$7 :411$* •43.1 20f i �.�• • :0.06:.• • • • -47.5 Door 1 4 20.6 49.5 0.86 0.18 42.6 33.7 20.6 49.5 -0.95 -47.0 -55.9 51.5 -38.1 612,0 56? Wind Loads on Structures 2002 — [1.11] Copyright © 2000 SDG, Inc. Page 5 of 5 CO BUILDING CODE COMPLIANCE OFFI PRODUCT CONTROL DIVISION NOTICE OF ACCEPT YKK AP America 332 Firetower Road Dublin, GA 31021 SCOPE: •• •' • : •: • •' M -DADE COUNTY, FLORIDA s METRO -DADE FLAGLER BUILDING '140'wEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2 F _.I 375 -2908 •306 AT TIME OF Mang the use o This NOA is being issued under the applic erials The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accept by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3511" Aluminum Outswing Entrance Door (L.M.I.) APPROVAL DOCUMENT: Drawing No. W03 -94, titled "Series "3511" Aluminum Outswing Entrance Door - L.M.I. ", sheets 1 through 11 of 11, prepared by AL- Farooq Corporation, dated 10/20/03 with revision "A" dated 03/26/04, signed and sealed by Humayoun Farooq, 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 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 and evidence page E -1, E -2, and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04- 0227.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 Page 1 • • ••• • •• •• • • • • • • • • • . . • • • ••• • • • • - • • ••• • • • • - •- •- • • • • • • • - • • ••• • • • • • • . • • • • • • • • • • - YKK AP America, Inc.. ; • '.: • • • • • • • • ; . • • • • • • • NOTICE OF ACCEPTANCE: ' EVIDENCE PAGE A. DRAWINGS •• • • '• •-• •• • 1. Manufacturer's die drawin4s An0 *icon •. 2. Drawing No. W03 -94, titled "Series 35H 111iffiMumrbutswing Entrance Door - L.M.I. ", sheets 1 through 11 of 11, prepared by AL- Farooq Corporation, dated 10/20/03 with revision "A" on 03/26/04, signed and sealed by Humayoun Farooq, 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231 - 0415 -03, with Specimen # 3, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on 1) Small Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231 - 1203 -02 with Specimen # 5, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 3. Test reports on 1) Small Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL - 0231 - 0923 -02 with Specimen # 2, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 4. 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231 - 0711 -02, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 5. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL- 0231 - 1203 -02 with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231 - 0711 -02, with Specimen # 2, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04 -0227.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 • • ••• • • •• •• • • • • •. • .. • ' ' • . • • • • • • ••• • • • • ••• • • • • • ••. • • . • •• • ••• ••• ••• YKK • AP America, Inc.. • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE:. EVIDENCE PAGE 7. Test reports on 1) Unifomr tatjc Pre3SurrTt sj,•.oading per FBC, TAS 202 -94 along with installation diagirailltari 44441 outswing door, prepared by Hurricane Test Laboratory, Inc., Test I.eporteNd. HTE- 02816006-03, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 8. Test reports on 1) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231 - 0529 -03, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL - 0231 - 0415 -03 with Specimen # 2, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231 -0529 -03, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 11. 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0231 - 0923 -02, with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 12. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL -0231- 0641 -03 with Specimen # 1, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 13. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL - 0231 - 0415 -03 with Specimen # 4, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. 14. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL - 0231 - 0415 -03 with Specimen # 3, dated 08/05/03, signed and sealed by Vinu J. Abraham, P.E. E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0227.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 • • ..• • • ••••• • • • • • • • '• • • • • • • ... • • • • ••• • • • • .•. .' YKK AP America, Inc.. • • ••• ••• ••• .. • • • •• • • • • • • • •• • • • NOTICE OF ACCEPTANL : 'EV1DE'NCC PAGE 15. Test reports on 1) Air Infiltration 'rest,' pet 93p ■A •202 -94 2) Uniform St cic; ir3'resgwfe Test, Leading per FBC, TAS 20294 3) Water Resistaiice Test, per 113Q, •TkS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Certified Testing Laboratories, Test Report No. ATL- 0218.01 -99 dated 02/26/99, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared by AL -Farooq Corporation, dated 12/18/03, signed and sealed by Humayoun Farooq, P.E. D. . QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Notice of Acceptance No. 02- 1205.03 issued to "Security Impact Glass Holding L.L.C." for "Saf -Glas Polycarbonate Laminate" dated 01/02/03, expiring on 12/16/07. 2. Notice of Acceptance No. 00- 1204.01 issued to "E.I. DuPont DeNemours" for " Dupont Sentry Plus" dated 01/14/99 and expiring on 01/14/07. 3. Notice of Acceptance No. 01- 0205.02 issued to "Solutia Inc." for "SaflexllG PVB Interlayer for Laminated Glass" dated 05/17/01, expiring on 05/21/06. 4. Notice of Acceptance No. 03- 0421.01 issued to " Solutia Inc." for "Saflex HP Polyvinyl Butryal Interlayer for Lamination of Glass" dated 05/22103, expiring on 04/14/08. 1. F. STATEMENTS 1. 2. Statement letter of code compliance, dated December 18, 2003 signed and sealed by Humayoun Farooq, P.E. Statement letter of no financial interest, dated December 29, 2003, signed and sealed by Humayoun Farooq, P.E. G. O'i'HER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -3 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0227.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 sheet 1 of 1 I ) .. .: • • • . • • • •• •• • • 301: • • • : iSiMC • • • ••• ••• • • 94 1/4" MAX. ° • --s 3" 3° • • • • • • • • • Cr •• • • Ogy •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • 1 •• • •••0•• •• •• • • • .• • S /p• • •� • OB •• • • •• • ••• •• 0 0 / ii / 11 / - - - - --I / 1 / __ NO EXCEPTIONS T€,EP° MAX. ® RUE NOTE COMMENTSjNOM. LEAF Wlai RE U Correcdons or comment made on shoo dra•Efng0jl�ih's revewdo not relieve contracts, ' r; y r. r dre6i "ka and d pe;,Iftcatirtrl5: T+h» .`Ity t�1�, �, w t h a �a.fl iccncept and e'�F'I,a; f` ? ^S.r' `:b E.f1 theilfiSifEW �NYI Ci3niraC 'CcumEi . C01!'i.'actc1 !. ,'t;j r; .altt'e for. Confirming and corn dating ail quantities s ar ld d ate nsic rs;. e!ectln f„ fabrication processes and to ;uniques of cana1T ction; conlinabng his work with that of all other trades; and performing his work in a safe and satisfactory manner. This approval represents our review of this submission of this document only for those modifications requested herein or in previous submissions or as specifically noted y Contractor in this submission. Fsrr other modification to this drawing by the Contractor of previously reviewed material is sr.,cificallu disapprove) It is understood ei&t;; Ali;.: a t* .;taton on submittal is not to be construed as authorization for addithZ31 work or cost / SURFACE APPLIED FALSE MUNTINS MAY BE USED 1 J EXTRA ANCHORS AT TRANSOM SIDES READ. FOR WOOD OR WD. BUCK INSTALLATIONS ONLY 38 7/16° a.L OPG. 48° MAX. NOM. LEAF WIDTH of t..c1 14 -v1 e;" ' 0" N4 ,T-' 4 1/2" MAX. TYP. HEAD /SILL CORNERS 101° MAX. 3° WIDTH ANCHORS AT LE ENDS 4 REQD. TYPI 6 REQD. FOR WOOD & WD. BUCK INSTALLATIONS m o� 0 If /II CP II \ � - -__ ;r — tilt I I\ }1I \ (� \ 11 I1 \ lr 11 \\ 11 \ / 38 7/18° 0.1 OPG. 48° MAX. a NOM. LEAF WIDTH 35H ALUMINUM OUTSWING ENTRANCE DOOR (L.M.I.) THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT TRANSOMS. MAX. DESIGN LOAD RATING FOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOMS SEE SHEET 3. SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH YHS -50 STOREFRONT SYSTEM SEE SHEET 4. USE THRESHOLD © FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. USE THRESHOLD 0 FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 38 7/18° D.L. OPG. 48" MAX. NOM. LEAF WIDTH Approved as eompb'agwithtY u id>a DaFlte ©5 P'_ • NOM Weal gn r. ilR. NIU'MAYOUN FAROOQ STRUCTURES R.A. PE .# 16557 C.A.N. MAR 292004 z g 0) O° Oo a Ugr` Oz �$ <<4 4 cal w p� alb U 2 i =0„: fro c drawing no. W03 -94 3 / II / 11 II / ----------11-7-------= fr / ii �L / / H H \ 1 1 — — _ .7:-\=-11- - = - - - \ \III ii \ NO EXCEPTIONS T€,EP° MAX. ® RUE NOTE COMMENTSjNOM. LEAF Wlai RE U Correcdons or comment made on shoo dra•Efng0jl�ih's revewdo not relieve contracts, ' r; y r. r dre6i "ka and d pe;,Iftcatirtrl5: T+h» .`Ity t�1�, �, w t h a �a.fl iccncept and e'�F'I,a; f` ? ^S.r' `:b E.f1 theilfiSifEW �NYI Ci3niraC 'CcumEi . C01!'i.'actc1 !. ,'t;j r; .altt'e for. Confirming and corn dating ail quantities s ar ld d ate nsic rs;. e!ectln f„ fabrication processes and to ;uniques of cana1T ction; conlinabng his work with that of all other trades; and performing his work in a safe and satisfactory manner. This approval represents our review of this submission of this document only for those modifications requested herein or in previous submissions or as specifically noted y Contractor in this submission. Fsrr other modification to this drawing by the Contractor of previously reviewed material is sr.,cificallu disapprove) It is understood ei&t;; Ali;.: a t* .;taton on submittal is not to be construed as authorization for addithZ31 work or cost / SURFACE APPLIED FALSE MUNTINS MAY BE USED 1 J EXTRA ANCHORS AT TRANSOM SIDES READ. FOR WOOD OR WD. BUCK INSTALLATIONS ONLY 38 7/16° a.L OPG. 48° MAX. NOM. LEAF WIDTH of t..c1 14 -v1 e;" ' 0" N4 ,T-' 4 1/2" MAX. TYP. HEAD /SILL CORNERS 101° MAX. 3° WIDTH ANCHORS AT LE ENDS 4 REQD. TYPI 6 REQD. FOR WOOD & WD. BUCK INSTALLATIONS m o� 0 If /II CP II \ � - -__ ;r — tilt I I\ }1I \ (� \ 11 I1 \ lr 11 \\ 11 \ / 38 7/18° 0.1 OPG. 48° MAX. a NOM. LEAF WIDTH 35H ALUMINUM OUTSWING ENTRANCE DOOR (L.M.I.) THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT TRANSOMS. MAX. DESIGN LOAD RATING FOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOMS SEE SHEET 3. SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH YHS -50 STOREFRONT SYSTEM SEE SHEET 4. USE THRESHOLD © FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. USE THRESHOLD 0 FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 38 7/18° D.L. OPG. 48" MAX. NOM. LEAF WIDTH Approved as eompb'agwithtY u id>a DaFlte ©5 P'_ • NOM Weal gn r. ilR. NIU'MAYOUN FAROOQ STRUCTURES R.A. PE .# 16557 C.A.N. MAR 292004 z g 0) O° Oo a Ugr` Oz �$ <<4 4 cal w p� alb U 2 i =0„: fro c drawing no. W03 -94 3 \ 11 I1 \ lr 11 \\ 11 \ / 38 7/18° 0.1 OPG. 48° MAX. a NOM. LEAF WIDTH 35H ALUMINUM OUTSWING ENTRANCE DOOR (L.M.I.) THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT TRANSOMS. MAX. DESIGN LOAD RATING FOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOMS SEE SHEET 3. SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH YHS -50 STOREFRONT SYSTEM SEE SHEET 4. USE THRESHOLD © FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. USE THRESHOLD 0 FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 38 7/18° D.L. OPG. 48" MAX. NOM. LEAF WIDTH Approved as eompb'agwithtY u id>a DaFlte ©5 P'_ • NOM Weal gn r. ilR. NIU'MAYOUN FAROOQ STRUCTURES R.A. PE .# 16557 C.A.N. MAR 292004 z g 0) O° Oo a Ugr` Oz �$ <<4 4 cal w p� alb U 2 i =0„: fro c drawing no. W03 -94 3 sheet 2 of 11) 1/4" HEAT STREN'D GLASS .052" LAMINATE SENTRYGLAS 9/16° MIN. 1YP. GLASS TYPE '1' 3/18" ANN. GLASS .070" POLYCARBONATE SAF -GLAS 3/16" ANN. GLASS GLASS 'TYPE '6' 1/4° ANN. GLASS .100" LAMINATE SENTRYGLAS PLUS 1/4" ANN. GLASS \ GLASS TYPE '10' r•• . . ...... • /4 "1mA Geis: • • • • • •.• • • • • ••• .052" LAMINATE •• •. • • ••• SENTRYGLAS • .•• • • • • • • • iQ CS .ep • • • • • • • • • • •3 i0 •� • • • .1..... 1/4" HEAT STREN'D GLASS .090° LAMINATE SENTRYGLAS PLUS GLASS TYPE '2' 3/18" HEAT STREN'D GLASS .070" POLYCARBONATE SAF -GLAS 3/18° HEAT STREW° GLASS GLASS TYPE '3' GLASS TYPE '7' 1/4" HEAT STREN'D GLASS .100° LAMINATE SOLUTIA SAFLEX HP 1/4" HEAT STREN'D GLASS GLASS TYPE '11' \ 9/16° MIN. rrp. 1/4" ANN. GLASS .070" POLYCARBONATE SAF -GLAS 1/4" ANN. GLASS 1/4° HEAT STREN'D GLASS .090° LAMINATE SENTRYGLAS PLUS 3/18° HEAT STREN'D GLASS GLASS TYPE '4' rums _ TYPE '8' 1/4" HEAT STREN'D GLASS .090° LAMINATE SOLUTIA SAFLEX PVB 1/4" HEAT STREN'D GLASS 01 GLAZING OPTIONS GLASS TYPE '12' 1/4" HEAT STREN'D GLASS .070" POLYCARBONATE SAF -GLAS 1/4° HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" LAMINATE SENTRYGLAS PLUS 1/4" ANN. GLASS GLASS TYPE '5' GLASS TYPE '9' \ / Approved ss com wmwMk t w Florida Date NOA# Wmmi Dam Engn DR. HUMAYOUN FAR00Q STRUCTURES FLA. PE # 6587 C.A.N. 38 9 2000 z d ° , t 6 .F U �a 0 a m N 2ge)2W EFi0 0 0 z , N 0 V O M ALL 3a 0,4 m 1:43 g ,.=0; 8 ro .o 't7 °c 1 y3 1 drawing no. W03 -94 • -• ": : sttla410 01tBLE ENTRANCE DOORS W/0 TRANSOM • • • • • •DESCG3 LOAD CAPACITY - PSF • • • • • • • • • . -- - NOMINAL DIMS. GLASS TYPE '1' GLASS TYPE •'2 • •• GLASS TYPE T. ' GLASS TYPES '4' & '5' GLASS TYPES '6' & '7' GLASS TYPES '8', '9' & '10' GLASS TYPE '11' GLASS TYPE '12' LEAF WIDTH INCHES DOOR HEIGHT INCHES EXT.( +) INT.( -) ; iXT.r�) • •• •I NT;( -) -i- • • EX1:(t) • :K.-) • • EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 30" 36" 42" 48" 80 " 70.0 90.0 70.0 90.0 68.6 • X6.3 68.6 86.3 70.0 90.0 70.0 90.0 70.0 90.0 60.0 65.0 70.0 90.0 *704 , 9Q.0 . • 6p it 86.3 68.6 . 86.3 70.0 90.0 70.0 90.0 70.0 90.0 60.0 65.0 70.0 86.0 704 •: $0`0 i. : 6 e2 f • 86.0 68.6 86.3 70.0 80.2 70.0 90.0 70.0 90.0 60.0 65.0 70.0 78.6 •70.0 : 9!)A :: s$2 .. :78.6 68.6 86.3 62.8 62.8 70.0 90.0 70.0 90.0 60.0 65.0 30" 36" 42" 48" 84 " 70.0 90.0 70.0 90.0 68.6 86.3 68.6 86.3 70.0 90.0 70.0 90.0 70.0 90.0 60.0 65.0 70.0 90.0 70.0 90.0 68.6 86.3 68.6 86.3 70.0 90.0 70.0 90.0 70.0 90.0 60.0 65.0 70.0 81.2 70.0 90.0 68.6 81.2 68.6 86.3 70.0 76.0 70.0 90.0 70.0 90.0 60.0 65.0 70.0 74.2 70,0 90.0 68.6 74.2 68.6 86.3 59.4 59.4 70.0 90.0 70.0 90.0 60.0 65.0 30" 36" 42" 48" 90 " 70.0 90.0 70.0 90.0 68.6 86.3 68.6 86.3 70.0 90.0 70.0 90.0 70.0 90.0 60.0 65.0 70.0 90.0 70.0 90.0 68.6 86.3 68.6 86.3 70.0 90.0 70.0 90.0 70.0 90.0 60.0 65.0 70.0 75.2 70.0 90.0 68.6 75.2 68.6 86.3 70.0 70.5 70.0 90.0 70.0 90.0 60.0 65.0 - - - - - - - - - - 70.0 89.8 70.0 90.0 - - 30" 36" 42" 48" " 70.0 90.0 70.0 90.0 68.6 86.3 68.6 86.3 70.0 90.0 70.0 90.0 70.0 90.0 60.0 65.0 70.0 90.0 70.0 90.0 68.6 88.3 68.6 86.3 70.0 90.0 70.0 90.0 70.0 90.0 60.0 65.0 96 70.0 71.0 70.0 90.0 68.6 71.0 68.6 86.3 68.8 68.8 70.0 90.0 70.0 90.0 60.0 65.0 - - - - - - - _ - - 70.0 87.5 70.0 90.0 - - LEAF WIDTH ( X ) LEAF LEAF WIDTH WIDTH ( XX ) Approved as comps with the Florida ' Date NOA# Muni Dade Div ' DY Mgr, DR. HUMAYOUN FAROOQ • STRUCTURES FLA. PE ,p 16557 C.A.N. '3533 MAR 2 9 2004 5 ZE 0° Ei Oa SE apPE a � Q -ODO N a c � 3 U i z U0 o ^ gLI- NER 3c as 0 141 Z � n 1 1 30 4i , drawing no. W03 -94 (sheet 3 of 1 1 1 / / / %A 1 \ \ \ \ I \ \ ` %r. / / / I ( XX ) Approved as comps with the Florida ' Date NOA# Muni Dade Div ' DY Mgr, DR. HUMAYOUN FAROOQ • STRUCTURES FLA. PE ,p 16557 C.A.N. '3533 MAR 2 9 2004 5 ZE 0° Ei Oa SE apPE a � Q -ODO N a c � 3 U i z U0 o ^ gLI- NER 3c as 0 141 Z � n 1 1 30 4i , drawing no. W03 -94 (sheet 3 of 1 1 (sheet 4 of 11) MULLION LOAD CAPACITY -PSF ; • ; : • : WIDTH (W) INCHES FRAME HEIGHT INCHES W/0 REINFORCING WITH 4tEirZ1901IG; DIE: ( +) INT. ( -) EXT. ( +) INT. ( -) 48" 51" 54° 57" 60" 63° 86" 89" 72" 75° 78" ° 96 55.0 70.0 • o • 74.0 80.0• • • 55.0 70.0. ; ; .7Q.e • •1o.o •• 55.0 70.0 • • • zip 60.O: 55.0 70.0 70.0 90.0 55.0 70.0 70.0 0.0 90.0 55.0 70.0 • • . 70s0 : • •HO.Q • • 55.0 70.0 ;70;0 • O.d • 55.0 70.0 • • 7d0 • • • • 90.8 • 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 48" 51" 54° 57" 60" 63" 66" 69" 72" 75" 78" 102" 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 48" 51° 54" 57° 60" 63" 66" 69" 72" 75° 78° 108° . 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 48" 51* 54" 57° 60" 63" 66° 69" 72" 75" 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 114" 55.0 70.0 70.0 90.0 55.0 70.0 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 or 51" 54" 57" 60" 63" 66" 69" 72" - - 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 120° - - 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 - - 70.0 90.0 • •o ••• • • • \ W2 SEE CHART BELOW FOR TOTAL NUMBER OF ANCHORS AT MUWON ENDS 3" 0.C. FOR CONC. 1 -1/2" 0.C. FOR WOOD WIDTH (W) = W1 + 2 W2 TOTAL NUMBER OF ANCHORS AT MUUJON ENDS W/0 REINFORCING WITH REINFORCING ANCHOR TYPE ANCHOR DESCRIPTION SUBSTRATE NO. OF ANCHORS NO. OF ANCHORS HEAD SILL HEAD SILL A 1/4" TAPCONS WOOD STRUCTURE 8 8 11 11 THRU 1BY OR 28Y BUCKS INTO CONC. 8 8 11 11 B 1/4" TAPCONS DIRECTLY INTO CONCRETE 4 4 6 6 C #24 WOOD SCREWS 3" MIN. EMBED WOOD STRUCTURE 5 5 7 7 D 1/4 -20 KWIK -FLEX SELF DRILLING SCREWS METAL STRUCTURES STL. OR ALUM 1/8" MIN. THK. 4 4 6 6 W/0 REINFORCING WITH REINFORCING HORIZONTAL LOAD CAPACITY -PSF HEIGHT (H) INCHES WIDTH INCHES HORIZONTAL -A HORIZONTAL -B HORIZONTAL -C&D ER; ( +) INT. ( -) at ( +) INT. ( -) EXT. ( +) INT. ( -) 51° 54" 57" 60" 72" 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 51" 54" 57" 60" 78" 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 88.1 70.0 ..90.0 70.0 86.3 70.0 83.7 70.0 90.0 51" 54" 57° 80" 84" 70.0 90.0 70.0 90.0 70.0 90.0 70.0 89.0 70.0 88.3 70.0 90.0 70.0 84.4 70.0 81.8 70.0 90.0 70.0 80.1 70.0 77.7 70.0 90.0 51" 54" 57° 60' 90" 70.0 88.0 70.0 85.3 70.0 90.0 70.0 83.1 70.0 80.6 70.0 90.0 70.0 78.7 70.0 76.3 70.0 90.0 70.0 74.8 70.0 72.5 70.0 90.0 51" 54" 57° 60" 96" 70.0 82.5 70.0 80.0 70.0 90.0 70.0 77.9 70.0 75.5 70.0 90.0 70.0 73.8 70.0 71.6 70.0 90.0 70.0 70.1 68.0 68.0 70.0 90.0 HORIZONTAL -A HORIZONTAL-13 HORIZONTAL -C HORIZONTAL -D HEIGHT (H) - HI + H2 2 Approved as complying tie Florida Date ' 2.0 0 NOA#I tkffel3+ '.'lr,Y._ Miami Dade Div ey co o F cv 4 d a .IA. 8 np Z M S aQ 0 1-G Z to el 6:11g et 0. U O a m 0 a M 4- 0 C O L C 0 ry 0 7 "\ 1 0 drawing no. W03 -94 ..._... I 74 • • i \ \ \ \ / / / / / / / / / \ v.; \ \ \ \ I HEIGHT (H) - HI + H2 2 Approved as complying tie Florida Date ' 2.0 0 NOA#I tkffel3+ '.'lr,Y._ Miami Dade Div ey co o F cv 4 d a .IA. 8 np Z M S aQ 0 1-G Z to el 6:11g et 0. U O a m 0 a M 4- 0 C O L C 0 ry 0 7 "\ 1 0 drawing no. W03 -94 • • • • •• • • • • • •••1itt'bRi28Y• • •• WOOD BUCK METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy 38 KS! MIN. ALUMINUM : 6063 —T5 MIN. TYPICAL ANCHORS SEE ELEV. AND SHEET 4 FOR SPACING & QUANTITY TYPICAL ANCHORS SEE ELEV. AND SHEET 4 FOR SPACING & QUANTITY ALTERNATE REINFORCING ANGLE SEE CHART ON SHEET 4 FOR CAPACITY REINFORCING CHANNEL SEE CHART ON SHEET 4 FOR CAPACITY f ;.pi *wed as complying with the Florida Date NOM Miami Dade NOT APPR'D FOR WATER RESIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING MAR 2 9 2004 drawing no. W03-94 (sheet 6 of 11) • • ••• X • TYPICAL ANCHORS • SEE ELEV. AND SHEET 4 • FOR SPACING & QUANTITY 4 4 a 0 rr1 W kr • • • • •. • • ••• • • • ••• • • • ••• • . 41, • • • • 4 • •• • • • • • • • • • ••• • • • • .:: ' ' • • • • • ••• • I• ;y 0 1 11 I! Ij i:• !!� �If • . • i.0 . • ALTERWA E APPR'D FOR WATER RESIST. 1 Inl I t1I 11 1 II II 4 11 I' 6 4 A x • TYPICAL • • a • ANCHORS TYPE 'A' OR 'B' (7) READ. AT MTG. STILE ENDS SEE ELEV. FOR SPACING (ANCHORS INSTALLED PRIOR TO CLOSER) 4 4 , ,4 '....— ._...._ Ipit I I �I LOCK OPTIONS SINGLE DOORS; OPTION #1; 3 POINT LOCK (YKK #P2150) WITH LOCK CYLINDER AT 32" TO 42" FROM BOTTOM. STD. PUSH /PULL BAR AT 45" FROM BOTTOM PUSH /PULL HANDLE SET (YKK #1113) OPTION #2; DOR- 0 -MATIC 1490 SERIES (YKK #P2362) CONCEALED VERTICAL ROD TOUCH BAR EXIT DEVICE WITH KEY CYUNDER AT 42" FROM BOTTOM EXIT DEVICE PULL HANDLE SET (YKK #H1510) LOCK OPTIONS DOUBLE DOORS: OPTION #1; ACTIVE LEAF; 3 POINT LOCK (YKK #P2150) WITH LOCK CYLINDER AT 32" TO 42" FROM BOTTOM. STD. PUSH /PULL BAR AT 45" FROM BOTTOM INACTIVE LEAF 2 POINT LOCK SYSTEM (YKK #P2151) WITH THUMB TURN AT 32" TO 42" FROM BOTTOM STD. PUSH /PULL BAR AT 45" FROM BOTTOM PUSH /PULL HANDLE SET (YKK #1113) OPTION #2; ACTIVE LEAF; DOR- 0 -MATIC 1490 SERIES (YKK #P2362) CONCEALED VERTICAL ROD TOUCH BAR EXIT DEVICE WITH KEY CYUNDER AT 42" FROM BOTTOM EXIT DEVICE PULL HANDLE SET (YKK #H1510) INACTIVE LEAF DOR -0 -MATIC 1490 SERIES (YKK #P2362) CONCEALED VERTICAL ROD TOUCH BAR EXIT DEVICE WITH KEY CYLINDER AT 42" FROM BOTTOM EXIT DEVICE PULL HANDLE SET (YKK #H1510) NOTE 2 POINT LOCK MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. SEE ELEV. FOR SPACING °. Q. a • 4 4 4. A) Approved as complying with the Florida B Date NOA# M TYPICAL ANCH(RS: SEE ELEV. FOR SPACING 1/4" 1114 TAPt ONS INTO WOOD STRUCTURES WITH 1 -1/2" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY B) 1/4- DIA TALON$ DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO MASONRY C) #24 WOOD SCREWS INTO WOOD STRUCTURES WITH 3" MW. PENETRATION INTO WOOD 0) #14 SMS OR KWIK -FLEX SELF DRIWNG SCREWS BY 'HILTS' INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy m 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 12 X ANCHOR DIA. INTO WOOD STRUCTURE = 4 X ANCHOR DIA. SEALANTS: ALL FRAME CORNERS SEALED WITH TREMCO SPECTREM 2 OR DOW 795 SILICONE. HINGES: 4-1/2" X 4" BRASS BUTT HINGES (YKK #P1300) AT 4" FROM TOP END, 7" FROM BOTTOM END AND ONE OR TWO EQUALLY SPACED. (3) PER LEAF FOR 90" DOOR HT. AND S 36" LEAF WD. (4) PER LEAF FOR UPTO 98" DOOR HT. AND UPTO 48" LEAF WD. HINGE ATTACHED TO DOOR FRAME AND DOOR STILE USING (4) #12 -24 X 1/2" FH MS THAT PASS THRU DOOR MEMBER AND THREAD INTO 5/16" ALUMINUM BACKUP PLATE. z F m Q° 2 0 o O • ,f �z WM9 pof�o W w PI z6 g a 2 0 c d. • as Ca: ca r,• 4 a 0 1 bi '7! O 0 1 8 H 30 '•d drawing no. W03 -94 (sheet 7 of 11) • J' 2BY WOOD BUCK • 1/4* MAX. SHIM • • • •. • • • • D.L OPT. • • • • • • 4=••• • • • • • • • o• ••• • •• •• • • ••• • ••• • •• • • • • • • • • • • • • ••• • • ••• •• • • • •• • • • • • • • • • • o• • • • • •• ; •.. oo e 414, • • • • ••••• • • oleo •• FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L OPG. LEAF WIDTH AT WATER RESISTANT DOORS 0 3S AT STD. DOORS EXTERIOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE D.L OPG. LEAF WIDTH O1/4" MAX. SHIM SPACE n LEAF WIDTH FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING wl A2 lig = gN Approved 27:11110140 why the t _� Z 3 7' i Y%r7r 3 • Engr. DR. WUI AYOUN FARO Q STRUCTURES FLA. Pe" # 18987 '1/ M 2084 yF a 0 fc% co O lE 0 •n 0 •s W tSt 2 .di 0 ai O Q drawing no. W03 -94 (sheet 8 of 11) • _ 11 .. • • ••• • •.• •�•'• • • • ••• • • • • • • • • • • • • •. • •• • •.• • • • • • Illy, • • • • • • • • • • • j.. •> • • • • • • •' • • • • • ••� • i •• • o• ••• •• •• • • •• • • • D.L. OPG. LEAF WIDTH STEEL REINFORCING SEE SHEET 4 FOR CAPACITY L STEEL REINFORCING SEE SHEET 4 FOR CAPACITY S YKK REFRONT NOA FO LOAD RA & DETAILS. D.L. OPG. Approved as cotoplybig afit Florida Date NOA# Mani Product Control F.ngr. DR.SiRtlC1UI YOUR FARM* • FLA PE 1557 %.A.N. MAR 2.92 4' Z S2 S o Q H�.., 1 i l Q, v Q u- 0 En N '` o zW "� S o0-r- w rn A U %- ci N WA' ' s W i § O Li 87S C V1 c a zt. 1 iC. 0 a U (A m 0 Y • drawing no. W03--94 Q STD. FRAME TRANSOM 4.988 2.500 O.094 2A ALT. FRAME TRANSOM (FOR O.H.C.C.) •• •e• • • • • 3.748 J. • • TOP RAIL 2.500 5.000 3.906 .197 .811 FRAME JAMB 2.185 1 .157 12 BOTTOM RAIL •• 3.872 • • 13 • HINGE STILE .126 TRANSOM HEAD EXT. GLASS STOP (TRANSOM) -.874 .059 1.000 2.764 .079 1.039 I�- 19 INT. GLASS STOP (TRANSOM) 14 LOCK STILE (ACTIVE) 15 LOCK STILE (IN— ACTIVE) .157 ANCHOR PLATE ® BUMPER THRESHOLD .504 16 EXTERIOR GLASS STOP (DOOR) 4.500 .187 MULLION /HORIZ. REINFORCING ALT. THRESHOLD THRESHOLD RAMP (OPTIONAL) .659 .969 .925 .675 17 INTERIOR GLASS STOP (DOOR) z F-13. o co �y W 9 t0 OE h zM m'ZOQ i O n• N c � ® REINFORCING ANGLE FOR STD. FRAME TRANSOM Approved as complying whites Florida Date NOA ! iy �'d°Y Miami y.. *0• L .'a'� %' Engr. DR. !HiUMAY•UN .MOOQ STRue ORES FLA. PE # 6b57 C F . 353t+' 2004 0 a 0 v 9 c 0 TtS C drawing no. W03-94 sheet 9 of 11 ITEM # PART # REQD. 1 E9 -0801 1 .-. • DESCRIPTION • • • • i • • • • �• i MATERIAL FRAME HEAD • • : •,1.1. 6063 -T5 • ••• 2 E9- --0501 AS REQD. FRAME TRANSOM 6063 —T5 MANF. /SUPPI1ER /REMARKS YKK AP AMERICA YKK AP AMERICA 2A E9 -0514 AS i • REQD. 3 E9 -0504 4 E9 -0487 5 E9 -0502 ALT. FRAME TRANSOM 11- , . 6063 —T5 2 FRAME JAMB ; ; •� • • • • • • • • 8063 —T5 • •,• • 6063 —T5 1 BUMPER THRESHOLD.•• ALT. THRESHOLD • ••• • 6063 —T5 YKK AP AMERICA YKK AP AMERICA YKK AP AMERICA 6 E9 -0503 1 7 E9 -0611 1 8 AS REQD. 9 AS REQD. THRESHOLD ATTACMaE 1 i . • • • , 6083 —T5 SILL FLASHING •,•� • •. . . i • • * • • RAMP PIECE 1 •" • • • • • .„ J0.4 6063 —T5 RAMP PIECE 2 YKK AP AMERICA YKK AP AMERICA • 6063-15 6063—T5 10 AS READ. RAMP PIECE 3 6063 —T5 YKK AP AMERICA YKK AP AMERICA YKK AP AMERICA YKK AP AMERICA 11 E9 -0220 1/ LEAF TOP RAIL 6083 —T5 12 E9 -0221 1/ LEAF BOTTOM RAIL 6063 —T5 YKK AP AMERICA YKK AP AMERICA 13 E9 -0222 1 OR '2/ LEAF HINGE STILE 6063 —T5 14 E9 -0223 1 LOCK STILE (ACTIVE) 0 DOUBLE DOORS 6063 —T5 YKK AP AMERICA YKK AP AMERICA 15 E9 -0230 1 LOCK STILE (IN— ACTIVE) 0 DOUBLE DOORS 6063 —T5 16 E9 -0225 4/ LEAF EXTERIOR GLASS STOP (DOOR) 6063 —T5 YKK AP AMERICA YKK AP AMERICA 17 E9 -0226 2/ LEAF INTERIOR GLASS STOP (DOOR) 6083 —T5 YKK AP AMERICA 18 E9 -0506 AS REQD. EXTERIOR GLASS STOP (TRANSOM JAMB) 6063-15 YKK AP AMERICA 19 E9 -0505 AS REQD. INTERIOR GLASS STOP (TRANSOM JAMB) 6063-15 YKK AP AMERICA 20 E9 -0215 1/ DOOR DOOR STOP 6063-15 YKK AP AMERICA 21 E1 -1071 AS REQD. ANCHOR PLATE (HEAD), 7 -1/2" LONG 6063-15 YKK AP AMERICA 22 E1 -1068A AS REQD. ANCHOR PLATE (JAMB). 2 -1/2" LONG 6063-15 YKK AP AMERICA 23 E1 -0351 1/ LEAF TOP RAIL JOINT CUP, 2.453" LONG 6063—T5 23A E1 -0352 1/ LEAF BOTTOM RAIL JOINT CUP. 4.516" LONG 6063 —T5 YKK AP AMERICA YKK AP AMERICA 24 E2 -0081 AS REQD. EXTERIOR GLAZING GASKET EPDM 25 E2 -0082 AS READ. EXTERIOR GLAZING GASKET EPDM 26 E2 -0083 AS READ. EXTERIOR GLAZING GASKET EPDM 27 E2 -0085 AS REQD. INTERIOR SIUCONE SPACER (DOOR) EPDM 28 E2 -0084 AS REQD. INTERIOR SIUCONE SPACER (TRANSOM) EPDM 29 995 AS READ. GLAZING COMPOUND SIUCONE DOW CORNING 30 E2 -0086 3/ LEAF SETTING BLOCK (DOOR) EPDM 31 E2-0080 AS REQD. SETTING BLOCK (TRANSOM) EPDM 32 E2 -0051 AS REQD. BULB W'STRIPPING PVC 33 E2 -0093 AS REQD. ASTRAGAL GASKET EPDM FOR WATER RESISTANT DOORS ONLY 34 E2 -0087 AS REQD. PILE W'STRIPPING 35 E2 -0062 AS REQD. PILE W'STRIPPING 36 37 E1 -0311 2/ LEAF BACK PLATE FOR SHEAR BLOCK TOP STEEL 38 E1 -0312 2/ LEAF BACK PLATE FOR SHEAR BLOCK BOTTOM STEEL 39 H -2301 3 OR 4/ LEAF BUTT HINGE KW INCLUDING SCREWS BRASS SEE SHEET 6 FOR QUANTITY 40 E1 -0357 3 OR 4/ LEAF HINGE BACKER PLATE 6063 —T5 SEE SHEET 6 FOR QUANTITY 41 42 PC -1216 AS READ. FRAME ASSEMBLY SCREWS STEEL #12 X 1" PH SMS 43 PC -1408 2 THRESHOLD SCREWS STEEL #14 X 1/2" PH SMS 44 FC 1008 AS REQD. THRESHOLD SCREWS 45 E1 -1062 AS REQD. REINFORCING CHANNEL STEEL STEEL #10 X 1/2" FH SMS 1 -1/2" X 4-1/2" X 3/16" 46 E1— AS REQD. REINFORCING ANGLE STEEL 47 E1 -1066 2 THRESHOLD CUP STEEL 3-1/8" X 2" X 12 GA., 1-1/4" LONG Approved as complying with die Flo Date NO mi M a 8 1 ZO:1 fro 58 R vv c drawing no. W03 -94 (sheet 10 of 11) HORIZ. RAILS WELDED TO VERTICAL RAILS AT OUTSIDE CORNERS W/ 1/4" X 1 -1/4 "" FILLET WELD 1 #10 X 1" 1 F.H. SMS FRAME TOP CORNER HORIZ. RAILS WELDED TO VERTICAL RAILS AT INSIDE CORNERS W/ 1/4" X 3/4* FILLET WELD HORIZ. RAILS WELDED TO VERTICAL RAILS AT OUTSIDE CORNERS W/ 1/4" X 1 -1 /4 " FILLET WELD DOOR j, AF CORNER FRAME BOTTOM CORNER drawing no. W03 -94 (sheet 11 of 11 i• •i •i • • ••• • • • ••• .... • • ...... • . • • • • • • • • • • • • • • ••I AV' • 1» / 1q • • • • • • • • • •• • • •• • 'rF• `• • • • • °• • ,• • "f• �' • • '• °• • • ■• • • • • •• TYPICAL ANCHORS SEE SHEET 4 FOR DESCRIPTION TYPICAL ANCHORS SEE SHEET 4 FOR DESCRIPTION 1» 1" 3» w 0 D I OPG ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM SERIES YHS -50, STD. DUTY (WITHOUT JAMB ANCHORS) SEE SEPARATE NOA FOR ADDITIONAL OPTIONS INCLUDING REINFORCEMENTS THIS SYSTEM MAY BE USED IN CONJUNCTION WITH OUTSWING ENTRANCE DOORS MODEL 35H. THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED FOR ANY KIND OF GLASS BEING USED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. TYPICAL ELEVATION INST UCTIONS USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 2. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. SEE CHARTS ON SHEETS ON SHEET 3 FOR CAPACITY OF DESIRED GLASS SIZE. PRODUCT REVISED - em dying yiag wt$b Ibe Ro 1ds hr'K .. Cede ReeepN.Qz -OZ)$ 17 Ez firado. Bus ,Zaiea /11%407- DadeProddet Comb. 1 Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 002 ) co C 0 0, .5 L U UU re W a REV. PER BCCO COMMENTS UU a 0 O A 106.17.02 B 107.23.02 O N 8 U N O scale: 1/2'— t • -' 9 L drawing no. W02 -04 sheet 1 of 6 SEE,SHEET 3 I /,1 I I SEE SHEET 3 III,/ III SEE SHEET 3 III I I I�T 1 1 1 ' ; / /.%.2./.// / 0 SEE SHEET 3 O %% /// . �/ r © ;;,, /// .• /47 // ,, / / / / / \ N SEE YKK DOOR `NOA FOR DOOR RATINGN & DETAILS. N L . Q —+- -- .. / /// if 111-' III I :IIIlfl; - --- III MAX. MULLION SPACING III ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM SERIES YHS -50, STD. DUTY (WITHOUT JAMB ANCHORS) SEE SEPARATE NOA FOR ADDITIONAL OPTIONS INCLUDING REINFORCEMENTS THIS SYSTEM MAY BE USED IN CONJUNCTION WITH OUTSWING ENTRANCE DOORS MODEL 35H. THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED FOR ANY KIND OF GLASS BEING USED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. TYPICAL ELEVATION INST UCTIONS USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 2. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. SEE CHARTS ON SHEETS ON SHEET 3 FOR CAPACITY OF DESIRED GLASS SIZE. PRODUCT REVISED - em dying yiag wt$b Ibe Ro 1ds hr'K .. Cede ReeepN.Qz -OZ)$ 17 Ez firado. Bus ,Zaiea /11%407- DadeProddet Comb. 1 Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 002 ) co C 0 0, .5 L U UU re W a REV. PER BCCO COMMENTS UU a 0 O A 106.17.02 B 107.23.02 O N 8 U N O scale: 1/2'— t • -' 9 L drawing no. W02 -04 sheet 1 of 6 • • ••• • • • ••, .• •• • • • •• •• • • • • • • • • NOMINAL DIMS. ibfULLION'LU'AD•C .PAItITY-PSG'® WIDTH (W) FRAME HEIGHT EXT. ( +) INT. ( -) INT. ( -) 36" 60.0 39" ' "$5.0 .•. 60.0 39" :: .60:0 • : •' 65.0 i : 42" 60.0 • ' • 66.0 •• • ' 65.0 ' 60.0 45" 90" 65.0 60.0 65.0 48" 60.0 • . €5.© a .' • ;'fj,54 • 51" ' §5.D': : • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • - • • • • GLASS DESIGN LOAD CAIIACITIt' ••• PS? ' • . • • • • • : •• • • • • • GtA$S`DESIGN LOAD CAPACITY - PSF D.L0. D.LO. D.L.O. DIMS. 9/18" GLASS D.L.0 DIMS. 9/18" GLASS WIDTH WIDTH D.LO. WIDTH 24" 30" 36" 42" D.LO. HEIGHT 42° Er. (+6) : ii.D . OA INT. (-) • 851) D.L+O'. •WI1114; • :2,C' • ` •30 36" •••42 "•• :. 48e • • • ••s54••` D.LO. HEIGHT 84" EXT. ( +) 60.0 INT. ( -) 60.0 AL- FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 d ci ° O x ..� ! D.LO. j HEIGHT `S '.65.4.* 65 �• 60.0 60.0 65.0 65.0 60.0 60.0 65.0 • 85.Q 60.0 60.0 24" 30" 36" 42" 48" 48" •• 6S AO : •:4o::: 60.0 60.0 65.0: • ::6540. 60.0 60.0 0 0 6 �s 1.p/ • 65.0 • • • 65.0 24" 30" 36" 42" 48" 90" 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 60.0 60.0 24" 30" 36" 42" 48" 54" 54" 65.0 65.0 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 24" 30" 36" 42" 48" 98" 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 60.0 60.0 GLASS CHARTS {,-,, ' 24" 30" 36" 42" 48" 54" 57-1/2" 60" 60" 65.0 65.0 60.0 60.0 v 4., a YKK AP AMERICA INC. 5630 GWALTNEY DRIVE ATLANTA, GA. 30336 1EL(404) 629 -3800 FAX(404) 629 -3810 65.0 65.0 24" 30" . 36" 42" 102 " 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 24" 30" 36" 42" 108" 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 60.0 60.0 24" 30" 38° 42" 46" 54" 57 -1J2" 60" 66° 66" 65.0 65.0 60.0 60.0 65.0 65.0 24" 30" 36" 42" 120" 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 60.0 60.0 65.0 65.0 VALUES SHOWN ABOVE ARE MAXIMUM DESIGN LOAD CAPACITY FOR GLASS. CONSULT WITH CHART AT SHEET 2 FOR STOREFRONT MULLION AND DOOR MULLION CAPACITIES. PRODS REVISED 8�d�� *lib the Amide 1 /4" HEAT STREN'D GLASS Cede 65.0 65.0 65.0 65.0 c ) 65.0 65.0 ['revisions: ) description 24" 30" 36" 42° 48" 54" 57 -1/2" 60" 72" 65.0 65.0 65.0 65.0 65.0 65.0 Am ss: t No , 0 21S 1? &Oradea Doe <S&? i 41 2407- 65.0 85.0 65.0 65.0 .090 PVB INTERLAYER B Y DUPONT /SOLUTIA S 7 ' 1 4 1 4 4 1 . Lk 1 . 65.0 65.0 Mod DedtPludif 65.0 65.0 Z 1/4" HEAT STREN'D GLASS DMA* Ceibt 65.0 65.0 24" 30" 36" 42" 48" 54" 57 -1/2" 78" 65.0 65.0 m v° 65.0 65.0 65.0 65.0 65.0 65.0 o 85.0 65.0 " ' r"' : --.c ! -, I A 1 .- -, o v 4 65.0 65.0 0� `j 85.0 65.0 Engn DR. HUMAYOUN FAR000 STRUCTURES FLA. PE >� 16557 �" 24" 30" 36" 42" 48" 54" 57 -1/2" 80 -7/8" 65.0 65.0 r--�� 18 �r 65.0 65.0 C 7 9/16" THICK NOMINAL 65.0 65.0 65.0 85.0 drawing no. W02 -04 65.0 85.0 65.0 65.0 _ 65.0 65.0 (sheet 3 of 6 • • .•. • • • ••• • • • • • • • • • • TYPICIQ. • ANC1i0�iS • : • • • • • • • 15Y OR 2BY SEE ELEV. FOR SPACING WOOD BUCKS < • :.4• ,• • • • • • e • • • • • ,• • • Q• •• err F: 11� l 7 0 0 H W 0.. 0 -4 I• :1 it �!1r1 ilil TYPICAL ANCHORS / • • I I SEE ELEV. FOR SPACING `}� SHIM SPACE N TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/8" MIN. THICKNESS ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 E9 -0601 AS REQD. FRAME HEAD 6063 -T5 - 2 E9 -0615 AS REQD. FRAME SILL 6063 -15 - 3 E9 -0603 AS READ. FRAME HORIZONTAL 6063 -T5 - 4 E9 -0608 AS REQD. GLAZING STOP 6063 -T5 - 5 E9 -0604 AS REQD. FRAME JAMB 6063 -T5 - 6 E9 -0805 AS REQD. MULLION 6063 -15 - 7 E9 -0606 AS REQD. POCKET FILLER 6063 -T5 — 8 E9 -0616 AS REQD. SILL FLASHING 6063 -15 - 10 E1 -1071 AS REQD. ANCHOR PLATE 6063 -15 - 13 DOW 995 AS REQD. GLAZING COMPOUND SILICONE - 16 E2 -0083 AS REQD. EXTERIOR GLAZING GASKET EPDM - 17 E2 -0084 AS REQD. INTERIOR SILICONE SPACER EPDM - 18 E2 -0094 AS REQD. SIDE BLOCK EPDM - 19 E2 -0080 AS REQD. SETTING BLOCK EPDM - 21 PC -1216 AS REQD. #12 X 1" SMS STEEL FOR SCREW SPLINE 22 FF -1008 AS REQD. #10 X 1/2" SMS SILEL FOR GLAZING POCKET FILLER 23 PC -1408 AS REQD. #14 X 1/2" SMS STEEL FOR THRESHOLD 24 PC -1424 AS REQD. #14 X 1 -1/2" SMS STEEL FOR SILL WOOD BUCKS AND METAL STRUCTURES NOT BY YKK INC. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: ALL FRAME CORNERS SEALED WITH DOW -795 SILICONE SEALANT. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIA TAPPERS BY 'RAW INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 4114 -20 KWIK -FLEX SELF DRIWNG SCREWS BY 'HILTI' INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 3 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. PRODUCT REVISED Engr: OR. HUMAYOUN FAROOQ coteplyins with the Ha i& STRUCTURES &p 02"o_atc17 FLA. PE # 1: tapirs era _'E a 140 140047- Woad Oadelfrehhtedibilg` A� J z a0 cocn zW O 0 N t . -cc • 0 o• ix • .. t]. a� 5. 0 i n U x w Cr ao o qQ t L (f) 0 W N 2 oi 0 description 3 0 Izt 0 0 4 • 1 4 drawing no. W02 -04 sheet 4 of 6 ) 2.500 • • ••• • • • ••• •• •• • • • •• •• • • • • : .• • • • • i •i sheet 6 of 6 ) • • - • • • • • • ••• • • • • • • ••• • • •• •• • • • • • • • ••• • • • ••• .•• •• • • • •• ••• •• • • • • • • •• • 7 -1/2" LONG FRAME CORNERS z 0 o^, O o �o N C O by 1 description O 0 O 1 drawing no. W02-04