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RC-18-32 (2)Y r HOLLINGSWORTH ROBERTSON ARCHITECTURE E A AA26002707 April 17, 2018 Village of Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Re: Permit #18-32 Novak Residence 71 NE 971h Street Miami Shores, FI. 33138 Dear Building Officials: Please find attached our responses to your plan review comments. BUILDING 1. Comment: Permits and plans submitted on or after Dec. 31.... Response: Codes under jurisdiction was changed to 2017 on page CS-1. 2. Additions should comply with Chapter 11 and level 2... Response: Notes added under Classification of Work on sheet CS-1. 3. Comment: Provide energy calcs....... Response: Short form energy ca/cs. are provided. See attached. 4. Comment: Provide product approval for the window... Response: Product approval for window is attached. 5. Comment: Provide shower detail R307.2 of FBD 2017. Response: Note 12 was added to sheet A-1.0. 6. Comment: Provide under floor ventilation as per section 1203.4 of FBC, Building. Response: Added screened vent block to both walls of addition below the floor. See note 11 sheet A-1.0 and note 8 sheet A-2. a 7. Comment: Cloud in all changes, mark with delta and date. Do not remove voids. Response: Corrections are clouded and marked with delta and dated in title blocks. New sheets are placed below the voided sheets and voided sheets remain in the sets. 2208 NE 26 Street Ft. Lauderdale, FL 33305-1538 T. 954.630.1398 F. 954.630.1399 HOLLINGSWORTH ROBERTSON NOVAK — Permit 18-32 ARCHITECTURE Page 2 of 2 STRUCTURAL 1. Comment: All structural design and structural specifications on the .. Response: Notes changed on sheet A-4.0 top left of sheet. 2. Comment: Structural wind design must comply with ... Response: Notes changed on sheet A-4.0 top left of sheet. 3. Comment: Provide signed and sealed structural calculations..... Response: See structural calculations signed and sealed by structural engineer attached. 4. Comment: Structural load calculations required to comply with ...... Response: See structural calculations attached. 5. Comment: Provide all wind design pressures (both negative and positive) for all..... Response: Wind pressures for window in addition. See elevation sheet A-2.0. 6. Comment: Provide two copies of special inspector forms, fully executed for...... Response: Please see Special Inspector Forms attached. Thank you for your assistance with this plan review. If I can answer any additional questions regarding this project, please do not hesitate to contact me at once. I would welcome the opportunity to meet with you in person if that will potentially avoid another round of plan review comments. I sincerely appreciate your time and attention. Regards, V6 Z. Ro&t&dw Daniel L. Robertson, RA FL AR0011725 jameshCa?hr-arc.com 2208 NE 26 Street Ft. Lauderdale, FL 33305-1538 T. 954.630.1398 F. 954.630.1399 FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zone ❑ Scope: Compliance with Section R401.2(1) of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form R402 for single- and multiple -family residences of three stories or less in height, additions to existing residential buildings, alterations, renovations and building systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form. If a building does not comply with this method, or by the UA Alternative method, it may still comply under Section R405 of the Florida Building Code, Energy Conservation. PROJECT NAME jZ.-0-0" TJ BUILDER: AND ADDRESS: ` , ` ` I* Vv� OWNER: N ` PERMITTING OFFICE: W AW JURISDICTION NUMBER: �3u" tA Q' _ PERMIT NUMBER: l$-3 General Instructions: 1. Fill in all the applicable spaces of the "To Be installed" column on Table R402A with the information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 2. Complete page 1 based on the "To Be Installed" column information. 3. Read the requirements of Table R4028 and check each box to indicate your intent to comply with all applicable items. 4. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single-family detached or multiple -family attached 3. If multiple -family, number of units covered by this submission 4. Is this a worst case? (yes/no) S. Conditioned floor area (sq. ft.) 6. Windows, type and area a) U-factor: b) Solar Heat Gain Coefficient (SHGC) c) Area 7. Skylights a) lFfactor: b) Solar Heat Gain Coefficient (SHGC) 8. Floor type, area or perimeter, 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. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) b) Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) 10. Ceiling type and insulation a) Attic (Insulation R-value) b) Single assembly (Insulation R-value) 11. Air distribution system: a) Duct location, insulation b) AHU location c) Total duct leakage. Test report attached. 12. Cooling system: a) type b) efficiency 13. Heating system: a) type b) efficiency 14. HVAC sizing calculation: attached 15. Water heating system: a) type I b) efficijkncy I hereby cer in complian PREPARED I hereby cer Code, Energ with 1. 2. 3. 4. 5. C_A�; 6a. 6b.�+ 6c. + 7a. 7b. 8a. 8b. 4 . 0 8c. 8d. 8e. 9al. 9a2. "- 9bl. 9b2. 10a. 3n 10b. A 11 a. f' -M C , 11 b.i�5 11c. cfm/100 s.. Yes ❑ No 12a. 12b. a 13a. 13b. J/ 14. Yes ❑ No Nd 15a. - 15b. by this form are Review of plans and specifications covered by this form indicate t erva on compliance with the Florida Building Code, Energy Conservation. Before -©-g construction is complete, this building will be inspected for compliance in FIB orida Building accordance with Section 553.908, F.S. " CODE OFFICIAL: Date: FLORIDA BUILDING CODE - ENERGY CONSERVATION, 6th EDITION (2017) R-55 FORMS A TABLE R402A BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES Climate Zone 1 Climate Zone 2 Windows LI-Factor = NR U-Factor = 0.402 U-Factor = , SHGC = 0.25 SHGC = 0.25 SHGC = Fj Skylights U-factor = 0.75 L/-factor = 0.65 U-factor = SHGC = 0.30 SHGC = 0.30 SHGC = Doors: Exterior door U-factor = NR U-factor = 0.401 U-factor= Floors: Slab -on -Grade NR NR Over unconditioned spaces' R-13 R-13 R-Value = Walls°: Ext. and Adj. Frame R-13 R-13 R-Value = Mass Insulation on wall interior R-4 R-6 R-Value = 4. Insulation on wall exterior R-3 R-4 R-Value = Ceilings' R=30 R=38 R-Value = Air infiltration Blower door test is required on the building envelope to verify leakage <_ 1 ACH; Total leakage = ACH test report provided to code official. Test re ort attached? Yes H No ❑ Air distribution systems: Air handling unit Not allowed in attic Location_ </ Duct R-value >_ R-value R-8 (supply in attics) or >_ R-6 (all other duct locations) R-Value — — fVV� Air leakage': Duct test Postconstruction test Total leakage <_ 4 cfm/100 s.f. Total leakage = cfm/100s.f. Rough -in test Total leakage <_ 4 cfm/100 s.f. (air handler installed) Test report Attached? Yes ❑ No Total leakage <_ 3 cfm/100 s.f. (air handler not installed) Location: Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space Air conditioning system: Minimum federal standard required by NAECA6: Central system <_ 65,000 Btu/h SEER 14.0 SEER = �. Room unit or PTAC EER (from Table C403.2.3(3)] EER = Other: See Tables C403.2.3(1)-(11) Heating system: Minimum federal standard required by NAECA6: Heat pump <_ 65,000 Btu/h HSPF 8.2 HSPF = Gas furnace, non -weatherized AFUE 80 % AFUE = Oil furnace, non -weatherized AFUE 83 % AFUE = Other: Water heating system (storage type): Minimum federal standard required by NAECA6: Electric' 40 gal: EF = 0.92 Gallons = s'0 50 gal: EF = 0.90 EF = , Q Gas fired' 40 gal: EF = 0.59 Gallons = 50 gal: EF = 0.58 EF = Other (describe): NR = No requirement. (1) Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. (2) For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code, Residential or Section 1609.1.2 of the Florida Building Code, Building, the maximum U-factor shall be 0.65 in Climate Zone 2. An area -weighted average of U-factor and SHGC shall be accepted to meet the requirements, or up to 15 square feet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections R402.3.1, R402.3.2 and R402.3.3. (3) One side -hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4) R-values are for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the "interior of wall" requirement must be met except if at least 50 percent of the insulation required for the "exterior of wall" is installed exterior of, or integral to, the wall. (5) Ducts & AHU installed "substantially leak free" per Section R403.3.2. Test required by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. (6) Minimum efficiencies are those set by the National Appliance Energy Conservation Act of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment, see Tables C403.2.3(1-11) of the Commercial Provisions of the Florida Building Code, Energy Conservation. (7) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (8) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). i R-56 FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) FORMS TABLE R402B MANDATORY REQUIREMENTS Component Section Summary of Requirement(s) Check Air leakage R402.4 To be caulked, gasketed, weatherstripped or otherwise sealed per Table R402.4.1.1. Recessed lighting: IC -rated as having <_ 2.0 cfm tested to ASTM E 283. Windows and doors: 0.3 cfm/sq. ft. (swinging doors: 0.5 cfm/sf) when tested to NFRC 400 or AAMAMDMA/CSA 101/I.S. 2/A440. Fireplaces: Tight -fitting flue dampers & outdoor combustion air. Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system. thermostat Ducts shall be tested as per Section R403.3.2 by either individuals as defined in Section 553.993(5) or (7), Florida Air distribution system R403.3.2 Statutes, or individuals licensed as set forth in Section 489.105(3) (f), (g) or (i), Florida Statutes. Air handling units R403.3.4 are not allowed in attics. Water heaters R403.5 Comply with efficiencies in Table C404.2. Hot water pipes insulated to >_ R-3 to kitchen outlets, other cases. Circulating systems to have an automatic or accessible manual OFF switch. Heat trap required for vertical pipe risers. Swimming pools & spas R403.10 Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70 % of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency is 82 % . Heat pump pool heaters minimum COP is 4.0. Cooling/heating R403.7 Sizing calculation performed & attached. Special occasion cooling or heating capacity requires separate system or equipment variable capacity system. Lighting equipment R404.1 At least 75 % of permanently installed lighting fixtures shall be high -efficacy lamps. FLORIDA BUILDING CODE — ENERGY CONSERVATION, 6th EDITION (2017) R-57 s Miami Shores Village Building Department 10050 NE 2nd Ave. ,op Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 N.OTI.CE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by � 0<)daK to perform special inspector services under the Florida Building Code 6th Edition (2017) and Miami Dade County Administrative Code at the 71 P, project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process� Number: 1� l- 4ecial Inspector for Reinforced Masonry, Section 2122.4 of the FBC 61h Edition (2017) _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high — Xeel Framing and Connections welded or bolted _/Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul.Conc. _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .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 work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. , A / 1 e Engineer/Architect U-- � Name ^: 4�3 t 1 SigAed and SeAled , Print\ Date: ( ( IE> Address 1712 Luis Mejia, P.E., Inc. 2208 NE 26th Streeet Port Lauderdale, FL 33305 Phone: (561) 623-9084 Certificate of authorization: 7512 Code: Florida Building Code 2017 ASCE 7-10 For Wind Loads ---------------------------------------------------------------i Sheet #s: i Description __ _ ,I 1-- 1.3 ;Wind Loads---------------------------------------� I 2 -- 2.9 ; Roof Framing: Uplifts, Diaphragms and Fasteners 11 3 — 3.4 11 Masonry Walls 4 — 4.3 Floor Framing I ' S ; Foundations I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I ES-TTRUC-TURAL Ra`J'� °J veC (� I PP".. I I I I I I 1 I 1 I I I I I I I I I I I I I I I 1 I I I I 1 I � I I 1 I I I ------------ -I---------------------------------------------------J Project: NOVAK RESIDENCE Interior Renovation 71 NE 97 Street Miami Shores, FL 33138 A Luis Meji P.E. Florida License #32102 DATE: 05/13/18 Index Sheet 1 ecaWind Std v2.2.7.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright =•p_i:;:=r.co; Date 4/13/2018 Project No. Novak Residence Company Name Luis Mejia, P.E., Inc. Designed By Engineer Address 2208 NE 26th Street Description Addition to existing house City Fort Lauderdale State Customer Name Hollingsworth s Robertson Arch Florida ile Location: C. ors\=ui-,Doc ..e..w, .110._-.ZNGS'r;i Proj Location Miami Shores, Florida ^H- G-1� ,1?(;C.";,' *"0"a;K - 17\n_T'.aD-'.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(v) - 175.00 mph Structural Category II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha 9.50 Zg = 900.00 ft At = 0.11 Bt - 1.00 Am = 0.15 Bm = 0.65 Cc 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin 15.00 ft Pitch of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg h: Mean Roof Ht = 11.36 ft Type of Roof = GABLED RHt: Ridge Ht = 14.05 ft Eht: Eave Height = 8.67 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 45.50 ft Bldg Width Across Ridge= 41.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q, (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*izm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient Topographic Adjustment 0.33*z = 1.00 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 A-'! pressur:=. shown are base; _ n ASD . _sign, with a Load r'"a t ,_ /. I IA See. Fig 27.6,2 for Parapet wind 14 Pre5surei See Table 2 7; 6-1 t Roof Pressures See Table 2 7.6-2 Fl-pvaticn Gabled Roof P Mean roof ht. MWFRS Pressures for Wind Normal to 45.5 ft wall (Normal to Ridge) Plan /' 1 WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.90 h: Height to top of Windward wall = 8.67 ft ph: Net Pressure at top of wall (windward + leeward) 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting away from wall = .54 * ph = -20.90 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -14.71 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 23.99 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 23.99 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 11.358 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope = 14.04 Deg Zone Load Casel Load Case2 psf psf -------------- ---------- 1 -35.32 5.16 2 -24.34 -7.20 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-31: LOAD CASE 1: Povhl: Overhang pressure for zone 1 -26.49 psf Povh3: Overhang pressure for zone 3 = -27.03 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 3.87 psf Povh3: Overhang pressure for zone 3 .00 psf Notes - Normal to Ridge MWFRS Pressures for Wind Normal to 41 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir - 1.11 h: Height to top of Windward Wail = 14.05 ft ph: Net Pressure at top of wall (windward + leeward) = 38.15 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.15 psf ps: Side wall pressure acting away from wall = .55 * ph = -21.02 psf pl: Leeward wall pressure acting away from wall - .37 * ph = -14.04 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 24.11 psf pw0: Windward wall press @ bot acting toward wall = p0-pl - 24.11 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 11.358 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 14.04 Deg Zone Load Casel Load Case2 psf psf --_- ---------- ---------- 1 -35.32 5.16 2 -24.34 -7.20 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -26.49 psf Povh3: Overhang pressure for zone 3 -27.03 psf LOAD CASE 2: 0 Povhl: Overhang pressure for zone 1 3.87 psf Povh3: Overhang pressure for zone 3 .00 psf Notes - Along Ridge Wind Pressure on Components and Cladding (Ch 30 Part 1) Krh. 3 r� W. Roots not 'e Gable Roof 0 . 45 All _ =es5ures shown are based upon ASD Je;ir: , with a Load Fac_.:r cf Width of Pressure Coefficient Zone "a" _ = 4.10 ft Description Width Span Area Zone Max Min Max P Min P ft ft ftA2 GCp GCp pef psf ----------------------------------------------------------------------- windows 3.61 3.16 11.4 5 0.99 -1.38 39.71 -52.94 wall 1.00 9.75 31.7 4 0.91 -1.01 37.05 -40.44 wall 1.00 9.75 31.7 5 0.91 -1.22 37.05 -47.62 comp 1.33 8.75 25.5 1 0.42 -0.86 20.32 -35.28 comp 1.33 8.75 25.5 2 0.42 -1.50 20.32 -56.91 comp 1.33 8.75 25.5 3 0.42 -2.36 20.32 -86.07 comp 1.33 8.75 25.5 2H 0.42 -2.20 14.21 -74.67 comp 1.33 8.75 25.5 3H 0.42 -3.21 14.21-109.01 cldg 3.16 3.16 10.0 1 0.50 -0.90 23.08 -36.66 cldg 3.16 3.16 10.0 2 0.50 -1.70 23.08 -63.81 cldg 3.16 3.16 10.0 3 0.50 -2.60 23.08 -94.36 cldg 3.16 3.16 10.0 2H 0.50 -2.20 16.97 -74.67 cldg 3.16 3.16 10.0 3H 0.50 -3.70 16.97-125.58 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*v^2*Khcc*Kht*Kd = 33.94 psf 12 q oc /-/2 4 /Y) / 4 0 - 25 P,5',,t Zw 3 0 J:ps f" 44 - 3 / /'S- r � C t) (I's A6i,-' 2017 [ZON: R,4,,c f� Z S 6 rA 2 S*, f ) & /4,'o Ll sr, bD -r � 0 47 0-1/5 K LJL - a 16 0 /2,*5 - / /",g / / 3) (fit , v./cgs 1A)D ZVZZ o 10,4D S , to Z- a &0irkiw) 0,0%, 9AS 44, 4 L -Z C 2 -- r q -- 'L�Yx Z 14 Luis Mejia, P.E., Inc. 2208 -NE 26th Street Fort Lauderdale, FL 33305 Phone: (561) 623-9084 Certificate of authorization: 7512 M 5 ft /1 � /15 "A &h,D Aw el py 0-- - / 1 4.- 3 Project: NOVAK RESIDENCE Interior Renovation 71 NE 97 Street Miami Shores, FL 33138 Z-4?4 ei 77Y Sheet Luis Mejia, P.E. Florida License #32102 of DATE: 04 / /3 /18 Luis Mejia, P.E., Inc. Project Title: 2208 NE 26th Street Engineer: Fat Lauderdale, FL 33305 Project Descr; Phone: (561 ) 623-9084 Project ID: 21 --- -- -----.�.------------ PnrtHc: Q APR 20 ' @, 2:05-Rl I Wood Beam - RIO=CUMUISVMUME-MOLUN_2i9UDDYN-1MCAicu�-llRooFFR_t.E� L:!c-Tff,w nrvrrtovucurs L'icenttee%L'U€$'(CIE !€AI?E,INGi CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 _Material Properties Analysis Method: Allowable Stress Design Fb + 1,000.0 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - 1000.0 psi Ebend- xx 1,400.Oksi Fc - Prll 1:400.0 psi Eminbend - xx 510.0 ksi Wood Species : Southern Pine Fc - Perp 565.0 psi Wood Grade ; No.2: 2" - 4" Thick: 5"-6" Wide Fv 175.0 psi Ft 600.0 psi Density 34.320 pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Repetitive Member Stress Increase 2x6 Span = 1.0 Applied Loads ---- -_-- Loads on all spans... Uniform Load on ALL spans: D = 0.0270, Lr = 0,040, W =-0,0410 klft Load for Span Number 1 Uniform Load: W = -0.0360 , Tributary Width =1 A ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0 2x6 Span = 8,750 ft Service loads entered. Load Factors will be applied for calculations. 0.68R 1 Maximum Shear Stress Ratio 2x6 Section used for this span 991.04psi fv : Actual 1,437.50psi Fv: Allowable +D+Lr+H Load Combination 4.448ft Location of maximum on span Span # 2 Span # where maximum occurs 0.061 in Ratio = 394 >=360 -0.063 in Ratio = 382 >=360 0.297 in Ratio = 354 >=240. -0.105 in Ratio = 228 <240.0 Maximum Forces& Stresses for Load Combinations Load Combination Segment Length Span# Male Stress Ratios_ M V Cd CFN Ci Cr +D+H 1.000 1.00 1.15 Length =1.0 ft 1 0,021 0.124 0.90 1,000 1.00 1.15 Length = 8.750 ft 2 0.386 0.124 0.90 1.000 1.00 1.15 40+Lr+H 1.000 1,00 1.15 Length =1.0 It 1 0.037 0.222 1.25 1.000 1.00 1.15 0.222 :1 2x6 48.63 psi 218.75 psi +D+Lr+H 1.000ft Span # 1 C m C t C L --- Moment Values----- -M - --- -fb - Fb _ _Shear V Values fv Fv -- 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.01 21.42 1036.00 0.11 19.60 157.50 1.00 1.00 1.00 0.25 399,37 1035.00 0.11 19.60 157.50 1.00 1.00 1.00 0.00 0.O 0.00 0.00 1.00 1.00 1.00 0.03 53.16 1437.50 0.27 48.63 218.75 Luis Mejia, P.E., Inc. Project Title: 2208 NE 26th Street Engineer. Project ID: Fort Lauderdale, FL 33305 Project Descr: d, Phone: (561) 623-9084 Nn;ed 13' APR 2013, 2'04FM j FIe=C-W3eisvL=UME-1OLN-2BUDDYN-ICLCUL-11ROOFFR-1.E6 .1OC$am 2ENERCALC, INC.1983.2017, Build:11XIM210, Ver:1017 , t>nj Description: ROOF RAFTERS - 2X6 (#2 S.P.) @ 16" Load Combination Max Stress Ratios Shear Values Segment Length Span # -------------- M V C d C FN C I Cr C m C t -------- C L -Moment-Values M fb - Fb V---- ----------- fir Fv -------------------------------..------ Length = 8.750 it 2 0.689 0.222 1.25 1.000 ------.--.--- 1.00 1.15 1.00 1,00 1.00 - 0.62 ------------------ 991.04 1437.50 0.27 48.63 218.75 +D+0.750Lr+0.750L+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =1.0 it 1 0.031 0.189 1.25 1.000 1.00 1.15 1.00 1.00 1.00 0.03 45.22 1437.50 0.23 41.37 218.75 Length = 8.750 it 2 0.587 0.189 1.25 1.000 1.00 1.15 1.00 1.00 1.00 0.53 843.12 1437.50 0.23 41.37 218.75 +D+0.60W+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =1.0 It 1 0.008 0.007 1.60 1,000 1.00 1.15 1.00 1.00 1.00 0.01 15.23 1840.00 0.01 1.89 280.00 Length = 8.750 it 2 0.024 0.007 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.03 44.46 1840.00 0.01 1.92 280.00 +D+0.75%r+0.750L+0.450W+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =1.0 It 1 0.010 0.099 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.01 17.73 1840.00 0.15 27.81 280.00 Length = 8.750 ft 2 0.313 0,099 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.36 576.58 1840.00 0.15 27.81 280.00 +0.60D+0.60W+0.60H 1,000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =1.0 it 1 0.013 0,023 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.02 23.80 1840.00 0.03 6.32 280.00 Length = 8,750 it 2 0.063 0,023 1.60 1.000 1.00 1.15 1.00 1.00 1.00 0.07 115.94 1840.00 0.03 6.32 280.00 Overall Maximum Deflections Load Combination Span Max, *- Del Location in Span Load Combination Max. "+• Del Location in Span -------- ----- - t - 0.0000 -------- 4.399 ---- --- -------------------------------- +D+Lr+H -0.1047 0.000 +O+Lr+H 2 O.2966 4.399 0.0000 0.000 Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination- - Support 1 Support 2 Support 3 �INrerallfiT Jrii m--- - -----------� 6�-- 0. 8 - ----- '--- -- Overall MINimum 0.217 0.173 +D+H 0.147 0.117 +D+Lr+H 0.364 0.289 +D+0.750Lr+0.750L+H 0.310 0.246 +0+0.60W+H -0.010 0.012 +D+0.750Lr40.750L+0.450W+H 0.192 0.167 +0.600,460W+0.601-1 -0.068 -0,035 D Only 0.147 0,117 Lr Only 0.217 0.173 W Only -0.261 -0.175 Luis Me jia, P.E., Inc. 2208-NE 26th Street Fort Lauderdale, FL 33305 Phone: (561) 623-9084 Certificate of authorization: 7512 Project: NOVAK RESIDENCE Interior Renovation 71 NE 97 Street Miami Shores, FL 33138 I3.25 — 777ke 2 Sheet #: Luis Mejia, P.E. Florida License #32102 '2- 3 DATE: 04 / /3 /18 Of GrLi' LIEU Profis Anchor 2.7.6 www.hiltl.us Company: Specifier: Luis Melia, P.E., Inc. Page: 1 Luis Melia Project: NOVAK RESIDENCE Address: 2208 NE 26th Street, Fort Lauderdale, FL 33305 Sub -Project I Pos. No.: Phone 1 Fax: (561)623-80841 Date: 4/13/2018 E-Mail: luismejiapeincl2@gmaii.com Specifler's comments: 1 Input data _. ��.. _�;......,w.�,.�t,.•�. Ulf Anchor type and diameter: Kwik Bolt 3 - CS 314 (3 314) — Effective embedment depth: hwct = 3.750 in., h,,w = 4.313 in. Material: Carbon Steel ���� Evaluation Service Report: ESR-2302 Issued 1 Valid: 12/1/2015 1 12/1/2017 Proof. Design method ACI 318-141 Meta. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: Ix x 1, x t = 6.000 in. x 10.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: Rectangular plates and bars (AISC); (L x 1N x 1) = 0.250 in. x 0.188 in. x 0.000 in. Base material: uncxacked concrete, 3000, fz = 3,000 psi; h = 8.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Geometry [in.) & Loading [Ib, in.lb) Z o 0 3.5 Input data and results must be cheeked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-20D8 Hiiti AG, FL-9494 Schaen Hild is a registered Trademark of Hilt AG, Schaan a w www.hitti.us Profis Anchor 2.7.6 Company: Luis Mejia, P.E., Inc. Page: 2 Specifier. Luis Mejia Project: NOVAK RESIDENCE Address: 2208 NE 26th Street, Fort Lauderdale, FL 33305 Sub -Project 1 Pos. No.: Phone I Fax: (561)623-90841 Date: 4113/2018 E-Mail: luismejiapeinc.l2@gmail.com 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions pbj Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 — 0 6 2 6 2 0 6 -2 6 minx, concrete compressive strain: - N max. concrete compressive stress: - (psil resulting tension force in (W&(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 pbj 3 Tension load Load Nu. pb] Capacity j N„ Vbj Utilization (W a Naa/j Nn Staters Steel Strength* N/A NIA N/A N/A Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength— NIA N/A NIA N/A * anchor having the highest loading "anchor group (anchors in tension) Input data and rwAs must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c) 2003.2009 Hitti AG, FLa4g4 Schaan HIM is a registered Trademark of Hitti AG, Schaan ff, .. i:2 nJ- I 1 �' I AU -- 0- 12 7 67^b4 i� t r4 9 t0do D 1ji, 4 4 To 4'r'4'61'Z tvA�' 4!�Wt e 9 10 d t Luis Mejia, P.E., Inc. 2208- NE 26th Street Fort Lauderdale, FL 33305 Phone: (561) 623-9084 Certificate of authorization: 7512 12 7 4 0 S1q 6Y q. Mr 3 7 f 19 4vl 7- /0 d 1 "12 %z.,j IL I- , 44 17K T L IJ ev^54 6 -7 04 /i 04 ,e,4,rl 0 'Z 0 - 10 < /' 0 0, . ;,- Project: NOVAK RESIDENCE Interior Renovation 71 NE 97 Street Miami Shores, FL 33138 Luis Mejia, P.E. Florida License #32102 DATE: 05 / /3 /17 Sheet #- 7 of �! MVKSON V 4 'f 1-7� It ZV'4 tt I 4 Luis Mejia, P.E., Inc. 2208 NE 26th Street Fort Lauderdale, FL 33305 Phone: (561) 623-9084 Certificate of authorization: 7512 40�c r D L C) Project: NOVAK RESIDENCE Interior Renovation 71 NE 97 Street Miami Shores, FL 33138 Sheet #: Luis Mejia, P.E. Florida License #32102 Of DATE: 04 / /� /18 Story Condition Direction Magnitude Eccentricity [Kip/ft] Ift] DL Vertical 0.03 0.00 LL Vertical 0.04 0.00 w Vertical -0.04 0.00 Out -of -piano loads: Story Condition Magnitude [Kipift2] w 0.05 Parapet w 0,05 SEARING WALL DESIGN: Status OK w Paget 3' 0 Geometry: Segment X Coordinate Y Coordinate Width Height M [ftl (ftl [ftl 1 0.00 0.00 9.00 11.25 Vertical reinforcement: Segment Bars Spacing Ld (in] M) 1 245 56.00 39.33 Results: Combined axial flexure Segment Condition P M Ma Ratio [Kip] (Kip"ftl [Kip-ft] 1 DM5(Max) .._ _ _.. 1.31 -4.10 4.56 0.90 Interaction diagrams, P vs. M: F vs. M {3egr'eat 4 Results: Axial compression Segment Condition P Pa Ratio [Kip) (Kip) 1 M(Bottom) 5.27 117.99 0.04 Results: Axial tension Segment Condition ft Fs Ratio [Kiplin2l [Kiplin2l 1 DMi(T9p) 0.00 24.00 0.00—� Page3 Results: Shear ;' tI Segment Condition fv Fv Ratio [Kiplln2] [Kiplin2] 1 DM5(Bottom) 0.003 0.039 0.08� Notes: * P = Axial load * Pa = Allowable compressive force due to axial load. * M = Moment at the section under consideration. * Ma = Wall allowable moment due to axial force or lintel pure flexure allowable moment * fa = Calculated compressive stress due to axial load only * fb = Calculated compressive stress due to axial flexure only * ft = Calculated axial tension * Fa = Allowable compressive stress due to axial load only * Fb = Allowable compressive stress due to axial flexure only * tv = Calculated shear stress * Fs = Allowable tensile or compressive stress * Fv = Allowable shear stress * id = Embedment length * As = Effective cross sectional area of reinforcement * Ss = Calculated deflection * Smax = Maximum allowable deflection Page4 j0= [/r, . , t1= f#`,='t� r £ �ds A � ,. 1 tF m. � �, Y�g :✓ N"i 4 c.J J` d F R- )is Meiia, P.E., Inc. '2�08 NE 26th Street Fort Lauderdale, FL 33305 Prone: (561) 623-9084 Certificate of authorization: 7512 Project: NOVAK RESIDENCE Interior Renovation 71 INE 97 Street Miami Shores, FL 33138 Sheet : Luis Meila, P.E. Florida License 32102 of DATE: fly / /17 i ko D A- r-124-m 11-4 (1 - D- 10 PS)r 2 /to r,# I gip) & / (' rr &�--0,027 /. "rf) x A I- Ift 0-0 q0 1: 1/-0 P5't� 1A1 f- 'I< '14 E/ 5 (13 41 iM. i4i) -WOOD ?17,0"' rf"Y'�fol" --_J1be-V P4 4)4!r,74�_4-d� A 1141,4 r z 0 - 714J - A 0," r- 0,7 1 ;)t 6,6k)1911AID D fTl2tj'SZ-� 4110(v.Mce km3ldtD 5Wt4d -- 117h ) f64 l(-wd'! '311J I ��' / 1117,14 411 �A Wri - 0.1tf8x1'3�:. 03DkC Luis Mejio, P.E., Inc. 2208 NE 26th Street Fort Lauderdale, FL 33305 Phone: (561) 623-9084 Certificate of authorization: 7512 Project: NOVAK RESIDENCE Interior Renovation 71 NE 97 Street Miami Shores, FL 33138 Sheet Luis Mejia, P.E. Florida License #32102 of DATE: 04 / 16 /18 Luis Melia, P.E., Inc. Project Title: 2208 NE 26th Street Engineer: Proiect ID: Fort Lauderdale, FL 33305 Project Descr. Phone: (561) 623-9084 ainted:13A-PR 2'01$.404FPA --- T--------- - - - --- File = GUlme LuisMMME�-liiOLLIN-MUDDYN-IOLCUL-11ROOFFR-1.EC6 Wood Beam ENERCALG INC.1983-2017 Wid:1U.1J 12.10, Ver10.1712.10 D.li. Description: FLOOR FRAMING 2X10 (#2 S.P.) @ 16 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 - - T Analysis Method: Allowable Stress Design Fb + 1,000.0 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - 1,000.0 psi Ebend- xx 1,400.0 ksi Fc - PHI 1,400.0 psi Eminbend - xx 510.0 ksi Wood Species : Southern Pine Fe - Perp Fv 565.0 psi 175.0 psi Wood Grade : No.2: 2" - 4" Thick: 5"-6" Wide Ft 600.0 psi Density 34.320 pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Repetitive Member Stress Increase 2x10 Span = 7.830 ft Ap lip ed Loads Service loads entered. Load Factors will be applied for calculations. Loads on all spans... __ �--_---_---__-- Uniform Load on ALL spans: D = 0.0270, L = 0.0530 Wit DESIGNSUMMARY. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.29R 1 Maximum Shear Stress Ratio 2x10 Section used for this span = 343.94psi fv : Actual = 1,150.0Opsi Fv : Allowable +D+L+H Load Combination = 3.915ft Location of maximum on span = Span # 1 Span # where maximum occurs 0.033 in Ratio = 2886>=360 0.000 in Ratio = 0 <360 0.049 in Ratio = 1912 >=240. 0.000 in Ratio = 0 <240.0 Maximum Forces & Stresses for Load Combinations 0.157 :1 2x10 27.43 psi 175.00 psi +D+L+H 7.087 ft Span # 1 Load Combination Max Stress Ratios Moment Values hear a ues Segment Length Span # M V C d C FN C i Cr Cm C t C L M------ i6 __-Fb - ------- V--- fv --- Fv- +D4H 0.00 0.00 0.00 0.00 Length = 7.830 ft 1 0.112 0.059 0.90 1.000 1.00 1.15 1,00 1.00 1.00 0.21 116.08 1035,00 0.09 9.26 157.50 +0+L+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 7.830 ft 1 0.299 0.157 1.00 1.000 1.00 1.15 1.00 1.00 1.00 0.61 343.94 1150.00 0.26 27.43 175.00 +0+0.750L+0.750S+H 1.000 1.00 1.15 1.00 1.00 1.00 0.00 0.0D 0.00 0.00 Length = 7.830 ft 1 0.217 0.114 1.15 1.000 1.00 1.15 1.00 1.00 1.00 0.51 286.97 1322.60 0.21 22.89 201.25 Luis Mejla, P.E., Inc. Project Title: 2208 NE 26th Street Engineer: Project ID: lh- Fort Lauderdale, FL 33305 Project Descr: Phone: (561).623-9084 Wood Beam, Description : FLOOR FRAMING 2X10 (#2 S.P.) @ 16' Piiw.4 13APR 2L18, 4:QAP'J ENERCALC, INC.1%3.2017, Build:1007. Overall Maximum Deflections Load Combination Span Max, Dell Location in Span Load Combination Max. "+" Deft Location in Span +p+t.+H 1 0.0491 3.944 --- - -- - 0.0000 ------ 0.000 Vertical Reactions Support notation : Far left is #1 Values In KIPS Load Combination Support 1 Support 2 -Overafl-iNAXimum----------------------- -0�13 ------���-- Overall MINimum 0.207 0.207 +D+H 0.106 0.106 +D+L+H 0.313 0,313 +D+0.750L+0.750S+H 0.261 0.261 +D+0.750L+0.750S+0.450W+H 0.261 0.261 +D+0.750L+0.750S+0.5250E+H 0.261 0,261 +0.600+0.70E+0.60H 0,063 0.063 D Only 0.106 0.106 L Only 0.207 0.207 - fO U1,1 b 4 7/ 0A/ 6i�,4k146�r 2000 b L Z] &OF e, /1/ 12 16S - 10. If/.r kon e-0-70 a lj� D.7A6 03Z� -i.IJS 0600 6 4 � L f- 1,0tt Luis Mejia, P.E., Inc. 2208 NE 26th Street Fort Lauderdale, FL 33305 Phone: (561) 623-9084 Certificate of authorization: 7512 L 1i 00vo -00�11 Project: NOVAK RESIDENCE Interior Renovation 71 NE 97 Street Miami Shores, FL 33138 Sheet #: Luis Mejia, P.E. Florida License #32102 Of DATE: 04 / /3 /18 MiAMMADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA-5540" Outswing PVC Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.16 r��arti aaoe CouNTr Expiration Date: September17, 2020 Approval Date: September 14, 2017 414)17 Page 1 SHOP DRAWING REVIEW APPROVED FOR CO"'FORNIANCE �WITP DESIGN CONCEPT AP?RO'T D A T E D ❑,RF.�Fc-mn El REVISI-AND Ri:.SL'P)M;'r ❑ SUIMIT SNKIFIC ITEM MAMD A FW.0\ CE!\7-,R A L CONIRACTOR is 11itiv for .-,;I :0--Mpnce With of it in the cr.-i—n ,", 1. , ,h- or : 201rontCot the-rcquixemrits of j:eIn does tf vtich the itern is a is 1eNTODS!t) e dimensions I en i sio ns to be ;*i-,.,j aj the Mhsite: iWorniatic.n that pertains VrOccsses or to the means. methods -Pjes and procedures of construction, V1, Of 2 'Istruc coord;II'Mi i�. (47 'ift;aks: and for performing all cork m a su;e satisfictory'rnan"ner. 11C)'LUNqS",*0RTH'. ART (2, PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. I5-0420.11) 2. Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 05/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, F.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, F.E. (Submitted under previous NOA No.16-0714.11) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series CA5540/CA5440 vinyl outswing casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8179, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0420.11) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5540/5440 vinyl fixed windows w/tube mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0420.11) 4. Reference Awning Window Test Report No. FTL-8183, per TAS 201, 202 & 203-94, with an addendum issued by Fenestration Testing La oratory, Inc. (Submitted under NOA No. 15-0420. 11) Manuel P/6re4 P.E. Product Contro Ex finer NOA No. 1-0614.16 Expiration Date: Septemberl7, 2020 Approval Date: September 14, 2017 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0420.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5", Edition (2014) and with FBC 611 Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0420.11) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 15-0420.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0714.11, issued to PGT Industries, Inc. for their Series "CA-5540" Outswing PVC Casement Window - L.M.I." approved on 25/16 and expiring on 09/17/20. Manuel P.E. Product Contr 1 Ex iner NOA N 17- 614.16 Expiration Date: September17, 2020 Approval Date: September 14, 2017 E-2 J— MAX. JAMB SEE TABLE 4.8 4' M I MAX. BUCK WIDTH SEE TABLES 7—B, SEE SHEET 3 VISIBLE LIGHT HEIGHT VISIBLE LIGHT - WIDTH MAX. BUCK WIDTH SEE TABLES 48 y NAx. MAX. O.C. SEE D, SEE SHEET 4 TABLES 4-8(~ MAX. BUCK VISIBLE HEIGHT SEE V LIGHT TABLES4-8 ,/ HEIGHT A. SEE HEET3 I VISIBLE LIGHT 11 I WIDTH 28" MAX. O.C� h~ 4" MAX. TYP. EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE MAX. O.C. SEE - TABLES 4.8 1.25' MAX ---� �— }fir 1.25�" jMAX. jLl I MAX. BUCK HEIGHTSEE 63" TABLES 4-8 F ASS T LE SEE =ET 4 28 TYP. INTEGRAL FIN & J-CHANNEL FRAME ANCHORAGE IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER OPTIONS, SEE TABLES 4-8, SHEETS 8-9 FRAME ASSEMBLY TUBE MULL, SEE /—SHEETS 5.6 FOR ANCHORAGE DETAILS COMBINED WIDTH VISIBLE LIGHT / HEIGHT MAX. AME E E. SEE SHEET EMB EMBLY UBE /NGTH VISIBLE LIGHT WIDTH MAX,JAMB Q.C. SEE TABLES 4-8 r 4• MAX. (TYP.) 3" MIN. \LADDITIONAL ANCHORS FOR FRAME ASSEMBLY TUBE, SEE SHEET TYP. X-X EQUAL-LEG/BOX & FLANGE FRAME ANCHORAGE GENERAL NOTES: SERIES 5540 IMPACT RESISTANT, VINYL CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). VISIBLE LIGHT FORMULAS 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. WIDTH: BUCK WIDTH - 6-3I4' 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, HEIGHT: BUCK HEIGHT - 6-3/4" ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1I2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-10 THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GENERAL NOTES .................................................... 1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). ELEVATIONS............................................................ 1 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD FRAME, GLASS & ANCHOR OPTIONS ................... 2 INSTALLATION, FLANGE EQUAL LEG ................ 3 BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. IL FIN & J-CHANNEL..... 4 NSTALLATION, INTEGRAL 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, FRAME ASSEMBLY TUBE ....................................... 5-6 GLAZING DETAILS.............................................. 7 BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. DESIGN PRESSURESES.............................................. 8-9 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. BOM & ASSEMBLY ................................................... 10-11 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURALI CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13D0. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. CODES ISTANDARDS USED: 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 10) REFERENCES: TEST REPORTS FTL-8139, 8174; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & •ASTM E1300-09 BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS & ALUMINUM DESIGN MANUAL •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION - -ALUMINUM DESIGN MANUAL, ADM-2015 11) PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA, INC. •AISI S100-12 •AISC 360-10 12) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �11 � 2 m U cn al'p s zQ' O N 0 w w O v u7 OJ M Ow OJo 2'-7 •ep of � o z ULLI 7 3 Od j W `�� �aa 200 F- Q O LU - >a z Q Z DO W w LL O Z 3 a ®& ¢lams W j W W O F- Z < z •long o U g Z w LOLU U > (D a111 'asap sauag �NYILYNIy �r ........ Mi L\CENSF'•.C��� * ; No.58705 S 0 '�� ZT7 70NAL A. LYNN MILLER, P.E. P.E.# 58705 Glass Type Description Table # Sheet # 5 7/0' Laminated I.G.: 1/8" A Exterior Cap + 7116" Air Space + 5/16' laminated; (2) Utes of 1/8" A Glass with .090" PV8 Intedayer 4 8 6 7/8' Laminated I.G.: 1/8' T Exterior Cap + 7/16" Air Space + 5116" Laminated; (2) Utes of 1/8' A Glass with .090" PVB Intedayer 5 8 7 7/8' Laminated I.G.: 3116' A Exterior Cap + 318" Air Space + 5/16' Laminated; (2) Lftes of 1/8". A Glass with .090' PVB Intenayer 6 9 8 71T Laminated I.G.: 3116' T Exterior Cap + 318" Air Space + 5116" Laminated; (2) Utes of 118" A Glass with .090' PVB Intenayer 6 9 9 718" Laminated I.G.: 1/8• A Exterior Cap + 7/16' Air Space + 5/19' Laminated; (2) Liles of 118" H Glass with .090' SG Intenayer 7 9 10 7/8' Laminated I.G.: 1/8" T Exterior Cap + 7/16' Air Space + 5116" Laminated; (2) Utes of 11W H Glass with .090" SG Intenayer 7 9 11 7/8" Laminated I.G.: 3116" A Exterior Cap + 318" Air Space + 5/16' Laminated; (2) Liles of 1/8' H Glass with .090" SG Intenayer 7 9 12 7/8' Laminated LG.: 3/16' T Exterior Cap + 378' Air Space + 5116" Laminated; (2) Utes of 118" H Glass with .0901 SG Intedayer 7 9 13 71W Laminated I.G.: 1/8" A Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lilies of 3/16• A Glass with .090" SG Intedayer 8 9 14 7/a" Laminated LG.: 1/8' T Exterior Cap + 5(161 Air Space + 71191 Laminated; (2) Utee of 3/1G A Glass with .090" SG Intenayer 8 9 15 718' Laminated I.G.: 3116" A Exterior Cap + 1/4" Air Space + 7/18' Laminated; (2) Cites of 3116` A Glass with .090" SG Intedayer 8 9 16 7/5` Laminated I.G.: 3/16' T Exterior Cap + 1/4' Air Space + 7/16" Laminated; (2) l les of 3(16" A Glass with .090' SG Intedayer 8 9 Group Anchor Substrate Min. Ernbedmene A #10 SMS 18-8 S.S. or 410 S.S.)Steel P.T. Southern Piro (SG-0.55)-3f(steel, Steel, A36' M16 0.050` Stud, A653 Gr 33- 0.0451' (18 Ga.) Aluminum, 6063-T5' 0.050' Ultrecon P.T. Southern Pine (SG=0.55) 1d18"M(I'steel Concrete (min. 2.85 ksi) 1-318" LkVrouted CMU, (ASTM Ce0) 2.112' 1 1-1j4' B #12 SMS (steel. ISM S.S. or S.S.) P.T. Southern Pine .(SG-0.55) via,1J1a• Steel A36' 3/9' 0-050` Steel Stud, A653 Gr. 33• 3/8" 0,0451' (18 Ga.) Aluminum. 6063•T5' 30r 0.0ar 114" steel Ultmon P.T. Southern Pine (SG-0.55) 1' 1.118" Ile stye! cmlgux P.T. Southern Pine (SG=0.55) 1" 1-3111" 114' step Aggre-Gator P.T. Southern Pine (SG-0.55) 1' taw C 114` steel Ukraoon Concrete (min. 2.85 ksi) 1' 1.314" UrproutBd CMU, (ASTM C-90) 2.112* 1 1-1/4' 114'steel Cretatex Commit (mkt. 3.35 ksi) 1" 13/4' 1/4" steal txtracon Concrete (min. 2.85 ksi) 2-1/r 1.314" D 1/4' steel Cratallax Concrete (min. 3.35 kap 2-1/2' i1v'r Urgrouted CMU, (ASTM G90) 2-1/2'1-ile 1/4' steel Aggre-Gator Concrete min. 3.275 ksi 1-1/7 7 1JlB" Grouted CMU, (ASTM G90)r T "(7NGR0UTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 'A" = ANNEALED 'H'= HEAT STRENGTHENED 'r=TEMPERED 'PVB"=,090'TROSIFOL®PVB BY KURARAY AMERICA, INC. 'SG* _ .GW SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES. GLASS TYPES 5, T 9, 11, 13 8 15 MAY NOT BE USED IN THE. HVHZ.ABOVE 30'. SILICONE H0T44�T BUTYL ALUM STRUCTURAL 7 STRUCTURAL S�I� 3116• NON. 5116' N( POLYISOBUTYLENE 1/4' NOM. WITH DESICCANT 1MTH BUTYL a DESICCANT DESICCANT FOAM - EXT. GLASS EXT. GLASS D(T. GLASS INT. GLASS - INT, GLASS IN' .n KODISPACE rot SUPER DURASEA00 4SG_TPS SPACERON)cr SPACER Material Min. Fy Min. Fe Steel Screw 92 kel 120 ksi 18-8 Screw 60 ksl 95 ksi 410 Screw 80 kel 110 kai Elco Aggre-Gator® 57 ksi 96 ksl Elco UltraCort® 410 SS Elco CreteFlexO 155 ksi 127.4 kal 177 kai 189.7 ksi 6ID63-TS Aluminum 16 kei 22 ksi A36 Steel 36 ksi 58 ksi Gr, 33 Steel Stud 33 ksl 45 ksi Group. Anchor Substrate Mln. Edge Distance Min, Fmfrecimene 2.112' Rirg-ehank Roofing Nall P.T. Southern Pine (SG=.55) 3/8' 2.7116' P.T. Sachem Pine (SG=.55) 11Y 1.318- F #10 Tnrsshead SMS (steel, 16-8 S.S. or 410 s.s.) Aluminum, 606345' 3/8' 0.050" Steel Stud, Gr, 33' 31W 0.0451" (18 Ga.) Suet; A36' we" 0.050' P.T Southern Pine (SG=.55) 9(1W 1.318` #12 SMS (steel, 18.8 S.S. or 410 S.S.) Aluminum, 6063•T5" 3/8' 0.063" Steel Stud, Gr. 33' Ir 0.050' Steel, A36" 3/e' 0.050" GLASS, POLYISO DESICCANT FILL AREA BUTYLENE 5/16' NOM, SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS a s4r.ctass XL EDGE'" EXTERIOR S SPACER CERT. OF AUTH, #29296 -J(!G �-. COPYRIGHT 0 2017 1070 TECHNOLOGY DRII PGT INDUSTRIES, INC. N- VENICE, FL 34275. ALL RIGHTS RESERVED 1 (941)-480-1600 WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: FLANGE Box OR EQUAL LEG 4 J-CHANNEL 1 INTEGRAL FIN Q 3 rvui c acc uuww wvu ulmcrvaluna ury ancc i n Part# Description Material 100 Kommerling 4SG TPS Spacer System 101 QtlanexSuper Spacer nXrwith Hot MeRButyi See this 102 Quanex Duraseal Spacer Sheet br Materials 103 Cardinal XL Edge Spacer 12'NOM.GLASS SITE TYP. TYP. GLAZING DETAIL VINYL CASEMENT WINDOW NOA (LM) $l 919114 GLASS/ANCHORS/FRAME OPTIONS jiflJROSOWS1KJ 05/15/17 - JR - ANCHORS RE -GROUPED. CA-5540 NTS t 2 OF 11 i i MD-5540C.0 IRWDUCT REVISED a eemplymg Kith (he Fk.tt. P.Awina Code AcocpW.. No l Drv14. tnusbon Bare_ 1.. .` VtCFa1gF�!'� No. 56M 0 6 OigD F `=�<u; ONAL ..... C' /�r j1. A. LYNN MILLER P.E. P.E.# 56705 INSTALLATION 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. OPTION 1 ANCHOREDTHROUGH EDGE DISTANCE FRAME INTO 2X WOOD FRAME( BUCKSTRIP. SEE NOTE 2, THIS SHEET. U FLANGE FRAME IEMBEDMENT SHOWN U �-1/4" MAX. SHIM 15 ©0O TYP. ANCHOR TYPE, EMBEDMENT AND B EDGE DISTANCE PER CI SUBSTRATE, SEE SEE SHEETS TABLE 2, SHEET 2. 10811 FOR HARDWARE 1t (n( a 2 HD REINF. II (1 85 VISIBLE SEE SHEETS BUCK LIGHT 10811 FOR HEIGHT HEIGHT HARDWARE 72 11 HD REINF. 0 EXTERIOR SEESHEETS 10 & 11 FOR HARDWARE C]OO EGUAL-LEGBOX FRAME SHOWN 1/4' MAX. SHIM --� EMBEDMENT EDGE DISTANCE INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. SEE SHEETS 10811 FOR HARDWARE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE o DISTANCE PER SUBSTRATE, FLANGE 15 SEE TABLE 2, SHEET 2. (LOCK JAMB) FRAME SHOWN 0 NOTES: 1) USE ONLY DOO SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE 114" MAX 0 WINDOW. SHIM J STD. REINF. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET STANDARD SASH RAIL 2. ALL WOOD BUCKS LESS THAN HINGE & REINFORCEMENT, 1-1/2' THICK ARE TO BE CONSIDERED i37 (ALL SIDES) 1X INSTALLATIONS. 1X WOOD BUCKS SEE SHEETS 10 & 11 ARE OPTIONAL IF UNIT IS INSTALLED FOR HARDWARE DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE TYP. ANCHOR TYPE, EMBEDMENT RESPONSIBILITY OF THE ENGINEER — AND EDGE DISTANCE PER OR ARCHITECT OF RECORD. SUBSTRATE, SEE TABLE 2, SHEET 2. 1/4" MAX. SHIM 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM I BEADING TO BEADING. — EDGE DISTANCE INSTALLATION VERTICAL SECTION B-B OPTION 2 ANCHOREDTHROUGH SHOWN WITH HEAVY-DUTY SASH, HINGE &REINFORCEMENT FRAME DIRECTLY INTO CONCRETE/CMU. INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. - SEE NOTE 2, THIS SHEET. 1/4' MAX. SHIM EMBEDMENT 4 � � . EDGE �rr--� LT�O DISTANCE u p ❑ TYP. ANCHOR TYPE, C EMBEDMENTAND 0 EDGE DISTANCE PER SUBSTRATE, SEE ... TABLE 2, SHEET 2. ` . (HINGE JAMB) —v �— VISIBLE LIGHT WIDTH B� HD REINF. EXTERIOR EQUAL- LEGBOX FRAME BUCK WIDTH SHOWN HORIZONTAL SECTION A -A SHOWN WITH HEAVY-DUTY SASH, HINGE & REINFORCEMENT DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 2, SHEET 2. 1/4" MAX. SHIM r TYP. ANCHOR t ❑ TYPE, EMBEDMENT ❑ FLANGE AND EDGE EQUAL P&ODUCT REYfSPD FRAME V DISTANCE PER LEGBOX EXTERIOR m-nwoying with the FW& SHOWN SUBSTRATE, SEE Rmi! Cade TABLE 2, SHEET 2. SHOWN , A=PL a No ! %4. 16 (HINGE JAMB � Expires' Date SHOWN) By EXTERIOR Miami ade Prmdmi INSTALLATION_ INSTALLATION OPTION 4 V OPTION 4 ANCHOREDTHROUGH ANCHOREDTHROUGH �`� NY LYN FRAME INTO METAL FRAME INTO METAL �`� ��,. • • • • HM �i� No. 58705 '. 0'•, TE sT[ 17': ........ �/' N ` �//�NAL t�.`� ®•. CERT. OF AUTH. 829286 VINYL CASEMENT WINDOW NOA (LM) 0 9/9/14 VISIBLE LIGHT FORMULAS o FLANGE & EQUAL-LEG/BOX FRAMES m J ROSOWSKI HEIGHT &6-3/4• 314- HEIGHT: SUCK WIDTH rc m COPYRIGHT®2017 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. 11 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED N. VENICE, FL 34275 (941)-480-1600 A. LVNN MILLER, P.E. P E p 511706 CA-5540 " y NTS N 3 OF 11 �^ o z MD-5540C.0 B INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN 15 6 SEE SHEETS 10 & 11 FOR HARDWARE 11 HD REINF. BUCK VISIBLE LIGHT HEIGHT HEIGHT 72 11 HD REINF. EXTERKJR SEE HEETS 10 & 11 FOR HARDWARE INTEGRAL FIN FRAME SHOWN 1/4" MAX. SHIM l-_ EMBEDMENT EDGE DISTANCE TYP. ANCHOR EDGE DISTANCE TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. 1/4" MAX. SHIM C3❑ o M TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT L700 AND EDGE DISTANCE PER SEE TABLE 3, SHEET 2. I�I (NAIL SHOWN) SEE 10& HAR STANDARD SASH RAIL HINGE & REINFORCEMENT, 87 (ALL SIDES) _ SEE SHEETS 10 & 11 FOR HARDWARE INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. VERTICAL SECTION D-D SHOWN WITH HEAVY-DUTY SASH, HINGE & REINFORCEMENT �1/4" MAX. SHIM EDGE DISTANCE 1-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR GREATER. I AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. SEE SHEETS 10 & 11 FOR HARDWARE INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. 1l4" MAX. SHIM SEE NOTE 2, THIS SHEET. I---- EDGE DISTANCE Ih� UL� INTEGRALFIN J FIN 83 FRAME SOWN 15 HD REINF. - VISIBLE LIGHT WIDTH � EXTERIOR V BUCK WIDTH HORIZONTAL SECTION C-C SHOWN WITH HEAVY-DUTY SASH, HINGE & REINFORCEMENT DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLES 2 & 3. SHEET 2. 1/4" MAX. SHIM INTEGRAL FIN FRAME SHOWN INSTALLATION OPTION 7 ANCHORED THROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT — AND EDGE DISTANCE PER _ SUBSTRATE, SEE TABLES 2 & 3, SHEET 2. EXTERIOR V 1/4" MAX. SHIM �C D a FIN AN FLANGE MAYBE REMOVED IN -FIELD r INSTALLATION OPTION 8 ANCHOREDTHROUGH FRAME INTO METAL VISIBLE LIGHT FORMULAS VINYL CASEMENT WINDOW NOA (LM) 0 9/9114 WIDTH: BUCK WIDTH - 6-3/4" 17 HEIGHT: BUCK HEIGHT - 6-3(4' " ; Y J-CHANNEL & INTEGRAL FIN FRAMES -2 d J ROSOWSKI TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER CERT. OF AUTH. N29296 SUBSTRATE, SEE TABLE 3, SHEET 2. 1070 TECHNOLOGY DRIVE (SCREW SHOWN) COPYRIGHT ©2017 N. VENICE, FL 34275 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 1 (941)-480-1600 1.105/15/17 - JR - NO CHANGES THIS SHEET. CA-5540 I.,I NTS hI 4 OF 11 to zl MD-5540C.0 EMBEDMENT j TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. PRODUCT REVISBD n complying with die Fimida 2oi14®g Code -D614 Acceptenw NO j 1\\1111111//j� * : No.58705 O S/0NAL EN\.. /'/,tl lilt1111 A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF CASEMENT -TO -CASEMENT (X-X) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) A) INDIVIDUAL COMPONENTS: 5540 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE/MULL 5540 SERIES CASEMENT / \ WINDOW MAXIMUM DESIGN PRESSURE WHEN USING THE FRAME ASSEMBLY TUBEIMULL, SEE NOTE 2: +/- 70.0 PSF B) COMBINED COMPONENTS: 8• MAX., SEE NOTE 3, THIS SHEET 4• MAX ADDITIONAL MULLION ANCHOR 4" MAX —►I SEE NOTE 3, THIS SHEET r 63" MAX. L ,I�- 81-1/4•MAX. �- WINDOW ANCHOR C) HORIZONTAL SECTION E-E: SHALLOW, FLUSH CAP 5540 SERIES 5540 SERIES CASEMENT CASEMENT WINDOW WINDOW FRAME ASSEMBLY TUBE/MULL J `>`MIN. # 10 X 3/4" SMS @ 17" DEEP, FLUSH CAP MAX O.C. THROUGH EXTERIOR INSTALLATION HOLES, SEE WINDOWS APPROVAL FOR SEE SHEET 6 FOR FRAME ANCHOR INFO. ASSEMBLY TUBE/NAILLION DETAILS ILLUSTRATION OF AWNING -TO -CASEMENT -TO -FIXED CASEMENT (X/X/O (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) A= 63• MAX. FOR FIXED CASEMENT A) INDIVIDUAL A- 40" MAX. FOR CASEMENT 8) COMBINED COMPONENTS: A- 60' MAX' FOR AWNING COMPONENTS: 5540 SERIES I VERTICAL AWNING WINDOW SECTION F-F WINDOW A r ANCHOR FRAME / \ y 4" X MIN. # 10 D.C.THROUGH ASSEMBLY 4 L 1 T MAX C. THROUGH TUBE/MULL F f 4' MAX INSTALLATION HOLES, - SEE WINDOWS APPROVALFOR \ F \ ANCHOR INFO. 5540 SERIES \ 127-1/4•MAX \ CASEMENT 127-114' MAX' WINDOW /\ 84• MAX /\ ADDITIONAL MULLION ANCHOR SEE NOTE 3, THIS SHEET FRAME VERTICAL ASSEMBLY SECTION GG TUBE/MULL EXTERIOR 5540 SERIES /L� FIXED CASEMENT \� WINDOW 8"1"IAX. MIN.#10X3/4"SMS (O17" SEE NOTE 3, MAX O.C. THROUGH THIS SHEET INSTALLATION HOLES, SEE - 'UNDER SEPARATE APPROVAL WINDOWS APPROVAL FOR ANCHOR INFO. FRAME ASSEMBLY TUBE/MULL NOTES, ALSO SEE NEXT SHEET 1) DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES. ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, TYPE, SHAPE, QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2) ANY 5540-SERIES CASEMENT, FIXED CASEMENT (UNDER SEPARATE APPROVAL) OR AWNING WINDOW (UNDER SEPARATE APPROVAL) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE/MULL, IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN, FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY . 3) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES, AS SHOWN ON THIS SHEET, ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEGBOX FRAMES. FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 4) FOR FLANGE OR EQUAL-LEGBBOX FRAMES, THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOWN IN DETAILS, WITH MIN. #10 X 3/4• SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL, UP TO 17" MAX. Q.C., ADD ADDITIONAL ANCHORS AS NEEDED. THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 5) THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63" IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS. TWO ADJACENT WINDOWS MAY NOT EXCEED A TOTAL OF 127.1W IN WIDTH OR HEIGHT, FROM WINDOW BUCK TO WINDOW BUCK, INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. 6) SHEET 5 3 6 REFER TO UNCLIPPED MULLION ASSEMBLIES. FOR CLIPPED MULLION ASSEMBLIES SEE VINYL CASEMENT WINDOW NOA (LM) $ 9/9/14 TUBE MULLION UNDER SEPARATE APPROVAL. o FRAME ASSEMBLY TUBE DETAILS A -, J ROSOWSKI CERT. OF AUTH. #29296 COPYRIGHT02017 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. PGT INDUSTRIES, INC. N. VENICE, FL 34275 v ;, ALL RIGHTS RESERVED (941)-480-1600 'm CA-5540 NTS N 5 OF 11 o z° MD-5540C.0 z° B 5540 SERIES AWNING WINDOW (SILL) SHALLOW, FLUSH CAP FRAME ASSEMBLY 5540 SERIES CASEMENT WINDOW (HEAD) 5540 SERIES CASEMENT WINDOW (SILL) SHALLOW. FLUSH CAP FRAME ASSEMBLY 5540 SERIES FIXED CASEMENT WINDOW (HEAD) PRODUCT REVISED w e plying with the Floncki Btuldmg Code A—pt.. No 7- C614. rl� �isation DMc �� �lllln ut//// * : No. 58705 -v "TO Q %p0, ST: (V� � /ONAL E �` "101111 0111 A. LYNN MILLER, P.E. P.E.# 58705 ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F WINDC SEE NOT] NU 1 tJ FUK FNAMt AJJtMt5LT I UM tNU UAY: FRONT MEW 1) APPLIES TO FIN OR J•CHANNEL FRAMES. 2) REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. 3) ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE, SEE SHEET 5. 4) END CAP MAY REQUIRE IN -FIELD TRIMMING. STANDARD LENGTH IS 14•. 1.250" ,oD 3.250• OFRAME ASSEMBLY TUBE, ALUM 6005-T5 375' .06(r 91 SHALLOW, FLUSH CAP, PVC 1.874' ---j i I .627• .060" ODEEP, FLUSH CAP, PVC EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. .221' REMOVEFOR I FIN APPLICATIONS 1.440" (- 055, J —1.664' 93 FRAME ASSEMBLY TUBE END CAP, PVC EXTERIOR a SIDE VIEW FRAME ASSEMBLY TUBE NOTE: REFER TO SHEET 5 FOR THROUGH -FRAME ANCHORAGE AND THIS SHEET FOR NAIL FIN ANCHORAGE DETAILS TYP. AT ALL FRAME ASSEMBLY TUBE ENDS BOTH HORIZONTAL AND VERTICAL COPYRIGHT ® 2017 1070 TECHNOLOGY DRIVE Po INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED 1(941)-480-1600 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL. FOR TEES, CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED, TUBE MULLION UNDER SEPARATE APPROVAL 1-114" 81-1/4' MAX. 81-1/4• MAX. \ \ \ \ 63" )/ 1(v/ MAX. CASE. CASE. CASE. CASE j ---1 81-1/4' MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. (4 WINDOWS MAX) 1-1l4' 127-1/4'MAX. 63" MAX. \ FIXED A CASE. CASEMENT' CASE. F~ 127-1/4 7X. 255-3/4" MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME ASSEMBLY TUBE/MULL. VARIOUS WINDOW TYPES AND SIZES (4 WINDOWS MAX.) --� 40• MAX �-- >r 1.114" 127-114" CASE. yL MAX. L ` CASE. 127-1/4' MAX. ff 2MAX l� 127-1/4" c MAX MAX CASE. 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBE/MULL, A= 63" MAX. FOR FIXED CASEMENT A= 40" MAX FOR CASEMENT A -�-I A= 60• MAX. FOR AWNING A CASE.. ' L 127-1/4' MAX. \ \ 255-314" MAX. / / 127-1/4' MAX. / CASE. PROLTUCt' REVISED J m complying with the Mori& AWN:\ A—ptgCode t' -,� i1 Acreptemx No F,,p ,afiw Doe ���T �-[' 2 OR MORE WINDOWS (4 WINDOWS MAX.) WITH HORIZONTAL FRAME ASSEMBLY TUBEIMULL. VARIOUS WINDOW TYPES AND SIZES. 'UNDER SEPARATE APPROVAL VINYL CASEMENT WINDOW NOA (LM) 8 jzj 9/9/14 FRAME ASSEMBLY TUBE DETAILS B om J ROSOWSKI 05/15/17 - JR - NO CHANGES THIS SHEET. CA-5540 2 NTS N 6OF11 oz° MD-5540C.0 `1111111t,1//// ONY LYNN4f �,.•' 1,%CENS4e •'•����� * No.58705 �0. . S7 �./F- 'tORIDFl •'G��\ S O' EN � ,NALII`���` A. LYNN MILLER, P.E. P.E.# 511705 -1 7/8" NOW 511 s" aA PVB 7/16" AIR SPACE 1 /8" A GLASS aEXTERIOR 100 103 71W NOW 5/16" H/H SG 7/16" AIR SPACE 1 /8" A GLASS a EXTERIOR 19 100-103 -1 7/8' NOM, [ - 7/16" A/A SG 5/16" AIR SPACE 1/8" A GLASS aEXTERIOR 100-10.3 GLAZING NOTES: GLASS TYPE 13 "A" = ANNEALED "H" = HEAT STRENGTHENED T =TEMPERED 'PVB" = .090" TROSIFOLS PVB BY KURARAY AMERICA, INC. 'SG" =.09(r SENTRYGLASS INTERLAYER BY KURARAY AMERICA, INC. 1) FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 2) SEE TYPICAL GLAZING DETAIL ON SHEET 2. -1 7/8"NOM. 5/16" aA PVB 7116" AIR SPACE — 1/8" T GLASS - aEXTERIOR L�C�W GLASS TYPE 6 1 7/8' NOW 5116" H/H SG — 7/16" AIR SPACE- 1/8" T GLASS- EXTERIOR 7/16' A/A 5116" AIR E 1/8" T a GLASS TYPE 10 -1 7Ar NOM. --►{ 7/8' NOM. 5/16"A/A PVB 3/8" AIR SPACE 3/16" A_ GLASS aEXTERIOR too-1D3 718' NOM. 5/16" H/H SG 3/8" AIR SPACE 3116" A GLASS aEXTERIOR GLASS TYPE 11 7/8" NOM. �•�- 7/16" A/A SG 1/4" AIR SPACE 3/16" A GLASS a EXTERIOR \�. . Tr �-{ 7/8" NOM. 5/16" A/A PVB 3/8" AIR SPACE 3/16" T GLASS a EXTERIOR 1oa1o3 -+{ 7/8' NOM. 5/16" H/H SG 3/8" AIR SPACE 3/166" T GLASS vC _I EXTERIOR 100-103 GLASS TYPE 12 -1 7/8" NOM. 7116' A/A SG 1 /4" AIR SPACE 3/16" T GLASS a EXTERIOR 100.103 GLASS TYPE 16 1Y.00wT RSviSw ae cmVlyi 4 with ft Fbvi& B"adme Code Aaxptanco No ► — 0614. � 6 rx�;�roanme sz, a; . de Prmw C« m 05/15/17 - JR - NO 2 CHANGES THIS SHEET. Y m W > rn "aa o Lt CD in (7 C,4 0 aa ur 8 0 w Z LL s K YYYYYYO �d W� =00 Ufa F.W. Z� Q 2"0 0 Z 3: z ILL0 0 ® $� W Q F Z GW W alon O r C) Z a L0 v J Z 0 > C9 a111 'asap sauaS * No.58705 :SSE �. 0/mII NAL A. LYNN MILLER, PEE P.E.# 58705 TABLE 4: Window Design Pressure,(+)"psn 6e1hdard tkeIMaeGlleNcee Type: 5 V8"A CAP, AIRSPACE, 1!8"A,.090PVB, 1/8A ' sash. rc Window Buck Width On) Dimension 24 28 28 3D.683 31.052 31.431 32.625 33:D43 33.472 33.912 34.365 34.829 35.306 35.797 36 48 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +65/-70 +851-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 60 +651-70 +651-70 +65/-70 ♦651-70 +651-70 ♦65169.7 +65/68.6 +65168.1 +65/67.5 +85/67 +551.66.5 +651-0.9 +65/-65.4 +/64.9 +164.4 +164.2 66 +651-70 +65/-70 +651-70 ♦65168.7 +65/68.1 +65/67.5+M66.4 g3l32217 +65/65.8 +65/65.3 +/64.7 +164.2 +/63.6 +163.1 +/62.5 +162 +161.8 70 +65/-70 r65/-70 +65l-70 +65/67.5 +85768.9 +85168.3 +85/65.2 +/64.6 +164.1 +/63.5 *1629 +1624 +161.8 */61.2 r160.7 +I60.S 71.593 +651-70 +85-70 +651-70 +85167.1 +85/68.5 +65/65.9 */64.8 */642 +l63.8 +/63 +1625 *161.8 +/61.3 r160.8 *160.2 r160 72 +651-70 +651-70 +651-70 +65167 +65166.4 +8y65.8 +164.7 +/64.1 +/63.5 +/62.9 +162.4 +/61.8 +161.2 +160.7 +160.1 73 +651-70 +851-70 +651-70 +65166.7 +651.651 +65165.6 +164.4 +163.5 +163.1 +/62.6 +/621 +/61.5 +161 +1.60.4 74 +851-711 +1151-70 +65/-70 +65/•88.5 +65165.9 +65165.3 +/64.6 +/63.7 +/62.9 +1623 +/61.7 +161.3 +/60.8 +160.4 pppa 75 +651-70 +651.70 +651-70 +65/-68.2 +65165.7 +164.7 +163.8 +/63 +/622 +/61.5 +1- 0.8 +I60.3 +1-69.9 76 +65(-70 +651-70 +65/-70 +85166 +651651 +/64 +/63.1 +/62.4 +/61.6 +I60.8 m 77 +65/-70 +651-70 +65/-70 +65165.2 +164.3 +163.3 +/-62.5 +I61.8 +161 +160.2 +/-59.3 78 +65/-70 +85-70 +651.70 +164.3 r163.5 +1627 +/61.9 +167.2 +I$0.4 +/68.6 79 +651-70 +851-70 +65/-70 +/63.7 +162.9 +162.1 +161.4 +160.6 +/-59.8 60 +65/-70 +65/-70 +661-70 +/63.2 +/624 +/$1.6 +/-60.8 +/6p 81 +651-70 +65/-70 +65169.8 +I62.8 +161.6 +161 +I60.2 82 +65✓-70 +65/-70 +65l6B.8 +162.2 +/61.3 +/60.5 83 +65f-70 +651-70 +6W-W.5 +161.7 +/tA.B 84 +85/-70 +65/-70 +65169.3 +/61.3 MAX. IAMB O.G. SPACING IF ANCHCIRINGTHROWHTHE FRAME PER MAX'O.C. SPACING IF ANCHORING SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B,COR DANCHORS APPLIES TO FANCHORS (SEE TABLE 2) (SEE TABLE 3) 1267' 4' TABLE 6: Wriclow Design Pressure, (+I- psf) ssnd'ra Sash. Hrgea u.em.aele for Grsa Type; 6 1/6" T CAP, AIRSPACE, 118' A, .090' PVB, 116- A WYaorse Window Buck Width (In) Dimension 24 26 28 30.6W 31,052 31.431 31.819 32.217 32.625 33.043 33.472 33.912 34.365 34.829 35.306 35.797 36 48 +65/-70 +651-70 +65I-70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +65(-70 +651-70 +65I-70 +651-70 +651-70E+651-70 +651-70 +661-70 60 +651-70 +651-70 +661-70 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +65/-70 +661-70 +651-70 +8&-70 +651-70 +651-70 +65770 66 +65/-70 +65I-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +851-70 +65/-70 +65/-70 +851-70 +651-70 +65/-70 +651-70 +65/-70 70 +651-70 -651.70 +0-70 +85/-70 +65/-70 +BW-70 +651-70 +65/-70 +65/-70 +85/-70 +66/-70 +651-70 +651-70 +651-70 +65/-70 +651-70 71.593 +651-70 +65/-70 +651-70 +66/-70 +651.70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +851-70 +65169.6 +6W68.7 +6&-08.6 72 +65/-70 +65/-70 +651-70 +65l-70 +651-70 +651-70 +65/-70 +65/-70 *65/-70 +65/-70 +661-70 +66/-70 +65/68.7 +65169.2 +65168.3 73 +65/-70 +651-70 +651-70 +65/-70 +0-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +65/69.8 +6.L69.1 +66168.6 +65168.2 . 74 +851-70 +651-70 +651-70 ♦BW-70 +.-70 +651-70 +651-70 +651-711 +.-111,8 +85168.2 +65/68.6 +66168.1 +85/67.6 +65167.1 ppp€ 75 +651-70 +651-70 +651-70 +651-70 +BSI-70 +65I-70 +651-70 +65/-70 +65/69.1 +66/654 +65187.6 +65167 +65I66.5 76 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +65I69.3 +651.68.4 +65/67.8 +BSI68.7 +65166 77 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +55/-70 +65169.5 -65168.6 +65167.8 +65/-869 +.659 m 78 79 +851-70 +651-70 +651.70 +651.70 +661-70 +65160.7 +86148.8 +66168 +65/67.1 +65166.2 +651-70 +65/-70 +651-70 +65-70 +65/6D9 +65169 +65168.2 +65/•67.3 +651.86.4 +65/-70 +65(-70 +65/-70 +651-70 +65/69.3 +8&-W.4 +85/•67.5 +65/68.8 q62 +85/-70 +85/-70 +661.70 +66169.6 +85168.7 •651-67.8 +65/-86.9 +651-70 +85/-70 *651.705169.1 :6 +85167.2+65l-70 +BSI-70 +851-70 +65!68.8 +65!67.6+65470 .851-70 +651.70 +65168.1 MAX. IAMB O.C. SPACING IF ANCHORING THROUGH THE FRAME PER MA%. O.C. SPACING IF ANCHORING SHEETS 3 & 4 THROUGH THE INTEGRAL FIN PER SHEET4 APPLIES TO B,COR DANCHORS APPLIES TO FANCHORS (SEE TABLE 2) (SEE TABLE 3) 12.67" 4" j I QD CERT. OF AUTH. #29296 COPYRIGHT ® 2017 1070 TECHNOLOGY DRIVE PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED (941)-480-1600 GLASS TYPES 5, 7.9.11.13 8. 15 MAY NOT BE USED IN THE HVHZ ABOVE 3('. VINYL CASEMENT WINDOW NOA (LM) 0 919/14 DESIGN PRESSURE TABLES A T�m� J ROSOWSKI 05/15/17 - JR - NO CHANGES THIS SHEET. CA-5540 y NTS y 8OF11 oz° MD-5540C.0 NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUCT REVISED , cempiying with the FWnda aB"1y.11 ! Rr- l 1111111111/// �ONV LYN/V,y��%,, Q�.•.• �1GENSF'•. (�F i� No.5B705� 7ONAL ,l1//I,I III\1\\ A. LYNN MILLER, P.E. P.E.# 58706 TART F R Window Design Pressure, (+/-psf) v- ty schf Her I U^IN. Witte Type: 3/18" A CAP, A925PACE, 118' A, .080' PVB, tl8' A & 3I16' T CAP, AIRSPACE, 1/8' A, .090' PVB, 1A ReM«6nl8' Window Buck Width (in) Dimmions 30.683 31.052 31.431 31.819 32.217 32.625 33.043 33.472 1 33.912 34.365 34,829 35.306 35.797 36 71.593 +651-70 +65/-70 +8&-70 +65/-70 +85/-70 +851-70 .6&-70 +851.70 +6&.70 +651-70 +6&-70 +8&-70 .651-70 72 +65/-70 +651-70 +651-70 +6&-70 +8&-70 +651-70 +65/-70 +65/-70 +651-70 .651-70 +85/-70 +65/-70 +65/-70 73 +651-70 +65/-70 +651-70 +651-70 +8&-70 +65/•70 +651-70 +651-70 +651-70 +851-70 +651-70 +85/-70 +S&-70 74 R-6 +651-70 +651-70 +651-70 +65/•70 +65-70 +65/-70 -651.70 +6&-70 +8&-70 +651-70 +851-70 +651-70 +851-70 75 +By-70 +651.70 +851-70 +85/-70 +651-70 +851.70 +85/-70 *65/-70 +651-70 +65/-70 +85/-70 +651-70 *851-70 76 +651-70 +65/-70 +6&-70 +651-70 +65/-70 +651-70 +6&-70 +851.70 +8&-70 +651-70 +S&-70 +85/-70 +65/-70 77 +6&-70 +651-70 +65✓-70 +6&-70 +651-70 +651-70 +85/-70 +651-70 +651-70 +65/-70 +85/-70 +65/-70 +65/-70 x 78 .6&-70 +S&-70 +65/-70 +6&-70 +6&.70 +651-70 +65/-70 +85/-70 +6&-70 +651-70 +65/-70 +65/-70 +651-70 +8&-70 79 +651-70 +6&-70 +651-70 +651-70 +65/-70 +651-70 +651.70 +651-70 +6&•70 +6&-70 +651-70 +651-70 +e&-70 +65/-70 m 80 +6&-70 +6&-70 +aW-70 +651-70 +651•70 +681-70 +65/-70 +8&-70 +6&-70 *65J-70 +65/-70 +851-70 +6W-70 +851-70 81 +651-70 +6&-70 +65/-70 +6&-70 +651-70 +65/-70 +65/-70 +65/-70 +6&.70 +S&-70 +85f-70 +651-70 +85/.70 +8&.70 82 +651-70 +6&-70 +65/-70 +6&-70 +&V.70 +851-70 +65/-70 +65/-70 +6&-70 +65/-70 +651-70 +65/-70 +8&-70 +6&-70 83 +651-70 +6&-70 +651-70 +6&-70 +6&-70 +6&-70 +651-70 .6&-70 +691-70 +6&.70 +651-70 .g&.70 +85/-70 +65/-70 84 +8&•70 +6&-70 +66/-70 +6&-70 +8&-70 +651-70 +651-70 +65/-70 +651-70 +W.70 +651-70 +851-70 Window Design Pressure,(+/-psf) H,y-D, Been, FWpe & AeHloraeman Ille,I, I'll, Type: 9,1011 , & 12 //8' A CAP, AIRSPACE, 1/6' H, .090' SG, 1/8' H & 1I8' TCAP, AIRSPACE, llr H. .090- SG, 1/8- H 3/16' A CAP, AIRSPACE, 1/8' H. .090' SG, 1/8' H & 3116" T CAP, AIRSPACE, 118' H. .09(" SG, 1l8' H Window Dimensions Buck Width 0n) 24 26 28 30 32 34.005 35.705 1 36.621 1 3.129 40 48 +70/-110 +701-110 -701.110 +7a-110 +701-110 +70/410 +701.110 .701-110 +7a-1 6 .70/410 +7a•110 +701-110 +7a-110 +7a-110 +7a-110 +7-110 +70/4 +7-1-1'2.71 a a- 11 +7a-110 +701-110 +701-110 +701-110 0 .a-10 +70/-110 +701410 +7a-1 a +7a-110 +701-110 +7a•110 +701-110 +7a-ll0♦70/410 +70 ++77aa--111100 ++3778aa.0••8115 .70/•110 +70/-110 .7m-110 +7a-110 +7a-110 +7a--t1i1p0 TAR[ F R' MAX. JAMB O.C. SPACING IF MAX. O.C. SPACING IF ANCHORING ANCHORING THROUGH THE FRAME PER THROUGH THE INTEGRAL FIN PER SHEET APPLIES TO B, C OR D ANCHORS APPUES TO F ANCHORS (SEE TABLE 2) (SEE TABLE 3) 12.67" 4" MAX. JAMB O,C. SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3 & 4 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) 10.13" GLASS TYPES 9 THROUGH GLASS TYPES 5, 7, 9, 11, 13 16 MAY NOT BE USED WITH ' & 15 MAY NOT BE USED IN • FINJ-CFFRAMES NNEL R INTEGRAL ,THE HVH2 ABOVE 301. Window Design Pressure, (+/.psf) HwW-D* ueewetaoe for pass Type 13, 14, 15 & 16 118- A CAP, AIRSPACE, 3116" A, .090" SG, 3116- A & 1/8" T CAP. AIRSPACE, 3/18" A, .090- SG, 3116- A sash. H110e & Reird-I 3116" A CAP, AIRSPACE, 3116- A, .090" SG, 3116" A & 3116" T CAP, AIRSPACE, 3116' A, .090" SG, 3/16' A Window Buck Width (in) Oimensions 34.005 34.414 3C834 35.264 35705 36.157 36,621 37,096 37.584 38.085 38.8 39.129 39.672 40 71.41 .7a-110 .701-110 +70-110 +701-110 +701.110 +7a-110 +70-110 +7(k-110 <70)-110 +701-110 +70f-110 +701-110 .70t-110 +701.110 72 +701-110 +701-110 +70-110 +701.110 +701-110 +701.110 +70-110 +701-110 +701-110 .701-110 .70f.110 +7a-110 +701-110 73 +701-110 +701-110 +70-110 +701-110 +701-110 +70f-110 +70-110 +701-110 +70/-110 +70t-110 +701-110 +701-110 74 +701-110 +701-110 +70-110 +701-110 +701-110 +701.110 +70-110 +701-110 +70/-110 +70/-110 +70-110 -, 75 +7a-110 +701-110 +70-110 +7a-110 +70f-110 +701-110 +70.110 +701-110 +70/-110 +701-110 76 +701-110 +701-110 +70-110 +701-110 +701-110 +701-110 +70-110 +70/-110 +701-110 'm 77 +70/-110 +701-110 +70(-110 +701-110 +70f.110 +70/ 110 +700-110 +701-110 x 78 79 80 81 82 83 84 +70,1-110 +701-110 +70-710 +701-170 +7a-1 to +701-110 *70-110 MAX. JAMB O.C. SPACING IF ANCHORI NG THROUGH THE FRAME PER SHEETS 3 & 4 +701-110 +70t-110 +70-110 +70/-110 +70f-110 +701-110 +701-110 +701-110 +7(Y-110 +701 110 +701-110 +7014 10 +701-110 +7U-110 +701-110 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) +70/-110 +70/.110 +70-110 +701-110 +701-1t0 +701-110 1 1 1 10.98" NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. PRODUCT REVISED . cemp4rio8 with tha FlIWidw Atxcpf4occ 14o ri'afi�• Ecpintna, Dmc�i�fjQ� m 05/15/17 - JR - NO CHANGES THIS SHEET. � Y m > o �i� i Do,WD C' p c U 04 p w to 09 p 9 ZLL�moo3: LLj L_- U v d � cOi c�1 Lij AD Q oN 5n10 �1Z1 On>� Z in O Z 3) 3 o Z LOU, O CD ® LU 1�45 a F W to 2 F- Z Q W as LL 0. U Z g Wi ii } Z W [n U 1 0 a0i1 'JSdO 6aua5 11111111111 /J// NO.58705 EI�<[/` Ccs FLORIOP,• S/ONAL '/1/11iItIt11 A. LYNN MILLER, P.E. P.E.# 58705 EXTERIOR a ATTACHED TO FRAMEJAMB ATTACHED TO VENT L SIDE RAIL FRAMEJAMB Fame IMlp. -' PWm 72.749' 'a 46.250'ti6 219' 4 76.260'b4.OW' 6 50 SHOWN ATTACHED TO FRAMEJAMB ATTACHED TO FRAMEJAMB ATTACHED TO VENT SIDE RAIL /� (26 EXTERIOR ATTACHED TO FRAMEJAMB SILL 62SHOWN ATTACHED TO FRAMEJAMB FRAME VERTICAL HARDWARE NOTES: LOCKJAMS 1) SOME PARTSIOPTIONS NOT SHOWN FOR CLARITY. 2) INTEGRAL FIN FRAME SHOWN, PART #1. OTHER FRAME TYPES APPLY. Fnma Oly. ila ht BnubWn 3b.001'-dB.WR 3 ae.mre6.oar � 60.001'-86.ObP' S 2.615" 2.615" IDI� IIII 2.583" I 2.583" I BOTTOM RAIL lU 07� OOD .075" .340" .807" 1-- HD VENT RAIL O STANDARD VENT RAIL 1.168, 1.168" 1.522' 1.522" 1 � .075' HD VENT � .075' 15 57 11 D VENT REINFORCEMENT 10 REINFORCEMENT I, PRODUCT RE as camptyiag with ith dIlwfe Fhrida 3.,Idusg Cade .316" ACC2Ptap�allo1-0614.14 864" 301' �L L pieariao D- 26 HORIZONTAL HARDWARE SECTION 75 ' By gi o — — — +-�1 FRAME SILL .035' O IG GLAZING O EXTRUDED mp� 73 BEAD 80 SCREEN FRAME \`1111111 N&j7j \\�?O %,%CENSF VINYL CASEMENT WINDOW NOA (LM) 0 919/14 * : N0. 58705 1t VERTICAL BOM & ASSEMBLY A g J ROSOWSKI I� fir HARDWARE ® 0 A F 4 HINGE JAMB CERT. OF AUTH.#29296 m ;�5 ''.F10RIDP.••'G\��� 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. S/nNAL E� COPYRIGHT®2NC. N. VENICE, FL 34275 ' N'' I++`,, ` PGT INDUSTRIES, INC. A. LYNN MILLER, P.E. 'd ALL RIGHTS RESERVED (941)-480-1600 CA-5540 " y NTS " 10 OF 11 o z MD-5540C.0 p z B P E # 58705 T E # Part# Description Material 8 125 Jchannel Frame PVC 2 620126 Range Frame PVC 3 620127 integral Fin Frame PVC 4 820128 Equal Leg/Box Frame PVC 5 620130 Standard Vent Rol PVC 6 620173 HD Vent Rail PVC 10 620183 Standard Vent Reinforcement (Full Length) Alum. 6005-T5 11 I 62D164 HD Vent Reinbrcement (Fdl Length) Alum. 6005-T5 15 6TP247 Weatherstrip, 85+/-1 dum. Flex PVC 20 7024 Mufti -Point Lock C Steel 21 7011 Multi -Point Lock Flat Support Plate C Steel 22 varies with sae Tie Bar C Steel 23 20222 Tie Bar Grids C Steel 24 7014 MWtI-Lock Kea r C Sisal 25 71O24M1582PPFX #10.24 x 9/16" PN. PH Machine Screw SS 26 78X34PPTX410 #8 x 3(4' Phi. PH Tek SS 27 78X112PSAX #8 x 1-1/2' PI4. FH Tek SS 28 20249/50 Dyed Operator (narrow wnt < or = to 2411 UR C Steel 29 20249)(/50)( Dyed Operator narrow vent < or - to 24' UR SS 30 20251/52 Duel Arm Operator (wide tent >24'), UR C Steel 31 20251W52X Dual Arm Operator wide %ant>24' , UR SS 32 7033 Dual Arm Operator Track SS 33 20241/42 HD Dual Ann Operator, UR C Steel 34 20241YJ42X HD Dual Ann Operator, UR SS 35 20244 HD Operator Track SS 36 7031 Operator Backing Plate C Steel 37 20253 Operator Corer 38 7030 Operator Gasket White Neoprene 39 Standard Handle C Steel 40 7018 Folding Handle C Seel 41 7019 T4-Was umbtum C Steel 42 78X12PPMSX #B32 x 1/2' Phi. PH Machine Screw SS 43 78S34PFAX #8 x 314' Phi. FH SS 44 78XIPSDX #8 x 1' Phi. FH Talk SS 45 7MC70321-1-IIRH Stud Bracket, UR C Steel 46 7MC7032LHX/RHX Stud Brecket,UR SS 47 20243 HD Stud Bracket, non -handed C Steel 48 20243X HD Stud Bracket non -handed SS 49 73337LFVRH Egress Hinge, UR C Steel 50 73337LFWRHX Egress Hinge, UR SS 51 7333BLIVRH Washable Hinge, UR C Steel 52 73338LHX/RHX Washable Hn , UR SS 53 2024516 HD Washable Hinge. UR C Steel 54 20245X/BX HD Washable Hinge, UR SS 55 720247/8 HD Washable Hi a Track, UR C Steal 56 720247Y/BX HD Washable Hinge Track, UR SS 57 78)34FPAX #8 x 314" Phi. FH w/ #7 Head SS 58 731677 Operator Slide Plastic 60 73348 Snubber C Steel 62 720250 HD Snubber Die-0est anc 63 78X12PPSMSX #8 x 1/2' PN. PH SS 64 20167 Anchor Hole Plug PVC 72 720135 Lana IG Glazing Bead PVC 74 Wo—ekbadding, GE 7700 or Dow 791 Stkcone 78 71646N Settina Block /8' x 1" x 1/8' 85 +1- 5 dum. EPDM 80 67008 Extruded Screen Frame 84 47040 Screen Comer Key 85 7CASPM Tension Spring 86 61816C34 Screen Cloth 87 61636/24 .140' Screen Spline Machlrw/Hand Rolled 90 620160A Frame Assembly Tube Alum. SODS-TS 91 620177 Shallow, Flush Cap PVC 92 =178 Deep, Flush Cap PVC 93 620132 Frame Assembly Tube End Cap PVC EXTERIOR r�' MITERED FRAME & VENT CORNERS WITH INTERIOR AND EXTERIOR WELDS VENT ASSEMBLY DETAIL NOTES 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PART #1. OTHER FRAME TYPES, PARTS #2 - 4, APPLY. 3.500" CO -EXTRUDED 2.880" .075' 1.375"II .219" J Ij111 O J-CHANNEL FRAME 3.500" 0 CO-EXTR WEATHERSTRIPTRIP 2.880" C 00f .075' �o❑ 0 0 1.375' OINTEGRAL FIN FRAME 80 87 SCREEN ASSEMBLY DETAIL FRAME ASSEMBLY 3) ITEMS # 7-9.12-14,16-19, 59, 61, 65-71, 73. DETAIL �111t rrr///� 75-77. 79, 81-83, 88, 89 & 94-99 ARE NOT USED �`� NY LYgIN AND ARE NOT PART OF THIS APPROVAL. `��O_•. .••••.., 1GENSF 4) ENERGI PVC TO BE LABELED FOR AAMA L.• CY �� EXTRUDER CODE.• No, rjB7�r VINYL CASEMENT WINDOW NOA (LM) 0 919/14 o BOM & ASSEMBLY B o, J ROSOWSKI : A Ct � Cr CERT. OF AUTH. #29296 COPYRIGHT 482017 1070 TECHNOLOGY DRIVE 05/15/17 - JR - NO CHANGES THIS SHEET. '�r//�NALlilt PGT INDUSTRIES, INC. N. VENICE, FL 34275 ALL RIGHTS RESERVED 941 80-1600 m CA-5540 NTS 11 OF 11 o z° MD-5540C.0 � z° B A. LYNN MI56705 LLER, P.E. ( )-4 h P.E.# 3.500" CO -EXTRUDED UEATHEIRSTRIP '075" .219" J OFLANGE FRAME 3b00" u 2.880' T ^-.7075' J �❑ o 219" OEQUAL LEGIBOX FRAME PRODUCT REVISED .—pltiog with the FHexida Building Code Aaxptaeoe 14a 1 ^GYm14.