Loading...
RC-12-2222 (3)Miami Shores Village Building Department 1 0050 NE 2nd Avenue Miami Shores, Florida 33138 December 10, 2012 Location: 1201 NE 102nd Street Permit: RC12 -2222 Re: Exposure Category for project Norm Bruhn, 1 n E,CF IVE. DEC 172012 �3P ems. The project location, 1201 NE 102nd Street in the Village of Miami Shores, is more than 600 feet of the coastline. As stated in Section 1609.4.3 Exposure categories in the Florida Building Code 2010: "Exposure D shall extend inland from the shoreline fora distance of 600 feet (183 m) or 20 times the height of the building, whichever is greater ". Thus, Exposure C applies for the calculation of window & door pressures. . Bru • .A., LE RAP President & Archit= t AR- 0017103 370 NE 101St Street Miami Shores, Florida 138 telephone 305 -310 -5030 fax 1- 877- 408 -8280 email vbrucecai- associates.net G'w.—U6j CONSTRUCTION NOTES; CODES: FLORIDA BUILDING CODE 2010 ASCE 1 -05 ACI 31S -05 ACI 530 -05 STRUCTURAL. STEEL: I. REBAR 51-1ALL BE ATM 4615 CONCRETE: L CONC. Fc' =3000 PSI UJOOD: 1. SHALL BE NO. 2 SO. PINE OR BETTER, PRE- TREATED 4 KILN -DRIED EXISTING SLAB EXISTING CONC. LINTEL BEAM EMBED 3° 4 EPDXY DEC 172012 "8 LADDER -TYPE I-IOR. REINF. EVERY SECOND BLOCK COURSE. EXTEND 4' INTO CONC. FILLED CELL *5 DOWEL SPLICED 30' TO EA. VERT. BAR EMBEDDED IN CONC. FOOTING 4 TIE 8E411 EMBED 6' 4 EPDXY r7Y' AA26001388 VICTORIBRUCE AR-0017103 3711N.R.101dfe1 azdtkores,Hodda 38138 kt 3054101030 fise 1407424M end vbroosteakssodedetnet FILLED CELL DETAIL SCALE: 3/4 ° =I' -0° W RETROFIT NEUJ OPENING UJI DBL. 2x& HEADER 4 DBL. 2x4 JAMBS, TYP. BON OPENINGS CONNECTORS: SIMPSON A23 IF NECESSARY: SISTER NEUJ BOTTOM RAFTER TO EXISTING BOTTOM RAFTERS UJI 10d NAILS 6 12° O.C. STAGGERED, COMMON. INTERIOR PARTITION SCALE: N.T.S. 3 &AA 1247-12 2 Penult et 11 -16-12 En0 B 10 -16-12 6t�r oms w.. rera6a6 - Mut ResIdeme 1201 NE 2nd Street Mbrrd Shoes, Florida 33138 now moon MOO Ma Beating interior par fflon & block wall detail A-4 A23 (2) 2x8 O. HEADER 0 -• EXISTING 2x4 WD. STUD (2) 2x4 STUDS �- IUD. —+— 0 A23 RETROFIT NEUJ OPENING UJI DBL. 2x& HEADER 4 DBL. 2x4 JAMBS, TYP. BON OPENINGS CONNECTORS: SIMPSON A23 IF NECESSARY: SISTER NEUJ BOTTOM RAFTER TO EXISTING BOTTOM RAFTERS UJI 10d NAILS 6 12° O.C. STAGGERED, COMMON. INTERIOR PARTITION SCALE: N.T.S. 3 &AA 1247-12 2 Penult et 11 -16-12 En0 B 10 -16-12 6t�r oms w.. rera6a6 - Mut ResIdeme 1201 NE 2nd Street Mbrrd Shoes, Florida 33138 now moon MOO Ma Beating interior par fflon & block wall detail A-4 • FORMS EIVED DEC 172012 FORM 402 -2010 FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach ALL CLIMATE ZONES Scope: Compliance with Section 402 of the florid. Building Code, Energy Conservation stall be demonstrated by the 11,98 of Form 402 for single- and multiple - family reddenuas of three stories or less in height, additions to existing residential buildings, renovations to existing residential buiidirms new heating cooling, and water heating systems in exletin buildings as applicable.To comply, a budding must meet or exceed all of the energy efficiency requirements on labte 402A and all applicable mandatory requirements summarized In Table 4028 of tills form If a building does not comply with tits method or Alternate Form 402, it may still comply under Section 405 of theforlde Building Coda, Energy Conservation. ANPROADECT DRNA8E ESS: : O\-19-1\1)v 123 e_cr 1331' BUILDER : PERMI111N G OFFICE: PERMIT 140.: 'JURISDICTION NO.: 23 2(QQ ) OWNER: N� r9 OY \ uLC.41_Jv \ L General ilstraatitn s 1. New construction which incorporate any of the following features cannot comply using this method: glass areas in excess of 20 pesent of conditioned floor area, electric resistance heat and air handlers located In attics. Additions S 860 sq.tt. renovations and equipment ahan9e may comply by thin method with exceptions given. 2. Fill in al the applicable spaces of the "To Be Installed" column on Table 402A with the Information requested. All "To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based an the 111 Be Installed" column Information. 4. Read the requirements of Table 4025 and check each box to indicate your intent to comply with all applicable items. 5. 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 coif ruction, addition, or existing building 2. Single- family detached or multtple4amiiy attached 3. If multiple- family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. it.) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab -en -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, area 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) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location, On a. Duct location, insulation b. AHU location c. Qn Test report attached (< 0.03; yes/no) 12. Cooling system: 8 Type b. Efficiency 13. Heating system: a Type b. Efficiency 14. HVAC sizing calculation: attached 15. Hot water system: a Type b. Efficiency hereby certify Energy Code. Print 6a. ,(o`er. 1312. 0.3 6c 4C P1 rr77 sq.11. 7. 20 1 Inn ft. 133 sq.ft aq.f4 sq. ft. sq.ft• Ba.R= 8b. R= ) 8c. Rm Bd. R= Be. R. 9a-1. SE] sq.ft. sq.tt. 9a-2. R. 9b-1. R. sq.ft. 9b-2. R= .g) t. �sq.f 10a. R. � sot co y `/) 10b. R = sq. ft. 112. R= AC. 11b. " Tvn e.Aft€ 11 c.Test report attached? Yes N 12a. Type: 12b. SEER/EER: 13a. Type: 13b. HSPFiCOP /AFUE: 14. (Yes) No 15a. Type: 15b. EF: J Wien ate in oomph PREPARED BY: _ A►�_ i1�1•� DATE: 1 bereby herby that this balding fs fn .-. with . Ronda Energy Code: OWNER AGENT: DATE: Review of plans and specifications covered by this calculation Makatea compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for anathema in accordance with Section 853.808 6 CODE OFFICIAL: DATE: C.4 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION FORMS TABLE 402A BUILDING COMPONENT PERFORMANCE CRITERIA' INSTALLED VALUES: Windows (Bea Note 2): Skylights U- Factor < 0.85 SHOO = 030 %of CFA < =20% U- Factor < 0.75 t'- U -Facer = C Wd SHGC = 8, Q r'a %of CFA a 20G Cocas: ExledordowU -Factor U- Factor <0.85 U- Factor= 0•5i$ Floors: Sieb.o n -grade Over uucondllanad 8paoe8 (See Note 3) No requirement R -19 R -Value = I b Walls - Ext. and Art (see Note 3): Frame Mass (see 3) Interior of wall: Exterior oral R-13 R-7.8 R-8 R-Value = Y J .0 R- Value= 'tk, „ kfl R -Vake = t of Gangs (see Notes 3 & 4) Reflectance R=30 026 R-Value = 30 _ Reflectance = 0;"2-1 Test naport N y�y Yes/No 'VV Air distribution system (see Note 4) Ductwork & air handling unit Unconditioned space Conduced race Duct R -v3We Air leakage On Not allowed R -value S 8 On 5 0.03 n Laced= 4 i (G 1'1t CAI( S \lli\) R- Value = 1to._ On = tS4s. T Yes/No �. V I Alt systems (see Note 5) SEER =13.0 SEER m %1A cbndWonhm Heat pump(see Note 5) Cooling Heating: Gas furnace 07 furnace Electric resistance: Not allowed (see Note 5) BEER =13.0 AFUE 78% AFUE 78% SEER a AFUE = r e-'� (x� '>7KI' CA AFUE m __ Water heating system (storage type) Electric (see Note 1k Gas tired (� Note 7): Other (deawibe): 40 gab EF = 0.92 50 gal. EF =0.99 40 gal: EF = 0.89 50 gal: EF = 0.58 r Gallons = �� ° EF 11 t� )()y 1 u+ 'i'( R9 1 �� (1) Each component present in the As Proposed home must meet or exceed each of the applk:able performance cxiteria)n ordertocomplywith ihtscod0 uaingttdsmethod; otherwise Section 405 compliance must be used. (2) Windows and doorsqualifying as giazedfenesttation areas must comply with both the mwdmum U-Factorand the maximum SHGC (solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 20% of the conditioned floor area ( CFA): otherwise Section 405 must be used for compliance. Exception: Additions of 600 square feet (56 m2) or less may have a maximum glass to CFA of 50 percent. (3) H- values are for insulation material only as applied in accordance with manufacturers' Installation instructions. For mass walls, the Interior of wale requirement must be met except if at least 50% of the R-6 insulation required for the °exterior of waif' is installed exterior of. or integral to, the wall. (4) Ducts & AHU installed substantially leak free per Section 403.2.2.1. Test by Class 1 BERS rater required. Exception: Ducts Installed onto an existing air distribution system as part of an addition or renovation: duct must be R-6 installed per Sec. 503.2.72. (5) For all conventional oaths with capacities greater than 30,000 Btu(hr. For other types of equipment, see Tables 503.2.3(1-8). Exception: The prohlbttioon on erectile resistance heat does not apply to eddiih'ons, renovations and new heating systems installed In xeldsting buildings. (6) For other electric storage volumes, minimum EF = 0.97-(0.00132 x volume). (7) For other natural gas storage volumes, minimum EF = 0.67 - (0.0018 x volume). TABLE 4028 MANDATORY REQUIREMENTS COMPONENTS SECTION Air leakage 402.4 Ceilings/knee walls 4052.1 REQUIREMENTS To he caulked. gasketed. 283. Windows = 0.30 cfmteqhtlT�ng von isual Inspection requ�repleces gasketed doors &E outdoor combustion sir. R -19 spare pemtttt ng. Programmable thermostat Alt distribution system Water heaters 403.1.1 Why f -Mr furnam Is primary system, programmable thermostat Is required. 2 Ducts in attics or on roots tnsutated to R-8: other dude R-6. Duch tested to O, = 0.03 by a pass 1 BERS rater. 403.4 Swimming pod & spas 403.9 Co crrg/heating equipment Lighting equipment 403.6 404.1 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.432. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes Insulated to = R.0 +agile manual -rerardent aware or a liquid cover Or other means OFF switch. heated pools must hem except s 70% h site-recovered energy. Offi tmer watch required. Gas heaterrs minimum thermal Spas e{8ctency -=78% (82% after 4116/13). Nast pump pool heaters minimum COP= 4.0. Sizing calculation performed & attach8d- Minimum efficiencies per Tables 5092.3. Equipment aflktency verification . Sp cial occasio muot be the g ing ca more stases. ity equire ate system or variable capacity system. Electric heat At least 50% of permanently installed lighting fixtures shell be high - efficacy temps. 2010 FLORIDA BUILDING CODE — ENERGY CONSERVATION C.5 Project Name: Mac Adams Residence Prepared by Emesto Santana P.E. Air System Sizing Summary for AHU-1 12/14/2012 03:18PM Air System Information Air System Name Equipment Class Air System Type . AHU-1 SPLT AHU SZCAV Number of zones . 1 Floor Area . 1878.5 ftl Location Miami IAP, Florida Sizing Calculation information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM _________. Individual peak space loads Siting Data Calculated Central Cooling Coil Sizing Data Total coil load 3.9 Tons Load occurs at Jul 1700 Total coil load _ 46.6 MBH OA DB / WB 90.7 1 76.9 °F Sensible coil load 46.1 MBH Entering DB / WB 74.8 1 61.0 °F Coil CFM at Jul 1700 2092 CFM Leaving DB / WB . 54.3 / 53.0 °F Max block CFM 2092 CFM Coll ADP 52.1 °F Sum of peak zone CFM 2092 CFM Bypass Factor_ _0.100 Sensible heat ratio 0.990 Resulting RH 45 % ft2fTon 483.6 Design supply temp. 55.0 °F BTU/Or-in 24.8 Zone T-stat Check 1 of 1 OK Water flow (.-., 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coo bad . _14.1 MBH Load occurs at _. Des Htg Coll CFM at Des Htg 2092 CFM BTU/(hr-ft, 7.5 Max coil CFM 2092 CFM Ent. DB / Lvg DB 70.2 1 76.4 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 2092 CFM Fan motor BHP 1.83 BHP Standard CFM 2091 CFM Fan motor kW 1.36 kW Actual max CFM/ft2 1.11 CFM/ft2 Fan static _3.00 in vis Outdoor Ventllaticm Alr Data Design airflow CFM CFM CFM/person _ 0.00 CFM/person CFWft2 0.00 CFM/ft2 Hourly Analysis Program v.4.3 Page 1 011 Project Name: Madams Residence Prepared by: Emesto Santana P.E. Zone Sizing Summary for AHU -1 12/1412012 03:18PM Air System Information Air System Name Equipment Class Air System Type . Sizing Calculation Information Zone and Space Sizing Method: AHU -1 SPLT AHU SZCAV Zone CFM �.... _ Sum of space airflow rates Space CFM � Individual peak space loads Zone Sizing Data Number of zones _ _ _.1 Floor Area .____ _ 1878.5 ft' Location -..._- _ Miami IAP, Florida Calculation Months Sizing Data - Jan to Dec Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft2) Zone CFM/ft' Zone 1 41.0 2029 2029 Jul 1800 18.2 1878.5 1.08 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mull. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ftl Space CFMJft2 Zone 1 Bathrm 2 1 0.9 Jun 1800 40 0.5 63.2 0.63 Bathrm 3 1 0.2 Jul 2000 11 0.1 46.2 0.24 Bedrm 2 1 4.3 Oct 1700 200 1.5 136.0 1.47 Bedrm 3 1 2.8 Jun 1800 128 1.1 131.0 0.98 Breakfast 1 7.7 Jul 1800 357 3.5 177.0 2.02 Great RM 1 13.2 Jun 1800 612 5.8 620.0 0.99 Hallway 1 0.8 Jul 1900 39 0.3 158.2 0.25 Kitchen 1 5.0 Jul 1800 231 1.9 181.3 1.27 MBath 1 1.6 Dec 1500 74 0.7 53.4 1.38 MBedroom 1 6.8 Oct 1700 314 2.6 250.0 1.25 MCloset 1 0.5 Jul 1700 23 0.3 62.2 0.36 Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: MacAdams Residence Prepared by Ernesto Santana P.E. Air System Design Load Summary for AHU -1 12/14/2012 03:18PM Hourly Analysis Program v.4.3 Page 1 of 1 DESIGN COOLING DESIGN HEATING COOUNG DATA AT Jul 1700 COOUNG OA DB / WB 901 °F / 76.9 °F HEATING DATA AT DES HTG HEATING OA DB / WB 48.0 °F / 38.6 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTUAtt) Latent (BTU/hr) Window & Skylight Solar Loads 365 ft2 15635 - 365 W - - WaII Transmission 1360 ft2 4558 - 1360 ft2 4441 - Roof Transmission 1795 ft2 1985 - 1795 ft2 1616 - Window Transmission 365 ft2 6167 - 365 ft2 10679 - Skylight Transmission 0 ft2 0 - 0 ft' 0 - Door Loads 0 ft2 0 - 0 ft2 0 - Floor Transmission 1795 ft2 1433 - 1795 ft2 1488 - Partitions 73 ft2 10 - 73 ft2 1 - Ceiling 96 ft' 32 - 86 ft2 20 - Overhead Lighting 2086 W 5359 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 1452 W 4442 - 0 0 - People 4 920 480 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 40541 480 - 18245 0 Zone Conditioning - 40266 480 - 18203 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Retum Fan Load 2092 CFM 0 - 2092 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 2092 CFM 4653 - 2092 CFM -4653 - Space Fan CoII Fans - 0 - - 0 - Duct Heat Gain 1 Loss 3% 1218 - 3% 547 - » Total System Loads - 46136 480 - 14098 0 Central Cooling Coil - 46136 481 - 0 0 Central Heating Coil - 0 - - 14098 - » Total Conditioning - 46136 481 - 14098 0 Key: . Positive values are clg Toads Negative values are htg Toads Positive values are htg loads Negative values are cig loads Hourly Analysis Program v.4.3 Page 1 of 1 FORMS FORM 402 -110 FLORIDA BUILDING CODE, ENERGY CONSERVATION Ref:identlal Building Thermal Envelope Approach ALL CLIMATE ZONES. - DEC Scope: or l in height, additions 10 � the ingres denttt� bu buildings, rreenovatiioor existing shall buildings, try new the use ding anod watlr heating sles mi8p residences it o� was form. f a b ild g dYoes beldam comply with this m o oAlttemateFFo m efficiency it ay still comply on Table 405 of Me Florida B Co 4 Conservation. in Table 4028 of this PROJECT NAME: "T \ ar iI „fit BUILDER: AND ADDRESS: PP�IfliFtilNG r � '2*- 1Z. 1'6 OFFICE: OWNER: 1p \JY\ 9 a(i RAC-C PERMIT NO.: ? JURISDICTION NO.: 22 2(;a Bermral !retraatlons patent heNew construction airr handlers I�ted in attics. Addditons si�0 mi.lL.rrenoovvatans and�equipmennt aharrggeeautta glass ay comply by et oft with �epl� given. area electric ras(stence 2 Fill in all the applicable spaces of the "To Be Installed" column on Table 402A with the Information requested. All "To Be Installed' values must ha equal to or more eflb3ent than the required levels. 3. Complete page 1 based on the "To Be Installed° column information. 4. Read the requirements of Tttbie 402B and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and data the "Prepared By" certification statement at the bottom of page 1. The owner or owner agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single-family detached or muilple- family attache! 3. If multiple- family-No. of units covered by this submission 4. Is this 'a worst case? (yes/no) 5. Conditioned flow area (sq. ft.) 6. Glans type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, a. Slab -on -grade (R-value) b. Wood, raised (R- value) c. Wood, common (R- value) ifr d. Concrete, raised ( R-value) e. Concrete, common (R- value) 9. Wall type, area and Insulation: a. Exterior: 1. Masonry (Ins 2. Wood frame b. Adjacent: 1. Masonry (In 2. Wood frame 10. Ceiling type, area and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location, On a. Duct location. insulation b. AHU location c. tin, Test report attached (< 0.03; yes/a0) 12. Cooling system: a_ Type b. Efficiency 13. Heating system: a. Type b. Efficiency 14. HVAC sizing calculation: attached 15. Hot water system: TYPe b. Efficiency Pi Print Ba. R= 12-° Iin.ft 8b. R= 13 123't sq.1t 8c. R= -- sq. ft. Bd. R= -- - sq. ft. Be. R o sq. ft. 9a-1. R= w 9a 2 R= - 3`S1 eq.ft. sq.ft. 9b-1. R= sq.fL 9b-2. R= sq.lL 10a. R= 30 sq.tL cP J ` 10b. R = eq. ft. 11a. R= Alf, 11 b. `"1'v,. c.41114 11 c.Test report attached? Yes N 12a.1ype: 12b. SEER/EER: 13a. Type: 13b. HSPFJCOP /AFUE: 14. (Yes) No 18a. Type: lSb. ET: J Review oil plans and sgedificatians covered by this calculation indicates compliance with the Rands Energy Cede. eefare canstnrcdon le demisted, this buMhtg wtl be Inspected for Cornelianea le accordance with Seddon 553.908. FS CODE OFFICIAL; DATE; ,/ 1.Z- C.4 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION FORMS TABLE 402A BUILDING COMPONENT PERFORMANCE CRITERIA' VALUES: Windows (see Note 2): qhg U-F r r 0.85 SHGC = 0.30 %of CFA < =20% U- Factor < 0.75 (d3 U- FeCtor = ( 0 3 %oICF ? �� °A CFA = -Si A Doors: Exterior door U -Factor U -Factor < 0.88 U -Factor = 0.':Zi.Q Floors: Stab cn grade Over uncond38aned spaces (see Note 3) No requirement R -13 R- Value = '2.c. t Walls - Ext. and At& (sea Note 3): Frame Mass (see nt wia of wet Exterior of welt R-13 R-7.8 R-8 R -Value = R -V3Ure= '3� �{ „ R -Value = Ceilings Reflectance Notes 3 & 4) R=30 0.25 R- Value= 2)0 Rafiectance= 0;2,.") TTest report YesiNo 'VU Nr din system (see Note 4) Ductwork & air handring unit Uncanditoned space Cawed sPate Duct R -value Air leakage On Not albv+erl R -value a 8 On S 0.03 Lorstion: lif, C( R -Value = (Q On = kijk.. -^ -� ,``' lrygy 1 Teatreport Yes/No ,�l Air conditioning systems (see Note 5) SEER =13.0 SEER = �10 z .� V Heating system Heat pump Note 5) Cooling: Heating: Gas furnace 08 tumuse Elect reststance: Not allowed (see Note 5) SEER =13.0 HSPF..7.7 AFUE 78% AFUE 78% SEER . HSPF =l AFUE _ CA AFUE _ ----- Water beating system (storage type) �ecwc(see Note Br Gist feed (see Note 7): Other (describe): BO galEF =0.90 60 �I: EF = 0.86 40 gal: EF = 0.59 50 gad: EF = 0.58 Gallons EF = Gallons = EF = 1V ft 'Xibl \\ v` (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 otherwise Section 406 cornplance must be used. (2) Windows anddoorsquaiifying as glazedfersstration areas must complywith boththe maximum U- Facwrandthe maximum SHQC (solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or lei than 20% of the condltloned floor area (CFA); otherwise Section 405 must be used for compliance. Exception: Additions of 600 square feet (56 nn3) or less may have a maximum glass to CFA of 60 percent. (3) R- values are for Insulation material only as applied in accordance with manufacturers' installation instructions. For mass wail, the Interior of waif' requirement must be met eseept if at (cast 50% of the R-6 insulation required for the 'exterior of wag' is installed exterior of, or integral to, the wall. (4) Ducts & AHU installed substantially leak free per Section 403.2.2.1. Test by Class 1 BERS rater required. Exception: Ducts installed onto an existing air distribution system as part of an addition or renovation; duct must be R-6 Installed per Sec. 5032.7.2. (5) For all conventional untie with capacities greater than 30,000 Btuihr. For other types of equipment, see Tables 5032.3(1 -8). Exception: The prohibition on electric resistance heat does not apply to additions, renovations and new heating systems installed hi existing buildings. (6) For other electric storage volumes, minimum EF = 0.87- (0.00132 x volume). (7) For other natural gas storage volumes, minimum EF= 0.67 - (0.0019 x volume). TABLE 4028 MANDATORY REQUIREMENTS COMPONENTS SECTION Air leakage 402.4 REQUIREMENTS To be caulked, mediated, walherea1Ppab or otherwise sealed. Recessed lighting IC- rated as meeting ASTM E 283. Windows and doors = 0.30 cIm/eq g. Testing or visual inspection required. Fireplaces: peeled doors & outdoor combustion eh. CHECK t/ CwTingslwee walls 4052.1 R-19 space permitting. J / Programmable themwslat Air distribution system Water heaters 403.1.1 Where forted-air furnace Is primary system. pmgtammlahle themmsst 18 required. 403.2 Ducts In attics or an roofs insulated to R-8; other dude R-6. Ducts tested to Q, = 0.03 by a Otani BERS rater. Swimming fool & spas Heat trap required forvortkal pipe risers. Comply with efficiencies in Table 403.4.32. Provide switch or dearly 403.4 marked circuit breaker (electric) or shutoff (gas). CUadating system pipes insulated to = R -2 +arsessrbte manual OFF switch. 403.9 Coolinftilmiding equipment 403.8 Spas and heated pools must loss except 8 70% of heat from site - recovered energy. Otetimer switch required, feas tershea mum thermal effdancy - =7B% (82% after 4/16(13). Beat porn pool heaters minimum COP= 4.0. Sizing calculation performed & attached. MWmtnn efficiencies per Tables 5032.8 Equipment efficiency verdHwticn required. Special occasion cooling or heating capacity requires separate system or vw 8ble capacity system. Electric heat >tOkW must be divided Into two or more stages. Lighting equipment 404.1 Al leas! 50% of permanently Wetted lighting fixtures shall be high- efllcacy lamps. 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION C.5 Project Name: Mac Adams Residence Prepared by Ernesto Santana P.E. Air System Sizing Summary for AHU-1 12/14/2012 03:18PM Air System Information Air Sysb3m Name Equipment Class Air System Type AHU-1 SPLT AHU SZCAV Sizing Calculation information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM . Individual peak space loads Central Cooling Coil Sizing Data Total coil load _ 3.9 Tons Total coil load 48.6 MBH Sensible coil load 46.1 MBH Coil CFM at Jul 1700 2092 CFM Max block CFM 2092 CFM Sum of peak zone CFM 2092 CFM Sensible heat ratio 0.990 ft2/Ton 483.6 EITU/(hr-1t2 ) 24.8 Vbterfiow€ 10.0 °F rise N/A Central Heating Coll Sizing Data Max call load . 14.1 MBH Coil CFM at Des Htg 2092 CFM Max coil CFM 2092 CFM V1tde r flow 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 2092 CFM Standard CFM 2091 CFM Actual max CFM/ft2 1.11 CFNUft2 Outdoor Ventilation Air Data Design airflow CFM .0 CFM CFM/ft2 0.00 CFM/ft2 Number of zones Floor Area Location . 1 1878.6 ft2 Miemi IAP, Florida Calculation Months Jan to Dec Sizing Date _Calculated Load occurs at Jul 1700 OA DB / VVB _90.7176.9 `'F Entering DB / WB____________ 74.8 /61.0 °F Leaving DB / WB 54.3 / 63.0 °F Coll ADP 62.1 °F Bypass Factor_ _0.100 Resulting RH 45 % Design supply temp. 65.0 °F Zone T-stat Check 1t1 OK Max zone temperature deviation . 0.0 °F Load occurs at Des Htg BTU/(hr-ft2) Ent. DB / Lvg DB 70.2 176.4 °F Fan motor BHP Fan motor kW Fan static CFM/person _1.83 BHP _1.36 kW _ 3.00 in wg _0.00 CFNVperson Hourly Analysis Program vA.3 Page 1 of 1 Project Name: MacAdams Residence Prepared by Emesto Santana P.E. Zone Sizing Summary for AHU -1 12/14/2012 03:18PM AIr System Information Air System Name -_ . AHU -1 Equipment Class .- SPLTAHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ._ ...._. _ Sum of space airflow rates Space CFM ___ - - individual peak space loads Zone Sizing Data Number of zones. __ _ 1 Floor Area - •-- --.._ -- _ - - -_ .1878.5 ft2 Location Miami IAP, Florida Calculation Months Sizing Data Jan to Dec Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (fP) Zone CFMffta Zone 1 41.0 2029 2029 Jul 1800 18.2 1878.5 1.08 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/ft2 Zone 1 Bathrm 2 1 0.9 Jun 1800 40 0.5 63.2 0.63 Bathrm 3 1 0.2 Jul 2000 11 0.1 46.2 0.24 Bedrm 2 1 4.3 Oct 1700 200 1.5 136.0 1.47 Bedrm 3 1 2.8 Jun 1800 128 1.1 131.0 0.98 Breakfast 1 7.7 Jul 1800 357 3.5 177.0 2.02 Great RM 1 13.2 Jun 1800 612 5.8 620.0 0.99 Hallway 1 0.8 Jul 1900 39 0.3 158.2 0.25 Kitchen 1 5.0 Jul 1800 231 1.9 181.3 1.27 MBath 1 1.6 Dec 1500 74 0.7 53.4 1.38 MBedroom 1 6.8 Oct 1700 314 2.6 250.0 1.25 MCloset 1 0.5 Jul 1700 23 0.3 62.2 0.36 Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: MacAdams Residence Prepared by Ernesto Santana P.E. Air System Design Load Summary for AHU-1 12/1472012 03:18PM Hourly Analysis Program v.4.3 Page 1 of 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 COOLING OA DB / WB 90.7 °F / 76.9 °F HEATING DATA AT DES HTG HEATING OA DB / WB 46.0 °F /38.6 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTUihr) Window & Skylight Solar Loads 365 fP 15635 - 365 ft° - - VVaIl Transmission 1360 ft° 4558 - 1360 ft° 4441 - Roof Transmission 1795 ft° 1985 - 1795 62 1616 - VlHndow Transmission 385 ft° 6167 - 365 ft° 10679 - Skylight Transmission 0 ft° 0 - 0 ft° 0 - Door Loads 0 ft° 0 - 0 ft' 0 - Floor Transmission 1795 fta 1433 - 1795 ft° 1488 - Partdions 73 ft° 10 - 73 fta 1 - Ceiling 96 ft° 32 - 96 ft° 20 - Overhead Lighting 2086 W 5359 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 1452 W 4442 - 0 0 - People 4 920 480 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 40541 480 - 18246 0 Zone Conditioning - 40266 480 - 18203 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Retum Fan Load 2092 CFM 0 - 2092 CFM 0 - Ventilatlon Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 2092 CFM 4653 - 2092 CFM -4653 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 3% 1216 - 3% 547 - » Total System Loads - 46136 480 - 14098 0 Central Cooling Coil - 46136 481 - 0 0 Central Heating Coll - 0 - - 14098 - » Total Conditioning - 46136 481 - 14098 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads Hourly Analysis Program v.4.3 Page 1 of 1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision B dated 01/31/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 # 09- 0312.08 and consists of this page 1 and evidence pages E -1 E -2 and E-3, as well as approval document mentioned above. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade,sov /gera The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE OUMW APPROVED NOA No. 12-0221.05 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision B dated 01/31/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) 2. 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 marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09 -0312. ©8) 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) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) Manuel ' z, P.E. Product Contr aminer NOA No. 12-0221.05 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E -1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #0903.12.08) 6. 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 marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) 7. 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 marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) 8. 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 marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #090312.08) CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al- Farooq Corporation, complying with FBC -2010, dated 01/27/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel Per Product Control E NOA No. 12 -022 .05 Expiration Date: May 27, 2014 Approval Date: Apr1126, 2012 E -2 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas 8 Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite8 PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under previous NOA#09- 0312.08) G. OTHER 1. Notice of Acceptance No. 09- 0312.08, issued to Eco Window Systems, LLC. for their "Eco -Guard Series -200" Aluminum Horizontal Rolling Window - L.M.I., approved on 05/27/09 and expiring on 05/27/14. �l L . L A Al - (J ..•�_.A._ Manuel Per Product Control Exa NOA No. 12-02 i 5 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E -3 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175.2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sovlueral ECU Windows Systems, LLC 795511W 77th Ave Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miarni -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 600 Aluminum Outswingboors- L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L,M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types GI and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", 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 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, F.E. NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 `t .�a�' s��,✓ \ mss^ / �' ``i 46 •� \4 .4-.4, c G. te' 'Q' G> o' C' rI. :- a\ L `' (- Gc''`- <iC ,_a• by • �S tiles \(,0 cam.. ��Z .(„0 Gil. 1 G f,,, oti e'a't.' GG bs- `, ' U` % O L �`∎ '4 4.∎.a.ti. ',Z nJQ 3 Gl1��y'� '`y • ,Gbyll��L. j ,y �o�e, :k::4 loiLeta ©6 4 \\ V . \G .' to .'fin C� V. V �eiy��(.0 8` o' c b''' / o z b� ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 12-3357, HETI -12 -3358, HETI -12 -4003, HETI -12 -4003 and HETI- 12- 4027dated 03/16 - 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME - 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Butacite PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02 -21 -12 approved by PERA. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E -1 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE .NOA) Eco Window Systems, LLC. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This -NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade•County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series - "300 ECO- Guard" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -20, titled "EGO -Guard Series -300 Alum Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, prepared by Al- )iarooq Corporation, signed and sealed by Javad Ahmad, 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 # 09- 0413.08 and consists of this page 1 and evidence pages E -1 and B-2, as well as approval document mentioned above. s * • The submitted documentation was reviewed by Manuel Perez, I MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidadeaov /pera 410412 NOA No. 12-0223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 Page I e Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -20, titled "ECO -Guard Series -300 Alum. Fixed Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 2. 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 a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 4. 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 a 48 1/4" wide x 96 3/8" high Eco - Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 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 a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 -2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) Jaime D. Casco Product Control Exams r NOA No. 12-0223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E -1 Fco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous N ©A #119 - 0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont Butacite PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0413.08, issued to ECO Window Systems. LLC for their "ECO -Guard Series -300 Aluminum Fixed Window — L.M.I. ", approved on 06/17/09 and expiring on 06/17/14. Manue Pe . Product Control E and r NOA No. 12 -0 .25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E -2 MIAMIDADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera/ 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD -770" Aluminum Sliding Glass Doors w / wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD -LMP', sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10 /11/11, signed and sealed by 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 Limitations: 1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0826.10 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. . d' MIAMI DADE COUNTY APPROVED NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0826.10). 2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09- 0826.10) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5980, FTL -5993, FTL -6036, FTL -6001, FTL -6014, FTL - 6015, FTL -6017, FTL -6023, FTL -6024, FTL - 6025, FTL -6028, FTL -6031, FTL -6033 and FTL -6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61015 -27 -001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08- 19 -09, 12/03/09, 01/06/10 and last revised on 01/08/10, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09- 0826.10) 4. Glazing complies with ASTME - 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas 0 Plus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 11- 0624.01 issued to "E.I. DuPont Denemours" for "DuPont Butacite +7) PVB ", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010 and "No financial interest ", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest, dated 08 -19- 09, signed by Robert J. Amoruso, P.E. (transferred from file # 09- 0826.10) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09- 0826.10, expiring February 17, 2015. 2. Test proposals No(s) 09 -0177, 0177 -A, $ & C approved by tICC AS IAA Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1018.14 Expiration Date: February 17, 2015 Approval Date: December 01, 2011 E -1 d DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300.114, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, 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 0 10- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 wvww.mlamidade.gov /nerat WADE COUNTY APPROVED NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #10- 0819.05) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and 1 BC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10- 1070 -R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and piing on 05/26/16. 4 E -1 Perez, P.E. Product i .t nt ' 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G; SHEETS 2-3 i OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A- D,G,H; SHEETS 2-3 VERT. MULL LENGTH i HORIZONTAL MULL LENGTH ISEE DETAILS A- D,G,H; SHEETS 2 -3 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL LENGTH OPENING HEIGHT MULL LENGTH j-- OPENING WIDTH ---I SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. OPEING HEIGHT FOR HORIZ. MULL ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE SEE DETAILS A THRU G; SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. 1--- HORtZ. MULL LENGTH —+1 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE- FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L1180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL -6443; ELCO ULTRACON /AGGRE -GATOR NOA'S; ANSI /AF &PA NDS FOR WOOD CONSTRUCTION; ADM ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS VERT. MULL LENGTH GENERAL NOTES INSTRUCTIONS 1 ELEVATIONS 1 MULL TO 2X WOOD 2 MULL TO 1X & MASONRY 2 INSTALLATION NOTES 2 MULL TO MASONRY 3 MULL TO STEEL STUD 3 MULL TO MULL. 3 ANCHOR SPECS 3 ALTERNATATE CLIPS 4 BAY MULL INSTALLATION..... 4 1 X 2 X .125 MULL SPECS 6 1 X 2 X .375 MULL SPECS 6 1 X 2.76 X .376 MULL SPECS 7 1 X 2.75 X .65 MULL SPECS ...... _.8 1 X 3.126 X .600 MULL SPECS 9 1 X4X.125 MULL SPECS.... 10 1 X 4 X .376 MULL SPECS 11 1.25 X 3.188 X .2655 MULL SPECS12 2 X 4 X .26 MULL SPECS 13 2 X 6 X .26 MULL SPECS 14 126 X 2.11 X .125 MULL SPECS15 30° X 3.25 BAY MULL SPECS 16 45° X 325 BAY MULL SPECS 17 MULLION & CLIP DIMENSIONS18 -20 EXAMPLES 1 & 2 21 LOADING EXAMPLES... ............. 22 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING USING THE ASCE -7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL ". 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT2) FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS /FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE /ANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS /FT2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS /FT2) FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS /FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS /FT2) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. k el; M co t I. v oD oD 0 z PRODUCT REVISED as complying with the Florida Building Code Acceptance No . #4 . 2.+ Expiration Date ,41 ' 4,1,7OS('o By r Nam ado Product 011111 I 111 :(3‘ ';:n * 58105 �_ • ; p' STTE F A. LYI�1It4' )tI11L ► ►Ll�, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. MULLION MULLION SEE SHEETS 18-20 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS .250" MAX FOR ALL MULLIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -10B TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B EDGE/END DISTANCE SEE TABLES 1B-10B EMBEDMENT FRONT VIEW INSTALLATION NOTES: BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. SIDE VIEW 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. Mg MIN 2.7 KSI CONCRETE OR CMU ' EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS +' EMBEDMENT TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B MI I MIN 2.7 KS1 CONCRETE OR CMU FRONT VIEW BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. /f/ TYR. ANCHOR PER SUBSTRATE, SEE SEE TABLES 1B-10B a EDGE DISTANCE, SEE SEE TABLES 1B -1013 SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. u. 0 ti z 0 J W m 1- z z Z W CC N U Z 2 NSTRUCTIONS A 1 co O z PRODUCT RBVISBD es complying with the Florida Building Code Acceptance No 1- iration Date MB i Dade Product `i111111111!/rtf` \\\ k.YNN M141 i,, • TE OF ssloNA�- A. LYNNIMILLER, P.E. FL P.E.# 68705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. MULLION TV?. ANCHOR PER SUBSTRATE, SEE TABLES 16-10B EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR 7-PER SUBSTRATE, SEE TABLES 18 -10B BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. EMBEDMENT MIN 2.7 KS! CONCRETE OR CMU FRONT VIEW a MIN 2.71(81 CONCRETE OR CMU SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B EDGE - DISTANCE SEE TABLES 1B-10B FRONT VIEW --I -'- -.126" MIN. VARIES VARIES DETAIL E: MULLION TO MULLION INTERSECTION (U -CLIP) TOP VIEW MULLION NOTES: 1) MAY BE INSTALLED IN "TEE" OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. #12 STEEL SCREWS, SELF-DRILLING OR PRE -DRILL MULLION AND USE SMS MULLION INTERSECTION U-CLIP EXTERIOR FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) SEE SHEETS 18 -20 FOR HOLE LOCATIONS STRUCTURE • • EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -106 SEE SHEETS 18-20 FOR • HOLE LOCATIONS MULLION EDGE DISTANCE SEE TABLES 18-108 SIDE VIEW FOR STEEL STUDS THINNER THAN 16 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD - BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 1B -10B O M (0 i d3 N CO m z PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex iration Date DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) SEE DETAILS AE, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) SIDE VIEW SHOWN WITH 1 "X 4" X .125° MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. MULLION 0 o o 0 1 f TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -11B MULLION TOP VIEW 2 "X6 "X.125" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30 "OR45° BAY MULL TOP VIEW TYP. ANCHOR ,/'PER SUBSTRATE, / SEE TABLES 12B OR 13B EXTERIOR 2" X 5" ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR EDGE DISTANCE PER ANCHOR N—TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B INTO WOOD, STEEL, ALUM, CMU OR MASONRY STANDARD CLIP TO BE MODIFIED INFIELD, EXTERIOR INTO WOOD, STEEL, ALUM OR MASONRY EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11" X .125" MULLION. 2) SEE TABLES 1B -10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 1B-11B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 12B OR 135 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. m t0 9 go8 0 PRODUCT REVISED as complying with the Florida Building Code Acceptance No — p• E .11-anon Pate firZP :7/ a ade"** ( 1111 By Miam Product ' f 00 \\NO( ,I �.• \GENSS . • * �� * • No. 5 5705 2C�, • F'LOR\oA''��'3 ~� A. LYNf1 MIL..ER, P.E. FL P.E.# 58705 TABLE 1A Mullion Capacity Table (Ibsift2) 1 x Alum. Mullion 2 x .125 Tube Opening Width (for vertically - spanning mullions) or Opening He ght (for horizontally- spanning mullions) 50 in 80 in 70 in 80 in 90 In 100 in 120 In 140 In 1601n Rectangular Loading TrapITriang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Trtang. Loading Rectangular Loading Trap!Trlang. Loading Rectangular Loading 'naplTriang. Loading Rectangular Loading '1 Trap/Tdang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading TraplTriang. Loading Rectangular Loading Trap!TIang. Loading Mullion Capacity (l ) Anchor Capacity Required (Ibs) Mullion Capacity (lt 2) Anchor Capacity Required (Ibs) S. 2c Anchor Capacity Required albs) il Mc 11 4a ii 2c Anchor Capacity Required (lbs) 2a. c � a Mullion Capacity (Ibafft2) u - a. G c , � 2 e. c� c� "gc � c� ; . _ 1. h K ci _ § 2c Anchor Capacity Required (Ibs) c _ t2 '� Anchor Capacity Required (Ibs) Mullion Capacity (lbsfft2) 1844 Ibs gc Anchor Capacity I Required (lbs) _ 3 �C Anchor Capacity f Required (lbs) 3 O� a �G 8" g a t _ t gG Anchor Capacity Required pbs) Mull Length 42 in 111.9 408 129.5 332 93.2 408 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 319 46.8 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 48 in 74.9 312 83.8 258 82.4 312 73.4 252 53.5 312 - 67.0 248 46.8 312 63.2 248 41.8 312 81.3 244 37.5 312 61.0 244 31.2 312 61.0 244 26.8 312 61.0 244 23.4 312 61.0 244 50,625 in 63.9 281 70.6 234 53.2 281 61.5 228 45.6 281 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 26.6 261 49.3 219 22.8 281 49.3 219 L 20.0 281 49.3 219 54 in 52.6 247 57.5 207 43.9 247 49.8 '202 37.8 247 44.8 199 32.9 247 41.5 198 29.2 247 39.4 194 28.3 247 38.4 193 21.9 247 38.1 193 18.8 247 38.1 193 16.4 247 38.1 193 60 In 38.4 200 41.2 170 32.0 200 35.4 168 27.4 200 31.5 163 24.0 200 28.9 160 21.3 200 27.1 159 19.2 200 25.9 157 18.0 200 25.0 158 631n r 33.1 161 35.3 155 27.6 181 30.3 152 23.7 181 28.9 149 20.7 181 24.5 148 18.4 181 22.8 144 18.8 181 21.7 143 86 in 28.8 165 30.8 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72 In 22.2 139 23,3 120 18.5 139 19.9 118 15.9 139 17.8 118 761n 18.9 125 19.7 109 15.7 125 16.8 107 1 78 In 17.8 118 18.2 104 1 • TABLE 1B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Typo: 3/18" Boo Ultracon 1/4" Soo Ultracon 5/16" Etco Ultracon 3/16" Eno Ultracon 1/4" Elco Unman 1/4" SS Elco AggreGator 5/16" Eico Uitu con 114" SS Eico AggreGator #10 Steel Screw (05) #12 Steel Screw (05) #12 Steel Screw (05) Edge Distance (In): 1" 2-1/2" 1" 2 -1/2" 3-1/8" 1" 2-1/2" 1" 2 -1/2" 2" 3. 118" 2" 0.48" 0.54" 0.324" Embedment (In): 1 -3/4" 1-314° 1 -314" 1-3/4" 2" 1-1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1-3/6" (see note 4) 2 Anchors a 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 Ibs 390 Ibs 450 lira 890 Ibs 1844 Ibs 270 Ibs 280 Ibs 354 tbs 740 Ibs 488 Ibs 884 Ibs 1182 Ibs 326 lb s 420 Ibs 680 Ibs 4 Anchors @ 1.16" Min. 0.C.1 Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibe N/A NIA N/A N/A 380 Ibs NIA NIA N!A NIA NIA 652 Ibs 840 Ibs 1120 Ibs 4 Anchors @ 3" Mln. 0.C.1(2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ibs 880 Ibs 1580 Ibs 18981bs 540 Ibs 5601bs NIA 7601bs 938 Ibs 880 Ibs 2384 Ibs 852 !be 840 Ibs 1120 Ibs 2 Anchors 0.45" Min. O.C. / U-CIip, Into 1/8" Alum. (Flg. 4): NIA NIA NIA NIA NIA N/A NIA NIA NIA N/A N/A NIA N/A N/A 7161bs 1 Anchor / F-ClIp (Fig. 5): 1951bs 1951bs 225 Ibs 445 Ibs 8221bs 135 Ibs 140 Ibs 1771bs 3701bs 2341bs 332 Ibs 591 !be 163 Ibs 210 Ibs 280 Ibs 2 Anchors + 1.15" Min. 0.CJ F -Clip (Fig. 6):1 240 Ibs 380 Ibs N/A N!A N/A NIA 190 Ibs N/A N/A NIA NIA NIA 326 Ibs 4201bs 560 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • 0 • 0 • FIGURE 3: • • FIGURE 4: FIGURE 2: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: 0 • • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dp„Q,)X (ANCHOR CAP.,,;,,,, ) _ANCHOR CAP.,,,, `MULLION CAP.,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS 15 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -15 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -1 1.000" h--- 2.000" .125" 1" X 2" X .125" MULLION O (0 z 0 «J w m D 1- 2 z Q IL1- Q N W LiC U a N 210 re O 1 Y ict O PRODUCT REVISED as complying with the Florida Building Cdde Acceptance No % Ex iratiani$.te ''�j N �..NSi fi lye. 5 r ny A. L44 triL . thR, P.E. FL P.E.# 58705 TABLE 2A Mullion Capacity Table (Ibstft2) 1 x 2 x .375 Alum. Tube Mullion Opening Width (for vertically - spanning mullions) or Opening Height (for horizontally -spann ng mullions) 60 in 69 in 70 In 80 to 90 In 100 in 120 In 140 In 160 in Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapITriang. Loading Rectangular Loading Trep/ Triang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Ttap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trep/Trfang. Loading Rectangular ` Loading Trap/Trleng. Loading 1 0 11 Mullion Capacity nbs ) Anchor Capacity Requite Os) 3:a Anthcrca�aty+ Requires «tbs) nilull 13/4" 1-3/4" 1 -3/4" Mullion Capacity Ob ) i t 1 iifjinuiinilutiJniiitilniln 81 1:-s- PI 1 §1 i 'fl 1 -1/4" :tY . 2" 1-3/8" 1-3/8" S 2 Anchors @ 4.76" Mtn. O.C. 1 Standard or Offaet Clip (Fig. 1): .� 390 Iba i± 890 Iba 1844 Ibs 270 Ibs Anchor Capacity Required (Ms) i II Io Anchor Capacity I Required (lbs) .tc il Mullion City Qlbs/tt2) 11 II tx 420 lbs 42 In 170.0 620 170.0 436 161.3 682 170.0 478 129.7 682 170.0 508 113.5 862 169.5 518 100.9 882 188.9 617 'j 90.8 1 682 168.9 517 76.7 682 168.9 517 64.9 682 188.9 517 68.7 662 168.9 517 48 In 121.6 607 136.0 419 101.4 507 119.2 410 i 86.9 607 108.7 403 78.0 607 102.6 399 67.6 507 99.6 397 60.8 607 99.0 396 50.7 807 99.0 388 43.4 507 99.0 398 38.0 607 99.0 398 60.625 to 103.7 468 114.8 379 86.4 468 89.9 371 74.1 466 90.5 384 64.8 456 84.8 360 57.6 456 81.3 357 61.8 468 80.0 358 43.2 458 80.0 368 37.0 488 80.0 356 32.4 456 80.0 358 64 in 86.4 400 93.3 338 71.2 400 80.9 328 61.0 400 72.7 322 63.4 400 67.3 318 47.6 400 64.0 315 42.7 400 82.3 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 81.8 313 60 In 82.3 324 88.9 278 51.9 324 67.5 270 ' 44.6 324 51.2 284 38.9 324 46.9 260 34.6 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 253 22.2 19.2 324 294 40.6 33.4 263 230. 19.5 16.8 324 294 40.6 33.4 253 230 Mull Lent 83 In 53.8 294 57.4 252 44.8 294 49.2 246 35.4 284 43.6 241 33.6 294 39.8 237 29.9 294 37.1 234 26.9 294 35.2 232 22.4 294 33.6 230 66 In 48.8 268 49.6 230 39.0 268 42.4 226 33.4 288 37.6 221 29.2 268 34.1 218 26.0 268 31.8 216 23.4 288 29.8 212 19.6 268 28.0 210 16.7 268 27.7 209 14.6 268 27.7 209 72 in 36.0 226 37.9 196 30.0 225 32.2 191 26.7 226 28.4 188 22.5 226 26.6 166 20.0 225 23.6 182 18.0 226 22.1 180 15.0 225 20.3 177 9 12.9 225 19.6 178 11.3 225 19.8 176 78 In 30.6 202 32.0 177 26.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 , 17.0 202 19.7 185 18.3 202 18.4 163 12.8 202 16.7 180 10.9 202 16.9 158 9.6 202 16.8 158 78 in 28.3 182 29.6 168 23.6 192 25.1 165 20.2 192 22.0 182 17.7 182 19.7 169 15.7 192 18.1 157 AI 14.2 182 16.8 155 11.8 192 15.2 162 10.1 192 14.4 150 8.9 192 14.2 150 80 In 18.6 144 19.0 128 16.4 144 A 16.1 126 98 In 16.2 127 15.6 113 r TABLE 2B • Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor type: I 3118" Elea Ultracon 1/4" Elco Ukracon 6/18" Eico Ultra= Eleo Ultracon 1/4° Moo Ultracon 1/4" SS Elea AggreGator AggreC3attor 5/16" Moo Uttracan 1/4" SS Elcco AggreGator #10 Steel Screw (05) 812 Steel Screw (06) #12 Steel Screw (06) Edge Distance (in): 1" 2 -112" 1" 2 -112" 3.118° 1" 2-1/2" 1" 2 -1/2" 2" 3-1/8" 2' 0.48" 0.64" 0.324" Embedment (in): 13/4" 1-3/4" 1 -3/4" 1-3/4" 2" 1 -1/4" 1 -114" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1-3/8" (eee note 4) 2 Anchors @ 4.76" Mtn. O.C. 1 Standard or Offaet Clip (Fig. 1): 390 Ibe 390 Iba 450 Ibs 890 Iba 1844 Ibs 270 Ibs 280 lbs 364 Iba 740 Ibs 468 !be 664 Ibs 1182 Iba 328 ibs 420 lbs 660 lbs 4 Anchors c 1.16" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A N/A MIA NIA 380 Ibs N/A N/A N/A N/A N/A 652 Ibs 840 ibs 1120 lbs 4 Anchors , 3" Min. O.C. / (2) 2x6 Angle Clips 1(Fig. 3): 780 lbs 780 Ibs 880 !bet 1680 Ibs 1898 lbs 640 Ibs 660 lbs N/A 780 Ibs 936 Ibs 880 be 2384 Ibs 662 Ibs 840 Ibs 1120 Ibs 2 Anchors @ 0.46" Min. O.C. 1 U -Clip, into 1/8" Alum. (Fig. 4): N/A NIA NIA N/A N/A N/A N/A N/A N/A NIA N/A NIA NIA . WA 718 lbs 1 Anchor / F-Ctlp (Fig. 6): ! 195 Iba 196 Ibs 226 Ibs 446 Ibs 822 Ibs 136 Ibs 140 Ibs 177 Ibs 370 lbs 234 Ibs 332 Ibs 691 Iba 163 Iba 210 Iba 280 Ibs 2 Anchors ■ 1.15" Min. O.C./ F -Clip (Fig. 8): 240 Ibs 360 lbs N/A N/A N/A NIA 190 Ibs NIA N/A N/A N/A NIA 326 lbs 420 lbs 580 Ibis NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • 0 0 • FIGURE 3: • • FIGURE 4: • • FIGURE 2: • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.)X / ANCHOR,CAP.,.1 _ANCHOR j MULLION CAP.,„„,,„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000° h 1" X 2" X .375" MULLION 1 a PRODUCT REVISED • as complying with the Florida Building Code Acceptance No )- PA; '_, _ •'t Ex.iratio Date w/. Z ( ')3 Miami ado PrOdtict 01‘11110,/, By R�� y1GENSF ,'Q . * ; No. 56705 -o• tan ii,%%/ k'•• FLOR p�,..... s .. • � ` \. �' /,, /r /ONA� } % A. LYNI'MILLR, P.E. FL P.E.# 58705 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.)X / ANCHOR,CAP.,.1 _ANCHOR j MULLION CAP.,„„,,„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000° h 1" X 2" X .375" MULLION 1 a PRODUCT REVISED • as complying with the Florida Building Code Acceptance No )- PA; '_, _ •'t Ex.iratio Date w/. Z ( ')3 Miami ado PrOdtict 01‘11110,/, By R�� y1GENSF ,'Q . * ; No. 56705 -o• tan ii,%%/ k'•• FLOR p�,..... s .. • � ` \. �' /,, /r /ONA� } % A. LYNI'MILLR, P.E. FL P.E.# 58705 TABLE 3A Mullion Capacity Table (IbsItt) 1 .375 Mullion X 2.75 x Alum. Tube Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally- spanning mullions) 50 in 60 In 70 in 80 In 90 In 100 in 120 In 140 in 160 in Rectangular Loading Ttap/rrlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading - Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading 1 _ .5 . �c c .i- e (!¢1j� r � yc c`� 3 2?� c Is g a• 1 � t ao 3 hI rr c t? s o= �G ;51 Qrc cR a P I I P 1 L., h e: P ^ g P_ h a ' e ^ 11 i• ^ ci . 1M a ^ _ � 5a�7 a r. ga i_ c� 4p� IF 11 ., C iw ti c hi 11� {7} g e ,� M 42 to 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 621 148.7 1301 170.0 521 1 127.5 1301 170.0 521 111.5 1301 170.0 521 48 In 170.0 708 170.0 824 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 877 138.8 1139 170.0 680 113.9 1139 170.0 880 97.6 1139 170.0 680 1 85.4 1139 170.0 680 50.828 In 170.0 747 170.0 583 170.0 898 170.0 170.0 631 691 187.8 138.2 1032 907 170.0 164.7 884 730 148.8 120.9 1032 907. 170.0 152.5 723 720 130.5 1107.5 l 78.4 1032 907 736 170.0 145.0 99.5 747 714 883 117.4 96.8 70.5 1032 907 736 170.0 141.1 95.1 758 710 578 97.9 80.6 68.8 1032 907 735 170.0 140.0 91.8 758 709 574 83.9 89.1 50.4 1032 907 735 170.0 140.0 91.8 756 709 674 73.4 i 60.5 44.1 1032 907 735 170.0 140.0 91.8 756 709 574 64 in 170.0 797 170.0 612 181.3 907 80 in 141.1 735 151.6 826 117.6 735 130.3 811 100.8 736 116.0 599 88.2 735 108.2 590 83 In 121.9 888 130.0 570 101.6 688 111.5 557 87.0 688 98.9 547 78.2 888 90.1 538 67.7 868 63.9 631 r 60.9 666 79.8 528 50.8 888 75.8 521 43.5 688 75.6 521 38.1 688 75.6 521 88 In 106.0 807 112.4 522 08.3 607 98.1 511 807 85.0 501 68.2 607 77.1 493 58.8 807 71.5 488 53.0 607 67.6 481 44.2 807 63.4 476 37.9 607 82.7 474 33.1 807 62.7 474 72 In 81.8 510 85.8 443 88.0 510 73.0 434 4 58.3 510 84.3 428 51.0 510 57.9 419 45.4 510 53.3 413 40.8 510 50.0 408 34.0 510 46.9 402 29.2 510 44.4 399 25.5 610 44.3 399 76 in 69.4 468 72.6 400 57.8 468 61.7 392 49.6 458 54.1 385 43.4 458 48.6 378 38.6 458 44.6 373 34.7 458 41.8 368 28.9 459 37.7 382 24.8 458 36.0 359 21.7 458 35.7 358 78 In 84.2 435 67.0 381 53.5 436 56.8 373 45.9 435 49.8 386 40.1 435 44.7 380 35.7 435 40.9 355 32.1 435 38.1 351 28.8 435 34.4 344 22.9 435 32.8 341 20.1 435 32.2 340 90 in 41.8 327 43.1 290 34.8 327 36.4 285 29.9 327 31.8 280 28.1 327 28.3 275 23.2 327 25.7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 98 In 34.4 287 35.4 257 28.7 287 29.9 262 -, 24.6 287 28.0 248 21.5 287 23.1 244 19.1 287 20.9 240 17.2 287 19.3 237 14.4 287 18.9 232 108 In 24.2 227 24.7 206 li 20.2 227 20.8 201 17.3 227 18.0 198 4 27 16.0 195 ` i 1 111 In 22.3 215 22.7 194 18.8 215 19.1 191 15.9 215 18.8 188 120 In 17.6 184 17.9 167 1 TABLE 3B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrates 2.7k Conorete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3118" Elea Ultra= 1/4" ace Ultracon 5116" Etco Ultracon 3/18" Elea Ultracon 114" Elm Ultracon 114" SS Elco AggreGator ggreGator 6/18" Eico Uitracon 1/4" SS Etco AggraGator #10 Steel Screw (tab) #12 Steal Screw (05) #12 Steel Screw (05) Edge Distance (in): 1" 2 -1/2" 1" 2 -1/2" 3 -118" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1 -3/4" 1-314" 1-3/4" 1 -3/4" 2" 1 -1/4" 1 -1/4" 1-1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1 -3/8" (see note 4) 2 Anchor* C 4.75" Min. O.C. / Standard or Offset alp (Fig. 1): 390 Ibs 390 lbs 450 Ibs 890 lbs 1644 Ibs 270 Ibs 280 Ibs 354Ibs 7401bs 488 lbs 884 Ibs 1182 On 328 Ibs 420 Ibs 580 Ibs 4 Anchors @ 1.15" Min. O.C. / Standard (or offset) Clip (Fig. 2): j 480 fist i- 700 Ibs N/A N/A NIA N/A 380 Ibs N/A N/A N/A N/A N/A 652 ibs 840 lbs 1120 lbs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angie Clips 1 (Fig. 3): 780 lbs 780 Ibe 880 Ibs 1580 Ibs 1898 Ibs 54011* 580 es N/A 760 Ibs 938 Ibs 880 lbs 2384 Ibs 652 lbs 840 Ibs 112011* 2 Anchors © 0.45" Min. O.G.I U- CIIp,into 118" Alum. (Fig. 4): N/A N/A N/A NIA N/A N/A N/A NfA NIA N/A N/A NIA N/A N/A 716 lbs . 1 Anchor 1 F-Cep (Fig. 5): 195 Ibs 195 Ibs 225 lbs 445 lbs 822 Ibs 135 Ibs 140 Ibs 177 ibs 37011* 234 Ibs 33211* 591 Ibs 18311* 210 Ibs 28011 2 Anchors 0 1.15° Min. 0.0./ F -Clip (Fig. 6): _ 24011s 350 ibs NIA N/A N/A N/A 190 Ibs NIA N/A N/A N/A WA 328 Ibs 420 lbs 560 lbs : FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • 0 0 • FIGURE 3: • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: 1:1 0 FIGURE 6: • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI,) x ( ANCHOR CAP.,„,,,T,,,,a` = ANCHOR CAP.,,. MULLION CAP.„„„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ---I 1.000" I-- 1° X 2.75" X .375" MULLION opx rg nz 0 M O - M co 6 Z I el PRODUCT REVISED as complying with the Florida Building Code Acceptance No E iratiotrtate By Miam Dade Product 1\`ti111i:1 /i /� /f' �`N. x;40 I..YN.'?. 1:1;4 /i /`i r % 1, �'�,S NSoTA N58A 7Oo 5 F f '� :/%FLORI0t`.*�. ;„' ¶ A. LYI(JW hhrL'L`ER, P.E. FL P.E.# 58705 TABLE 4A Mullion Capacity Table (Ibslft2) 1 x 2.78 X .850 Alum, Tube Mullion - Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally-spa nn ng mullions) 50 in 60 In 70 In 80 in 90 In 100 In 1201n 140 in 180 in Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/'rriang. Loading Rectangular Loading - TrapliYlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang, Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading 3-1/8" Anchor Capacity Required OW) 0.48" f c G Anchor Capacity Required Qbs) Mullion Capacity Obsttt2) Anchor Capacity Required (Ms) 4 8 8. aG Anchor Capacity Required (Ws) 2r. � Qre . ,_ 2G Anchor Capacity Required Ps) & a 2G I Anchor Capacity 1, Required Os) & 2G E ,. ( g cG k _ Anchor Capacity Required (Ws) ,=, Anchor Capacity Required (Ibs) 8 G � � >a Q Mullion Capacity ilk) I. c G cc :i" 2G Anchor Capacity Required (Ihs) .LG : ' _ . 1 R :� 8 ° �G Anchor Capacity Required pbs) :i^ ue nflq _ 328 Ibs Anchor Capacity Required (lbs) c J 421n 170.0 620 170.0 435 170.0 744 170.0 478 � 170.0 888 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 156.7 1620 170.0 521 138.8 1620 170.0 521 48 In 170.0 708 170.0 524 170.0 860 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 651 170.0 1275 170.0 170.0 1417 170.0 680 141.7 1417 170.0 680 121.5 1417 170.0 880 108.3 1417 170.0 880 50.825 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 1048 170.0 684 1700 1195 170.0 723 162.6 1286 170.0 148.3 1286 170.0 756 121.9 1286 170.0 758 104.5 1288 170.0 758 91.4 1288 170.0 756 54 in 170.0 ma 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 150.7 1130 170.0 803 1130 170.0 IZI 120.6 1130 170.0 856 100.5 1130 170.0 ma 88.1 1130 170.0 861 75.3 1130 170.0 ma 601n 170.0 885 170.0 701 148.5 915 182.3 781 125.5 144.5 746 109.9 915 132.3 735 97.8 915 123.9 726 87.9 915 116.5 720 73.2 915 114.4 715 62.8 915 114.4 715 54.9 915 114.4 715 631n 151.8 830 181.9 710 128.5 830 138.9 694 108.5 + 123.2 881 94.9 830 112.2 670 84.4 830 104.8 662 75.9 830 99.4 856 53.3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 649 66 in 132.1 757 140.0 650 110.0 757 119.8 638 94.3 105.9 624 82.5 757 98.1 614 73.4 757 89.1 808 68.0 767 84.2 600 55.0 757 79.0 593 47.2 757 78.2 591 41.3 757 78.2 591 72 In 101.7 638 106.8 552 84.8 838 91.0 540 alIO 80.1 530 83.8 836 72.2 521 58.5 638 86.5 514 50.9 836 62.3 508 42.4 838 57.2 500 36.3 838 55.3 497 31.8 636 55.2 497 761n ECU 88.5 ma 90.4 498 Emma 78.8 488 LISA En 479 54.1 ma 60.8 471 48.0 571 55.5 CI El 571 51.8 459 38.0 571 47.0 451 30.9 ma 44.8 ma 27.0 571 44.5 448 800 542 83.4 D 66.7 542 70.8 485 57.1 13 62.1 458 50.0 542 D 449 CM 542 51.0 442 40.0 DDci DDD 429 28.8 542 40.8 425 25.0 542 40.1 423 90 In 52.1 407 53.7 381 43.4 407 45.4 355 37.2 407 39.8 349 32.5 407 35.3 343 28.9 407 32.1 338 28.0 407 29.6 334 21.7 407 28.1 327 18.6 407 24.1 322 16.3 407 23.0 319 98 In 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 32.4 309 28.8 358 28.8 304 23.8 358 26.1 300 21.5 358 24.0 296 17.9 358 21.0 289 15.3 358 19.2 284 108 In 30.1 283 30.8 255 25.1 283 25.9 251 21.5 283 22.5 247 18.8 283 19.9 244 16.7 283 18.0 240 15.1 283 16.5 237 111 in 27.8 267 28.3 242 23.1 267 23.8 238 19.8 287 20.6 235 17.3 287 18.3 231 15.4 267 18.5 228 1201n 22.0 229 22.3 209 18.3 229 18.8 205 15.7 228 16.2 202 TABLE 4B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elco Ultracon 1/4" 5100 Ultracon 5/18" Elco Ultracon 3118" Elco Ultracon 114" Elm Ultracon 114" SS Woo AggreGator 5118" Elm Ultracon 1/4" SS Elm AggreGator 910 Steel Screw (G5) 912 Steel Screw (G5) #12 Steel Screw (05) Edge Distance (in): 1" 2 -112" 1" 2 -1/2" 3-1/8" 1" 2-1/2" 1" 2.1/2" 2" 3-1/8" 2" 0.48" 0.64" 0.324" Embedment (in): 1-314" 1 -3/4" 1 -3/4" 1-3/4" 2" 1 -1140 1 -1/4" 1 -1/4" 1 -114" 1 -1/4" 1- 114" 2" 1-3/8" 1 -3/8" (see note 4) 2 Anchors 4.75" Min. O.C. / Standard or Offset Clip (Fig. 1): 390 iba 390 Ibs 450 Ibs 890 Ibs 1844 Ibs 270 Ibs v 280 Ibs 364 Ibs 740 Ibs 468 Ibs 664 Ibs 1182 Ibs 328 Ibs 420 Ibs 650 Ibs 4 Anchors ®1.15" Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480 Ibs 700 Ibs N/A NIA NA N/A 380 Ibe N/A NIA N/A N/A N/A 652 Ibs 0 I • = 1120 lbs 4 Anchors 0 3" Min. 0.0.1(2) 2x5 Angle Clips / (Fig. 3): 780 Ibs 780 Ms 880 Ibs 1580 Ibs 1898 Ibs 540 Ibs 560 lbs N/A 760 Ibs 936 Ibs 880 Ibs 2364 lbs 652 Ibs 8.40 . 1120 Ibs 2 Anchors @ 0.45" Min. 0.C. / U- CIIp,Into 1/8" Alum, (Fig. 4): N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A N!A r 718 Ibs 1 Anchor/ F-Ciip (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibs 135 lbs 140 Ibs 177 Ibs 370 lbs 234 Ibs 332 Ibs 591 Ibs 163 Ibs 210 Ibs 280 Ibs 2Anohora (x$1.15" Min. 0.C./ F -Clip (Fig. 6): 240 Ibs 360 Ibs N/A N/A N/A PIA 190 Ibs NIA N/A NIA N/A N/A 326 Ibs 420 lbs 560 Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • o 0 • FIGURE 3: • • FIGURE 4: • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 • FIGURE 8: • • TABLE NOTES: CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X ANCHOR CAP. „T\ _ ANCHOR CAP. MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000" 1° X 2.75" X .8500 MULLION 0 J J W m 1- z Z /) U a i� 2 2 cc: X I N (Ni 03 Z 1 co O PRODUCT REVISED as complying with the Flom* Building Code Acceptance No !G _ Ex . irati Itate .! !! './i By Aug LI Miami ', J� Mi �,: �` + 5� '`�tltttllli j , LYNN * No.58705 . ST E LG fry "sS'ONAL t�; , %`‘ A. LYNN( il�.Ftt, P.E. EL P.E.# 68705 TABLE 5A Mullion Capacity Table (Ibs /ft2) 1" x 3.125" x .500" Alum Tube Mull Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally - spanning mullions) 50 in 60 in TRectangular 70 In 1 80 to 90 In 100 In 120 In 140 In 180 in Rectangular Loading Trap/Trtang. Loading Loading Trap/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. r Rectangular Loading Loading Trap/Triang. Loading Rectangular Loading TraptTrlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading A 8 11 aG Anchor Capacity Required (Ws) A" A# RE. & ,. 8 PI K I il 1. Anchor Capacity Required {IDs) Mullion Capacity {Ibs/ft2) :t' li O MWiron Capacity (lbsJtt2) Anchor Capacity Requited Obs) 1. ,� 8A dr: Mullion Capacity Obsfft2) Anchor Capacity Required Obs) i. di 3 fs ^ la ��j} 4Z ,app 3d G Anchor Capacity Required Obs) Mullion Capacity (Ibstf12) 1 �� LC 2 Anchor Capacity Required Obs) A. 2 A. ..:c co Mullion Capacity (Ibstft2) Anchor Capacity Required Obs) a K Mullion Capacity Off) G Cps QK . .s'C. Anchor Required (Ifs) 270 Ms Anchor Capacity Required Obs) Muliionn Capacity {Ibslft2) 740 Ibs Required (Ibs) Mull Length 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 N/A + + ' : 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 1560 Ibs 1896 Ibs 170.0 560 Ibs 170.0 1735 170.0 521 154.4 1802 170.0 1120113s 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 880 157.7 1577 170.0 880 135.1 1577 170.0 680 118.2 1577 170.0 NO 50.6251n 170.0 747 170.0 663 170.0 898 170.0 831 170.0 1048 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1495 170.0 758 121.5 1495 170.0 758 106.3 1495 V0.0 758 54 In 170.0 797 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 166.1 1401 170.0 837 149.6 1401 170.0 856 124.6 1401 170.0 861 108.8 1401 170.0 861 93.4 1401 170.0 861 601n 170.0 885 170.0 701 170.0 1063 170.0 797 158.5 1156 170.0 878 138.7 1158 187.0 928 123.3 1168 156.5 017 111.0 1158 149.7 910 92.5 1158 144.5 903 79.3 1158 144.6 903 69.4 1156 144.5 903 83 In 170.0 930 170.0 745 159.8 1049 170.0 850 137.0 1049 155.5 880 119.8 1049 141.7 848 106.5 1049 1320 836 95.9 1049 126.5 828 79.9 1049 119.3 820 68.5 1049 118.9 819 59.9 1049 118.9 819 681n 166.8 955 170.0 789 139.0 955 151.3 804 119.1 955 133.7 788 104.2 955 121.4 775 92.6 855 112.6 765 83.4 955 106.4 757 69.5 955 99.8 749 59.6 955 98.7 748 52.1 955 98.7 746 72 In 128.5 803 134.9 897 107.0 803 114.9 882 91.8 803 101.1 870 80.3 803 91.2 859 71.4 803 83.9 649 84.2 803 78.6 642 53.5 803 72.2 832 46.9 803 69.8 628 40.1 803 69.7 627 76 In 109.2 721 114.1 829 91.0 721 97.0 618 78.0 721 85.1 805 68.3 721 76.5 595 60.7 721 70.1 586 54.8 721 65.4 579 45.5 721 59.4 589 39.0 721 66.6 564 34.1 721 56.1 563 78 M 101.0 684 105.4 599 84.2 884 89.4 587 72.2 684 78.4 576 63.1 884 70.4 567 58.1 684 64.4 558 50.5 684 59.9 551 42.1 684 54.1 541 36.1 884 51.3 538 31.6 884 50.6 534 90 In 65.8 514 67.9 456 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.8 433 36.5 514 40.5 427 ! 32.9 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 406 20.6 614 29.0 403 96 In 54.2 452 55.7 404 45.2 452 47.0 398 38.7 452 40,9 390 33.9 452 36.4 384 30.1 452 32.9 378 27.1 452 30.3 373 22.8 452 26.6 365 19.4 452 24.2 359 18.9 462 22.8 355 108 in 38.1 357 38.9 322 31.7 367 32.7 317 27.2 357 28.4 312 23.8 357 25.2 308 21.1 357 22.7 303 19.0. 357 20.8 299 15.9 357' 18.0 293 13.6 357 16.2 287 .11.9 357 15.0 283 111 In 35.1 338 35.8 308 29.2 338 30.1 301 25.0 338 28.1 298 21.9 338 23.1 292 19.5 338 20.8 288 17.5 338 19.0 284 14.8 338 18.5 278 12.5 338 14.8 273 11.0 ..338 13.8 289 120 in 27.7 289 28.2 283 23.1 288 23.7 259 19.8 289 20.5 256 17.3 289 18.1 252 15.4 289 16.3 249 13.9 289 14.9 246 11.6 289 12.8 240 9.9 289 11.4 238 8.7 289 10.4 232 TABLE 5B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" E1co Macon 1/4" Moo Ultracon 5J16" Moo Macon 3/16° Eto Ultracan 1/4" Moo Ultracon 1/4 SS Elm AggreGator 5118 Eico Unman 1/4" SS Moo Aggre0ator #10 Steel Screw (05) 1112 Steel Screw (05) #42 Steel Screw (G5) Edge Distance On): 1" 2 -1/2" 1" 2-112' 3-1/8" 1" 2-1/2' 1" 2-112' 2" 3-118" 2' 0.48" 0.54" 0.324° Embedment {In): 1-314" 1 -314" 1 -3/4" 1-3/4" 2" 1 -1/4" 1 -1/4" 1-1/4' 1-1/4" 1 -1/4" 1 -1/4" 2' 1-3/8" 1-3/8" (see note 4) 2 Anchors CO 4.75" Mln. O.C. /Standard Clip (Fig. 1): 300 Ibs 390 Ibs 450 Ibs 890 Ibs 1844 Ibs 270 Ms 280 Ibs 3541bs 740 Ibs 488 Ibs 664 Ibs 1182 Ibs 328 Has 420 Ibs 560 Ibs 4 Anchors (/j) 1.15' Min. O.C.1 Standard Clip (Fig. 2): 480 Ibs 700 Ibs N/A N/A NIA N/A 380 Ibs N/A N/A N/A N/A N/A 652 !be 840 Ibs 1120 Ibs 4 Anchors 513" Min. 0.0. / (2) 2x5 Angle Clips (Fig. 3): 780 Ibs 780 Ibs 880 Ibs 1560 Ibs 1896 Ibs 540 Ibs 560 Ibs N/A 760 Ibs 938 Ibs 880 Ibs 2384 lbs 852 Ibs 840 ibs 1120113s 3 Anchors @ 0.450 Min. 0.0. • U •Clip, Into 1 /8" Alum. (Fig. 4): N/A N/A N/A NIA N/A N/A NIA N/A NIA NIA N/A N/A N/A NIA 1074 Ibs 1 Anchor / F Clfp (Fig. 5): 195 Ibs 195 Ibs 225 Ibs 445 Ibs 822 Ibs 135 Ibs 140 Ibs 1771bs 370 Ibs 234 tbs 332 Ibs 591 Ibs 1831bs 210 Ibs 280 Ib s 2 Anchors t 1.15" Min. O.C. / F-Cllp (Fig. 6): 240 @s 350 Ibs N/A N/A . N/A NIA 190 Ibs NIA N/A N/A N/A N/A 328 Ibs 420 Ibs 580 Ibs FOR THE Orrsla I CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • C� • 0 FIGURE 3: • • FIGURE 2: • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: 0 • FIGURE 6: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPI) x ( ANCHOR CAP.,�„T,,1 = ANCHOR CAP.,, `MULLION CAP.,,,,,T,,,,. JJ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1" X 3.125" X .5" MULLION (1" VF MULLION) z Y 0 .O Anc l. pRoDUCT REVISED as complyingwtth the Nord& Buiidiitg Code Acceptance No E o LYNN .44% ' �'i• / �`S•N.I•SPON58 A'7 0Ot� '{; vt"ITIP'llf A. LYNW RP.E• . O FPETLA .O# R E 5$%7F 0 5 % TABLE 6A Mullion Capacity Table (Ibslft2) Anchor Clip Patterns p Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU 1 x 4 x .125 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally - spanning mullions) 50 In 60 Rectangular Loading in Ttap/Triang. Loading " 70 Rectangular Loading In Trap/Thong. Loading 80 Rectangular Loading In Trap/Trmang. Loading 90 Rectangular, Loading In Trap/Trbsng. Loading 100 Rectangular Loading In Trap/Tdang. Loactng 120 Rectangular Loading In Trap/Trlang. Loading 140 Rectangular Loading in Trap/Tdang. Loading 160 Rectangular Loading In Trap/Trtang. Loading 3-1/8" Rectangular Loading Trap/Mang. Loading 1" i .,§1 ,� g. ,5. 8 iA Anchor Capacity Required Obs) 3 8 ° 2 I. a to a 1 3 Anchor Capacity Required Qbs) if 2G ii :i" 41 aG Anchor Capacity Required Qbs) ... .ig ,..1 2 .3 a s gG Anchor Capacity Required Obs) Mullion Capacity absift2) Anchor Capacity Required Qbs) 4 aG 1 Anchor Capacity Required Qbs) A' i i I aG Anchor Capacity Requited (Ws) Mullion Capacity Qbs/ft2) A 1 Qq� IL 11 ,P2'G Anchor Capacity I Required Qbs) t . Anchor Capacity Required Obs) hll ;G & Mullion Capacity Qbs/ft2) Anchor Capacity Requited Qbs) » ; C"� Y.K . .1 1. Anchor Capacity Required Qbs) Mull Length 42 in 170.0 820 170.0 436 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 145.8 1489 170.0 521 127.6 1489 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 861 170.0 1275 170.0 677 158.3 1303 170.0 880 130.3 1303 170.0 880 111.7 1303 170.0 880 97.7 1303 170.0 880 50.625In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1196 170.0 723 166.1 1235 170.0 747 140.6 1236 170.0 768 117.1 1235 170.0 766 100.4 1235 170.0 766 87.8 1235 170.0 756 54 fn 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 116$ 170.0 866 102.9 1166 170.0 681 88.2 1168 170.0 881 77.2 1168 170.0 881 60 In 170.0 885 170.0 701 186.7 1042 170.0 797 142.9 1042 161.1 632 125.1 1042 146.7 815 111.2 1042 136.8 801 100.0 1042 130.2 791 83.4 1042 125.1 762 71.5 1042 125.1 782 82.6 1042 126.1 782 63 In 170.0 930 170.0 745 161.2 982 163.6 818 129.8 992 144.4 799 113.4 992 131.0 782 100.8 892 121.4 788 90.7 992 114.8 758 75.8 992 108.4 745 64.8 992 108.0 744 56.7 992 108.0 744 68 In 165.4 947 170.0 789 137.8 947 148.0 786 118.1 947 130.3 768 103.4 947 117.7 762 91.9 947 108.7 738 82.7 947 102.2 727 68.9 947 95.1 713 59.1 947 94.0 711 ' 61.7 947 94.0 711 72 In 136.9 849 142.7 737 113.2 849 121.6 722 97.0 849 108.9 708 84.9 $49 96.4 898 76.5 849 88.7 688 87.9 849 82.7 675 56.6 849 75.3 659 48.6 849 72.6 862 42.5 849 72.4 651 76 In 115.5 762 120.7 685 96.3 762 102.8 852 62,5 762 90.0 640 72.2 762 80.9 629 64.2 762 74.2 820 67.8 762 69.2 613 48.1 762 62.8 602 41.3 762 69.9 697 36.1 782 59.4 695 78 In 108.9 724 111.4 634 89.0 724 94.8 821 78.3 724 82.9 509 88.8 724 74.4 599 58.4 724 88.1 691 53.4 724 83.4 583 44.6 724 57.3 573 38.2 724 54.3 587 33.4 724 53.5 565 90 In 69.6 543 71.8 483 58.0 543 80.7 474 49.7 543 82.9 468 43.5 543 47.1 458 38.8 543 42.8 452 34.8 543 39.6 448 ; 29.0 543 34.9 438 24.8 543 32.1 430 21.7 543 30.7 428 981n 57.3 478 58.9 427 47.8 478 49.7 419 1 40.9 478 43.2 412 35.8 478 38.5 408 31.8 478 34.8 400 28.7 478 32.0 396 23.9 478 28.1 386 20.5 478 25.6 380 17.9 478 24.2 376 108 in 40.3 377 41.1 341 33.5 377 34.8 336 28.8 377 30.0 330 L 26.2 377 28,6 325 22.4 377 24.0 321 20.1 377 22.0 317 16,8 377 19.0 310 14.4 377 17.1 304 111 in 37.1 357 37.8 323 30.9 357 31.8 318 28.6 357 27.8 313 23.2 367 24.4 309 20.6 18.3 367 308 22.0 17.3 306 283 16.5 367 20.1 301 _I 16.4 367 17.4 294 120 In 28.3 306 29.8 279 24.5 308 25.1 274 21.0 308 21.7 270 18.3 308 19.2 267 144 in 17.0 212 17.2 198 TABLE 6B Anchor Capacity Table (Ibs) Anchor Clip Patterns p Substrate: 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT WOOd Metal Anchor Type: 3/18" Elco Ullman 1/4" 1/4 Elco Ultra= 5/18" Elco UliracOn 3/16" Elco Uitracan 1/4" Eico Uitracon 1/4" SS Elco A reGator gg 5/16" Elco Macon 1/4" SS E1cO A graGator g #10 Steel Screw (05) #12 Steel Screw (G5) 912 Steel Screw (65) Edge Distance (in): 1" 2 -1/2" 1" 2 -1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 2° 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (MN 1 -3/4° 14/4" 1-3/4" 1-3/4" 2" 1 -1 /4" 1 -114" 1 -114" 1 -1/4" 1 -114" 1- 114" 2" 1-3/8" 1 -3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard Clip (Fig. 1 or 2): 390 Ibs 390 lbs 450 Ibs 890 Ibs ' 1644 Ibs - 270 Ibs 280 Ibs 364 Ibs 740 Ibs 468 Ibs 664 Ibs 1182 Ibs 328 Ibs ' 420 Ibs 660 Ibs 4 Anchors @ 2.25 Mln. O.C. / Standard Clip (Flg. 3): 700 Ibs 700 Ibs 580 Ibs 1410 Ibs 952 Ibs N/A 660 lbs N/A 630 Ibs N/A 880 Ibs N/A 852 Ibs 840Ibs 1120 Ibs 0 Anchors @ 1.16 Min. O.C, / Standard Clip (Fig. 4): 980 Ibs 1400 Ibs N/A N/A N/A N/A 760 Ibs N/A WA NIA NIA N/A 1304 Ibs 1680 Ibs 2240 Ibs 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips (Flg. 6): 780 Ibs 780 Ibs 900 Ibs 1780 Ibs 3288 Ibs 540 IN 580 Ibs 708 Ibs 1480 Ibs 938 Ibs 1328 lbs 2364 Ibs 852 lbs 840 Ibs 1120 Ibs 6 Anchors :, 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 8): 11701bs 1170 Ibs 10201bs 2340 lbs 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 1404 Ibs 1320 Ibs s 3548 tbs 978 Ibs 1260 Ibs 1880 lbs 4 Anchors at 0.45 Min. O.C. 1 U -Clip, Into 1/8" Alum. (Fig. 7): N/A WA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1432 Ibs 2 Anchors . 2.25" Mtn. O.C. / F-Gip (Fig. 8): 350 Ibs 360 Ibs 290 Ibs 705 Ibs 476 Ibs N/A 280 Ibs N/A 315 Ibs 0 Ibs 440 Ibs 0 Ibe 326 Ibs 420 Ibs 580 Ibs 4 Anchors @ 1.15" Min. O.C. 1 F-Clip (Fig. 9): 480 Ibs 700 Ibs N/A N/A NIA WA 380 lbs N/A N/A N/A N/A N/A f 652 Ibs 840 lbs 1120 Ibs FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: FIGURE 2. FIGURE 3: • o o o 0 0• 0• 0 o 0 O• 0 o• • O 0 O• 0• FIGURE 5: • • • FIGURE 6: • • ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. FIGURE 4. 0 • • • • FIGURE 8 O 0 • • FIGURE 7: • • • • FIGURE 9 • • TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP"„) X ( ANCHOR ANCHOR CAP.,, `MULLION CAP.,,,,,,,",," USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --f 1.000" 4.000" 1" X 4" X .125" MULLION .125" 8 to .-J u7 'd- x I N N 0 Q O c0 z m z z 0 PRODUCT REVISED as complying with the Florida Building Code Accoptancc 14o p(rationiTate By Miam >t lll // /1 !j \\ 1 ,,&.i LYNN iv/ `N • ''` .<(` ..'yGENS' ``S'/ i" ,- ' No. 58705 --o' A (tStitt t__7 & A. LYNN MILLER, P.E. :'t 58705 TABLE 7A • Mullion Capacity Table (Ibs/ft2) 1 x 4 x .376 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally -spann ng mullions) 50 in 80 in 70 in A 80 in 90 in 100 in 120 in 140 In 180 In Rectangular Loading Trapldang. Loading Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/Thong. Loading 1 Rectangular Loading ' Trap/Tdang. Loading Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap!Triang. Loading sg. 2 �� 1 .fi r, o: 1 flilui a 0.324" Anchor capacity Required (lbs) Ihlhlhihl , . '9 .1* i 11 yt 8Q 11 fin 1 -1/4" ; Anchor Capacedy Requited (Ws) fi .,cm � n �zz .0 l 2 Anchors @ 4.75" Min. O.C. / Standard Clip (Fig. 1 or 2): e fi a `i as 1 1 Anchor CepecRy Required OW 11 .L� 11 2- 11 ll'il 326 Ibs Sa d1 11 4 Anchors © 2.26" Mitt O.C. / Standard Clip (Fig. 3): t A 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 48 in 170.0 708 170.0 624 170.0 860 170.0 684 170.0 992 170.0 830 i 170.0 1133 170.0 661 170.0 1276 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1983 170.0 880 1 161.8 2024 170.0 680 50.625 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 884 170.0 1196 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 ? 156.0 1919 170.0 758 138.5 1919 170.0 756 64 In 60 in 170.0 170.0 797 885 170.0 170.0 812 701 170.0 170.0 956 1063 170.0 170.0 681 797 170.0 170.0 1116 1240 170.0 170.0 764 878 170.0 1275 170.0 803 170.0 1434 170,0 837 170.0 155.6 1594 1619 170.0 170.0 868 1033 169.9 129.6 1799 1619 170.0 170.0 881 1063 f 137.1 111.0 1799 1819 170.0 170.0 861 1083 120.0 97.2 1799 1619 170.0 170.0 881 1083 170.0 1417 170.0 944 170.0 1684 170.0 998 83 in 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 158.7 1542 170.0 1078 141.0 1542 170.0 1122 117.5 1542 188.5 1158 100.7 1542 167.9 1157 88.1 1642 167.9 1157 88 in 170.0 974 170.0 789 170.0 1169 170.0 903 ; 170.0 1384 170.0 1002 180.6 1472 170.0 1086 142.8 1472 188.8 1148 128,5 1472 168.8 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 148.0 1104 72 in 170.0 1063 170.0 878 170.0 1276 170.0 1009 150.8 1320 168.2 1101 1 132.0 1320 149.9 1082 ' 117.3 1320 137.8 1086 105.6 1320 128.8 1049 88.0 1320 117.0 1024 75.4 1320 112.8 1013 l 86.0 1320 112.5 1012 78 in 170.0 1122 170.0 937 148.8 1184 159.4 1013 , 128.2 1184 139.9 994 112.2 1184 125.7 978 89.7 1184 115.3 984 89.8 1184 107.6 952 74.8 1184 97.8 935 1 64.1 1184 93.1 927 68.1 1184 92.3 925 781n 166.1 1124 170.0 967 138.4 1124 147.0 986 118.6 1124 128.8 947 103.8 1124 116.6 931 , 92.3 1124 105.8 918 83.0 1124 98.6 908 69.2 1124 89.0 890 69.3 1124 84.3 881 51.9 1124 83.2 878 90 In 108.1 844 111.5 760 90.1 844 94.3 738 77.2 P 844 82.1 724 87.6 844 73.3 712 60.1 844 88.5 702 54.0 844 61.4 893 46.0 844 64.2 878 38.8 844 60.0 688 33.8 844 47.7 882 98 In 89.1 742 91.5 863 74.2 742 77.2 852 83.8 742 67.2 841 55.7 742 59.8 631 49.6 742 64.1 822 44.6 742 49.8 814 ; 37.1 742 43.6 600 31.8 742 39.8 690 27.8 742 37.5 654 108 in ' 62.6 588 83.9 530 62.1 588 53.8 521 44.7 686 46.6 513 39.1 688 41.4 505 34.8 5881 37.3 498 31.3 588 34.2 492 28.1 586 29.6 481 22.3 685 28.8 472 19.6 586 24.7 466 111 In 57.6 555 58.8 503 48.0 665 49.5 495 41.2 555 42.9 487 38.0 555 38.0 480 32.0 655 34.2 473 28.8 655 31.3 467 24.0 19.0 565 476 27.1 21.1 457 , 395 I 20.8 18.3 556 476 24.3 18.7 448 387 18.0 14.3 555 476 22.4 17.2 442 381 12001 45.6 475 48.4 433 38.0 475 39.0 426 32.6 475 33.7 420 28.5 476 29.8 414 26.3 475 28.8 409 22.8 476 24.5 404 144 in 28.4 330 28.7 305 22.0 330 22.4 301 ' 18.9 330 19.3 297 16.6 330 17.0 283 TABLE 7B Anchor Capacity Table (Ibs) Anchor Clip Patterns p Substrate: 2.7k Concrete 3.61 Conc. ! Hollow CMU Flied CMU PT Wood Metal Anchor Type: 3116" Ebro UltracOn 1 /4" Elan Ultracon 5/18" Elco Ultrecon 3/18" Elco Ultraoon " 1/4" Boo Ultracon 1/4" SS Eico q reGetor gg 5/16" Mao Uhracon 1/4" SS Elea AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) #12 Steel Screw (G5) Edge Distance (In): 1" 2-1/2" 1" 2 -1/2" 3-1/8" 1" 21/2" 1° 2 -1/2" 2" 3-1/8" 2" 0,48" 0.54" 0.324" Embedment (In): 1.314" 1-3/4" 1-3/4" 1- 314" 890 Ibs 2" 1 -114" 1 -1/4" 1 -1)4 1 -1/4" 1 -114" 1 -114" 2" 1-3/8" 1-3/8" (see note 4) 2 Anchors @ 4.75" Min. O.C. / Standard Clip (Fig. 1 or 2): . 390 Ibs 390 Ibs 450 Ibs 16441bs 270 Ibs 2801bs 354 Ibs , 740 Ibs 468 Ibs 684 Ibs 1182 Ibs 326 Ibs 4201bs 560Ibs 4 Anchors © 2.26" Mitt O.C. / Standard Clip (Fig. 3): 700 Ibs 700 Ibs 580 lbs 1410 Ibs 952 Ibs N/A 560 Ibs NIA 630 Ibs N/A 880 Ibs N/A 652 Ibs 840 Ibs 1120 Ibe 8 Anchors @ 1.15" Min. O.C. / Standard Clip (Fig. 4): ■ 960 Ibs 1400 lbs N/A NIA NIA WA 760 Ibs NIA N/A N/A NIA NIA 1304 Ibs 1680 Ibs 2240 Ibs 4 Anchors © 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 6): 780 Ibs 780 Ibs 900 lbs 1780 Ibs 3288 lbs 540 Ibs 580 Ibs 708 Ibs 1480 Ibs 936 Ibs 1328 Ibs 2384 Ibs 652 lbs 840 Ibe 1120 Ibs 6 Anchors 8113" Min. 0.C, / (2) 2x5 Angle Clips (Fig. 8): 1170 Ibs 1170 lbs 1020 ibs 2340 Ibs 2844 Ibs 810 Ibs 840 Ibs N/A 1140 Ibs 1404 Ibs 1320 Ibs 3546 lbs 978 Ibs 1260 Ibs 1680 Ibs 4 Anchors Q 0.45 Min. O.C. / U'CIIp, into 1/8" Alum. (Fig. 7): 2 Anchors .7 2.26" Min. 0.C.1 F-Clip (Fig. 8): f N/A 350 Ibs NIA 350 Ibs N/A 290 lbs N/A 705 Ibs N/A 476 Ibs N/A N/A N/A 280 Ibs N/A N/A N/A 315 Ibs NIA 0 Ibs NIA 440 Ibs N/A 0 Ibs N/A 326 Ibs N/A 420 Ibs 1432 Ibs 650 Ibs 4 Anchors @ 1.15" Min. O.C. / F-Clip (Fig. 9) :• 480 Ibs 700 bbs N/A N/A NIA N/A 380 Ibs N/A N/A N/A N/A N/A 852 ibs 840 Ibs 1120 Ibs : FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2. • 0 0 0 0 0 0 • • 0 0 0 0 0 • 0 FIGURE 3. • • 0 0 0 0 FIGURE 5: • • • FIGURE 6: • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. FIGURE 4. • • • • • • • • FIGURE 8 0 0 • • FIGURE 7: FIGURE 9. • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X ( ANCHOR CAP.,, , ` _ANCHOR CAP.„,„ `MULLION CAP.,,„u,,, f USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ---I 1.000" I--- 4.000" .375" 1" X 4" X .375" MULLION a -3 co G go PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 Ex •'raNOnfDate By ■i r Product `�1►1t1IIlt /tl 1<.YNN 44/z �'� •'��C,fNS�� .'Q �i No. 56705 ' %,SS /ONAl- �• A. LYNN II ELtLER FL P.E.# 58705 P .E. TABLE 8A Mullion Capacity Table {Ibsl&) 1.25,• 3.188" .265" Tube x x Alum Mull Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally-spann ng mullions) 50 In 60 in 70 in TRectangular 80 In 90 In 100 In 120 In 140 in 160 In Rectangular Loading TraplTriang. Loading Rectangular Loading TraptTrlang. Loading Loading Trap/Triang Loading Rectangular L Loading Trap/Triang. Loading Rectangular Loading 7YaplTriang. Loading Rectangular Loading Trap!Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading TraplTrlang. Loading i ti 2 Anchor Capacity Required Qin) 2: I, _ cc fig g cis Al. a 1 gg 3: Anchor capacity Required Os) 11 Anchor Required pie) 1.1(4" d ilihiflilfl$Ji1llilJifl , , § 1 -114" _ � 1 -1/4" _ 1 -3/8" �� (see note 4) 2 Anchors ,,, 4.76' Mn. i 0.C.1 Standard Clip (Fig. 1): 390 Ibs [Anchor Capacity Required (the) 450 ibs Anchor Capacity Required Obs) 111111 270 Ibs 280 lbs Anchor Capacity Required (be) 1 Anchor capacity I Required (its) 11111111 _ 328 Ibs Mull Length 42 in 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 608 170.0 840 Ibs 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.6 1789 170.0 521 48 in 170.0 708 170.0 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 154.8 1548 170.0 680 132.7 1648 170.0 880 118.1 1648 170.0 680 60.825 In 54 in 60 in 170.0 170.0 170.0 747 797 886 170.0 170.0 170.0 583 812 701 170.0 170.0 170.0 896 956 1083 170.0 170.0 170.0 631 691 797 170.0 170.0 158.9 1048 1116 1158 170.0 170.0 170.0 884 754 878 170.0 170.0 139.0 111113 D 170.0 170.0 187.4 723 803 930 170.0 163.1 123.6 1345 1376 1158 170.0 170.0 158.8 747 837 919 167.0 148.8 1468 1376 170.0 170.0 768 856 139.2 122.3 1488 1376 170.0 170.0 750 861 119.3 1468 170.0 756 104.4 1488 170.0 758 104.8 1376 170.0 861 91.7 1376 170.0 881 111.2 1158 150.0 912 92.7 1168 144.8 906 79.4 1158 144.8 905 69.5 1158 144.8 905 631n 170.0 930 170.0 745 180.1 1051 170.0 860 137.2 1051 166.9 862 120.1 1051 142.0 848 108.7 1051 132.3 637 98.1 1051 125.7 830 80.1 1061 119.5 822 88.8 1051 119.1 821 80.0 1051 119.1 821 66 In 187.1 957 170.0 789 139.3 957 151.8 805 119.4 957 134.0 790 104.4 967 121.6 777 92.8 957 112.8 787 83.8 957 108.8 759 69.6 957 100.0 750 59.7 957 98.9 748 52.2 967 98.9 748 72 In 128.7 804 135.2 898 107.3 804 118.2 884 91.9 804 101.3 671 80.4 804 91.4 680 71.5 804 84.1 650 64.4 804 78.8 843 53.6 804 72.3 833 46.0 804 89.9 829 40.2 804 69.8 828 76 in 108.4 722 114.4 830 91.2 722 97.2 818 78.2 722 85.3 808 88.4 722 78.7 596 80.8 722 70.3 588 64.7 722 85.5 580 46.8 722 59.5 570 39.1 722 58.7 585 34.2 722 58.2 564 78 In 101.2 685 105.8 600 84.4 686 89.8 588 72.3 685 78.5 577 83.3 685 70.5 868 68.2 885 84.5 580 50.6 886 80.1 553 42.2 685 64.3 543 36.2 685 51.4 537 31.6 686 50.7 538 90 In 65.9 515 88.0 457 54.9 515 67.5 449 47.1 515 50.1 441 41.2 D 44.7 434 38.8 515 40.8 428 33.0 515 37.4 422 27.5 616 33.1 413 23.5 515 30.6 407 20.8 515 29.1 404 98 In 106 In 111 fn 54.3 38.1 35.1 463 358 338 55.8 39.0 35.8 404 323 308 46.3 31.8 29.3 453 358 338 47.1 32.8 30.1 El 318 301 38.8 ra Ell 453 358 336 41.0 28.4 28.1 391 313 297 33.9 23.8 22.0 453 In D 38.4 26.2 23.2 385 308 293 30.2 21.2 453 358 33.0 22.7 379 304 27.2 19.1 463 358 30.4 20.8 374 300 22.8 18.9 463 358 28.8 18.0 386 203 19.4 453 24.3 360 17.0 453 22.9 356 19.5 338 20.9 289 17.6 338 19.1 285 120 in 27.8 290 28.3 284 23.2 290 23.8 260 19.9 290 20.8 268 17.4 280 18.2 263 15.4 290 18.4 249 144 in 18.1 201 18.3 188 TABLE 8B - Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate:' 2.7k Concrete 3.6k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Tips: 3/18" Elsa Ultracon 1t4" Elco Ultracon 5/16" Elco Ultracon " 3/18 Elco Ultracon 1/4" Elco Ultracon 114" SS Elco Aggrecator 5/18" Elco Ultracon 1/4" SS Elva AggreGator 810 Steil! Screw (05) 812 Steel Screw (05) 512 Steel Screw (05) Edge Distance (In): 1" 2 -1/2" 1" 2-1(2° 3-1/6" 1" 2.1/2' 1" 2.1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (In): 14/4" 1 -3/4° 1 -3/4" 1-3/4" 2" 1.1(4" 1-1/4" 1.1/4" 1 -114" 1 -1/4" 1 -1/4" 2" 1 -3/8" 1-318" (see note 4) 2 Anchors ,,, 4.76' Mn. i 0.C.1 Standard Clip (Fig. 1): 390 Ibs 390 Ibs 450 ibs 890 Ibs 1844 Ibs 270 Ibs 280 lbs 354 Ibs 740 Ibs 488 ibs 064 Ibs 1182 lbs 328 Ibs 420 Ibs 580 Ibs 4 Anchors ( 1.15" Min. O.C. / Standard Clip (Fig. 2): ! 480 Ibs 700 ibs N/A N/A NIA NIA 380 Ibs N/A N/A N/A N/A N/A 852 lbs 840 Ibs 1120 !be 4 Anchors c 3" Min. 0.C. ((2) 2x5 Angle Clips (Fig. 3): 780 ibs 780 Ibs 880 Ibs 1580 Ibs 1896 Ibs 640 Ibs 680 Ibs N/A 780 Ibs 836 Ibs 880 Ibs 2364 Ibs 852 Ibs 840 Ibs 1120 Ibs 4 Anchors ® 0.45" Mln. 0.0./ U -Clip, into 1/8" Alum. (Fig. 4): NIA NIA N/A N/A N(A NIA NIA N/A N/A N/A N/A N/A N/A WA 1432 Ibs 1 Anchorl F-ClIp (Fig. 5): 195 Ibs 195 lbs 225 Ibs 445 Ibs 822 Ibs 135 Ibs 140 Ibs 177 ibs 370 lbs 234 Ibs 332 Ibs 591 Ibs 183 Ibs 210 Ibs 280 Ibs - _- _ ` 2 Anchors c? 1.16 Min. O.C. / F-Clip (Fig. 6): 240 Iba 350 Ibs NIA NIA NIA NIA 190 its N/A N/A N/A N/A N/A 328 Ibs 420 Ibs 680 ibs USE THE SAME ANCHOR PATTERN AND ANCHOR A LUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: 0 0 FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: • • • • • • FIGURE 6: • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x t ANCHOR CAP.,,"„", ) ANCHOR CAP. `MULLION CAP.,„,„„,, USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188" .265" 1.25" X 3.188" X .285° MULLION (1 -1/4" VF MULLION) N ro tV O 8 (0 A 9 C r 5 0 cn PRODUCT REVISED as complying with the Florida Building Code Acceptance No iratio Date `l.NiV * . H0.5B705 ST _: `',i,SJC?NA� ,<<` A. LYNN NifLL R, P.E. FL P.E.# 58705 FIGURE 3: • • FIGURE 4: • • • • FIGURE 5: • • • • • • FIGURE 6: • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x t ANCHOR CAP.,,"„", ) ANCHOR CAP. `MULLION CAP.,„,„„,, USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188" .265" 1.25" X 3.188" X .285° MULLION (1 -1/4" VF MULLION) N ro tV O 8 (0 A 9 C r 5 0 cn PRODUCT REVISED as complying with the Florida Building Code Acceptance No iratio Date `l.NiV * . H0.5B705 ST _: `',i,SJC?NA� ,<<` A. LYNN NifLL R, P.E. FL P.E.# 58705 • • FIGURE 6: • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x t ANCHOR CAP.,,"„", ) ANCHOR CAP. `MULLION CAP.,„,„„,, USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 3.188" .265" 1.25" X 3.188" X .285° MULLION (1 -1/4" VF MULLION) N ro tV O 8 (0 A 9 C r 5 0 cn PRODUCT REVISED as complying with the Florida Building Code Acceptance No iratio Date `l.NiV * . H0.5B705 ST _: `',i,SJC?NA� ,<<` A. LYNN NifLL R, P.E. FL P.E.# 58705 TABLE 9A Mullion Capacity Table (IbeIft2) 2 x 4 x .25 Alum. Tube Mullion r_ Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -spann ng mullions) 50 in 60 In 70 in 80 in 90 in 100 In 120 In 140 In 160 in Rectangular Loading Trap/Thong. Loading Rectangular Loading Trap/Ttlang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Mang, Loading Rectangular Loading Trap/Trtang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Triang. Loading II Mullion Capacity I #! () Anchor Capacity Required (Ibs) 2 8p t 1' 1 I Anchor Capacity Required Qbs) 2 V1 as Ci h U1 is n r�a I Mullion Capacity (lbslff2) Anchor Capacity Required (Jbs) Mullion Capacity (Ibs Anchor Capacity Required (Ibs) 12111jfl1 1 -1/4" 2' Mullion Capacity � 11 Mullion Capacity (Ibsfft2) Jin g 390 Ibe Anchor Capacity Required (Ibs) _ 2i- nchar Capacity Required (ibs) hsIndhJlhiI 280 lbs 354 Ibs 740 tbs 664 Ibs 1182 Ibs Mull Length 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 821 170.0 1488 170.0 880 Ibs 170.0 1735 170.0 621 170.0 1983 170.0 521 46 in 170.0 708 170.0 624 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1417 170.0 690 170.0 1700 170.0 680 170.0 1883 170.0 660 170.0 2267 170.0 680 50.925 In 170.0 747 170.0 563 170.0 898 170.0 631 170.0 1046 170.0 884 170.0 1196 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 170.0 758 54 In 170.0 797 170.0 612 170.0 966 170.0 891 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 637 170.0 1594 170.0 856 170.0 1913 170.0 861 170.0 2231 170.0 881 1170.0 2560 170.0 881 60 In 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 $78 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1083 160.8 2680 170.0 1063 631n 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 1 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 188.7 2553 170.0 1171 146.9 2563 170.0 1171 88 In 170.0 974 170.0 789 170.0 1189 170.0 903 170.0 1384 170.0 1002 170,0 1558 170.0 1086 170.0 1753 170.0 1156 170.0 1948 170.0 1210 170.0 2338 170.0 1276 151.9 2437 170.0 1286 132.9 2437 170.0 1288 72 in 170.0 1063 170.0 878 170.0 1276 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2128 170.0 1387 146.6 2184 170.0 1488 124.8 2184 170.0 1529 109.2 2184 170.0 1630 78 In 170.0 1122 170.0 937 170.0 1346 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.1 1960 170.0 1421 148.8 1960 170.0 1506 123.6 1980 181.6 1548 108.1 1960 154.0 1536 92.9 1980 152.7 1531 78 In 170.0 1151 170.0 987 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1389 152.7 1861 170.0 1474 137.4 1861 163.1 1500 114.5 1861 147.3 1473 98.2 1861 139.6 1459 85.9 1881 137.8 1464 901n 170.0 1328 170.0 1144 148.1 1398 156.0 1219 127.8 1398 138.0 1198 111.8 1398 121.3 1179 99.4 1398 110.2 1182 1 89.6 1398 101.6 1147 74.5 1398 89.8 1122 63.9 1398 82.7 1105 65.9 1398 78.9 1090 961n 147.4 1229 161.6 1098 122,8 1229 127.8 1079 106.3 1229 111.2 1081 92. 1229 98.9 1044 81.9 1229 89.8 1029 73.7 1229 82.4 1018 81.4 1229 72.2 993 r 62.7 1229 65.9 977 46.1 1228 62.1 987 108 In 103.6 971 105.8 877 88.3 971 89.0 862 74.0 971 77.2 849 84.7 971 88.4 837 57.5 971 81.8 825 51.8 971 56.5 815 43.1 971 49.0 796 37.0 971 44.0 782 32.4 971 40.8 771 111 In 95.4 919 97.3 832 79.5 919 81.9 819 88.1 919 70.9 808 59.6 919 62.8 794 63.0 919 58.7 784 47.7 919 51.8 774 39.7 919 44.8 756 34.1 919 40.2 742 29.8 919 37.1 732 120 In 75.5 766 76.8 718 62.9 788 84.6 706 53.9 786 65.8 695 47.2 786 49.4 886 41.9 768 44.4 877 37.7 786 40.6 688 31.6 786 34.9 853 27.0 788 31.0 841 23.6 786 28.4 631 144 in 43.7 546 44.2 504 36.4 648 37.0 498 31.2 546 31.9 491 27.3 548 28.2 488 1 24.3 646 25.3 479 t 21.8 548 22.9 474 18.2 546 19.5 464 15.6 848 17.2 466 13.7 546 15.5 448 TABLE 9B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" Elco Ultracon 1/4" Elco Ultracon 5118" Eico Uttracon 3/16" Elco Ultracon 1/4" Elm Ultracon 114" SS Elcc AggreGator ti/16" Elea Ultracon 114" SS Elco AggreGator 610 Steel Screw (G5) 812 Steel Screw (05) 1112 Steel Screw (G5) Edge Distance (n): 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2 -112" 1° 2 -112° 20 3-1/8" 2" 0.48° 0.54° 0.324" Embedment (tn); 1-314" 1-3/4" 1 -3/4° 1- 314" 2" 1 -1/4" 1 -1/4" 1 -1/4 1 -1/4" 1 -1/4" 1 -1/4" 2' 1-3/8" 1-318" (see note 4) 2 Anchors 0 4.75° MIn. 0.C. / Standard Clip (Fig. 1 or ): 390 lbs 390 Ibe 460 Ibs 890 Ibs 1844 ibs 270 lbs 280 lbs 354 Ibs 740 tbs 488 lbs 664 Ibs 1182 Ibs 326 Ibs 420 lbs 580 lbs 4 Anchors c? 2.66 Min, O.C. / Standard Clip (Fig. 3): 6 Anchors 01.71 Mtn. 0.C. / Standard Clip (Fig. 4): 740 Ibs 885 Ibs 740 lbs t 050 1., 630 Ibs 758 Ibs 1485 Ibs 1946 lbs 1424 Ibs NIA WA NIA 560 Ibe 705 Ibs NIA N/A 695 Ibs 799 Ms NIA N/A 880 Ibs N/A N/A N/A 652 !ha 978 Ibs 840 Ibs 1260 Ibs 1120 Ibs 1680 Ibs 4 Anchors 0 3" Min. 0.0.1(2) 2x6 Angle Clips (Fig. 5): 780 Ibs 780 Ibs 680 Ibs 1580 lbs 1896 Ibs 6401.- 680 Ibs N/A 760 Ibs 938 Ibs 880 Ibs 2384 lbs 652 Ibs 840 Ibs 1120 lbs 6 Anchors 0 3" Min. O.C. / (2) 2x5 Angle Clips (Fig, (1): 1170 Ibs 1170 ibs 1020 Ibs 2340 ibs 2844 lbs 81 + Ibs 840 Ibs WA 1140 Ibs 1404 Ibs 1320 lbs 3546 Ibe 978 Ibs 1280 Ile 1880 Ibs 3 Anchors 0 1.34" Min, O.C. / U Clip, Into 1/8" Alum. (Fig. 7): N!A N/A WA WA NIA WA N/A WA N/A N/A N/A WA N/A N/A 0741b 6 Anchors ®0.84" MIn. O.C. ! ti Clip into 1/8" Alum. (Fig. 8 ); N/A WA WA WA WA NiA N/A WA WA N/A N/A WA N/A N/A 21 lbs 2 Anchors 2.68" Min. O.G. / F-Clip (Fig. 9): 370 Ms 370 Ibs 315 Ibe 743 Ibs 712 Ibs N/A 280 Ibs N/A 348 Ibs WA 440 lbs N/A 326 lbs 420 Ibs 560 Ibs 3 Anchors 0 1.71° Min. 0.C. / F-Cilp (Fig. 10) :, 390 Ibs 390 lbs 340 Ibs 780 Ibs 948 ibs 270 lbs 280 Ibs N/A 380 ibs 468 ibs 440 Ibs 1182 Ibs 328 Ibe 420 Ms 560 Ibs FIGURE 1: 0 0 O 0 O 0 O 0 0 0 FiGURE 5: FIGURE 2: 0 0 0 0 O 0 0 0 0 • 0 • • FIGURE 3: • 0 • O 0 O O 0 0 • FIGURE 6: • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10. 0• •0 0• '• • •• •• O 0 0 O 0 O • • 00 0 0 0 0 • FIGURE 4: • • O 0 0 0 O 0 • • • • ANGLE CLIP (FIGURES 5 &6) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR.) x ( ANCHOR CAP. ..,=1) =ANCHOR CAP.,, . `MULLION CAP.F �,,,,�, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18 -20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063 -T6 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. .250" 4,000" 2" X 4° X .25" MULLION N r O tC) co t z m l. PRODUCT REVISED as complying with the Ratite Building Code Acceptance No irationjOate •t`c1` . • OENSF ``�� . lye. 58705 ' � 'A" ACORIL��'•' � " A. LYF4(Ii MILL'E�R, P.E. FL P.E.# 58705 TABLE 10A Mullion Capacity Table (Ibs1ft2) 2 x 8 x.25 Alum. Tube Mullion Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally -span __._' ng mullions) 50 in 60 in 70 In 80 in 90 In 100 in 120 In 140 in 1601n Rectangular Loading Trapfrriang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trap/ hang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trep/Tdang. Loading Rectangular Loading Trap/Triang. Loading a Rectangular Loading Trap/Tdang. Loading _ Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Trlang. Loading 8 fliflflflflnil . I 8 G g r`3 .S i o k 8 a.f3 8: ci `3 Mullion Capacity (Obs/ft2) ' I c3 18 111111111111 _ 2" ..8 ` °' (a 8 ° Anchor Capacity Requited (Ibs) Mullion Capacity Ibsift2) B..8 G Mullion Capacity (lbs/ft2) Anchor Capacity Requited (Ibs) 2G Anchor Capacity Requited (Ibs) i 10 Anchor Capacity Required Ohs} r 2 Anchor Capacity Required «bs) c :$G ( hK 11 Anchor Capacity Requited (lbs) _ ,Mc Anchor Capacity Required (lbs) 6. c 1Mc Anchor Capacity Required (lbs) 11 8 cs�Q: QU' 660 Ibs 42 In 170.0 820 170.0 435 170.0 744 170.0 478 170.0 858 170.0 506 170.0 992 170.0 519 170.0 111e 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1736 ' 170.0 521 170.0 1953 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 861 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 � 1700 170.0 680 170.0 1983 170.0 680 170.0 2287 170.0 880 50.625 in 170.0 747 170.0 583 170.0 898 170.0 831 170.0 1046 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 756 9 1 170.0 2391 170.0 756 54 in 170.0 797 170.0 612 170.0 958 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 858 170.0 1913 170.0 881 170,0 2231 170.0 881 170.0 2550 170.0 881 60 In 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1083 170.0 2479 170.0 1063 170.0 2833 170.0 1083 63 in 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 949 170.0 1488 170.0 1015 170.0 1873 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 170.0 2803 170.0 1171 170.0 2975 170.0 1171 66 In 170.0 974 170,0 789 170.0 1169 170.0 903 170.0 1364 170,0 1002 170.0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1948 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1288 IMull keno, 72 in 170.0 1083 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2975 170.0 1529 170.0 3400 170.0 1530 76 In " 170.0 1122 170.0 937 170.0 1348 170.0 1080 170.0 1570 170.0 1209 170.0 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1505 170.0 170.0 2692 170.0 1629 170.0 3140 170.0 1694 170.0 3569 170.0 1705 781n 170.0 1151 170.0 987 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1842 170.0 1369 170.0 2072 170.0 1474 170.0 2302 170.0 1564 2763 1700 1700 170.0 3223 170.0 1777 170.0 3883 170.0 1795 90 In 170.0 1328 170.0 1144 170.0 1694 170.0 1328 170.0 1859 170.0 1496 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2856 170.0 1918 170.0 3188 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2361 96 in 170.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170,0 2267 170.0 1794 170.0 2550 170.0 1952 170.0 2833 170.0 2095 160.0 3199 170.0 2338 137.1 3199 166.8 2470 120.0 3199 158.1 2428 108 In 170.0 1594 170.0 1409' 170.0 1913 170.0 1847 170.0 2231 170.0 1870 170.0 2550 170.0 2078 184.8 2781 170.0 2271 148.3 2781 181.9 2333 123.6 2781 140.4 2281 105.9 2781 125.9 2234 92.7 2781 116.0 2190 111 In 170.0 1638 170.0 1454 170.0 1968 170.0 1700 170.0 2293 170.0 1932 170.0 2621 170.0 2149 151.8 2632 162.3 2245 138.6 2832 148.4 2216 113.8 2632 128.4 2168 97.8 2632 115.1 2126 85.4 2832 106.3 2096 120 in 170.0 1771 170.0 1558 170.0 2125 170.0 1859 154.4 2252 159.9 1991 135.1 2252 141.4 1984 120.1 2252 127.2 1938 1 108.1 2252 116.1 1915 90.1 2252 99.8 1872 77.2 2252 88.9 1838 67.6 2252 81.4 1808 144 in 125.1 1564 126.8 1445 104.3 1564 106.1 1425 89.4 1684 81.5 1407 78.2 1564 80.7 1390 895 1504 72.3 1373 82.6 1584 65.7 1358 52.1 1564 56.0 1330 44.7 1564 49.2 1305 39.1 1584 44,4 1283 :TABLE 10B Anchor Capacity Table (Ibs) Anchor Clip Patterns p Substrate: 2.7k Concrete 3.5k Cone. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/16" Elea Ultracon 1/4" Eico Ultracon 5/16° Elco Unman 3113° taco Ultracon 114" Elea Uitracon 114" SS Esc Aggregator 6116" Elea Ultracan 114° SS Elea Aggregator 810 Steel Screw (G5) 812 Steel Screw (G5) 812 Steel Screw (G5) Edge Distance (in): 1" 2-1/2' 1" 21/2" 3 -1/8" 1" 2 -1/2 1° 2 -1/2" 2" 3-1/8" 2" 0.48" 0.64" 0.324" Embedment (In). 1-3/4" 1-3/4" 1.3/4" 1-3/4" _ 2" 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4" 1 -1/4° 1 -1/4" 2° 1-3/8" 1-3/8" (see note 4) 2 Anchors c± 4.75" Min. 0.C./ Standard Clip (Fig. 1 or 2): 3901bs 390 Ibs 460 Ups 8901bs 1644 Ibs 270 Ibs 2801bs 364 Ibs 740 Ibs 4881bs 8641bs 118211* 32611* 420 Ibs 660 Ibs 4 Anchors a 4.86" Min. O.C. / Standard Clip (Fig. 3): 7801bs 780 Ibs 900 Ibs 1780 Ibs 3084 lbs 5401bs 680 Ibs 708 Ibs 1480199 936 Ibs 1104 Ibs 23641bs 852 Ibs 840 Ibs 1120 Ibs 8 Anchors ar 1.71" Min. 0.9.1 Standard Clip (Fig. 4): 11801bs 14001bs 1010198 2595 Ibs WA NIA 9401bs N/A 106611* N/A N/A N/A 1304 Ibs 16801bs 2240 Ibs 4 Anchors (5 3' Min. 0,0, / (2) 2x8 Angle Clips (FIg. 5): 7601ba 780 Ibs 660 Ibs 16801bs 18981bs 640 Ibs 560 II* N/A 780 Ibs 935 Ibs 880 Ibs 2384 Ibs 66211* 840 Its 1120 !ha 8 Anchors d5 3" Min. 0.0.1(2) 2x5 Angle Clips (Fig. 8): 15601ba 1680 Ibs 1360 Ibs 3120 Ibs 3782 Ibs 10801bs 1120 Ibs NIA 152011* 187211* 1760 Ibs 472811* 13041ba 1680 Ibs 22401bs 12 Anchors 0 1.5" Min. O.C. / (2) 2x5 Angle Clips (Fig. 7): 16801bs 2100198 1440 Ibs 3780 Ibs NIA NIA 13201bs N/A 1600 Hu N/A N/A NIA 1955 Ibs 252019* 3380 Ibs 4 Anchors 0 1.34" Min. 0.C. / U- Clip, into 1/8" Alum. (Fig. 8g N/A N/A NIA N/A N/A N/A N/A WA N/A N/A N/A N/A N/A NIA 143211m 8 Anchors < 0.64' Min. 0.0 1 U- Cflp,Into 1/8° Alum. (FIg. 9X NIA 3901bs N/A 380 Dm N/A 450 Ibs N/A 8901bs N/A 15321bs N/A 270 Ibs NIA 2801bs NIA 354 Ibs N/A 740 Ibs N/A , 4681bs NIA 5621bs NIA 1182 Ibs N/A 3281bs N/A 420 Ibs 2864 Ibs 660 Ibs 2 Anchors 45 4.88" Min. O.C. / F-Clip (Fig. 10):` 4 Anchors ®1.71" Min. 0.C. 1 F-Clip (Fig. 11): 590 Ibs 7001bs 5051bs 12951bs N/A N/A 4701bs N/A 533199 N/A N/A NIA 6521bs 8401bs 1120 Ibs FIGURE 1: • 0 0 0 00 00 00 00 0 0 0 • FIGURE 5: • • FIGURE 2: • 0 0 0 00 00 00 00 0 0 • 0 • FIGURE 3: • 0 0 • 00 00 00 00 0 0 • FIGURE 6: • • • 0 FIGURE 4: • • • 0 0 0 00 00 • • • • • 0 FIGURE 8: FIGURE 9: FIGURE 10 FIGURE 11 0 • - • • • 0 o• • O FIGURE 7 • • 0 • • • • 0 0 00 00 00 00 • 0 00 00 0 0 0 ANGLE CLIP (FIGURES 5 - 7) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP. x ( ANCHOR CAP.,,,,,*„.) =ANCHOR CAP..., `MULLION CAP.,, ,! USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .250" 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1--- 2.voa "--- -I 2 "X6 "X.25" MULLION 6.000" 8 a .-J 1 N (0 x pia LL�ox 2 1 z C3 r m z 0 .o PRODUCT REVISED as complying with the Florida Building Code j Acceptance No :, i ` . 4 Lx.iratio iitate ,. .: '!ji Miami h ade Product " i 1 , gip 00%1111i/0i lji \1\ N LYNN �,jj1 iii '" •' No. 58705 • A 0j( LLJ A. LYNNrfV?1L FL P.E.# 58705 TABLE 11A ' Mullion Capacity Table (ibs /ft2) 1.26" x 2.11" Tube Mull Opening Width (for vertically - spanning mullions) or Opening He ght (for horizontally -spann ng mullions) 50 In 80 in 70 in 80 In 90 in 100 in 120 in 140 In 160 in Rectangular Rectangular Loading ��,T Loading Trep/Tiiang. Loading Rectangular Loafing Trap/Triang. Loading Rectangular Loading TrapITdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Mang. Loading Rectangular Loading Trap/Trlang. Loading Rectangular Loading Trapp/Triang. Loading Rectangular Loading Trap/Triang. Loading fl G II _ Anchor Capacity Required Obs) MWfion Capacity per) 0.48 0.54" fl a l 4 Orr AA. li i ly ; 4p i Anchor Capacity Required pbs) m 1p G y z . 1p G it sZ l� a -L Anchor Capacity Required gin) �p i Mullion Capacity pb) AnchoorCapacity Required pbs) I+ 'Qy 2c, tq �i a', ,°e tQp 2 ii 4 Mullion Capacity f (om) 11.- tlp la {p I II g ��� 1432 ibs � 120.2 ��� ` �� � 90.1 320 80.4 526 403 � 81.4 411 317 80.1 53.7 526 403 � 79.1 411 72.1 526 403 � 78.8 411 314 60.1 40.3 628 403 � 78.6 411 314 51.5 34.5 526 403 134.1 78.6 cm' En 30.2 526 403 � 78.8 411 Ea 283 248 166 108.0 � ` `'' '+ , in 48.3 50.825 In 82.3 67.8 382 318 91.0 74.1 301 287 88.8 se.s 362 79.3 318 64.2 III 294 58.8 281 48.5 382 318 71.9 67.7 289 51.5 362 67.2 286 46.7 362 64.6 284 41.2 362 83.6 2/33 34.3 362 83.5 283 29.4 362 63.6 283 25.7 362 63.5 64 in 266 42A 318 53.6 263 37.7 318 50.8 250 33.9 318 49.5 249 28.3 318 49.1 248 24.2 318 49.1 248 21.2 316 49.1 80 in 18.8 213 23.7 169 16.6 213 22.2 167 13.3 213 22.0 166 11.6 213 22.0 iiimiiiiiiIIWigIIIiU 72 in 28.6 179 30.1 165 23.9 179 25.8 162 20.4 179 22.5 149 17.9 179 20.3 147 15.9 179 18.7 145 76 in 24.3 161 26.4 140 20.3 161 21.6 137 17.4 Eis 19.0 136 15.2 161 17.0 133 781n 22.5 162 23.6 133 10.8 182 19.9 131 18.1 152 17.5 128 TABLE 11B Anchor Capacity Table (Ibs) • Anchor Clip Patterns Substrate: 1 2.7k Concrete 3.5k Conn Hollow CMU Flllad CMU PT Wood Metal Anchor Type: 3118" Elco Ultracon 114" Etco Ultracon 6116 Elc° Ultracon 3116" Elea Ultracdn 1/4" Boo Ultracon 114" SS Eico AggreGator 6116" Elco Ultracon 114° SS Eico AggreGator #10 Steel Screw (G5) #12 Steel Sorew (05) #12 Steel' Screw (G5) Edge Distance (in): 1" 2 -1/2" 1" 2 -1/2" 3-1/8" 1" 2 -1/2" 1° 2 -1/2" 2° 3-1/8" 2' 0.48 0.54" 0.324" Embedment On): 1-314" 14/4° 1-314" 1-314" , 2" 1 -114" 1 -1/4" 1 -1/4° 1 -1/4" 1 -1/4" 1 -114" 2' 1 -318" 13/8" (see note 4) 4 Anchors @ 3" Min. O.C.1(2) 2x6 Angle Clips (Fig. 1): 760 Ibs 780 Ibs 880 Iba 1564 dbs 1 1895 Ibs 1 540 Ibs 560 Ibs N/A 760 Ibs 936 !ha 880 Ibs 2384 Ibs 1 6521bs 840 Iba 1 1432 ibs FIGURE 1: • • • • ANGLE CLiP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. ANCHOR CAPACITY ADJUSTMENT FORMULA: x ANCHOR CAP.,,,1 fi ANCHOR CAP.,, MULLION CAP.m„*„u USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18 -20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I-8-- 1.266" .125" 1.26" X 2.11" X .125" MULLION (INTEGRAL FIN MULLION) Alg qa A to co PRODUCT REVISED as complying with the Florida Building Code , Acceptance No Ex , iratio Mate ```ttti1111111 /, ‘\ .(LYNN 40 /, AZO •• �tiGEN•S •'•• i • ..w. ;-. * • No. 58705 �.4 {n 30 ti ��Q• $TATEOF .. .��` A. LYNN II'LLELR, P.E. FL P.E.# 68705 TABLE 12A Mullion Capacity Table (Ibsift2) 3.25" 30 DEG. AL BAY MULL Opening Width (for vertically- spanning mullions) or Opening Height (for horizontally -span ng mullions) 50 In 60 k 70 In 80 In 90 in 100 In 120 in 140 In 1601n Rectangular Loading Trap/rrtang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Traplidang. Loading Rectangular Loading ' Trep/Tdang. Loading Rectangular Loading Trap/Triang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Trian9. Loading Rectangular Loading Tiap/Triang. Loading Rectangular Loading Trep!Triang. Loading I E+ Anchor Capacity Required (lbs) Q Anchor Capacity Required (Ibs) :g• +��1 g Anchor Capacity Required (lbs) & .8 Anchor Capacity Required (lbs) O 170.0 4' ` •ate,- •d1�L 868 il � 170.0 .14 41 506 r,i Mullion Capacity Qo (lbs/R2) fljjj 992 170.0 a I Anchor Capacity m Required (the) .',i Mullion Capacity Obsfft2) Anchor Capacity ca Required Obs) ww t Mullion Capacity °o Obsfil2) . AI � 1240 Q Mullion Capacity (1 ) Anchor Capacity Required (lbs) P ilililIlilul 1700 1488 .. 170,0 :4' 521 170.0 f.11.- f 1735 .i Mullion Capacity o (lbs/tt2) P M. 11111111 521 P 1 149.1 P 1740 170.0 N Anchor Capacity Required Obs) • I._• Mull Length • 421n 170.0 620 170.0 435 170.0 744 170.0 478 48 In 50.6251n 170.0 170.0 708 747 170.0 524 170.0 56=2 170.0 : • + 896 170.0 170.0 584 631 : 170.0 170.0 992 1048 170.0 170.0 830 684 170.0 170.0 1133 1195 170.0 170.0 661 723 170.0 1275 170.0 677 170.0 1417 1700 680 152 2 1522 170.0 880 130.5 1522 170.0 680 114.2 1522 170.0 880 170.0 1346 170.0 747 164.2 170.0 758 , 138.9 1443 170.0 756 117.3 1443 170.0 758 102.6 1443 170.0 758 54 In 80 in 170.0 170.0 797 1385 170.0 612 170.0 950 170.0 =23 1063 170.0 170.0 691 797 170.0 167.0 1116 1218 170.0 170.0 764 878 170.0 140.1 1275 1218 170.0 170.0 „K 944 180.4 129.9 1218 170.0 159.8 8 936 144.3 116.9 ' 105.1 1353 133 1150 170.0 152.1 134.2 856 924 885 120.3 1353 170.0 881 103.1 1353 170.0 861 90.2 1353 170.0 861 97.4 87.8 1218 1150 146.1 126.7 913 871 83.5 75.1 1218 1150 146.1 128:2 913 870 73.1 65.7 1218 1180 148.1 128.2 913 870 63 In 170.0 930 170.0 Ellpil 1116 170.0 850 150.2 1160 188.8 933 131.4 1160 153.0 914 116.8 1150 141.9 698 66 In 170.0 974 170.0 789 15Z4 1048 165.8 881 130.8 1048 1164 114.3 1048 133.1 850 101.8 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 109.4 821 65.3 1048 108.2 818 57.1 1048 108.2 818 72 in 140.8 8 ' 764 11211 88+ 126.0 748 100.6 860 110.8 734 88.0 880 100.0 722 76.2 880 92.0 712 70.4 880 : + 58.7 880 79.2 693 50.3 880 76.5 688 44.0 880 78.4 888 76 In 78 In 901n 961n 119.7 110.8 72.1 59.4 790 �m 663 4 125.1 890 + Do 74.4 500 0 56 ®.� 108A 676 644 491 85.5 7 9 . 1 51.5 42.4 790 7 6 0 563 495 93.3 85 9 54.8 44.8 8 832 427 69.2 45.1 37.1 : + 750 83.9 77.1 652 621 86.5 790 76.9 843 59.9 790 71.7 835 49.9 790 85.1 824 42.8 790 62.1 819 37.4 790 81.6 617 61.5 750 70.6 812 5 5 . 4 750 65.7 605 48.2 7 8 0 59.4 594 39.8 750 58.2 588 34.8 750 85.5 586 883 495 48.0 39.13 478 421 40.1 583 33.0 495 44.4 38.1 468 415 38.1 29.7 583 495+ 40.9 482 30.0 24.8 583 495 36.2 29.1 452 400 25.8 583 33.3 445 22.5 583 31.8 442 21.2 495 28.6 394 1 18.8 495 25.0 390 108 in 41.7 391 42.8 353 34.8 391 35.9 348 29.8 391 ® 342 23.2 391 24.9 333 20.9 391 22.8 328 17.4. 391 19.7 321 14.9 391 17.8 315 111 in 38.4 370 39.2 335 32.0 370 + 330 27.5 370 325 I 24.0 370 26.3 320 21.4 370 22.8 316 19.2 370 20.9 312 16.0 370 18.1 305 120 In 144 In 30.4 17.6 317 220 30.9 289 25.3 �i11i■ 17.8 203 MI� 284 21.7 . 22.5 280 19.0 TABLE 12B Anchor Capacity Table (Ibs) Anchor Clip Patterns Substrate: F 2.7k Concrete 3.Sk Conc. Hollow CMU Filed CMU PT Wood Metal Anchor Type 3/18" Elco Ultracon 1/4" EtCO Uitracon 5/16" Elco Ultracon 3/18" Eico Ultracon 1/4" Elco Ultracon 1/4" SS Elco AggreGator 5/18" Elco Ultracon 1/4" SS Elco AggroGator 810 Steel Screw (05) 812 Steel Screw (G5) 812 Steel Screw (05) Edge Distance (In): 1' 2 -1/2" 1" 2-1/2" 3-1/6" 1" 2 -1/2" 1" 2-1/2" 2" 3.1/8" 2" 0.48" 0.54" 0.324 Embedment (In): 1-3/4" 14/4" 1-314" 1-3/4" 2" 1 -1/4" 1-1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-3/8" 1-318" (s ee note 4) 2 Anchors , 5" Min. O.C. t (2) 2x8 Angle Clips (FIg. 1): 390 Ibs 390 Ibs 450 lbs 890 Ibs 1700 Ibs 270 Ibs 280 Ibs 354 Ibs 740 Ibs 468 Ibs 720 the 1182 Ibs 326 Ibs 420 Ibs 580 Ibs 4 Anchors C3 3.5' Mtn. 0.0. / (2) 2x5 Angle Clips (Fig. 2): i 780 Ibs 1120 Ibs 780 Ibs 1120 Ibs 790 Ibs 958 lbs 1870 Ibs 2625 Ibs 2246 Ibs : 2254 Ibs 540 Ibs N/A 580 Ile 840 Ibs N/A N/A 1120 Ibs 1059 lbs 936 Ibs N/A 680 Ibs 1320 lbs 2364 Ibs N/A 652 ibs 978 Ibs 840 lbs 1260 Ibs 1120 Ibs 1680 lbs 8 Anchors @ 2.71" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3):i FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • • • ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,u,) )(j ANCHOR CAP. „T„ \ _ ANCHOR CAP.„ MULLION CAP.,„„„ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 30° BAY MULLION N V(0 Q ri O PRODUCT REVISED as complying with the Fh Tid Building Code A E{ By Mi Acceptance Na .0 B !Yi!" ' iratl nl �. am/ am ode Produc ° + trot ��ttilt /// �� 1.01 LYNN Nj "�, Ns; �.'ytCENS�r •'-. • y�ir 1 - No. 58705 r'fl + 4Fison • w STATE O • �((J ",, /ONA� A. LYNN MILLER, P,E. FL P.E.# 58705 TABLE 13A - Mullion Ca .achy Table (Ibs/ft2) 3.25" 46 DEO. AL BAY MULL Opening Width (for vertically- spanning mullions) or Opening He ght (for horizontally-spanning mullions) 50 In 60 In 70 In 80 in ' 90 in I 100 in 120 in i 140 in 180 in Rectangular Loading Trap/Tdang. Loading Rectangular Loading TraplTriang. Loading Rectangula' Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Tnap/Tdang. Loading ' Rectangular Loading Trap/Triang. Loading Rectangular Loading TrapfTriang.® Loading Rectangular Loading Trap/Tdang. Loading Rectangular Loading Trap/Tdang. Loading Mullion Capacity (lb) Anchor Capacity Required Os) Mullion Capacity (ibstit2) Anchor Capacity Required (lbs) Mullion Capacity {Ifs) Anchor Capacity Required (lbs) A. g Anchor Capacity Required (Ws) i �,` `s 2 cm ,A. .mss 2 g. G 4 e 4. 2c. :. 4 2 �G / a^ Anchor Capacity Required (Ibs) 2 Anchor Capacity Required (Ws) P a 11 Anchor Capacity Required (Ws) 1 2�. Anchor Capacity Required Qbs) f; § g 11 Anchor Capacity Required (Ibs) li :ig✓' ci ililililuul A' i : 890 Ibs 1700 lbs :i" _ Mullion Capacity (lbstf 2) Anchor Capacity Required (tbs) � 2 c. Anchor Capacity Required Os) s c72 'J a g - 42 In 170.0 620 1170.0 435 170.0 744 170.0 478 170.0 868 170.0 506 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 160.3 1871 170.0 521 48 In 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 880 163.7 1637 170.0 680 ( 140.3 1837 170.0 880 122.8 1637 170.0 880 50.625 In 170.0 747 170.0 683 170.0 898 .170.0 831 170.0 1048 170.0 684 170.0 1105 170.0 723 170.0 1345 170,0 747 170.0 1494 170.0 756 147.1 1552 170.0 758 128.1 1552 170.0 756 110.4 1552 170.0 756 54 In 170.0 797 170.0 612 170,0 056 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 155.2 1455 170.0 856 129.3 1455 170.0 861 110.8 1455 170.0 881 97.0 1455 170.0 861 801n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 157.1 1309 170.0 944 139.7 1309 110.0 998 125.7 1309 163.5 994 104.8 1309 157.1 982 89.8 1309 157.1 982 78.6 1309 157.1 962 63 In 170.0 930 170.0 745 170.0 1116 170.0 850 152.9 1247 170.0 940 142.5 1247 164.5 983 126.7 1247 152.6 965 114.0 1247 144.3 952 95.0 1247 138.2 936 81.4 1247 135.7 935 71.3 1247 135.7 935 86 in 170.0 974 170.0 789 170.0 1169 170.0 903 148.4 1190 163.7 965 129.9 1190 147.9 945 115.4 1190 138.5 928 103.9 1190 128.4 914 86.8 1190 119.5 898 74.2 1190 118.1 893 84.9 1180 118.1 693 In 161.6 1010 189.8 877 134.7 1010 144.8 859 115.4 1010 127.2 842 101.0 1010 114.7 82. 89.8 1010 105.6 817 80.8 1010 98.9 807 67.3 1010 90.8 795 57.7 1010 87.8 780 50.5 1010 87.7 789 76 In 137.4 906 143.6 792 114.5 906 122.0 775 98.1 906 107.1 761 i 85.9 908 96.2 749 78.3 908 88.2 738 88.7 908 82.3 729 57.3 808 74.7 718 49.1 908 71.2 710 42.9 906 70.8 708 78 In 127.1 881 132.5 754 105.9 861 112.5 738 90.8 881 98.8 725 79.4 881 88.5 713 70.6 861 81.0 703 63.8 861 75.4 694 83.0 881 68.1 681 45.4 861 84.5 675 39.7 861 83.7 672 90 In 82.7 646 85.4 574 68.9 648 72.1 564 59.1 848 82.9 554 [ 51.7 648 58.1 545 48.0 848 50.9 537 41.4 648 47.0 530 34.5 848 41.5 519 29.5 848 38.2 511 25.8 848 38.5 507 98 in 88.2 568 70.1 508 58.8 568 1 59.1 499 48.7 588 51.4 491 42.6 568 45.8 483 37,9 588 41.4 476 34.1 508 38.1 470 28.4 588 33.4 459 24.3 588 30.5 452 21.3 568 28.7 447 108 in 47.9 449 48.9 405 39.9 449 41.2 399 34.2 449 35.7 393 29.9 449 31.7 387 28.6 449 28.6 382 23.9 449 28.1 377 20.0 449 22.7 888 17.1 449 20.4 381 15.0 449 18.9 358 111 In 44.1 425 46.0 385 36.8 425 37.9 379 31.5 425 32.8 373 27.6 425 29.1 367 24.5 425 28.2 362 22.1 425 24.0 358 18.4 425 20.7 350 15.8 425 18.6 343 120 in 34.9 384 35.5 331 29.1 384 29.8 328 24.9 364 25.8 321 21.8 364 22.8 317 19.4 384 20.5 313 17.5 384 18.7 309 1441n 20.2 253 20.4 233 18,8 253 17.1 230 ' TABLE 13B Anchor Capacity Table (Ibs) Anchor Clip Pattems Substrate 2.7k Concrete 3.5k Conc. Hollow CMU Filled CMU PT Wood Metal Anchor Type: 3/18" Boo Ultra= 1/4" Elco Ultracon Elco Ultracon 3/16° 3/18° Elea Ultracon 1/4" Elco Ultracon 114" 3S Elco AggreGator 5118" Elco Ultracon 1/4" SS Elea AggreGator #10 Steal Screw (05) #12 Steal Screw (05) #12 Steel Screw (05) Edge Distance (in): 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2 -1/2" 1" 2 -1/2" 2" 3-118" 2" 0.48" 0.54" 0.324" Embedment (In): 1 -314° 1 -314" 1 -3/4" 1 -3/4" 2" 1 -1/4" 1 -114" 1 -114" 1 -1/4" 1 -1/4" 1 -1/4" 2" 1-318" 1318" (see note 4) 2 Anchors @V' Min. O.C. / (2) 2x5 Angle Clips (Fig. 1): 390 Ibs 390 Ibs 459 Ibs 890 Ibs 1700 lbs 2'70 lbs 250 Ibs 354 Ibs 740 Ibs 468 Ibs 7201bs 1182 Ibs 328 Ibs 420 Ibs 560 Ibs 4 Anchora @ 3.5" Mln. 0.0 1(2) 2x5 Angle Clips (Fig. 2): 780 Ibs 780 Ibs 790 Ibs 1870 lbs 2625 Ibs 540 Ibs 560 Ibs N/A 1120 lbs 936 Is 880 Ibs 2384 Ibs 652 Ibs 840 Ibs 1120 Ibs 8 Anchors a 2.71" Min. O.C. / (2) 2x5 Angle Clips (Fig. 3): 1120 Ibs 1120 Ibs 958 Ibs 2246 Ibs 2254 Ibs N/A 840 Ibs NiA 1059 lbs N/A 1320 Ibs N/A 978 Ibs 1280 Ibs 1680 ibs FIGURE 1: • FIGURE 2: • FIGURE 3: • • ANGLE CLIP (FIGURES 1 -3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THiCK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP..) X \ ANCHOR CAP.„,,„„.„) =ANCHOR CAP.,,, `MULLION CAP..,,,, USE THIS FORMULA TO.OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN 11' IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125" 45" BAY MULLION M rL MPACT RESISTANT ALUMINUM TUBE MULLIONS 8 a 0 J m W W W �sN O (0 z Z 1 I A m PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Ex iratronitate : 'lf, , By 1,/#L 1. • Produc ``lxtillii / /1 /J /' ,,.\\ ONE LYNN 4l /( "i,• fit; No. 58705 Kl� tt r3 o it 'tit.` STA E -1<%:•• •• P&OR1C�?:•'. ~� ',/;S,S,ONAL A. LYNI IWILLtFtt, P.E. FL P.E.# 58705 ---( 1.000" �-- 2.000" .125" .125" 1" X 2" X .125" MULLION 8063 -T6 ALUM. X- SECTION .375" MIN. .375" MIN. 2.000" 2.000" 1.000" I•--- 1" X 2" X .375" MULLION 6063 -T6 ALUM. X- SECTION STANDARD CLIP 6063 -T6 ALUM. X- SECTION .125" riiiiiiiii fIiicIiir' ii i!.160%," Ariii /i.6Ii iJi,IiZt 3.125" 2 5.500" -- 1.000" I- 1" X 2.75" X .375" MULLION 6083 -T6 ALUM. X- SECTION .125° 2 - •1 .740" h-- CUT HERE TO .375" _ CREATE F -CLIP, SEE MIN. DETAIL F, SHEET 4 Q11.15" MIN. O.C. a L_ 2 STANDARD CLIP 8063 -T6 ALUM. TOPVIEW 0.312" f U-CLIP 8083 -T6 ALUM. X- SECTION --I 1.000" 1" X 2.75° X .650" MULLION 6063-TO ALUM. X-SECTION .338" MIN. U -CLIP 6083 -T6 ALUM. USED FOR ALL 1 "X2 "AND 1" X 2.75" MULLIONS, SHEETS 5-8 0.225" TYP. TOPVIEW .338" MIN. U -CLIP T6 ALUM. 1" X 3.125" X .500" 8083 t� 114 MULL ONLY, SHEET 9 TOPVIEW e .338" MIN. U-CLIP 8063 -T6 ALUM. 1.25" X 3.188° X .285° MULL ONLY, SHEET 12 TOPVIEW OFFSET CLIP -125" 6063 -T6 ALUM. TOPVIEW .740" { 2 TABLE B _..I i"'- -.125" 2.000" L 3.125" I- 1.000 " -I 1" X 3.125" X .5" MULLION 6083 -T6 ALUM. X- SECTION 2X5 ANGLE CLIP 6063 -T6 ALUM. X- SECTION .125" ziiiieiii .iuiiizEr i . i .weiz riiriei chili 5.000° .375" MIN. 0.312" MIN. 2X5 ANGLE CLIP 6063 -T6 ALUM. TOPVIEW 3.188" I-- 1.250 " --I .125" .265" 1.25" X 3.188" X .265" MULLION 6063 -T6 ALUM. X- SECTION Mull Dimension (sheet #) POT Part # Mullion I Std. Clip f Offset Clip' U -Clip I Angie Clip 1" X 2" X .125" (5) 66605 666113M 6661118M 666243M 666511 M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375" (7) 86607 666115M 6661120M 666245M 666513M 1" X 2.75" X .650" (8) 66608 666116M 6661121M 666246M 668514M 1" X 3.125" X .500" (9) 66637M 6661116M 6661114M 666242M 666515M 1.25" X3.188" X .265" (12) 86641M 6661117M 6661113M 666241M 666516M 1.26" X 2.11" X .125" (15) 69370 N/A N/A N/A 686517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. TABLE A --- 1.286 " --1 .900" 1.26° X 2.11" X .125" MULLION 6063 -T6 ALUM. X-SECT1ON Dimension Value (In) For Mullion: A 1.625 B 2.654 1" X2" X.125" C 0.895 Aluminum D 0.740 Tube Mullion E .450 Min. - A 1.125 0 2.404 1" X2" X .375" C 0.635 Aluminum D 0.490 Tube Mullion E 0.450 A 1.875 B 3.000 1" X 2.75 "" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 B 3.000 1" X2.750 X C 0.476 .650" Aluminum D 0.836 Tube Mullion E .450 Min. A 2.000 B 2.637 1" X 3.125" X C 0.863 .500" Alum D 1.137 Tube Mull E .450 Min. A 2.625 0 3.262 1.25" X3.188" C 0.862 X .265" Alum D 1.762 Tube Mull E .450 Min. 1.26"X2.11 "X A 1.813 .121" Alum Tube Mull 0 al o f U! 0 W d 0 CO 0 H _Q co Za LL L Q Ai Z Z. o co O Y O 1 PRODUCT REVISED as complying with the Florida Building Cade Acceptance No E t iiationate ` i Miami .ado Praduc li: * No. 58705 • * J r(3 it : :fl••' STATE F •,,1�js`��QVAL'�.�,�. 1 �� A. LYNN M!LLR, P.E. FL P.E.# 56705 i --t 1.000" -t- - 1.000" �---. 4.000" .125" 1 "X4 "X.125" MULLION 6063 -T6 ALUM. X- SECTION .125" .125" 4.000" 1 "X4 "X.375" MULLION 6063 -T6 ALUM. X-SECTION 2.661 " ---� 1.377" .125" 30° BAY MULLION 6063 -T6 ALUM. X- SECTION .228 "] .375" MIN. 2.000" i r 4:401/ZI:1,44///ZWAI,744r/Arl%6460WIX/".09X&W/ArZ AK" .125" .740" 2.125" .125" STANDARD CUP 6063 -T6 ALUM. X- SECTION 5.500" CUT HERETO 3.125" „ ' I _ CREATE F -CLIP, SEE 1 [•375 1 I DETAIL F, SHEET 4 2.875" C 1.15" MIN. O.C. 0 0 0.312" .375 "4 MIN. 45° BAY MULLION 6063 -T6 ALUM. X- SECTION NOTES: STANDARD CLIP 8083 -T6 ALUM. TOPVIEW 5.500" 2.250" 1.15" MIN. O.C. 0 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. .tL 0 0 0.312" 0 .375" 3.000" 125" U -CLIP 6063 -T6 ALUM. X-SECTION U-CLIP 6063 46 ALUM, USED FOR ALL 1" X 4" MULLIONS. SHEETS 104%11 TOPVIEW .740" i-" -1 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 6063 -T6 ALUM. TOPVIEW TABLE D TABLE C 2.000 ! H-.125" .125" 2X5 ANGLE CLIP 6083 -T6 ALUM. X-SECTION 5.000" 0.312" Q .375" MIN. 0 0 o 2X5 ANGLE CLIP 6063 -T6 ALUM. TOPVIEW Dimension Value (in) For Mullion: F 3.687 1 "X4 "X.125" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1" X 4" X .375" G 0.7757 Aluminum H 2.430 Tube Mullion F 2.813 30° Bay Mull F 2.875 45 °Bay MuII Mull Dimension (sheet #) PGT Part # Mullion Std. Clip Offset Clip 1.1-Clip Angle Clip 1" X4" X.125" (10) 69364 666111M 6661122M 686241M 666518M 1" X4" X.375" (11) 66610 666112M 6661123M 666242M 666519M 30 Degree (16) 66649 NIA N/A N/A 6665110M 45 Degree (17) 66650 N/A N/A NIA 6665111M .375" MIN. 2.71" MIN. O.0 (BAY MULLS) 3.00" MIN. O.C. (1" X 4" MULLS) mi 0 6 to g g Z gz ill r z z Z c A° O D z I r 1 PRODUCT REVISED as complying with the Florida Building Code Acceptance No - I ` Ex.iration pate VarilrAs 4 BY Miami fade Pro 0\1111 H /ill �`�0��LYNNM /, • 'fir ` No. 58705 11 0• STA�� .. LOR10Q• A. LYISI(I/M'i'LLA, P.E. FL P.E.# 58705 lelii I TE F TABLE E Mull Dimension (sheet #) PGT Part # Mullion I Std. Clip U -Clip Angie Clip 2" X 4" X .25" (13) 66602 666261M 666271M 6665112M 2" X 6" X .25" (14) 66604 666262M 666272M 6665113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2 -4 FOR GENERAL INSTALLATION METHODS. .250" .250" 4.000" 2" X 4" X .25" MULLION 6063 -T6 ALUM. X- SECTION 6.000" 2 "X6 "X.25" MULLION 6063 -T6 ALUM. X- SECTION 2.000" 2 0 t J f j 1 f 0 11 .Ii,i, -- iiriiir/ /, -irzi.ii ii STANDARD CLIP 6063 -76 ALUM. X- SECTION .125" CUT HERETO 1 CREATE F CLIP, - SEE DETAIL F, SHEET4 .375" .375" MIN. 3.500" 2.620" STANDARD CLIP 6083 -T6 ALUM. TOPVIEW 5.500" CUT HERE TO 1 CREATE F -CLIP, _ SEE DETAIL F, r SHEET 4 1.715" MIN. O.C. 0.312" .375" MIN. 4.688" 2.820" STANDARD CLIP 6063 -T6 ALUM. TOP VIEW 5.438" 2 -.11-.125* 2.125" U-CLIP 6063 -T6 ALUM. X- SECTION .125" i U -CLIP 6063 -T6 ALUM. USED FOR 2" X 4" MULLION. SHEET 13 TOPVIEW 0.225" 2 .375" 5.438" U -CLIP 6083 -T6 ALUM. USED FOR 2" X 6" MULLION. SHEET 14 TOPVIEW 2.000" 2 3.438" 2 5.438" 2X5 ANGLE CLIP 6083 -T6 ALUM. X- SECTION 5.000" - 3.000" MIN. O.C. L.375 " 0.312" 0- 2X5 ANGLE CLIP 6063-76 ALUM. TOPVIEW MIN. .375" MIN. 2X5 ANGLE CLIP 6063 -T6 ALUM. TOPVIEW Tie: IMPACT-RESISTANT ALUMINUM TUBE MULLIONS ' Description: rormiT MULLION AND CLIP DIMENSIONS C Series: Scale: Drawing No. NIA A 630 s� N! 6300JR 20of 22 1070 1 , DRty .. Drawn J ROSOWSKI 08/29/11 rate: Rix '� P.O. YEN= z 34275 Rev. By: Date: Revision; NOKOMM. FL 34274 • FL CERT. OF AUTH.#29296 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex, iration Date 13y Miami . ade Produc ��t11111�/ `� ©�,( 4YNN 414l * No. 58705 • • aA� 11 ��Q • STA E OF �tl P ���'•. FLORIDA•• (" \' • //SSJONA\- %`,` A. LYNN 1MIILII.IER, P.E. FL P.E.# 58705 r 11= EXAMPLE 1: SINGLE VERTICAL MULLION 72" MULLION LENGTH NO ANCHORS IN HEAD L___J NO ANCHORS IN WINDOW SILL 32° -1WIDTH MULL WIDTH OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01 -60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32 " +32 +1" =65 ". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0 /- -60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72 ", OPENING WIDTH = 70 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72 ", OPENING WIDTH = 70 ") HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/ -60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X { 636 LBS) 72.7 PSF = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) EXAMPLE 2: MULTIPLE MULLIONS 32" r VERTICAL I' MULLION L LENGTH OPENING HEIGHT FOR HORIZ. MULLION 7 SEE FENESTRATION PRODUCT'S APPROVAL -�- SEE DETAILS, SHEETS 2-3 38 °, HORIZ. MULL LENGTH 1" SEE DETAIL E, SHEET 3 SEE DETAILS, SHEETS ir 2-3 r— L__ 7 I 38 ", HORIZ. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/ -56.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1° WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32 "+72" +1 "= 105" AND THE OPENING WIDTH IS 36 "+36 " +1" =73 ". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/ -55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1 "X 2.75" X .375" MULLION (LENGTH =108 ", OPENING WIDTH = 80 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ -15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (LENGTH =108 ", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/ -64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36" +36 " +2 " =74 ", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35- 1/2 " +35- 1/2 " +2 " =73 "). 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -112" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH 15 36" AND THE OPENING HEIGHT IS 32 "+72 " +2" =106 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION ((P LENGTH • 42 ", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +/ -170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY 18 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE 15 A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1 -64.7 PSF FROM THE VERTICAL MULLION; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/ -64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 6 W J 0 N N 1 —sre - M CO 1 m to O Ice O• k PRODUCT REVISED as complying with the Florida Building Code Acceptance No 9 • 1 13x iratian Tate /AiriW( I if / \\'`0 `t ..YNIY l„4,t „. �r ti •. * '.- -� No. 58705 A SI0N\- A. LYNNIM1 `LftR, P.E. FL P.E.# 58705 ^�`-- SEE FENESTRATION PRODUCT'S APPROVAL - SEE DETAILS, SHEETS 2 -3 4 4 / - SHSHEETS 23 -..r L___J NO ANCHORS IN WINDOW SILL 32° -1WIDTH MULL WIDTH OPENING WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.01 -60.0 PSF. 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32 " +32 +1" =65 ". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0 /- -60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75" X .375" MULLION (LENGTH = 72 ", OPENING WIDTH = 70 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1" X 2.75" X .650" MULLION (LENGTH = 72 ", OPENING WIDTH = 70 ") HAS A DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/ -60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X { 636 LBS) 72.7 PSF = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) EXAMPLE 2: MULTIPLE MULLIONS 32" r VERTICAL I' MULLION L LENGTH OPENING HEIGHT FOR HORIZ. MULLION 7 SEE FENESTRATION PRODUCT'S APPROVAL -�- SEE DETAILS, SHEETS 2-3 38 °, HORIZ. MULL LENGTH 1" SEE DETAIL E, SHEET 3 SEE DETAILS, SHEETS ir 2-3 r— L__ 7 I 38 ", HORIZ. MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8 ". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/ -56.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1° WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32 "+72" +1 "= 105" AND THE OPENING WIDTH IS 36 "+36 " +1" =73 ". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/ -55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1 "X 2.75" X .375" MULLION (LENGTH =108 ", OPENING WIDTH = 80 ") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/ -15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION (LENGTH =108 ", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +/ -64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36" +36 " +2 " =74 ", NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35- 1/2 " +35- 1/2 " +2 " =73 "). 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -112" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH 15 36" AND THE OPENING HEIGHT IS 32 "+72 " +2" =106 ". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2" X 4" X .250" MULLION ((P LENGTH • 42 ", OPENING HEIGHT =120") HAS A DESIGN PRESSURE OF +/ -170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8 ", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U -CLIP SHOWS THE ANCHOR CAPACITY 18 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE 15 A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1 -64.7 PSF FROM THE VERTICAL MULLION; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/ -170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/ -64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 6 W J 0 N N 1 —sre - M CO 1 m to O Ice O• k PRODUCT REVISED as complying with the Florida Building Code Acceptance No 9 • 1 13x iratian Tate /AiriW( I if / \\'`0 `t ..YNIY l„4,t „. �r ti •. * '.- -� No. 58705 A SI0N\- A. LYNNIM1 `LftR, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS ;El/DM P — r��!' °SSO % I HINGED .DOOR I — A°10 //010r I// 0j0 1$ - A I Oo --, l E — I LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS /DM SH/DH LOADING OF HORIZONTAL MULLION -WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALffRIANGULAR LOADING: PW .ice VAIPAVAMirW.eiVAIPAVIiiw. Vor SGD L LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW irwi∎∎•∎• rrrrri ■�. "AI rrii Ir ,milli dOrPri' 4/I 0 010 HINGED DOOR LOADING OF HORIZONTAL MULLION c> <=i il SGD N LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. N N N 0 CO Z LL 0 7Q L CO 0 .o g PRODUCT REVISED as complying with the Florida Michng Code cccptance No E,piratiop Pate By Miami ado Produe .1 .0 ,011 e1 * W %%.0*A . FLOR1pP. ,, Cs ''l,, SSIONR\ ;'‘ A. LYN1 MILL! P.E. FL P.E.# 58705 ;El/DM /DM SH/DH LOADING OF HORIZONTAL MULLION -WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDALffRIANGULAR LOADING: PW .ice VAIPAVAMirW.eiVAIPAVIiiw. Vor SGD L LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS PW irwi∎∎•∎• rrrrri ■�. "AI rrii Ir ,milli dOrPri' 4/I 0 010 HINGED DOOR LOADING OF HORIZONTAL MULLION c> <=i il SGD N LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. N N N 0 CO Z LL 0 7Q L CO 0 .o g PRODUCT REVISED as complying with the Florida Michng Code cccptance No E,piratiop Pate By Miami ado Produe .1 .0 ,011 e1 * W %%.0*A . FLOR1pP. ,, Cs ''l,, SSIONR\ ;'‘ A. LYN1 MILL! P.E. FL P.E.# 58705 I�r Hf.A0/SILL CORNERS 72" WINDOW WIDTH 3 1/2" MAX. HEAD /SILL CORNERS FALSE, MUNTINS (SURFACE APPLIED) MAY 8t' USED ECO- -GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 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. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 32 3/4" D.L. OPG. FALSE MUNTINS (SURFACE AY BE USED TYPICAL ELEVATIONS 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY ' DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'A' z R 111" WINDOW WIDTH 4" 10 5/8" MAX. 0 1 1 b HEAD /SILL CORNERS 1 1 1 / /i — — --- T - 1 B /. // - --7 i -- 1/ % t I / _— IT - - -7 I 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH 1/8" HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT STREN'D. GLVS SILICONE " ' DOW CORNING 899 GE SCS 2000, GLASS TYPE 'B' GLAZING OPTIONS 1 32 3/4" D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED.: f Engr: JAVAD AHMWD CIVIL FLA. PE # 70592 C.A.v. 35391 , PRODUCT REVISED as ceinplying with t e Ftedda Buildltig Code f 2.17221. D5 Acaenten: Nn I iration Date Miani ' , e 4t , , ,. J Z Ot O. fro ag 17 t{ g ��Q 8 Je d§ 0 0 a ci I1 fi 0 0 a .0 Vl c 0 ;? 0 8 0 0 0 c 0 N 0 1 drawing no. W09 —12 sheet 1 of 7 3 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A iY_0 REINF --TYPE WITH REINF. A " -- GLASS 'A' GLASS TYPE 'B' WIDTH HEIGHT E-X'F INT.(- TEXT.(+) INT.( -) INT.( -) 26-1/2" 37" 53-1/8" 74" 26" (3) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 38 -3/8" (3) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 50-8" ' 4} 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80,0 90.0 - - --74/� 12 8 X0.0 60.0 80.0 90.0 9" -j2 63" (5) 4 70.0 80.0 80.0 90.0 26 37" 53-1/8" 74" 4 68.9 77.5 80.0 90.0 6 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 80.4 24" 36" 48" 60" 72" {2} 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 24" 36" 48" 60" 72" {3} (3) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 24" 36" 48" 60" 72" ,, 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 24" 36" 48" 60" 72" " {5} 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 70.0 80.0 90,0 6 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB i LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR O DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS, A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) INT.( -) EXT.(+) INT.( -) 74" 106-1/4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 12 70,0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 108-1/4" 111" 38 -3/8" (3) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 106-1/4" 111" 50 -5j8" (4) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 106-1/4" 111" {5} 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 82.6 12 70.0 70.0 80.0 80.4 72" 84" 96" 108" 24" (2) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96" 108" 36" (3) 9 70.0 80.0 80,0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96" 108" 48" (4) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70,0 80.0 80.0 90.0 72" 84" 96" 108" 60" (5) 9 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 12 70.0 70,0 80.0 90.0 12 70.0 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1 /3w) (1 /3W) (1 /3W) 46 W j0 REINF. WITH REINF. OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W j0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE '0' WIDTH HEIGHT EXT.( +) INT.( -) EXT.(+) INT.( -) 74" 106-1/4" 111" (3) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 106 -1/4" 111" 38-3/8 . (3) 9 70.0 80.0 80.0 90.0 12 - - 80.0 90.0 12 - - 80.0 90.0 74" 50-5/8" (4) 9 70.0 80.0 80.0 90.0 74" 63" (5) 9 70.0 70.0 80.0 90.0 72" 84" 96" 108" 24" (2) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96" 108" 36" (3) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 - - 80.0 90.0 72" 84" 96" (4) 9 70.0 80.0 80.0 90.0 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 72" 60" (5) 9 70.0 70.0 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1 /4W) (1 /2W) (1 /4w) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -- DEC -219 -En g AVAD AHMAD IVIL FLA. PE # 70592 C.A.N. 453s 2412 PRODUCT REVISED as complying with the Florida Building Cede Accsptswoe No E iration Data '.' Miam r ; de ' et m 4"9 0 N 0 I 8 2 J th 1 at 53 to La to Z 5?!; u. i N.o ( �(} J ng r { in 0 N a 0 a TO 2010FBC n. 0 0 8 0 0 drawing no. W 0 9 -12 (sheet 2 of 7 ) 4 1BY WOOD BUCK 4.4 J 4 n A z 1 .4 • W • 4•Q 4 44 awl TYPICAL ANCHORS SEE ELEV. FOR SPACING m Q T ' - 0 J a 0 r1 W W AUI_ 4 44 0 8 x @@ D a 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING I tra'41011,A1P3MPWAIII.W.101■Ar.■iiVANOr M■■ -..: = -'�► MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Buz TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W 1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Ii'' Wg 2 ,~ Wcam. CV ta tX S2 IA 0 � O N I trrrrr �rrfialir 1 _.....I.PlIiilliWil v . 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING o a z TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu =120 KSI, Fy =92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MiN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN, C -90 HOLLOW /FILLED BLOCK. AT. JAMBS f'm = 2000 PSI MIN. Engr: JAAVAO AHMAII CIVttt . FLA. RE # 70592' ' • C.R.N. 3538 PRODUCT REVISED as complying waft Florida Building Code Acceptance No nation Date Dade Pro t .ntr,. co a. U c 3 i -J 0 at tel w(" Zr) 4' O z tr) -1 M hg r-. 0 i C U N O) 0 a .0 N 8 0 0 r`i is m II .o drawing no. W09 -12 sheet 3 of 7 1,./4" MAX. 1/4" MAX. SHIM SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL. STRUCTURE STEEL REINFORCING AS READ. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH 1BY WOOD BUCKS XO LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM VENT WIDTH D.L. OPG. VENT WIDTH SHIMS D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD B ►� •R WOOD STRUCTUR -- SCREEN OPT D.L. OPG. EXTERIOR STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY 1BY ? WOOD BUCKS WINDOW WIDTH XOX LAYOUT MIAMI —DADE COUNTY APPROVED MULLION SE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT. PRODUCT REVISED Ftottaa es complying with Bnildiisg Code Acceptance No . • e/`- .1 Expiration Date rlci'`ir ,IV 0 iadePeadttet drawing no. W09 -12 WINDOW WIDTH WINDOW WIDTH ) ALT. ALT. a• O • TYPICAL ANCHORS SEE ELEV. FOR SPACING St;* Lit mien rl� IMPIT h • O , TYPICAL ANCHORS SEE ELEV. FOR SPACING A • 9 7. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING l I `CrHWI rI► Win- MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS 4 A 4 4 A -.4 4 • • A ALT, INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD 5 AMAD CIVIL FIA, PE .t 70592 • C.A.N. 838 PRODUCT REVISED as compiying•with the Florida Building code Aeceptanoe No & Q 2 . UP Expiration Date VII'' VR/ 1 f min i : de Product 4;7' z F w ga 8 .7 0 Q dQ 8 W46 10 r-, 0 0 N_ 0) 0 7rJ o, 0 0 �-I (if La to w a O n Z S Z U w• ° 0 m sfi 14 0 0 a V. O at drawing no. W09 —12 (sheet 5 of 7 3.249 .813 1.140 1.610 FRAME HEAD .715 1.0671 .062 �I —1.140-1 1.434 .813 VENT TOP /BOTTOM RAIL 3/16" ! I kr-7 kiF.M 12 STEEL REINFORCING FRAME SILL JAMB STILE .519 .719 045 .803 b -�I 1.047 - to GLAZING BEAD MEETING RAIL SILL TRACK .500 1.187 2.750 2.812 874 k-- 1.687 MOV. FRAME JAMB 0 FIXED MTG. RAIL .750 r- .062 2.812 2.750 .969 1.688 0 FIXED FRAME JAMB 2.688 769 FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 FY201 1 FRAME HEAD 6063 -T6 - 2 FY202 1 FRAME SILL 6063 --T6 - 3 FY203 1 SILL TRACK INSERT 6063 -T6 -- 4 FY205 AS READ. MOV. FRAME JAMB 6063 -T6 - 5 FY101 AS READ. FIXED FRAME JAMB 6063 -T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063 -T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063 -T6 - 8 FY206 1/ VENT JAMB STILE 6063 -T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063 -T6 - 10 FY108 AS READ. GLAZING BEAD 6063 -T6 - 11 - AS READ. REINFORCING BAR STEEL - 12 - AS READ. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063 -T6 USE AS READ. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1" AS REQD. FRAME /VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H, SMS 19 W23181 AS READ. FIN SEAL W'STRIPPING - ULTRAFAB 20 0300T190 AS REOD. BULB SEAL 0 -LON SCHLEGEL 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65 ±5 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65 ±5 23 FLB -50 AS READ. GLASS SPACER SILICONE FRANK LOWE 24 SL2O3P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063 -T6 OPTIONAL Engr:. JAVAD; AHM'AD •CML FLA. PE 1/ 705.92 '. C.A.N.j 568 ` O1z ?RODU R.�D es complying CT wEVISith t e Ftvrtda Building Code A ptanoeNot - !1221. (i5 ion Date .rI�S'Lfk! -r 1 /- M h d9 Product, z co 0 H O 0 it 0 a 8 0 aa2 Q *tzE az' °- Q Egg g U N E 8 zd a. 0 U { C y 43 0 0 N O N 0 n is ) drawing no. W ©9--12 (sheet 6 of 7 Cs\ , ----, \ 0 0 AIII.lr .1ILA „ . ----Vvwk - \\ ,. -€4- m----- -- - ___,, e \,„\ ‘\- xlir,i.'A,,,,\A„ \ 0 v...:,&\.\ i ` 1 ......7v A-„,..7 \ ‘i) \ 1%) ‘4. e ‘i? .. m N KO Plie'pl •„ter :, ''+t i UPI kali 7k ttt. 213.. • ' 0. dote 02_24 -09) (revisions: � [ECO. D SERIES-200 ALUM , ROLLING WDW. (LM,. }) AL- FAROOQ CORPORATION a rn 2 no dote by description ENGINEERS & PRODUCT DEVELOPMENT -� CO �. ��: 1/2° = 1' A 04.17.09 NO CHANGE THIS SHEET ECO WINDOW SYSTEMS, LLC. 123-5 S.W. 87 AVE f ,1 tp B 01.31.12 NO CHANGE THIS SHEET 7955 NW 77th. AVENUE MIAMI, FLORIDA 331.74 C • ! (&. by HAMIO MEDLEY, FLORIDA, 33166 E (305) 264$100 FAX. (3055) 282.6978 v N P Ichk. by TEL (305) 882 -1144 FAX (305) 885 -5902 COMP- ANNW09- 12ECO) VENT TOP /BOTTOM CORNERS FIXED MT9, RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER PRODUCT REVISED as complying with the Florida Building Code e ooe No i!%i'.�I, '05 AceEx �'rati pta i Date drawing no. W09 --12 (sheet 1 of 5 ) 0 FRAME HEAD /SILL /JAMB I .750 r_ T--- 813 .803 .0501— GLAZING BEAD 1.0701 5 .050 ANCHOR COVER FLUSH FRAME ADAPTER ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 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. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. / FALSE MUNTINS (SURFACE APPLIED) OPTIONAL • WINDOW WIDTH D.L. OPG. 6" MAX; HEAD /SILL CORNERS t 2 MAX. 4EAD /SILL TYPICAL ELEVATION GLASS D.L.O. DIMS, D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" D.L.O. WIDTH = WINDOW WIDTH — 3.625" THESE WINDOWS ARE1 RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT ,REQUIRED. ..Enpr.• HMAD ` • 'UAL •FLA. PE 70592 S .A,,sN, x`35 PRODUCT REVISED m complying with dm Vidal Building Code AesoeptanoeNo (- • es ►e5 Brt•!rationDat= ,li'17 WMV'i �lr... __gig/ By Miam 1 l tie 0 o 0 tl 0 pv a ) N 0 Qom} 0 u) v 0 0 6 0 t _o 1 drawing no. W09 -20 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'C' GLAZING OPTIONS a WINDOW WIDTH WINDOW WIDTH Wt1VbOW WIDTHp; W. WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - PSF--__ 'WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1 NT.( -) EXT.(+) 1T {_� 24" 75.0 80.0 80.0 90.0 30" 75.0 80.0 80.0 90,0 36" 75.0 80.0 80.0 90.0 42" 36" 75.0 80.0 80.0 90.0 48" 75.0 80.0 80.0 90.0 54" 75.0 80.0 80.0 90.0 60" 75.0 80.0 80.0 90,0 66" 75.0 80.0 80.0 90.0 2" 75.0 80.0 80,0 90.0 75.0 80.0 80,0 90.0 0" 75.0 80.0 80.0 90.0 6" 75.0 80.0 80.0 90.0 /42" 48" 75.0 80.0 80.0 90.0 / 48" 75.0 80.0 80.0 90.0 54" 75.0 80.0 80.0 90.0 60" 75.0 80.0 80.0 90.0 68" 75.0 80.0 80.0 90.0 72" i 75.0 76.6 80.0 90.0 24" 75.0 80.0 80.0 90.0 30" ; 75.0 80.0 80,0 90.0 36" 75.0 80.0 80.0 90.0 42" 60 75.0 80.0 80.0 90.0 48" �- 75.0 80.0 80.0 90.0 54" 66.8 71.3 80.0 90.0 60" 60.2 64.2 80.0 90,0 66" 60.2 64.2 80.0 90.0 60.2 64.2 80.0 96.0 24" 75.0 80.0 80.0 90.0 30" 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 42" 72" 75.0 80,0 80.0 90.0 48" 75.0 76.6 80.0 90.0 54" 66.8 71.3 80.0 90.0 60" 60.2 64.2 80.0 90.0 24" 75.0 80.0 80.0 90,0 30" 75.0 80.0 80.0 90.0 36" 84" 75.0 80.0 80.0 90.0 42" 70.0 70.0 80.0 90.0 48" 65.6 65.6 80.0 90.0 54" 64.3 64.3 80.0 90.0 24" 75.0 80.0 80.0 90.0 30" 75.0 80.0 80.0 90.0 36" 96" 75.0 76.2 80.0 90.0 42" 64.8 64.6 80.0 90.0 48" 59.9 59.9 80.0 90.0 24" 75.0 80.0 80.0 90.0 30" 108" 75.0 80.0 80.0 90.0 36" 74.5 74.5 80.0 90.0 42" 61.5 61.5 80.0 90.0 24" 75.0 80.0 80.0 90.0 30" 120" 75,0 80.0 80.0 90.0 36" 74.5 74.5 80.0 90.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 26 -1/2" 37" 53 -1/8" 74" 26 -1/2" 37" 53 -1/8" 74" 26-1/2" 37" 53 -1/8" 74" 26 -1/2" 37" 53 -1/8" 26 -1/2" 37" 53 -1/8° LENGTH (L) GLASS TYPE 'C' EXT.(+) 1 NT.( -) 01488 TYPE 'D' EXT.( +) 38 -3/8" 50 -5/8" NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). drawing no. W09 -20 1BY WOOD BUCK • • .a • b • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 4... 0 i; i1 a. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. v. 1BY WOOD BUCK D • • TYPICAL ANCHORS SEE ELEV. FOR SPACING 2= 0OD BUCK OR WOOD ST URE TYPICAL ANCHORS SEE ELEV. FOR SPACING z TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu= 120 KSI, Fy =92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i114 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EQGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK f'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. nflr: JAVAD • fL . PE #70592 C.A,N. 4548 PR0DUCTREV as complying with the Florida ;wilding Code Ixcceptaaoe No » / — - irati. Date fiT41141V • fre ''Miatn t e od et lir ,10 4g4t) COMP - ANL \W09- 20EC0) t 6 0 Z 0 1. tli 0 0 8 0 0 pN 0 t drawing no. W09-20 sheet 3 of 5 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 FY301 2 FRAME HEAD /SILL /JAMB 6063 —T6 — 2 FY302 AS REQD. GLAZING BEAD-- 7/16" GLASS 6063—T6 — 3 FY303 AS REQD. ANCHOR COVER 6063 —T5 -- 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER — 1/8" HIGH SILICONE FRANK LOWE 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063 —T6 OPTIONAL MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA t /8" THK. ALUM STRAP WELDED JOINTS TYPICAL ANCHORS SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS CORNER DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4" MAX. 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE z O Z W o • ta if. o O • O Q m,Q4 re co • '10 LL i 4 i 0 z 0 Y WOOD B •R WOOD STRUCTUR EXTERIOR D.L. OPG. 1BY WOOD BUCKS Engr: .J�tuAD AtiMAD • ' • �tVll \ LA. PE # 70592. C. Ns )3zi'38 PRODUCT REVISED as complying with the Florida Building Code J ) Q�� Acceptanoe No 4 VA iration Dat By Mien Dade Product c WINDOW WIDTH 0 a. c 0 QI 2 0 v O c O N 6 6 6 te fa drawing no. W09 -20 sheet 4 of 5 (sheet 5 of 5 ) a. :t !if ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING A. . — -- "'wilt im"P01114i11111 nom 1�7 'TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL . STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ``t .,CIVIL' FIA. PE 1) 70592 ca:l PRODUCT REVISED as complying with the Florida Building Code acceptance No i2- rtx . iration Date 02 Af 174.gfinfO: lAilk -AI Miami de Froduet Cantr m tift z 0 $ g is u. 0 0a.<A 00q.ai f x COMP- ANL \W09 -20EC0 0 a,i 0 +R 0 to ti c 0 a 0 0 1 z a iv •0 drawing no. W09 -20 (sheet 1 of 9 ) SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 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. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE `GL' 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 / GLASS TYPE 'G2' .090" INTERLAYER SAFLEX 1110 BY 'SOLUTIA' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 SETTING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ST. STEEL METAL SPACER GLASS TYPE 'G2' SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS —•En J±`Y4I A,HMAD ' CIVIL THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. if ailbShe tAlt L JIMINdaar Pe f 70597, t CAN. 538 , 1 t• t,l ,8 12 J Z n O a 0. cc 1 o g hh g4c"32i Q W tl O V W CO N Jz tti. m v t v • t 0 t 0 0 a U 0 0 _ u3 0 1 N M i 0 •0 II gM N drawing no. W12 -08 J 5" MAX. HEAD /SILL CORNERS 39 3/4" MAX. FRAME WIDTH 12" MAX, HEAD SILL co LEAF HEIGHT LOCK OPTION SEE SHEET 7 ACTIVE SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH (x) y mw v DOORS LOAD CAPACITY - PSF SINGLE DOORS (x) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.( +) INT. { - ) 39 -3/4" 37" 98" 70.0 75.0 CO 1— SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED K7 76" MAX. ----FRAME WIDTH -j - HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 5" MAX. HEAD /SILL CORNERS I2� MA)( -. HEAD SILL 4) / 11 , 11 11 / II 0 \ LOCK OPTIONS /SEE/ SHEET 7, // INACTIVE 26 15/16" D.L OPG. \ / ACTIVE 26 15/16" D.L. OPG. 37" MAX. X1 LEAF WIDTH o- DOORS LOAD CAPACITY -_ PSF - DOUBLE (XXV DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.( +) INT.( -) 76" 37" 98" 70.0 75.0 GLASS D.L.O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH -- 22.125 ") /2 w1 po go=tt with tit vet Mod Catrti NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Env; VAN/ ; AFI64i4D�� CI•Ij ..,. • 'FLA., PE' ` , 70692 ' • . C4.1V.. 3& {ti , 2 sH w Rg 81 ;ti..) go,1 oz io IT O �a88 7 N� CO co O are) o U r w W FAX (305) 885 -5902 t } 0 0. 0 0 0 N c1 cst 8 0 .c' scale 7/2° =I. -0° drawing no. W12 --08 (sheet 2 of 9 ) DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOTJT REINFORCING WITH REINFORCING EXT.( +) INT.( -) EXT.( +) INT.( -) 24 30 36 37 42 82 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 81.7 66.1 61.7 66.1 24 - 0' j 36 37 42 -� "'1 70.0 75.0 70.0 75.0 70 0 ` 75,0 70.0 75.0 X70 0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 9$ 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70,0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS REQD. SEE CHART 5" MAX. HEAD /SILL CORNERS W 12" 3" TYP. 0 148" FRAME WIDTH CLUSTER OF (4) ANCHORS AT HEAD /SILL (I II II / 11 / 11 i /I / I // • HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 12" MAX. HEAD SILL 1 LOCK/OPTIO SEE SHEET iI INACTIVE \ / /�- ACTIVE I I I DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS, D.L,O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L. 0. WIDTH (SIDEUTE) = FRAME WIDTH -- 4.438" SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 32 3/4" 26 15/16" D.L. OPG. SIDELITE FRAME WIDTH MAX. SEE CHART AT LEFT D.L. OPG. 26 15/16" 76" MAX. D.L. OPG. 37" LEAF WIDTH z 03P o v DOUBLE DOOR FRAME WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -- DEC -219 (OXXO) =0410tforwlestbs Mf.I I lft ttoseitalt ! Engn JAVAO AtfMAD CI!fifr FLA,' PC s# 70592 ' C.A.N. 3536 JsUR is zoiz 9/16" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 00 1/2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 7 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE D TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI. Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 P51 MIN. METAL STRUCTURE 8 0 c 8 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI —DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE . A !T TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Engr: JAVAD AHMAD ' CIVIL' ' • FLA. 'PE , 7css2 • CAN 353s By 41,.` �^A .e. DOOR DETAILS 0 C.1 d c 8 E N m FAX (305) 885 -5902 0 0 rn v .0 48 v (0 0 0 r) .8 drawing no. W12-08 (sheet 4 of 9 1/4" MAX. CONCEALED FLUSH BOLTS LEVERS AT STILE FACE TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCK 16) ACTIVE LEAF TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L.O. METAL STRUCTURE LEAF WIDTH SINGLE DOOR FRAME WIDTH LOCK OPTIONS SEE SHEET 7 LOCK OPTIONS SEE SHEET 7 CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE \ I /-LEVERS AT STILE FACE 1/4" MAX. SHIM CONCEALED FLUSH BOLTS ACTIVE LEAF 2BY WOOD BU OR WOOD STRU TORE 6EE NOTE HEET 1 D.L.O. D.L.O. TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH EXTERIOR LEAF WIDTH DOUBLE DOOR FRAME WIDTH DOOR DETAILS drawing no. W12-08 (sheet 5 of 9 ) is D.L.O. D.L.O. TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH EXTERIOR LEAF WIDTH DOUBLE DOOR FRAME WIDTH DOOR DETAILS drawing no. W12-08 (sheet 5 of 9 ) EDGE )IST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. REINFORCING AS REQD. SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L.O. D.L.O. EXTERIOR LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH UNIT FRAME WIDTH _o 1 a EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SIDELITE DETAILS drawing no. W1 2-08 sheet 6 of 9 LOCKS: OPTION #1: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01 -6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42 -1/2" FROM BOTTOM INACTIVE LEAF; 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42 -1/2" FROM BOTTOM OPTION #2: ACTIVE LEAF; CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39 -1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY ' SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10 -5 /8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18--32 X 1/2" FH MS INACTIVE LEAF; CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8 -32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /StiPPLIER /REMARKS 1 E601 - DOOR FRAME HEAD /SILL 6063 -16 - 2 E602 - FRAME COVER 6063 -T6 - 3 E603 - DOOR FRAME JAMB 6063 -16 - 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063 -16 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6083 -16 - 5 E605 - SIDEUTE FRAME JAMB 6063 -16 - 6 E606 - SIDEUTE SLIP ON JAMB 6063 -T6 - 7 £607 - LEAF TOP & BOTTOM RAIL 6063 -T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063 -T6 - 8 E608 -- LEAF W'STRIP ADAPTER 6063 -16 - 9 E609 - LEAF HINGE STILE 6063 -16 - 10 E610 - LEAF LOCK STILE 6063 -T6 - 11 £611 - LEAF ASTRAGAL STILE 6063 -16 - 12 E612 - LEAF ALIGNMENT BRACKET 6063 -16 - 13 E613 - LEAF CLAMP 6063 -16 4 -1/4" LONG 13A E613 - HINGE BACK -UP PLATE 6063 -16 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063 -T8 - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063 -T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063 -16 -- 16 E616 - SNAP COVER 6063 -16 - 17 E613 - BOLT SUPPORT 6063 -16 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063 -16 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS RECD. FRAME ASSEMBLY SCREWS - -- 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618 -KN -3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - -- 34 - 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 6515 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 6515 HINGES: 3-1/2" X 7 -5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11 -3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. Engr: JAVAD MAO CIVIL . c FLA. Ft 110592 . C .N. 638 2t g 0 g0 2 g 0 C 0 o G o Fc 111.z."=6, Q W E CO 0 N 0 0 0 C 0 v c 0 a L 0 d cst m 138 0 4.0 N drawing no. W12 -08 (sheet 7 of 9 r- 1.750 - --1 r .394 .803 I I .050 .803 .045 1.625 4.031 1.172 L 2.062 - �I 4.750 GLAZING BEAD INSUL. GLASS DOOR FRAME HEAD /SILL 4.000 1.507 -1 LEAF TOP /BOTTOM RAIL 1.507 -1 1.625 4.719 4.781 1.750 1.507 .078 8.250 1.500 7.531 4.000 LEAF HINGE STILE 1.507 --I 1.750 -� 5.344 4.000 LEAF W'STRIP ADAPTER SIDELITE TOP & BOTTOM FRAME Fes- -,.812 --°1 1.507 .078 (7A 9" BOTTOM RAIL I--1.750 - =I LEAF LOCK STILE .312 ! L� 1 .442 1.584 - J LEAF ALIGNMENT BRACKET FRAME COVER -�-i .687 5.344 1.57 1.750 2.081 4.000 LEAF ASTRAGAL STILE 3.781 3.719 9.000 8.281 4.000 1.625 2012 drawing no. W12 -08 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME SIDELITE SLIP ON JAMB It •■■ DOPR FRAME CORNER SIDELITE FRAME CORNER SIDELITE SLIP ON JAMB CORNER drawing no. W12-08 (sheet 9 of 9 GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS DBPVB = .090 DUPONT BUTACITE PVB G3 - 7116" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 DBPVB INTERLAYER. 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH AN .090 SGP INTERLAYER. 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 DBPVB INTERLAYER. 9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH AN .090 SGP INTERLAYER. 1" LAMINATED I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7116" LAMINATED: (2) LITES OF 3/16" 1" LAMINATED I.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" 1" LAMINATED 1.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" 1" LAMINATED 1.G. 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" G4- G3A - G4A - G5- G6- G5A - G6A 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 8. REFERENCES: TEST REPORTS FTL -5980, FTL -5993, FTL -6001, FTL -6014, FTL -6015, FTL -6017, FTL -6022, FTL -6023, FTL -6024, FTL -6025, FTL -6028, FTL -6031, FTL -6033 AND FTL -8036, DATED 8/7/09. ELCO TEXTRON NOA: 07- 0425.01, 03- 0225.05, ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS! SEE DP TABLES (SHEETS 7 -9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). A. D.L.O. WIDTH = PANEL WIDTH - 7" B. D.L.O. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE -FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-3, SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC 1S REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. DESIGN PRESSURE CHART SEE TABLES 1, 2 & 3 ON SHEETS7,8 &9 HS GLASS WITH AN .090 DBPVB INTERLAYER. HS GLASS WITH AN .090 SGP INTERLAYER. HS GLASS WITH AN .090 DBPVB INTERLAYER. HS GLASS WITH AN .090 SGP INTERLAYER. NOA DRAWING MAP SHEET GENERAL NOTES 1 QUALIFIED CONFIG 2-4 GLAZING DETAILS 5-6 ANCHORAGE... 7 -15 DESIGN PRESSURES 7-9 ELEVATIONS 15-16 CONFIGURATIONS 17 VERT. SECTIONS 18 HORIZ. SECTIONS 19 -20 PARTS LIST 21 EXTRUSIONS 22-23 Concrete Screw Anchorage Minimum Embedment and Minimum Edge Distance Requirements Concrete Strength Requirements Head and 3111 Jambs Concrete Un•Grouted CMU Grouted CMU Type Dia. Min. Emb. Min. Ed Min. Emb. Min. Ed MIn. Emb. Min. Ed Eico UNracon 114" 1 3/8 2 1/2 1 1/4 2 1/2 1 314 2 1/2 8116" 1 3/4 1 114 1 114 1 9/16 1 314 2 112 ©co Crete.PIex SS4 1/4" 1 3/4 2 1/2 1 1/4 2 1/2 Not Recommended Concrete Strength Requirements P-Hook (Anchor Tension) P-Hook Mounting Adapter (Anchor Shear) Concrete Grouted CMU Concrete Grouted CMU Type Dia. MIn. Emb. Min. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed Min. Emb. Min. Ed Eteo Ultracon 114" 1 3/4 2 1/2 1 3/4 2 1/2 1 3/4 2 1/2 1 3/4 1 1!4 Eico Crete.Flex SS4 114" 1 314 2 1/2 Not Recommended 1 3/4 2 1/2 Not Recommended Concrete Strength Requirements Type Dia. fc' Mc* tilt/icon 114" 2700 psi 5118" 3500 psi Eico Crete -Flex SS4 114" , 3350 psi Definitions: Emb. = Embedment Ed = Edge Distance Min. = Minimum CONCRETE SCREWS STRENGTHS: Fy MIN. = 135 KSI Fu MIN.=ITTKS1 Masonry Strength Requirements Ungrounted CMU ASTM C-90 Grouted CMU ASTM G.90 with grout conforming to Sections 2108.2.2.1.2 and R809 of the FBC. Wood Screws (Head, Sill & Jambs) in. Type Min. Emb. Min. Ed #12 Wood Screw 1 3/S" 1" Eico Crete -Flex SS4 1 3/8" 1" UNLESS RTHERWISE NOTED ReysJJ bate: Revisions: 10/11/11 C FBC 2010 CODE CHANGE Roved 8y: SMC Date: 01/05/10 Revisions: PER MIAMI DADE COMMENTS Rowed ay: SMC SMC Date: 11/16/09 08105/0T Re: A Checked ay: PER MIAMI DADE COMMENTS Date: 1070 TECHNOLOGY DRIVE NOKOARS, FL 34275 P.O. BOX 1628 NOKOMIS, FL 34274 0ssatvnyn GENERAL NOTES. N1 ,MAP SERIES 774 AL LIM SGD - LM! 8 SGDTTO Slat: NTS 1 ot23 arneinsNo. PGT0002 C rWSDUCC REVISE') es esasplying *iii the Merida Walieig Cede (1.- 1b10.I'I looirsetei estiX. n ao It ti 'L�� 011t►iitll /,! NN‘ VINN 44p * ' N0.587°5 a. sime .1' /,SSttt10A t�t`‘ 'ErL�% A. LYNN MILLER, P.E. P.E.# 68705 APPROVED CONFIGURATIONS: 1 SEE DP TABLE SHTS. 7 -9 [4-1— SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7 -9 SHTS. 7 -9 era n �i �3 tilK) I+. 1►1 NLY NE! NET 1 SEE DP TABLE SHTS. 7 -9 Xp Lvl 1.► MTATLY C17401 WAVY WADIL g, IMMIN 1C14' NIT --I 1 SEE DP TABLE SHTS. 7 -9 t SEE DP TABLE SHTS. 7-9 Azk tiLT Afik L1 a m drtt Q0' 11 Li SEE D.P. TABLE, SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 oxo, oxx, xxo, xxx OXXp, XXXp 1 OXXO XXXO OXXX XXXX,� SET TiEtl fiFsl riF7 fiEl sckT XXXXp + POCKET DOORS: ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR "T" INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR )000(p. 0)00( IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL1 0 SIGNIFIES INOPERABLE PANEL. Revlsionar CORNER, TYP. POCKET, TYP. Red J. J. NO CHANGE THIS SHEET SMC 01/05/10 Revisions: e PER MIAMI DADE COMMENTS Revd Sya SMC 11/18/09 Reis: A PER MIAMI DADE COMMENTS Ommir 8: crd:edsy. care SMC 08/05109 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO.BOX1529 NOKOMIS, FL 34274 QUALIFIED CONFIGURATIONS now I_W t � K. I T-4 D i • I I+ brad.. D.ts tir7 �r_i_ SERIES 770 ALUM. SGD - LMI 8ule/M dek SOD770 NTS Sheet 2 of Offivflog Nat PGT0002 Raw c \ ltl1 IH,,1f ```, ` ,00ti�t LYNIW 4 < ��,. UCErvsF •.•�F,p'�� No. 58705 • 3 :.7 &D u // • ,c ;•QT �•• STATE OP .• s •••:rlORiOt:'.••'4r. A. LYNN MILLER P.E. P.E.# 68705 SEE D.P. TABLE, SHTS. 7 -9 f SEE DP TABLE SHTS. 7 -9 atilt NEW NLWEY wry NEWEY T U1 OXXXO, XxXXO, OXXXX, XXXXX, XX)OCXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 t SEE D.P. TABLE, SHTS. 7 -9 SEE DP TABLE SHTS. 7 -9 ek az nwo nl.��-L! NEWLY Ail rid k NEW! %t7 Nff _s4- lek NIWLY NE NEWLY nwt r TE.P. NET et LA NEWLY NEWLY �a NANO O =CXO, XXXxXO, OXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS Roved Sy Off J J Naar MEVI w. sooplyits with t'rs . t3lote -lt-t E*y€retlswMIN= Raved By: SMC Dloe: 01/05110 Revisions: PER MIAMI DADE COMMENTS Revisions: 0 /99 /9l NO CHANGE THIS SHEET Revsd By. SMC Dram By. SMC Dad: 11/16/09 X05/09 Revisions: A Checked PER MIAMI DADE COMMENTS Data: I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 8QX 1529 NOKOMIS. FL 34274 QUALIFIED CONFIGURATIONS SERIES TTD ALUM. SGD - LMI Series Modek 8mk: SGD770 ITS Sheet 3 of Thawing No. PGT0002 Rev. C 1` >>�%tt1J111�//// \�ti ©eye IYiVN. M/! 'i,, * ' -v cNo. 58705 t- a' z lb 11 II LU -4.- STATE F '• �1. %i't�s•• fiCOR10P.• c A. LYNI{Ill�ll�� �it P.E. P.E.# 687!5 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7 -8 4 SEE e,, DP NEWT T TABLE ordA SHTS. U 7 -9 NEW 1 Oxxxxxo, xxxxxxO, Oxxxxxx, xxxxxxx, XXX)OOOCp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 4 SEE DP TABLE SHTS. 7 -9 SEE D.P. TABLE, SHTS. 7 -9 ,4, era mug? ,0 NIFZEr oa► WYZEF WY NV OXXXXXXO, XXXXXXXO ,O , XXXXXXXXp MOM& wcv 00 601001111t w1th dor mole "Id404 Code dooloasite if 1 erg �. �.�... J.J. Rend Da 10/11/11 Re 0 NO CHANGE THIS SHEET Rend Syr SMO Date: 01105/10 Revisions: 8 PER MIAMI DADE COMMENTS Rend ay. SMC Data: 11/16108 Revisions: A PER MIAMI DAVE COMMENTS Drewn By.' SMC 08/05/09 Checked ay. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.8QX 1528 NOKOMIS, FL 34274 QUALIFIED CONFIGURATIONS Talc SERIES 770 LUM. SGD - LMI aatesMoeat SGD770 NTS or 23 &swine No. PGT0002 1,�tll IUg,, * No. 58705 tL' T'y�� n 11 • • s`S!C>tN P∎11•• •`', A. LYNN rMILLER, P.E. P.E.# 58705 EXTERIOR 3/16" HS GLASS .090 DBPVB 3/16" HS GLASS 7/16" NOM. 82 3/4" NOM. GLASS BITE f 7/16" LAMINATED GLASS TYPES G3 EXTERIOR /4" HS GLASS --► .090 DBPVB ---► 1/4" HS GLASS 9/16" NOM ■ 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G3A EXTERIOR 3/16" HS GLASS .090 SGP 3/16" HS GLASS 7/16" NOM. 3/4" NOM. GLASS BITE 7/16" LAMINATED GLA-S PES G4 j EXTERIOR 1/4" HS GLASS ----► .090 SGP 1/4" HS GLASS • 9/16" NOM. 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS TYPES G4A r 1.0RUC • 1/04v1s8$ asa.±+qiwith die lass* Martine N. 11- 1618.)Li '?l i ice Roved B Revsd By: Date: Revstuna, 90119/19 0 Deis: Revisions: NO CHANGE THIS SHEET Rend 8y: pate SMC 11/16109 Rom 8y: Date: SMC 08/05109 Reiisbnv: A Checked By PER MIAMI DADE COMMENTS Date: J 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.O. BOX 1529 NOKOMIS, FL 34274 SING DETAILS SERIES 770 ALUMINUM SGD - LMI SGD770 IAwe: Busse B NTS 5 " 23 PGT0002 ‘00 * : No. 58705 a- 11 ' jv /�1f •'• S'TA LYNN 1 ttis� A. LYNN MILLER. P.E. P.S.# 68705 EXTERIOR 210 HS GLASS 3/16" HS GLASS 3/16" DBPVB EXTERIOR 0 SGP .090 .090 74 HS GLASS 1 3/16" HS GLASS III 3/16" 3/8" AIR SPACE 1 111 74 3/8" AIR SPACE 3/16" T GLASS 111 T 3/16" GLASS 1" NOM. 1" NOM. / / { 83 83 1 3/4" NOM. 1 3/4" NOM. GLASS BITE 79 ` GLASS BITE 79L r / TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES G5 1" LAMINATED I.G. TYPES G6 (ID 3/16" HS GLASS 213 3/16" HS GLASS sMtmucv swag. wazo, tibe Aimosums IM 11AbI$,.1t+ N� EXTERIOR ".090 SGP .090 DBPVB EXTERIOR 74 GLASS 1 3/16" HS GLASS 3/16" HS 74 11 5/16" AIR SPACE 114" T GLASS 111 5/16" AIR SPACE 114" T GLASS 111 ,tttttllr,,, 1" NOM. 1" NOM. / 1 83 83 3/4" NOM. 3/4" NOM. GLASS BITE 79 Aj GLASS BITE 79 /1 'Ir 1 �' / TRUSEAL DURASEAL SPACER 1" LAMINATED I.G. TYPES TRUSEAL DURASEAL SPACER G5A 1" LAMINATED I.G. TYPES G6A ,\�'' .I tYNN Mt���i /,�, :- �,k`Z,,.•'yct^h+s� ..`r , *t 5 I n 41-11 � '"'� •�' •� ����••'•., F�pRt�P''• •�%`` ,,,i S'S....... .� 0 �� � f ' t i +�n ti A' `' ` A. LYNN MILLER, P.E. P.E.# 58705 Rend J 0/11/11 Revisions: NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. Box 1529 NOKOMIS, FL 34274 °�" GLAZING DETAILS t 1 HevaaBy. Data Ravisksts: ,--i �� Title' SERIES 770 ALUMINUM SGL? - LMI RevadBy: SMC Date: 11/18/09 Rev A PER MIAMI DADE COMMENTS �k SGD770 & NTS 6 a 23 rnawtn8tmo. PGT0002 ttaw. 0 tkewnBy: SMC Data 08/06709 Cii.ckedBy: Dom Date: I DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - STANDARD STILE - STANDARD ASTRAGAL TABLE 1. > HEAD & SILL (H&S) > JAMB ANCHOR QTY. 03 - 7/16" LAMINATED G3A - 9116" LAMINATED 05 - 7/16" LAMINATED G5A - 7/16" LAMINATED INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATEANCHOR QTY. PER PANEL H & S, >P -HOOK ANCHOR QTY. Anchor Types: GLASS - (3/16" H.S. / PVB / 3/16" H.S.) 1) *1/4" ELCO ULTRACON (FORMERLY TAPGON GLASS - (1/4" H.S. / PVB 11/4" H.S.) 2) *1/4" SS4 CRETE FLEX I.G.U. - (3/16" TEMP /AIR/ 3/16" H.S. / PVB / 3/16" H.S.) 3) *5/16" ULTRACON LG.U. - (1/4" TEMP. /AIR/3/16" H.S. / PVB / 3/16" H.S.) 4) *#12 STEEL SCREW (G5) * SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. ( +) DESIGN LOAD UNIT HEIGHT U Z v N t-• C9-6-) U 6 U ❑ tl. ty 80 + 46.67 PSF __ 84 90 NOM. PANEL WIDTH FRAME SIDE 1,2 -CONC p ' co . n 3 -CONC e V t} v M r C3 0 v M c 4 N U V t r GLASS TYPE - 3, 3A, 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 24 Anchors H &S C4 +1 C4 +1 C4 +2 C4 +1 C4+1 C4+2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1. C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A, 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 30 t a H &S C4 +1 C4 +1 C4 +2 C4+1 C4 +1 C4 +2 C4+1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 GLASS TYPE - 3, 3A, 5, 5A +60 -60.0 +60 -60.0 +60 -60.0 +60 -60.0 36 . ' H &S C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 C4 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 _5 - -_ 5 5 5 5 5 5 5 5 6 GLASS TYPE - 3, 3A, 5, 5A +60 -60.0 +60 -60.0 ) +60 -60.0 +60 -60.0 . -\ 42 H &S C4 +1 04 +1 04 +2 C4 +1 C4- +1' 4 +2 C4 +1 C4 +1 C4 +2 C4 +1 C4 +1 04 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5 5 5 6 6 6 6 6 6 GLASS TYPE - 3, 3A, 5, 5A +60 -60.0 +60 - 60.0 +60 -60.0 +60 -60.0 B g H &S C4 +1 C4 +1 04 +2 C4 +1 C4 +1 04 +2 C4 +1 C4 +1 C4 +2 C4 +1 04 +1 C4+2 JAMB 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 6 6 6 6 6 6 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE WATER DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.4 ", 31/4" AND 21/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. EXAMPLE ON SHEET 10 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" TABLE 1A SILL HT. VS POS. DP SILL RISE HEIGHT ( +) DESIGN LOAD FLUSH 1-1/2" N/A LOW 2 -1/2" + 46.67 PSF MED 3 -1/4" +60.0 PSF HIGH 4" + 60.0 PSF SEE NOTES 1 -3 INT. STANDARD ASTRAGAL STANDARD STILES 90° OUTSIDE CORNER 90° INSIDE CORNER OH HEIGHT r. OH LENGTH I OVERHANG OH LENGTH opC( Q OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 filOPLICT 14b vuSEP a, „I,piyiri vita Na Alert& Mokassies }»la a -I 11)ainda IMO Roved J 10/11111 Revidoneo NO CHANGE THIS SHEET Rood By: SMC Doto: 01/96/90 Revisions: B PER MIAMI DADE COMMENTS Resod By: SMC Dam 99/16109 Revisions: A PER MIAMI DADE COMMENTS Thum is Dale: Checked By. Date: SMC 08105109 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 aeaptZ'm DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI 8edeolModek SG9 ,, ` a fkodc NTS Shoot 7 X23 moons . PGT0002 Row C > >tttt1l111I1 /// N‘cit R LYNN. Mt/l� /j� /e„ 58705 ; No . irit.IL I+ * iQitfi ••.• OR•, �`j ''l SsIONAk- ,.‘,, A. LYNN t,�P.E. P.E.# 58705 DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - HEAVY DUTY STILE - STANDARD ASTRAGAL - H & 8, Anchor Types: 1) *1/4" ELCO ULTRACON (FORMERLY TAPCON 2) *1/4" 884 CRETE -FLEX 3) *6118" ULTRACON 4) *#12 STEEL SCREW (05) * SEEANCHORAGE NOTES 1 & 2 ON SHEET 1. TABLE2. > HEAD & SILL > JAMB ANCHOR G4.716 LA (H&S) QTY. �� ----EDG-LA INTERLOCK & STRAIGHT >P -HOOK ANCHOR & QTY. / SGT/ / SCR/ /AIR! /AIR/ CORNERASTRAGAL 3 : CLUSTER PLUS INTERMEDIATEANCHOR QTY. PER PANEL. > 3/18" H.S.) 13116" H.S.) +46.67 PSF = SS - GLASS I.G.U. - (3/18' LG.U. - (1/4" (3118 HS: - (114" H.S. TEMF TRIP. G4A - 9118" LAMINATED G6 - 7/16" LAMINATED G6A - 7/18" LAMINATED 114" H.S.) 3/16" H.S. / SGP/ 3118' H.S. 1 SGP UNIT HEIGHT 80 84 } 90 102 108 114 120 NOM. PANEL WIDTH FRAME SIDE N �- 3 -CONC N 1,2 -CONC o et N , N "= ca tl �j 1,2 -CONC to N a nj N a= U M , a N , N •: c� ' M "4 N N *' ' „, M er N 1,2 -CONC O U ' C7 , 4 N GLASS 'TYPE - 4, 4A, 6, 6A 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 -80.0 24 H&S 04 +1 C4 +1 C6 +2 C4 +1 C4+1 08 +2 C4 +1 C4 +1 C8 +2 C4 +1 04+1 06 +2 C41 +1 C41 +1 0162+ 2 04 +1 04 +1 06 +2 04 +1 04 +1 06 +2 C4 +1 041 +1 06 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 - 6 6 6 6 6 6 6 6 'GLASS TYPE - 4, 4A, 6, 6A 80.0 -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 30 H &8 04 +1 C4 +1 C6 +2 04 +1 C4 +1 06 +2 04 +1 C4 +1 C6 +2 C4 +1 C41 +1 C6 +2 04 +1 C4 +1 C6 +2 04 +1 C4 +1 C6 +2 C4 +1 C4 +1 06 +2 C4 +1 C4+1 C8 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 5 5 5 5 5 5 8 8 6 6 6 6 6 6 6 6 6 6 GLASS TYPE - 4, 4A, 6, 6A 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 H &S 04 +1 04 +1 06 +2 C4 +1 04 +1 06 +2 04 +1 041 +1 C8 +2 04 +1 04 +1 C61 +2 04 +1 C4 +1 06 +2 04 +1 C4 +1 06 +2 04+1 04+1 C6 +2 C41 +1 04 +1 C6 +2 JAMB 10 10 10 10 -10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 fi---7-5--_______5_. 5 5 5 5 5 5 6 8 6 6 6 6 6 7 7 7 7 7 7 GLASS TYPE - 4, 4A, 6, 6A 60.0 -60.0 ! _ 80.0 -60.0 160.0 -60.0 60.0 -60.0 60.0 -60.0 80.0 -60.0 60.0 -60.0 60.0 60.0 42 / t H &S 04 +1 C4 +1 06 +2 C4 +1`C-4-+1--- C8+2- -C4 +1 C4 +1 C6 +2 04 +1 C4 +1 C6 +2 04 +1 C4 +1 C6+2 C4 +1 C4 +1 C6 +2 C4 +1 C4 +1 C6 +2 C4 +1 04 +1 08 +2 JAMB 10 10 10 10 10 .10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 J 7 7 7 8 8 8 8 G TYPE - 4, 4A, 6, 8A 80.0 -60.0 60.0 -60.0 60.0 - 80.0 60.0 -60.0 60.0 -60.0 60.0 -80.0 60.0 -60.0 60.0 -60.0 48 g d H &S ' 04 +1 C4 +1 C6+2 C4 +1 04 +1 06 +2 04 +1 C4 +1 C6 +2 C4 +1 C4 +1 06 +2 C4 +1 C4 +1 C6 +2 04+1 C4 +1 C6 +2 04 +1 C4 +1 C6 +2 C4 +1 C4 +1 06 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P -HOOK 5 5 5 6 6 6 6 6 8 7 7 7 7 7 7 8 8 8 8 8 8 9 9 9 GLASS TYPE - 4, 4A, 6, 6A 60.0 -60.0 60.0 -60.0 60.0 - 60.0 60.0 -60.0 PANELS OVER 48" WIDE NOT AVAILABLE OVER 96" HIGH 54 H &S C4 +2 C4 +2 05 +2 04 +2 C4 +2 05 +2 C4 +2 04 +2 06 +2 C4 +2 C4 +2 05 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 6 6 6 6 8 6 7 7 7 7 GLASS TYPE - 4, 4A, 6, 6A 60.0 -60.0 60.0 60.0 60.0 -60.0 = ' . -60.0 60 i •X H &S 04 +2 C4 +2 C5 +2 04 +2 04 +2 C5 +2 04 +2 C4 +2 C5 +,C0 IC4 +2 C5 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 6 6 6 6 7 7 7 7 7 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WHEN USING THE 4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.21/2 ", 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. = EXAMPLE ON SHEET 10 TABLE 2A SILL HT. VS POS. DP SILL RISE ( +) DESIGN HEIGHT LOAD FLUSH - 1 -1/2" NIA LOW - 2 -1/2" +46.67 PSF MB) - 3-114" + 60.0 PSF HIGH - 4" +60.0 PSF SEE NOTES 1 -3 OH HEIGHT STANDARD ASTRAGAL HEAVY DUTY STILES SEE SHEET 7 OR 9 FOR 90° INSIDE & OUTSIDE CORNER DEPICTION DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" rOH LENGTH I OVERHANG OH LENGTH Q OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 1,10440 *MO iliplogamenis Revsd JJ 10/11111 Re NO CHANGE THIS SHEET Raved By: SMC OIiVff110 Rev:alone: B PER MIAMI DADE COMMENTS Rend By: SMC Cate: 11/16109 I evlabns: A PER MIAMI DADE COMMENTS anwsby: checked By nats: SMC 08/05109 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 DP AND ANCHORAGE SERIES 770 ALUMINUM SGD - LMI delledAtodek SQD770 dole: NTS sheet lommevft 8 of 23 I PGT0002 Rev: c DESIGN PRESSURE AND ANCHORAGE - UN- REINFORCED - HEAW DUTY STILE - HEAW DUTYASTRAGAL TABLE 3. > HEAD & SILL (H &S) INTERLOCK, > JAMB ANCHOR QTY. >P-HOOK G4 - 7116" LAMINATED GLASS - G4A - 9/16" LAMINATED GLASS 06 - 7/16" LAMINATED T.G.U. - (3/16" G6A - 7/16" LAMINATED I.G.U. - (114" STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS INTERMEDIATE ANCHOR QTY. PER PANEL H & S, ANCHOR QTY. Anchor Types: (3116" H.S. 1 SGP/ 3/16" H.S.) 1) *1I4" ELCO ULTRACON (FORMERLY TAPCON) - (1/4" H.S. /SGP/ 1/4" H.S.) 2) *1/4" SS4 CRETE-FLEX TEMP. / AIR / 3/16" H.S. / SGP / 3/16" H.S.) 3) *5/16" ULTRACON TEMP. / AIR! 3/16" H.S. ! SGP/ 3/16" H.S.) 4) *#12 STEEL SCREW (G5) * SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 NOM. PANEL WIDTH FRAME SIDE 1, 2 - CONC U v . v. c4 z v N 3 -CONC Q § v. N Z U N ,- Ca p V I 0 5 sP tV 0 V i N ,. rJ p ca S 4- cV GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 24 g -5 •k H &S C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 5 5 5 5. 5 5 5 5 6 6 6 6 GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 30 E t H &S C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 6 6 6 6 6 6 7 7 7 7 GLASS TYPE - 4, 4A, 6, 6A 90.0 . -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 36 i .5JAMB H &S C6 +2 C6 +2 C6 +2 C6 +2 C8 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 6 6 7 7 7 7 7 7 8 8 8 8 GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 42 In . H &S C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 7 7 7 7 7 8 8 8 8 9 9 9 GLASS TYPE - 4, 4A, 6, 6A 90.0 -90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 48t H &S C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 C8 +2 C6 +2 C6 +2 C6 +2 C6 +2 C6 +2 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P -HOOK 8 8 8 8 8 8 9 9 9 10 10 10 '1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 114" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A, 3.21/2 ", 3 1/4", AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 90" OUTSIDE CORNER TABLE 3A SILL HT. VS POS. DP SILL RISE HBGHT ( +) DESIGN LOAD FLUSH - 1-1/2" N/A LOW - 2 -1/2" + 46.67 PSF MED - 3 -1/4" + 60.0 PSF HIGH - 4" + 90.0 PSF SEE NOTES 1 -3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" 900 INSIDE CORNER OH HEIGHT rOH LENGTH I OVERHANG OH LENGTH 8In OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 •I'MOQtKT REY[I p as ehopplyles whh the Nertla Ilhidhog Cads me NN. 11 --1D1 ;.14 ilApiradow Ore ■1rr7 F. I S Radom J.J. 10/11/11 Redstarts: NO CHANGE TN /S SHEET Revad By: SMC Date: 01105110 Revisions: B PER MIAMI DADE COMMENTS RaisdBy AMC De o: 11116/09 Rowboat A PER MIAMIDADECOMMENTS Drown By: Date: Checked By. Date: SMC 08/05/09 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DP AND ANCHORAGE Dtka SERIES 770 ALUMINUM SGD - LMI B&Re*Modek 800770 NTS awe 9 of 23 Thawing No. PGT0002 * No. y8705 i'P •'' STATE fl` ./'''/1 /11IONA ���0 A. LYNN MILLER, P.E. P.E.# 58705 ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4" ELCO ULTRACON (FORMERLY TAPCON) 2)1/4" ELCO 884 CRETE -FLEX 3) 5116" ULTRACON 4) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHTS. 7 -9: HEAD & SILL 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7 -9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.G. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90° CORNER ON SHT. 11 -12. JAMBS & P- HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7 -9. SEE P -HOOK ANCHOR DETAILS ON SHEETS 14-15. "ANCHORS PER PANEL" ARE 8" MAX. -1-1,........... INTERLOCK ASTRAGAL INTERIOR THOSE AT THE HEAD AND SILL t 3'Sq CENTERLINE - SEE CLUSTER DET., SHT. 11 °"— CENTERLINE 8" MAX BETWEEN CLUSTERS OR THOSE 1 .! �'~- 1 11 117 TYP. BETWEEN A CLUSTER AND A "-{ t° �„ ° 1 4.051" ,6a ° \ 0 " I FRAME JAMB OR P -HOOK. 2.04" 4.051" t I Q _ ' > 3.5 q --0.- 3.5" 0.- . 24" MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: C4 + 2 HEAD & SILL ANCHORAGE (3 PANEL, 2-TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL [(32 PANEL, 48" x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR 0 24" MAX. O.C. t 0 0 3.5" TYP. 0 11 0 SEE CLUSTER DETAILS, SHT. 11 3.5" TYP. Z INTERLOCK CENTERLINE 0 0 EXTERIOR (7) P -HOOK ANCHORS C4 +2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL 2 C4 2 C4 2 C4 2 x 1 x 6 „M 0x 0 Ur MAX._ SEE NOTE I 0 BELOW 14° ,.,.,.,. . = P HOOK or • ANCHORS • • '---� 3” MAX. o 10" MAX. 6" MAX. . x x x x x r:1 1.0— f x x 8" MAX. TYP. • 3" X X MAX. x x x x x =FRAME ANCHORS x x x X x x x x x SEE TYP. JAMB CLUSTER DETAIL BELOW 6" MAX. Q 4 x 21" x MAX. O.C. ---f x X x x x x 6" MAX. x x x �+-- 90° CORNER x x x 24" MAX. O.C. (10) ANCHORS PER JAMB (SEE SHEET 13 FOR CLUSTER O.C. SPACING EXAMPLE OX -90° OUTSIDE CORNER -XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE 1 & 2 IN CONCRETE SUBSTRATE /- SEE CLUSTER DETAILS, INTERLOCK CENTERLINE ! SHT. 11 0 0 SEE CLUSTER DETAILS, SHT. 12 0 0 8" MAX. a • NOTE: SEE DETAILS S & T ON SHEET 14 & DETAILS MM & NN ON SHEET 15 FOR P -HOOK ANCHORS 1 1 3.5" --... A 1 4.051" MIN. O.C. -4- 2.04" TYPICAL JAMB CLUSTER FOR DETAILS M. N. O. P, Q & R ?1 URUCT WSW !tog w do 9f � fee 11- •1 b •,14 w expir■N 9M,,e ,,,, j 7 I - SIMI Dade' Mi. Rev Dale: 10/11/11 Revisions: NO CHANGE THIS SHEET Rend 8y. 8140 Date: 01103110 Revisions: B PER MIAMI DAOE COMMENTS Revsd 8y: 8140 Date: 11118109 Revisions: A PER MIAMI DADE COMMENTS Drawn 8y. SMC X05/09 Chocked By RJA Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUMINUM SGD — LMI so IsedwNT Sheet 10 of 23 °marinate. PGT0002 1 r INT. L a 3.5 ASTRAGAL Oft 1 INTERLOCK CENTERLINE -•-- 1.75 4.051 3.5 2.040 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 It rIVRAUAE UR INT. IN I MALL)Ld% CENTERLINE -4-1 Revisions: C NO CHANGE THIS SHEET Raved By: 3.6 R va1ons: Revadt3y: MC Date: 11/16/09 Rev . A PER MIAMI DADE COMMENTS Drawn By: Date: 08/05/09 4.0; Date: 1 SMC I 0 5.369 3—TRACK ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 2 J r INT. L MIRAGAEDIr INTERLOCK CENTERLINE INT. J 4-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C4 m ASTRAGAL OR 1 �- i-- INTERLOCK CENTERLINE 2-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C5 r INT. 3.5 rA TRAOAE TA INTERLOCK ►' CENTERLINE 2.040 3.5 INT. Ar• 4.072 1 4.049 WTRACK AS - egL ili+TI?R 55"_J ANCHOR CLUSTER - C5 INTERLOCK CENTERLINE INT. 4-TRACK, ASTRAGAL / 1NTERLOCK1 ANCHOR CLUSTER - C5 tiy: J.J. Date: 10/11/11 Revisions: C NO CHANGE THIS SHEET Raved By: Date: R va1ons: Revadt3y: MC Date: 11/16/09 Rev . A PER MIAMI DADE COMMENTS Drawn By: Date: 08/05/09 Dy. Date: 1 SMC 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BQX 1629 NOKOMIS, FL 34274 ASTRAGAL OR ri—INTERLOCK I CENTERLINE 1.75 4.051 7 2.040 J 2- TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 rAII'RWEDTI INTERLOCK —n CENTERLINE I 7 INT. 3.5 2.04 3—TRACK ASTRAGAL / INTERLOCK ANCHOR CLUSTER - C6 INTERLOCK CENTERLINE INT. 4.046 t 4-TRACK, ASTRAGAL / INTERLOCKJ ANCHOR CLUSTER - C6 Dsaatpvon: ANCHORAGE, EXAMPLE CLUSTERS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. - ritoknJCT **vl t a*. ***eployisi wish dr*.Ploy* m. t$* %b 114pirad** Pot 1/45- '!tk Nee: SERIES 770 ALUMINUM SGT? - LMI am>e Oder: SGD770 NTS Shook °I 23 11 Da No. PGT0002 `Z■.(),. .''ZG�SdSS�� WI 58705 are gm 4i •' •�.: ---"1<•*. ........ LORVOA'*, -Z SSION ' A. LYNN MILLER, F.E. P.E.# 58705 r EXT. 2.04 3.889 INT. \ 3.5 1 2- TRACK, 90° OUTSIDE CORNER SHOWN, 2- TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C4 -- -- 111r114; 2.04 3.889 EXT. ---• -I -+-- 3.5 3-TRACK, 90° OUTSIDE CORNER SHOWN, 3-TRACK, 90° INSIDE CORNER SIMILAR (OPPOSITE) C-6 ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS r r INT. .. ,. 3.5 -+— 2.04 _ .- 2TRACK, 90 °INSIDE CORNER SHOWN, 2—TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER - C6 USED FOR C5 AND CO 3.889 EXT. INT. -+-- -- 3.5 / `3.889 / P 1 i EXT. /// 2.04,' 11,11.11.11,6�. 4-TRACK, 90° INSIDE CORNER SHOWN, 4- TRACK. 90° OUTSIDE CORNER SIMILAR (OPPOSITE) C-8 ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. me NelOhm whit *e Pled& IIINft 4.wsN p...s No II— At .1 y. 1MOi ReJJ Date: 10 /11/11 Re ions: NO CHANGE THIS SHEET Revel By: SMC Rend BY SMC Date: 01105/10 Date: 11116109 Revlstona: B PER MIAMI DADE COMMENTS RRWstons: A PER MIAMI DADECOMMEENTS MIMI BY: Date: Checked By: Date: SMC 08/05179 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE, EXAMPLE CLUSTERS SERIES 774 ALUMINUM SGD - LMI serkamodet SGD770 NTS mope 12 of 23 Divot No. PGT0002 Rev. C `\�ttttllll /I,/ `�•`�y LYNN lyj� ` //1 N °' 587 05 = ,U �D 6 o tt t1 sTAle . 'fi`4,AL � tSION t ►IIII{tt� A. LYNN MILLER, P.E. P.E.# 68705 1" MIN. E.D. TYP. EXT. 1/4" MAX. SHIM 2 1/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 1" MIN. E.D. TYP. 1 3/8" MIN. EXT.L 114" I MAX. SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT.1 DETAIL A, 2 TRACK FRAME HEAD DETAIL B, 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP.� CONC SEE ANCH.NOTE 3, SHT. 1 SEE ANCHOR NOTE 5 SHT. 1 (114" MAX.) SEE CHART, SHT. 1 2 1116" O.C. TYP. ONCRETE SEE CHART, SHT. 1 21118" O.C. TYP SEE CHART SHT. 1 EXT. 1/4" MAX. SHIM f 1/4" MAX. SHIM • ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 DETAIL C-,- 2TRACK— FRAME-HEA' \ / DETAIL D, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. 1 SEE CHART SHT. 1 EXT. f _t 1 3/8" MIN. 2 1/16" �— E.D., O.C., TYP. TYP. DETAIL E, 2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) SEE ANCHOR NOTE 5 SHT. (1/4" MAX.) EXT. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT,1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 21/16" 1 "MIN E.D., O.C., TYP. TYP. DETAIL F, 3-TRACK FRAME SILL WOOD INSTALLATION ONCRETE EX, r 4.. , .. :stirs;... .*1 SEE CHART SHT. 1 21/16" O.C., TYP. DETAIL 11, 3 -TRACK FRAME SILL CONCRETE INSTALLATION SEE CHART, SHT. 1 SEE CHART, SHT. SEE CHART SHT.1 2 1116' O.C., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. DETAIL J, 4-TRACK FRAME HEAD CONCRETE INSTALLATION 21/16" O.C., TYP. SEE ANCHOR NOTE 5 SHT. 1 (1/4" MAX.) 1 3/8" MIN. ONCRETE EXT. .Yrs•, SEE CHART, SHT. 1 SEE CHART SHT. 1 2 1/16" O.C., TYP. �DETAI, 2=T FRAME SILO CONORETErINSTAtCATION 1" MIN E.D., TYP. 1 3/8" MIN. WOOD ANCHOR TYP. SEE ANCHOR NOTE 2, SHT. DETAIL 1, 4-TRACK FRAME HEAD WOOD INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 1 SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 21/18" O.C., TYP. �"^�' 1" MIN EXT. E.D., DETAIL K, 4-TRACK FRAME SILL TYP. WOOD INSTALLATION rivapuCT =Wig. AA r Wu P. telpirstiont RevsdBy: J.J. 10111/11 Re NO CHANGE THIS SHEET RevsdBy: SMC Date: 01IO3110 Revisions: 8 PER MIAMI DADE COMMENTS SMC Date: 11110108 Revisions: A FER MIAMI DADE COMMENTS &ownDy Date: Checked By. Date: SMC 08105/09 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO.BOX1529 NOKOMIS, FL 34274 ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LM! SalesNodok SOD770 NTS Sheet 13 of 23 DrawboNo. POT0002 Rev: C CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 21116" 4.C., TYP. SEE ANCHOR NOTE 5, SHT. 1 (1/4" MAX.) ONCRETE 114" MAX. SHIM —01 SEE CHART EXT. SHT. 1 n . SEE CHART, SHT 1 DETAIL L, 4 -TRACK FRAME SILL CONCRETE INSTALLATION 1 3/8" MIN. 1/4" MAX. SHIM --01 EXT, I ■iii. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1" MIN. 1 /4 " MAX. SHEMXi i1I1 LI r WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 21/16" O,C., TYP. DETAIL M, 4 -TRACK FRAME JAMB WOOD INSTALLATION P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS 21/16" O.C., TYP. CONCRETE ANCHOR TYP., SEE 1 3/8" MIN. ANCHOR NOTE 1, SHT.1 1" MIN. 'i,' • SEE CHART SHT. 1 114" MAX. SHIM --►i SEE CHART SHT. 1 • 21/16" DETAIL 0, 4 -TRACK FRAME JAMB, O.C., TYP. CONCRETE INSTALLATION 1 3/8" MIN. DETAIL N, 2-TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING 1 3/8" MIN. WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 1/4" MAX. SHIM 1" MIN. 21/16" o.c., TYP. CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT, 1 ASONRY SEE CHART SHT. 1 i 21/16" O.C., TYP. t DETAIL P, 2-TRACK FRAME-JAMB CONCRETE-INSTALLATION 1/4" MAX. SHIM EXT. CONCRETE ANCHOR TYP,, SEE ANCHOR NOTE 1, SHT. 1 2X WOOD BUCK SEE ANCHOR NOTE 3, SHT. 1 ■ 3.5" TYPICAL JAMB CLUSTER FOR DETAILS M.N,0,P.Q &R —■— 2.04" 1 ti 4.051" MIN. SEE CHART SHT. 1 SEE CHART SHT. 1 • 21/16" O.C., TYP. ASONRY DETAIL R, 3 -TRACK FRAME JAMB CONCRETE INSTALLATION SEE CHART, SHT. 1 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED M1D -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS ONCRETE / MASONRY (GROUTED BLOCK ONLY) DETAIL Q, 3 -TRACK FRAME JAMB WOOD INSTALLATION 1 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 1" MIN. 2.693" MIN. EXT. DETAILS. P -HOOK WOOD INSTALLATION 1 1/4 E.D. TYP. • 5• 15 , SEE CHART, . ' SHT.1 EXT. 2.693" MIN. DETAIL T, P -HOOK CONCRETE INSTALLATION SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, rM DUCT weVi a�Cede doe Fteeidn Ao gee.ocNo %--14 I .• Orotratimi bee IMO Roved By: J.J. X11/11 Red : NO CHANGE THIS SHEET Rend By: SMC Cale: 01/06110 Revisions: 8 PER MIAMI DADE COMMENTS Raved By: SMC Dal.: 11 /f8/09 Revretn"s: A PER MIAMI DADE COMMENTS Drown By: Cate: Checked By Dale: SMC 08105119 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE DETAILS SERIES 770 ALUMINUM SGD - LMI Solleadorkrk SGD770 is NTs 14 of 23 PGT0002 I ReY C .‘1■ t I I I II /,r./ �\' ,i LYNN 1iijjl ",. No. 58705 Luz- ''�1SS' /UNAL �� A. LYNN'MLLLER, P.E. P.E.# 58705 P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD FRAMING 1 3/8" MIN. 1" MIN. P -HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P -HOOK INSTALLATION ANCHORS WOOD ANCHOR SEE ANCHOR NOTE 2, SHT, 1. ANCHOR QTY. FROM TABLES 1-3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM, P -HOOK FOR BOX RISER WOOD INSTALLATION rn-r r r -1 1 -- ---- --9 -H -- - - - - -91 BF ---II ^PANEL n II PANEL n a TYPE 1 II TYPE II n 'A' i n 'QS' ii n 11 n n y n / o II j II I II if II rl I 11 I n 11 I 1 n II I 1 n lI 11 I II n 11 II n 11 LJ DLO WIDTH = NOM. PANEL WIDTH - 7" '.DETAIL 'U', SHT. 18, DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" ANCHORAGE DETAILS 'E' &'G', SHT. 13 XX -90° CORNER -XX (2 TRACK INSIDE 90° CORNER) INT. SEE CHART, SHT. 1 1 114 "MIN. E.D. TYP. f.. { •••. .. ., -... ft •C.'.- ,pl. y� . ,�.•y •;.... "'' " • SEE CHART, ..,.. - SHT.1 • ONCRETEIMASONRY (GROUTED BLOCK ONLY) DETAIL V', SHT. 18, ANCHORAGE DETAILS 'A' ∎�i & 'C', SHT. 13 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1 -3, SHTS. 7 -9 PERTAIN TO THIS ANCHOR LOCATION, •--- 2.693" MIN. DETAIL NN. P -HOOK FOR BOX RISER CONCRETE INSTALLATION ETAIL'EE', SHT. 19, ANCHORAGE DETAILS 'N' &'P', SHT. 14 DETAIL 'BB', SHT. 19 EXT. *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES Revsd Or J.J. Me: 10111111 Revisions: C NO CHANGE THIS SHEET Revsd8y: SMC Date: 01/05110 Revisions: 8 PER M/And! DADE COMMENTS RevadBy MC Date: 1 1!98!08 Revisions: A PER MIAMI DADE COMMENTS OrawnBY: Date: 08105109 Crnmked8y. Date: SM 9070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.Q. 0QX 1629 NOKOMIS, FL 34274 DETAIL 'KW, SHT. 20 HORIZONTAL SECTION B -B #10X1.50" PH SMS PANEL CORNER DETAIL, #8 X 1.00" PH SMS (OPTIONAL) FRAME CORNER DETAIL rkrODLICr IiZV1$w sleigflarhes wish ale lilies Cede hamitsamee Pe u-''. %41 lsiopirodm Ikea [L" EE r • !it SA4.011;woCizei4., Mei Dad( 0 ANCHORAGE DETAILS / EXAMPLE ELEVATION SERIES 770 ALUMINUM SGD - LMI 8ltodeI: SWD770 ode late NTS1 15 of 23 Gnawing Na. PGT0002 Rev: C ,, 'INN �,1 �... ' "/1(/.e 4 F� L Qom •. ; No 58705 :••t) '• Ga• • So 'C"� . fi CR1OA•'��'?` ` / SSIQNAtiti A. LYNN MILLER, P.E. P.E.# 58705 • NOTES: 1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 18 -20 FOR SECTION DETAILS AND SHTS. 7 -15 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT El NOM. PANEL HEIGHT - 8.25" 3. (1) LOCK (ITEMS 70 & 107 -110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. DETAIL 'CC', SHT. 19--v_ �DETAIL'BB', SHT. 19 ` t l ! ; ''tDETAIL'FF', SHT. 19. ._.. JbETAIL'V', SHT. 18, ANCHORAGE DETAIL 'N' & DETAIL 'EE', SHT.19, ANCHORAGE 'P', SHT. 14 ANCHORAGE DETAILS 'N' DETAILS'A' &'P', SHT. 14 &'C', SHT. 13 -�� DETAIL V, SHT. 18, — ANCHORAGE DETAILS 'A' IrIII MAX. HT. SEE DP I TABLES iFrr r r —7 � t & C, SHT. 13 PANEL TYPE 'R' 1 0 PANEL TYPE 'L' / X ► PANEL TYPE 'A' 1 SEE NOTE 3 X . •- / � 1 r - - =mop ��aooaae� PANEL TYPE 'D' ! X A a PANEL €€ a TYPE a 'A' a a ,, a , a a a PANEL TYPE 'CS' anu mQ PANEL TYPE 'QS' I PANEL TYPE 'K' ! SEE NOTE a ^ MAX. HT. DP I TABLES t ` \ •. 'V- DETAIL 'EE', SHT. 19, / ANCHORAGE DETAILS 'N' & 'P', SHT. 14 DETAIL 'BB', SHT. 19 / DETAIL 1J.11, SHT. 20 INT. a ueevaavo� 1; rr �� — �a — =�da 6� �� �■■� DETAIL 'U', SHT. 18, SEE FRAME & ANCHORAGE DETAILS 'E' PANEL CORNER & 'G', SHT. 13 OXXX (2 TRACK) .M�In:��l=�,i.M .M: : .M_:� DETA L'U', SHT. 18, HORIZONTAL SECTION A A XX-90° CORNER XX (2 TRACK ANCHORAGE DETAILS 'E' fltgDQCr SIEVIMI es soot** wide deo Fled& Illorldlipt Cod* 90 °OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13 CONSTRUCTION DETAILS SHT. 15 E_ XAMPLE DETAIL 'CC', SHT. 19 • DETAIL 'BB', SHT. 19 • DETAIL 'BB', SHT. 19 Z)ETAIL DD', SHT. 19, DETAIL'AA', SHT. 19, ANCHORAGE DETAILS 'Q' ANCHORAGE DETAILS 'S' & T, &'R', SHT. 14 SHT. 14, 'MM' &'NN', SHT. 15 DETAIL 'X', SHT. 18, ANCHORAGE DETAILS &'D', SHT. 13 ,�� DETAIL'HK',SHT.19, 'Z', , DETAIL Z, SHT.18, ANCHORAGE DETAILS 'M' ANCHORAGE DETAILS 'I' &'O', SHT. 14 &'J ,SHT. 13 i.i.•► L �► ._ I MAX. HT. SDEE I TABLES , € PANEL TYPE i 'M' / 1 PANEL TYPE 'F' 1 , r� X PANEL TYPE T. / ,� X PANEL TYPE f SEE NOTE X MAX' SEE DP TABLES POCKET SEPARATE APPROVAL 1 ! PANEL TYPE 'R' / l O PANEL TYPE ,L, 1 / SEE NOTE �J 3 a X PANEL TYPE %M, / ! 1 PANEL TYPE 'F' ! a X X , ``,‘011111111,1 1!/ NYN�1 ,�ij ,, �\ �� .. 1 / � •'•:08.1.E15:118'S F•' `z � • '• 705 __ = = tI l 'f • : E OP •.,:.`�.. , �'••.,,PLOR \?' , ,�� �• '/`/S10N AN- j i ! 1 A. L P.E.# 587 05� P E. DETAIL 'Y', SHT. 18, XX XX (4 TRACK BYPASS) ANCHORAGE DETAILS 'K' —'� OXXXp (3 TRACK RIGHT POCKET) DETAIL'W', SHT. 18,-� EXAMPLE SHT. 13 &'L', SHT. 14 EXAMPLE ANCHORAGE DETAILS 'F' &'H', SHT.13 RevadBy.� J.J. Dare: 90119119 Revlslm C NO CHANGE THIS SHEE?" EXAMPLE ,, '� Revadey SMC Dare 01106110 t�ev7ararro: PER M1AM1nAD>` COMMENTS 1076 TECHNOLOGY DRNE NOKOMIS, FL 34276 SERIES 770 ALUMINUM SGD - LMI Raved SY•' SMC Date: 11116109 RevtskenG A PER MIAMI DADECOMMENrs P.O. BQX 1629 II 80D770 '. r NTS sfmac 16 of 23 Drawing No. PGT0002 Rar C Drawn 8Y" SMC Date: 08105109 chft kad ay RJA Date: NQKQMl3, FL 34274 PANEL LETTER PANEL LETTER P SINGLE INTERLOCK CCM FIXED LOCKSTILE LOCKSTILE FIXED LOCKSTILE _ r�A SINGLE �d INTERLOCK LOCKSTILE T (BOX OU1) ASTRAGAL Ft OUT FIXED LOCKSTILE CS CORNER RECEIVER T (BOX IN) ASTRAGAL icti IN FIXED -EZE LOCKSTILE SC 1 coE ASTRAGAL SINGLE INTERLOCK > SINGLE INTERLOCK SINGLE eta INTERLOCK S s (Box. L (BOX OUT) LR (BOX OUT) N (Box., �.i (BOX IN) FIXED LOCKSTILE LCIE ASTRAGAL OUT FIXED ASTRAGAL LOCKSTILE IN SINGLE INTERLOCK ASTRAGAL OUT ASTRAGAL IN SINGLE - INTERLOCK ASTRAGAL OUT LUZ INTERLOSINGLE CK efgl SINGLE INTERLOCK ASTRAGAL IN B SINGLE INTERLOCK ecij SINGLE INTERLOCK QS SQ AS SA cI IC CF CORNER LOCKSTILE SINGLE INTERLOCK CORNER RECEIVER SINGLE INTERLOCK CORNER LOCKSTILE SINGLE INTERLOCK CORNER RECEIVER SINGLE Eas INTERLOCK rce CORNER RECEIVER itna CORNER LOCKSTILE SINGLE INTERLOCK CORNER RECEIVER NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. INTERIOR (ALL PANEL TYPES) EXTERIOR roil SINGLE INTERLOCK CORNER LOCKSTILE FIXED eCC LOCKSTILE F SINGLE INTERLOCK - ca SINGLE INTERLOCK FC FIXED LOCKSTILE 3=b CORNER rzet RECEIVER E SINGLE SINGLE INTERLOCK INTERLOCK K SINGLE Gcb INTERLOCK ec PP SINGLE INTERLOCK C FIXED LOCKS77LE 0140111,111CT i1MVialt0 o 71iRRM.MS�A a Cods #ipagitermetts 1%- 101 •11- $41ratios IMO LOCKSTILE RR FIXED LOCKSTILE caa SINGLE INTERLOCK ASTRAGAL Fj UT U (BOX IN) ASTRAGAL 2103 IN A SINGLE INTERLOCK Eirzb D J (BOX OUT) LOCKSTILE LOCKSTILE Rev IBy Dace: Revisions: 3d. 10!11111 C NO CHANGE THIS SHEET LOCKSTILE LOCKSTILE LOCKSTILE tra SINGLE INTERLOCK Revstillyi Revsd0y: SMC Drawn By: Sbl Dale: Date: Revisions. 11/10!09 Revisions: A PER MIAMI DADE COMMENTS 08105109 awaked By: RJA Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PANEL TYPES 7i8s: SERIES 770 ALUMINUM SGD - LMI Seetastatocke 5GD770 am. ism.* NTS 17 or23 DswtneNo. PGT0002 .tt11111II /1 \\` � v(MN fj .* : No. 58705 • 44,1f- '5;41 ••'• sip OF • • • � ",SS /ONAL A. LYNN MILLER, P.E. P.E.# 68705 SILL RISERS OPTIONS EXT. 1.587° FLUSH BOX SILL RISER • FLUSH FLAT SILL RISER FIXED PANEL SHOWN Rase B SMC miler• SMC DETAIL 'V' Defe: 10/11/11 Dale: 01/76!10 Data: 11/8!08 DETAIL 'U' Revisions: 0 EXT. LOW BOX SILL RISER EXT. EXT. MEDIUM BOX SILL RISER <=I EXTERIOR INTERIOR (=> (ALL VERT. SECTIONS) HIGH BOX SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER DETAIL 'X' FIXED PANEL SHOWN FIXED PANEL SHOWN DETAIL W DETAIL' Z' DETAIL 'LL' SCREEN AT HEAD DETAIL 'Y' DETAIL 'MM' SCREEN AT SILL mower alososgp M *l Ili iwl► � • bias a Pie ID I tillithrothe Owe Fr mandamilif !Sk NO CHANGE THIS SHEET PER WARSAW COMMENTS Revisions; A FER ML4MI DADE COMMENTS Drawn ay: SMC 08105109 Checked sy. R4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. SOX 1629 NOKOMIS, FL 34274 : VERTICAL SECTION DETAILS Inbar SERIES 770 ALUMINUM SGD - LMI stesstmoesk SGD770 scale I slate!: aravaia No. NTS 18 of 23 f PGT0002 ```�,ti%tltllll.,, � L.YNIU Mt( �/i yfl Iet tt ° ' • F i}R1C;A•• C� SjONAL � A. AL:NN ralE ti P.E. A. LYNN MILLER, . P.E.# 5B705 0 60 OR 61 1!J • . - kp 0 A If 4 , - — -..- 7 WIL iki 1 ir- - - - - - — - - — ki • I - -. • ■ s 1 1 1=din eZ ',MO-6 I-I rt. - - ,p, IL-- CD ilk 60 OR 61 le 0 0 le �66 0 C111- DETAIL'CC' DETAIL 'CC' OR 61 rE STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL 0 AND STILES AND STILES IS 0 0 60 OR Si 0 DETAIL '11' f�! `r 0 - , __ so �` Vi' Vii DETAIL 'NH' AT MIDSPAN DETAIL 'F' (FIXED PANEL) .:,.,, illirr " IliWill y:, ___ 1 _ wUt On 141eeliM AaM�wn No - - {61$. tG ar DETAIL 'BB' DETAIL 'EE' • 0 0 m V/ 0 �� 80 OR 61 , 800R61 [fil al �r "'_ 0 SCREEN o -I .;��;;; li r �� DETAIL 'NN' . 1111ii, 1 t 4 H l ,�, Lr AT JAMB !� 0 to eco DETAIL 'LL' Mil PANEL) AT MIDSPAN 0 DETAIL 'DD' (FIXED It 80 OR 81 � 600R61 - . .1 4 �';� `= 46 •r INTERIOR � Ali .� {ALL HORIZ. SECTIONS} �► EXTERIOR ' L r ; AT MIDSPAN DETAIL 'GG' (FIXED PANEL) �� , i ... ` ©k .. 4F'P ,. ; * ; Na, 5$705 - - = „O .,, o it 111 : ,(Ii ,, ' % Silk 'C f % 0,�:,�1• • Ft,QR10 • • C.,; ` ■' `'tS • %‘-',,.,` �'fi, SIONPt\ ,o` 111 ! �[ I { I O A. LYNN LLER, P.E. P.E.# 68705 DETAIL'AA' *ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE SHTS. 7 -9 FOR DP (PSF) ASSOCIATED WITH STILE TABLES 1 -3, RevsdBy: J.J. Data: 10/11/11 Revfslons: C NO CHANGE THIS SHEET 1070 NOKMIS F1.34275� P.O. 80X 1529 NOKOMIS, FL 34274 HORIZONTAL SECTION DETAILS �. SERIES 770 ALUMINUM SGD - LMI ��0~' w Rend By: SMC We: 0/08/10 R°` B' PER MIAMI DADE COMMENTS vat I &r• SMC Date: 11/10109 Rev : A PER MIAMI DADE COMMENTS 8GD770 eeaw: NTS 19 0 23 n tvo I PGT0002 C Drawn By: SMC Dew 08/05/09 Gheatcedey- RAJ Uata: I EXTERIOR INTERIOR DETAIL 'JJ' (900 OUTSIDE CORNER, 2 -TRACK SHOWN) DETAIL 'KK' (900 INSIDE CORNER, 2 TRACK SHOWN) rKODUCT t9EY}9:O 100 4 !fi fi with the noes Coat *.n *s.. N. ly. Ch.' s...4 Nord mew t�I •1'f 0111111 Ravens: NO CHANGE THIS SHEET Reesd By, Doke Revlsbes: Reese By: SMC Dada 11118/09 Revlstons: A PER MIAMI DADE COMMENTS Thewn By. SMC 08105109 Checked By RJA Dete: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1520 NOKOMMIS, FL 34274 HORIZONTAL SECTION DETAILS, CORNERS SERIES 770 ALUMINUM SGD - LMI 8edeaVMOde1• SG0770 NTS Shot 20 "23 Drawing No. PGT0002 Rev. C it III NI, Raved LNOIN z. #c Na 5874 �DLt11 .• Of ++� •Q,t* ' • fi1.OR • •.� . 1•fi�SSIUNP .- ��‘‘� �A. LYNN MILLER, P.E. P.E.# 68705 ITEM PGT Dwg. # PGT. # Description 41 1 17306 617306 2 -1RACK HEAD 17326 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 68152 3 17309 617309 3 -TRACK HEAD SCREEN DOUBLE INTERLOCK 4 17312 617312 4 TRACK HEAD 46 5 17314 617314 FRAME SCREW COVER 668 6 17317 617317 FRAME HEAD/JAMB ADD-ON 7SRAX 7 17304 617304 2-TRACK SILL SCREEN ASTRAGAL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 51 9 17307 617307 3 -TRACK SILL 1694 10 17310 617310 4 -TRACK SILL 61816020 11 17313 617313 FRAME SILL TRACK INSERT 1/2" x 4" x 1/16" SITTING BLOCK 12 17315 617315 FRAME SILL SCREEN ADD-ON 76 13 17316 617316 FRAME SILL SCREEN END ADD-ON 14 17305 617305 2-TRACK JAMB 617358 15 17302 617302 2 -TRACK JAMB WITH SCREEN RAIL 1" IG BEAD HORIZONTAL 16 17306 617308 3 -TRACK JAMB 81 17 17311 617311 4 -TRACK JAMB 1224 18 17322 617322 SILL RISER - 0 IGTAPE 19 17319 617319 SILL RISER - 0 HOLLOW 20 17321 617321 SILL RISER - LOW FLAT 21 17318 617318 SILL RISER - LOW HOLLOW 22 17355 617355 SILL RISER - MED FLAT 23 17354 617354 SILL RISER - MED HOLLOW 24 17320 617320 SILL RISER - HIGH HOLLOW 25 17323 617323 SILL RISER - HIGH FLAT 26 17333 617333 POCKET DOOR P -HOOK 27 7070 ' 67070 NEOPRENE BULB WSW FOR P-HOOK ' 28 17334 617334 POCKET DOOR P -HOOK MOUNT 29 17335 617335 P -HOOK COVER 30 17348 617348 POCKET DOOR P -HOOK FOR BOX RISER ) 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 17325 7LOCKWGSK SCREEN LOCKSET 42 17326 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE - .165 52 1694 81694 SCREEN SPLINE - .150 53 6153 61816020 SCREEN CLOTH 54 1725 SILICONE 1/2" x 4" x 1/16" SITTING BLOCK 55 1726 78185X 1" X4" X1116" SITTING BLOCK 202 PGT Dwg. # GLASS 7/16 LAMINATED HT-HT PVB 203 17325 GLASS 9/16 LAMINATED HT-HT PVB 204 17326 GLASS 7/16 LAMINATED H7 HT SGP 205 17327 GLASS 9/16 LAMINATED HT -}-IT SGP Revsd Sy: J.J. Rend sy SMC Revsd SY SMC NOTE: ALL ALUMINUM = 6063 -T6 Oak 1/11/11 Data: 01/05110 Dade: 11/16/09 Re Cana: ITEM PGT Dwg. # PGT. # Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WS1P. - THIN (INSIDE INTERLOCK) - 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1 1/2" X 1" X314" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 6153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW 899 OR 5 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W /LONG TRIM PLATE 76 71032XIFPFX #10-32 X 1" FL SS SCREW W/ TYPE "F" TIP 77 7103239 10 -32 STEEL ZINC U -NUT 78 17358 617358 3/16 & 1/4 OGEE BEAD HORIZONTAL 79 17357 617357 1" IG BEAD HORIZONTAL 80 17359 617359 7/16 BEAD HORIZONTAL 81 17360 617360 9/16 BEAD HORIZONTAL 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 IGTAPE 1/2 '3C 1/16" SINGLE SIDE ADHESIVE TAPE FOR 1G BEAD 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG • 103 8186 78186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CUP - 6" LONG 106 17352 617352 EXTERIOR FIXED PANEL RETAINER 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT - RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X314" PH. PN. TEK - S.S. 112 1235 67816 WSTP, .270 X .170 - FIN SEAL 113 1712 64066 .187 X .230 FINSEAL 114 710X115PPX #10X 1 112" 115 710XPPT #10X 1" 116 720X1X #14-20 X 1" ST. STL. 117 720X112X #14.20 X 1.5" ST. STL. 116 17336 617336 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 6117338 INSIDE CORNER ASTRAGAL 210 GLASS LAMINATED 10 3/16T - 7/16 LAMINATED HT-HT PVB 211 GLASS LAMINATED IG 114T - 7/16 LAMINATED HT-HT PVB 212 GLASS LAMINATED IG 3/16T - 7/16 LAMINATED HT-HT SGP 213 GLASS LAMINATED 10 114T- 7/16 LAMINATED HT-HT SGP NO CHANGE THIS SHEET Retlslans: B Revisions: A PER MIAMI I DARE COMMENTS PER MIAMI DADE COMMENTS Dreamily. Date: Chedced0y Date: SMC 08/05/09 R 4 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34275 P.O. 60'1629 NOKOMIS, FL 34274 PARTS LIST SERIES 770 ALUMINUM SGT-? - LMl Serleandoleh SGDno NTS Shseh 21 a 23 Ommetryft PGT0002 Rev: rKQDUcT RTVth O as amitplyistwilhibe P1eei& ll--16 %S. 1 1-1. 1‘14 IA Am NSW 0.062" 1.303" ri_ 0.325" --f INTERLOCK SCREW COVER (65) MATL: 6063-T6 0.233 "v 0.062" P -HOOK SCREW COVER (29) MATL: 6083 -T6 0.062" jam- 0.718" I� 0.264" 1.050" rm- 0.050" 0.779" 0.83" 1.050" 00352" •-- u vt +I� 0.080" FRAME SCREW COVER GLAZING BEAD (SINGLE) (78) MAT'L: 6063 -T6 (5) MATE.: 6063 -T6 0.752" 0.080" P -HOOK FOR BOX RISER (30) IMAM 6083 -T6 4.125" 0.885" t 1.304" P -HOOK (26) MATL: 6063 -T6 0.062" --�- r- 0.750" 4.055" 0.062" L ' -----L -� ■ 0.062" --0-it 0.062" --�� 0.062" ---0.-1[--•- HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (24) MAT'L: 6063 -T6 (23) MAT'L: 6063 -T6 (21) MATL: 6063-T6 (19) MAT'L: 6063 -T6 (20) MAT'L: 6063 -T6 (22) MAT'L: 6063-T6 (25) MATL: 6063-T6 3.25" TOP /BOTTOM BOTTOM RAIL (69) MATL: 6063 -T6 -•- 0.750" 0.062" 3.305" 0.062" 0.050" -f 1.003" 0.050" 0.757" SILL TRACK GLAZING BEAD (I.G.) FIXED PANEL CLIP (11) MAT'L: 6083 -T6 (79) MAT'L: 6063 -T6 (105)MATL: 6063 -T6 3.979" - �- 3.979' 1.645" 1 0.125 "" -►- STANDARD ASTRAGAL (67) MAIL: 6063-T6 3.125" STANDARD STILE (60) MAT'L: 6063-T6 1-.- 872" L I1.019" SCREEN STILE l (40) MATL: 6063 -T6 0.062 " 0.750" FLUSH FLUSH FLAT SILL RISER (18) MAT'L: 6063-T6 0.232" 1.467" 2.555" 0.062" 1.567" 0.906" 0.232" 2.455" 0.080" 0309" 1.162" 0.062" rff 1 0.550" 1.739" 0 .739 -�i FIXED PANEL RETAINER INTERLOCK (106) MAIL: 6063 -T6 (62) MATT.: 6063 -T6 1.888" 0.075" 1.645" 0.281" HEAVY DUTY ASTRAGAL (68) MAIL: 6063 -T6 4" 3.125" HEAVY DUTY STILE (61) MATL: 6063-T6 0.232" 3.205" 1.6" 2.304" 0.062" 0.798" --f P -HOOK MOUNTING ADAPTOR (28) MATL: 6063 -T6 0.232" 3.955" Revid By: Rend By: SMC Dem By: SMC Da 10111111 Date: Revistonc NO CHANGE THIS SHEET Revisions: Date: 19MOl09 Revtstana: A PER MIAMI DADE COMMENTS Date: 08105/09 Checked By: RJA Date: 1070 TECHNOLOGY DRIVE NOKOMISS, PL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 Desepoom EXTRUSIONS Mb: SERIES 770 ALUMINUM SGD - LMI Sethrelidorlat SGD770 State: I Sheet NTS I 22 '" 23 Dlewteg No. PGT0002 Rev: C ritOD.UCUINIEVI680 stsegapyin Oh 1M Iriedila &�# Cede ArK Pe -- IED i •l (4- itsperation Ise 00 I I I H i i \� '1/ ```� ‘‘%t.\.- .. MIj1 ti ti�01G�NSE•• No 587p5 LO "i `?SIONN A. LYNN Ot!LEti1, P.E. P.E.# 68705 5.069" 0.081" 2-TRACK HEAD (1) MAT'L: 6063-T6 6.198° 8.562° 0.081" - 2-TRACK HEAD W/ SCREEN TRACK (2) MAT'L: 6063 T6 7.105" kS 0.081° 3-TRACK HEAD (3) MAT'L: 6063 -T6 9.142" 0.080 " -- 4TRACK SILL (10) MAT'L: 6063 -T6 6.526" 0.080" - 3 -TRACK SILL (9) MAIL: 6063-T6 6.221" 0.080° 2 -TRACK SILL W/ SCREEN TRACK 8) MAUL: 6063 -T6 4-TRACK HEAD 0.081" - (4) MAT'L: 6063-T6 5.621° -Ur 1.505" 4 1.505" 4 .1I 1.505" r. 1.045" T- 1.993" SCREEN TOP RAIL (45) MAIL: 6063 -T6 0.062" I- 0.875" 1.993" L SCREEN BTM. RAIL (46) MAIL: 6063-T6 0.062" 2 -TRACK JAMB (14) MAT'L: 6063 -T6 4.49" 0.080" -- 2 -TRACK SILL (7) MAT'L: 606346 4" INSIDE CORNER ASTRAGAL (120) MAT'L: 6063-T6 OUTSIDE CORNER ASTRAGAL (119) MAT'L: 6063-T6 CORNER RECEIVER (118) MAT'L: 6063-T6 3-TRACK JAMB (16) MAIL: 6063T6 4-TRACK JAMB (17) MAT'L: 6063 -T6 Rowdily: J.J. Dais: 10111/11 Revisions: C NO CHANGE 7"H1S SHEET fOTO TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. F' O BOX 1629 NOKOMlS,1=L 34274 EXTRUSIONS Raved Sy: Date: Revisions: ���� Raved*: MC Date: 11116108 '� °' A tee: RIES 770 ALUMINUM SGD - LNII PER MAW t)AtlECQMMENTS Drawn 8�t SMC Data 08/04/09 Checked/3y RJA t7aier 8GD770 SceFe: NTS Shams 23 m 23 Drawing No. PGT0002 1liar ! C --� 1.36" 0.081" ---p- c 6.198" 2-TRACK JAMB WI SCREEN TRACK (15) MAT'L: 6063 -T6 ria ODUCT NkV as saaailblag-with * e nook Raldlr8 Cade PAPIntiee :ilk IA "44tiktrier I1111,,- \``���0�•{ LYNN �,j /�����ii No. 58705 -n °n1t1111 J � • • I Iii • ' *1(( � • STATE OF •.' / ' rsSj0 NA t- tt `. A. LYNN M1EtRi, P.E. P.E.# 58705