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WS-14-217Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206672 Permit Number: WS -2 -14 -217 Scheduled Inspection Date: March 10, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: AGGARWAL, SANJAY & PREETY Work Classification: Window /Door Replacement Job Address: 1430 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: ACE CONSTRUCTION tswiaing Department comments REMOVE AND REPLACE 20 WINDOWS Phone Number Parcel Number INSPECTOR COMMENTS False 1132050240020 Phone: (305)892 -8453 March 10, 2014 For Inspections please call: (305)762 -4949 Page 10 of 24 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 10, 2014 For Inspections please call: (305)762 -4949 Page 10 of 24 judgment and knowledge of local /regional wage scales can provide additional guidance to determine reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, framing, HVAC). SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE ITEMS TO BE INCLUDED (Please check off each line) ALL STRUCTURAL ELEMENTS INCLUDING: [ ] Spread or continuous foundation footings and pilings [ ] Monolithic or other types of concrete slabs [ ] Bearing walls, tie beams and trusses [ ] Wood or reinforced concrete decking or roofing [ ] Floors and ceilings [ ] Attached decks and porches [ ] Interior partition walls [ ] error wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings [ Windows and doors [ ] Re- shingling or re- tiling a roof [ ] Hardware ALL INTERIOR FINISH ELEMENTS, INCLUDING: [ ] Tiling, linoleum, stone or carpet over sub - flooring [ ] Bathroom tiling and fixtures [ ] Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative finishes) [ ] Kitchen, utility and bathroom cabinets [ ] Built -in bookcases, cabinets and fumiture [ ] Hardware ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING: [ J HVAC equipment [ ] Repair or reconstruction of plumbing and electrical services [ ] Light fixtures and ceiling fans [ ] Security systems [ ] Built -in kitchen appliances [ ] Central vacuum systems [ ] Water filtration, conditioning or recirculation systems ALSO: [ ,J Labor and other costs associated with demolishing, removing or altering building components [ J Overhead and profit ITEMS TO BE EXCLUDED Plans and specifications Survey costs Permit fees Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to landfill and landfill tipping fees), clean -up (e.g., dirt and mud removal, building dry out, etc.) Items not considered real property such as: throw rugs (carpeting over finished floors), furniture, refrigerators, appliances which are not built -in, etc. OUTSIDE IMPROVEMENTS, INCLUDING: Landscaping Sidewalks Fences Yard lights Swimming pools \spa Screened pool enclosures Sheds Gazebos Detached structures (incl. garages) Landscape irrigation systems Docks and Davits Seawalls Driveways Decks ITEMS REQUIRED TO EVALUATE YOUR APPLICATION APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item): 1. Completed and signed application for substantial damage /improvement review (included in this package). 2. Elevation certificate if property is located above base flood elevation. 3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed, notarized and dated (included in package). 5. Estimated Cost of reconstruction /improvement form (included in package) and all required backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate Form). 6. This checklist. 7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids to document the cost estimate. SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW i st Name: . Property Owneff Address: Pr perty Owner's Phone Number: Contractor's Name: Address: L l4 b' O VJ Contractor's hone Number: 3 cas° °- Z, - a'gs- -T Flood Zone BF (Excluding garage or carport) Check one of the following: FL -?.?/ yor— M1 % Lowest Floor Elevation [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: [qf am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. SIGNATURES: Property Owner: Date: ,;1(o I l q Contractor: Date: zt(otkg SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Pro erty Address: M. pt 101 sf A'alIM tom, C% tractor's Name: Property Owner's Name: Property Owner's Phone Number: -36 S— _ X44 Lk® l I I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF tort COUNTY OF M k&,,h k 1)d (? Before me this day personally appeared � AonL duly sworn, deposes and says that he/ he has read, un ` aforementioned conditions. Property Owner's Sbnatur 0n1t , who, being I, and agrees to comply with all the Sworn to and subsc'Fibed before me this Ic, day of v , 201` . ;satl�Ye� ®v� CESAR A COLLAZ® Notary Public tate f \o «&o► MY COMMISSION # DD969677 My commission expires 51 a, laDL4 •r. '�•�+goR�o'' EXPIRES May 21, 2014 (407) 398 -0153 FloridallotaryService.com SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Loo iraciors luompany Name: RZ Address: or Certification Number: Contractor's We Registration Number (if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and /or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF ! (� COUNTY OF riot % kr,% % -0 Before me this day personally appeared , who, being duly sworn, deposes and says has read, understands, and agrees to comply with all the aforementioned conditio Contract i Sworn to subs Ibed before me this Icy day o 20 ly =— � �� A C ®I_�AZ® otary Public State of- 11" °' t - y commission expires: -�: MY COMMISSION # DD969677 EXPIRES May 21, 2014 (4071396 -0153 Floridallotarysmice.com Application Cost Estimate of Reconstruction / Improvement Number Date Address This cost estimate of reconstruction /improvement must be prepared by and signed by the contractor or by the owner If the owner acts as the contractor. owners who act as their own contractors must estimate their labor cost at the current market value for any work they Intend to perform. Sub - Contractor Bids Contractoy or Owner material Costs Estimat (o- 00�a �® Costs C QQ- d 6 r4,06a, an Bid Amounts (see note "D ") 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofing 5. Insulation and Weather -strip 6. Exterior Finish (stucco) 7. Doors, Windows & Shutters 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built -in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built -in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit W# Miami Shores village Building Department g p =FS0 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A949 FBC 20 BUILDING PERMIT APPLICATION Permit Type; JOB ADDRESS: BUILDING -1- Permit No. H—,914- Master Permit No. ( ASS ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee �Sgimple Titleholder): � /�q 1 /�1s9(fJ (si /WL4 [ Phone#: Address: ` 1 � 0 f t & / L-L City: fk0A r 56.f State: Tenant/Lessee Name: Phone#: Email:S'q, (7 i�� A6 6w�al She 61®by1 • CONTRACTOR: Company Name: Address: CI4Sr W !y, City: IFIN W Qualifier Name: zar -&-Ct 2 - Lf-qC' Zip: 9216 / State Certification or Registration CC i C t rti W C4 �* Certificate of Competency #: Contact Phone#: 30r —A2- 4',$'�„ ? Email Address: C eSC11_e bi0' 144 y 4ce C&h DESIGNER: Architect/Engineer.. Phone#: Value of Work for this Permit: $ 16400 SquarelLinear Footage of Work: Type of Work: OAddition !]Alteration UNew ORepair/Replace Description of Work: P &lxw, _ anc� Wnce eX o � i �t Color thru tile: ODemolition Submittal Fee $ f 00 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ DBPR $ Bond $ _ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ l�,l 2 -LY1 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. — The foTtb(W14 oing instrument was acknowledged before me this q day of 20 ly , by Snn� ! 144(aW�,, , Jj who is R51nail kno me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: I APPROVED BY The foregoing instrument was acknowledged before me this, dayof Eeb(Vowq .20!9 by Arxc� eA who . y o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ZO t: LPs r C.© i `c MY CO. .1 DD9696rA ly Commission Expires: EX7, 21, 2014 7) 398 -0153 F - Ace,mm Plans Examiner rfvit� Structural Review 14 vev (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) 53 COMMISSION # DD969677 EXPIRES May 21, 2014 Zoning Clerk TAT FLORIDA IiiARTXM M. OF BU aN :da, a: wc'!s i 8 _ .�, sir n . ii_ ��6� .�i:•. YJi.��6:'!1� �� 'fig —' '..�i'si . .. r• a' ws t1� ME AC$ C SIRE_ tCTZ 3 r <, FL 33363 R.Tc SCOTS > Y1AWSON GOVEROlt " SECRETARY DISPLAY AS REQUIRED BY LAW ACORV CERTIFICATE OF LIABILITY INSURANCE `✓ F07/08/2013 DATE(MWDDNYM 'THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCE: 239 269 9098 800 655 0848 M & M Insurance Services Inc 12541 Metro Parkway Suite 6 Fort Myers, FI 33966 ccONNTACT Saundra Gattie FAX PHONE . 239 269 9098 WE, Nok 800 655 0848 E-MAIL : amejla954@comcast.net INSURE S AFFORDING COVERAGE "Co INSURER A: Starr Su [plus Lines Insurance Company INSURED Egert Construction Inc dba Ace Construction 11950 W DIXIE 11950 W Dixie Highway North Miami, FL 33161 INSURER B � ( 07/09/2013 INSURER C: EACH OCCURRENCE INSURER D: DAMAGE occurrence) R PREMISES INSURERE: MEDEXP (My one pmson) INSURER F: PERSONAL & ADV INJURY COVERAGES CERTIFICATE NIIMRFR• RFVISIAN NIIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �� TYPE OF INSURANCE SUB POLICY NUMBER BIDDY EFF � EXP LIMITS /� GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ✓ OCCUR SLPGGL0193700 � ( 07/09/2013 07/0912014 EACH OCCURRENCE $1,000,000 DAMAGE occurrence) R PREMISES $100,000 MEDEXP (My one pmson) $5000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $ 2 000 000 GENt- AGGREGATE LIMIT APPLIES PER: I POLICY PRO LOC PRODUCTS - COMP /OP AGG $2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED ISCHEDULED AUTOS AUTOS HIRED AUTOS NON-OWNED AUTOS MBIINdeEnDtSINGLE LIMB BODILY INJURY (Per person) $ BODILY INJURY (Per atxWeM) $ PROPERTY DAMAGE Per $ UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ MRKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) NyS describe under DESCRIPTION OF OPERATIONS below N/A I WC STATU OTH- TORY LIMITS E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT S i i DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Addidonal Remarks Schedule, H more space Is required) City of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Saundra Gattie ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010 /05) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE 08DA6E(0A1t3/DD/ZY.YYY)PM THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCE AND THE CERTIFICATE HOLDER. IMPORTANT: the cer8cate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If 3UBROGATIF)N IS AI D, subject to the terns and conditions of the policy, certain policies may require an endorsement a statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER T NAM' Sighpoint Risk Services LLC 5501 LHJ Freeway, Suite 1200 (8D0)728.0623 PAX i11C,t1o) :(972)4044380 D EINSURERAcompanion Dallas, TX 75240 ® INSURERS AFFORDING COVERAGE NAIO g Property and casualty insurance Company 12157 AMS 1 /c /f: INSURER B: MED EXP (Arry one person) EGERT CONSTRUCTION INC., DBA ACE C050NSTRUCTION 11950 WEST DIXIE HIGHWAY MIAMI, FL 33161 INSURER $ INSURER D: AGGREGATE UMITAPPLI SPER. POLICY M JECT LOC Phone: ;305) 292 -8453 Fax: !305, 352 -9968 INSURER E: PRODUCTS - COMPIOPAGO NS F: $ COVERAGES CFRTIFICATF 1JI InARCR• Det/iQlnst 111 taa1aeo. UABIUTY ANYAUTO ALL OWNED AUTOS SCHEDULEDAUTOS HIRED AUTOS NON-OWNED AUTOS NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MA PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LN TYPE OF INSURANCE L MR ueR WVD POLICY NUMBER p� EE DATE MIM/DDf(Y) ��L1� EXp DATE MMIDDKY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE ® OCCUR ® EACH OCCURRENCE It DAMAGE TO RENTED $ MED EXP (Arry one person) $ PERSONAL 8 ADV INJURY $ GENL AGGREGATE UMITAPPLI SPER. POLICY M JECT LOC GENERAL AGGREGATE $ PRODUCTS - COMPIOPAGO $ AUTOMOBILE UABIUTY ANYAUTO ALL OWNED AUTOS SCHEDULEDAUTOS HIRED AUTOS NON-OWNED AUTOS � ❑ COMBINED S NGLE LIMIT (Es accident) $ BODILY INURY (Per accident) $ PROPERTY DAMAGE (Per accident) S S UMBRELLA LIA13 EXCESS LIAB CLAIMS -MADE OCCUR ® ❑ EACH OCCURRENCE S AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A EMPLOYERS' LIABILITY ANY PROPERIETORIEXECUTNE Y/N OFFICER.MEMBEREXCLUDED? a (Mandatory in NH) f yes, describe under SPECIAL PROVISION below N/A ❑ DPE26272740360 04/01/2013 04/01/2014 X R E.L. EACH ACCIDENT $ 1000000 E.L.DISEASE- EAEMPLOYEE $ 1000000 E.L. DISEASE - POLICY LIMIT $ 1000000 DESCRIPTION OF OPERAT IONS(LOCATIONSIMICLES(Attaehed ACORD101, Additional Remarks Schedule, It nwre space is required 1. This certificate remains in effect, provided the client's account is in good standing with AMS. Coverage is not provided for any employee for which the client is not reporting wages to AMS. Applies to 106% of the employees of AMS leased to EGERT CONSTRUCTION INC., DBA ACE C050NSTRUCTION, effective 04 /01/2013 2. Insured is afforded Workers Compensation & Employers liability as a co— employer under the policy for employees leased from AMS. NCR 1 rrna%s C nwi -uCR CANEAL LLA I ILIN ACORD 25 (2010105) ©1988-2010 ACORD CORPORATION. All right reserved. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF MIAMI SHORES EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH BUILDING DEPARTMENT 10050 NE 2ND AVE THE POLICY PROVISIONS. MIAMI SHORES, FL 331382304 AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) ©1988-2010 ACORD CORPORATION. All right reserved. RATIONAL ANALYSIS AND ENGINEERING DESIGN CALCULATIONS NEW WINDOWS RETROFIT AT 1430 NORTHEAST 101 STREET MIAMI SHORES, FLORIDA DATE: 02 -03-14 TABLES OF CONTENTS: 1. WIND PRESSURES PAGES 1 -4 ANATOLIA ENGINEERING SERVICES, INC. ASSUMES RESPONSIBILITY FOR BOTH MANUAL AND COMPUTER GENERATED CALCULATIONS. CARL G. FORBES - CONSULTING ENGINEER CARL G. FORBES P.E. # 20699 C.A.# 000028792 555 SOUTH POMPANO PARKWAY POMPANO BEACH, FLORIDA 33069 TOTAL PAGES: 04 %%%01G 11111111 �',► I . � NECANind Version 2.1.1.2 per ASCE 7 -1 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date : 1/30/2014 Project No. Company Name : Designed By Carl Forbes Address : 1430 NE 101st Description City : Miami Shores Customer Name State : Florida Proj Location File Location: C: \Program Files (x86) \MECAWind \Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.40 Deg Ht: Mean Roof Ht = 24.38 ft Type of Roof = Hipped RHt: Ridge Ht = 27.25 ft Eht: Eave Height = 21.50 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 4944.00 ft^ 2 Bldg Length Along Ridge = 83.00 ft Bldg Width Across Ridge= 52.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq. >l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht = 15.00 ft lzm: Cc *(33 /Zm) ^0.167 = 0.23 Lzm: 1 *(Zm /33) ^Epsilon = 427.06 ft Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 = 0.91 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/ -0.55 Reduction Factor for Large Volume Buildings, Ri Aog: Total Area of Openings in Bldg Envelope = .00 ft ^2 Vi: Unpartitioned Internal Value - .00 ft ^3 Ri: 0.5 *((1 +1 /(1 +(Vi /(22800 *Aog))^0.5))(Egn. 6 -16) ='1.000 Notes: 1) +GCpi = +0.55 * Ri Notes: 2) -GCpi = -0.55 * Ri Topographic Adjustment 0.33 *z = 8.05 Kzt (0.33 *z): Topographic factor at elevation 0.33 *z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33 *z)] ^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6 -1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 52 ft wall L/B = 1.60 ph: Net Pressure at top of wall (windward + leeward) = 37.50 psf p0: Net Pressure at bottom of wall (windward + leeward) = 36.38 psf ps: Side wall pressure acting uniformly outward = .6 * ph = 22.48 psf pl: Leeward wall pressure acting uniformly outward = .31 * ph= 11.79 psf pwh: Windward wall pressure acting uniformly outward = ph -pl = 25.71 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 24.59 psf SRS -Wall Pressures for Wind Normal to 83 ft wall L/B = 0.63 ph: Net Pressure at top of wall (windward + leeward) = 40.74 psf p0: Net Pressure at bottom of wall (windward + leeward) = 39.44 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 22.00 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 15.48 psf pwh: Windward wall pressure acting uniformly outward = ph -pl = 25.26 psf pw0: Windward wall pressure acting uniformly outward = p0 -pl = 23.95 psf Y a_ rr - PIMAMM mesh Mof hL Net Wind Pressures on Roof (Table 27.6 -2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 Psf Psf - - -- ---- - - - - -- ---- - - - - -- 1 -33.66 11.66 2 -27.18 -11.94 3 -41.73 .00 4 -37.19 .00 5 -30.53 .00 Note: A value of 10' indicates that the zone /load case is not applicable. Hipped Roof Roof Overhang Loads (Figure 27.6 -3): Load Case 1• Povh1: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2• Povh1: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 qk,4*W- Zones I or 5 1 Elm WW Direction _. _ ._ w - -25.25 psf _ -31.30 psf = 8.74 psf _ .00 psf MECAWind Version 2.1.1. C 7 -10 Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 1/31/2014 Project No. Company Name Designed By Address Description City Customer Name : State Proj Location : File Location: C: \PROJECTS \2014 \ACE \1430 MIAMI SHORES \windl0.wnd M- 1 af7 <0< - -27 Wind Pressure on Components and Cladding All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 5.2 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft ^2 GCp GCp psf psf -------------------------------------------------------------------------- WINDOW 1 2.00 5.83 11.7 4 0.99 -1.09 57.83 -61.59 WINDOW 1 2.00 5.83 11.7 5 0.99 -1.38 57.83 -72.43 WINDOW 2 1.50 1.50 2.3 4 1.00 -1.10 58.27 -62.03 WINDOW 2 1.50 1.50 2.3 5 1.00 -1.40 58.27 -73.31 WINDOW 3 3.08 3.08 9.5 4 1.00 -1.10 58.27 -62.03 � s .. M IAM aQADE MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11845 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTTCE OF ACCEPTANCE (NOA) www,miamidgdLjgXteeasW 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 RER- Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series i°PW- -701/ 720 / 820" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-- 720 -820, titled "Series Fixed Window Installation Guidelines ", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal 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: "Miamii —Dade County Product Control Approved ", unless otherwise noted herein. REVISION 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 and renews NOA No. 11- 1110.15 and consists of this page 1 and evidence pages E -1 and E-2, as weil as approval document mentioned above. The submitted documentation was reviewed by Jaime D. GasCOn, P. E. NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July1S, 2013 Page 1 v t. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation GuideIines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, 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 20294 alongwith marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum .fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL -3850, dated- 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Subini ted under previous NOA No. 03-1105. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300 -09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E -1 Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04 /11/13, expiring on 12111/16. 2. 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. 3. TREMCO Part No. TR- 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomeis -- Tension of 1600 PSI. c) ASTM. D395B Test Methods for Rubber Property --- Compression Set for 22 HRS 158 °F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04 /29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL -7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07126/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s F11,-3835 and FTLr -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW 701 Aluminum Fixed Window -- L.M.I." approved on 02/02/12 and expiring on 02/19/14. E--2 Jaime D. Gaston,��. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 40 6. V F P MAM!•DADE MIAMI -DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAHC RESOURCES MR) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)-315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) Svww.mlamldade,eov�economy 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "'CA-74011 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -CA740 LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. 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 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. NOA No. 12-1218.09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 v PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD- CA740 -LM, titled "Casement Window Details -- LM & SM ", sheets 1 through 10 of 10, dated 08/08112, 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, TAS 202 -94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -7065, dated 10105/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteS PVB Interlayer" dated 09/08111, expiring on 12 /11116. 2. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01114/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. E -1 Manuel Product Control Ex mi r NOA► No. 12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 GENERAL NOTES: SERIES 740 IMPACT- RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' W THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DADS COUNTY, USE ONLY MiAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1 -112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -11Y THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD SUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300, 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL- 7065, 3679, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSIIAF &PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. Tent L= 4 Glass Types Sheet # 1 1611w Lami TUADAn ..69(f PVB -118 An 6 2 7/16" Laml (3/16 An -.091Y SGP - 3116 An) 6 3 7116" Lami 3/16 HS -.09W SGP - 3116 HS) 7 4 7/8" Land. IG (118' An - 7/16" Air -1/6*` An -.OW PVB -1/8- An) 5 5 718" Lami. IG (118" T - 7116" Air -1/8" An - .OW PVB -118" An) 8 6 718" Lami. IG (3116" An -1/4" Air - 3/16" An -.091.r- SGP - 3116" An) 9 7 718" Lard. IG (3116" An -114" Air - 3/16" HS -.OW SGP - 3116" HS) 7 8 7/8- Lami. IG (3116- T -1/4" Air - 3/16" An -.OW SGP - 3116" An) 9 9 7/8" Laml. IG (3118" T -1 /4" Air - 3/16" HS -.OW SGP - 3116- HS ) 7 It DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 37' WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.476" (HEAD & SILL 4" MAX i—o— B. SEE SHEET 2 01 69" VISIBLE LIGHT HEIGHT (DLO) 1 4" MAX. -T 30" VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES .............................1 ELEVATION ........ ..............................1 GLAZING DETAILS ...........................1 INSTALLATION ..................... ......._. 2 ASSEMBLY TUBE DETAILS...»........ 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 5-9 ASSEMBLY DETAILSIBOM..»».» -- 10 5K6' LAMINATES 7116' LAMINATED GLASS STACK GLASS STACK 118' ANNEALED .090' DUPONr 3116' ANNEALED OR HEAT-STRENGTHENED--_ GLASS 13UTACITE PVB GLASS I EXTERIOR U8 ANNEALED GLASS 3118` ANNEALED OR I _ 11116" GLASS BITE ,� f I OUPONTSGP 3118' ANNEALED OR GLASS 11116' GLASS BITE GLASS TYPE 1 GLASS TYPES 2 & 3 17 -1)2" MAX 718' IoM NOLIL A, SEE O.C. GLASS STAt3C GLASS STACK SHEET 2 t GLASS LAMINATED 7GLASSLAMIi1CK GLASS STACK V8 ANNEALED GLASS 3116° ANNEALED OR 8" 7118' AIR.4P AW DUPONT U'P AIRSPACE HEATSTRENGTHENED GLASS Q.C. 1B' ANNEALED OR I BUTACLTE PYB 3116" ANNEALED .090° DUPONT SGP TEMPERED GLASS g•A GLASS �{,L�ALED 38 3/i6'ANNEALEDOR USE ANCHOR 36 GLASS HEAT-STRENGTHENED GLASS - PA#t AT EACH EXTERIOR —� EXTERIOR JAMB IF a - HEIGHT IS 37 11116' GLASS BITE 37 1 11/16' GLASS BITE 26' OR OVER 3 3 76' HEIGHT 31 � 50 31 50 14- 112" MAX. O.C. IF WIDTH IS 33.476" & OVER (HEAD & SILL) ��1ltltf111 7�oN�. LYNAf - �� _ICENgF No. 58705 ' 3 1� C7 •'• STA E O ((� s 0,0' /ONA%- 0 � A. LYNN MILLER, P.E. GLASS TYPES 4 & 6 r 111 mr, Lire e TAI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 GLASS TYPES 6 & 7 718' NOM. GLASS STACK 7118' LMiINATF.D ~ GLASS STACK 3118` ANNEALED OR 114' AIRSPACE EAT-STRENGTHENED GLASS 3f16' TEMPERED 000 DUPONT SGP GLASS _ 3116`ANNEALEDOR GLASS 4 11116" GLASS BITE GLASS TYPES 8 & 9 Revision: Revision: 4pproved as Flarlda nuld with the w Description: "" '' GLAZING DETAILS J ROSOWSKi CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series /Model: Scold: I Sheet: Drawing Ato. Rev: CA -740 NTS 1 OF 10 M D- CA740 -LM iNSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 EXTERIOR a WINDOW HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO VENTJAMB VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB CONCRETE e PER ANCHOR Rr-MIRFMENT '. — EDGE DISTANCE OPTIONAL ADDON FLANGE @ HEAD. SILL & JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4' MAX SHIM SEE DETAIL JAMB NOTES: At BEt HARD- 1) USE ONLY SUBSTRATE- APPROPRIATE WARE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. TOFRAJNE 2) ALL WOOD BUCKS LESS THAN 1 -112° JAMB THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114 °. 19 84 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 114" MAX SHIM q •,d ° •' ¢ ° �O EMBEDMENT INSTALLATION OPTION 3 VERTICAL SECTION 13-13 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. C e , ATTACHED TO VENT SILL BUCK WIDTH U ATTACHED TO FRAME SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL SELF - DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION. ALUMINUM, STEEL FRAMING OR STEEL STUD. �82 82 ATTACHED TO VENT SILL 35-37 81 '' -' VISIBLE LIGHT WIDTH (DLO) 3 5 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR SEE TABLE 4, SHEET 4. WINDOW WIDTH HORIZONTAL SECTION A A —.-� [--- 10" MAX. DEI A NY LYNIV 4f `1 ' L \GEN, No " ..ri8705 -� • ,X z 4TAAv 1(7�I grill 10 A. LYNN UILLER, P.E. EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13 -112 .- LL CONCRETE/CMU Anchor type h PER ANCHOR EMBEDMENT 0 REQUIREMENT 40* MAX, 23'-25.8- a 1 TYP. ANCHOR • : . , 1 TYPE, SEE TABLE BELOW: Anchor type EMBEDMENT .4 AND EDGE b 1 0 DISTANCE PER 0 1 SUBSTRATE, 1 1 SEE TABLE 3, ` 4 • ' / SHEET 4. EDGE :e4' \ DISTANCE •4;. a •• 1 _T__•- EMBEDMENT OPTIONAL ADDON FLANGE @ HEAD. SILL & JAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4' MAX SHIM SEE DETAIL JAMB NOTES: At BEt HARD- 1) USE ONLY SUBSTRATE- APPROPRIATE WARE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE BUCK DISTANCE LIMITS. ANY INSTALLATION HEIGHT OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. TOFRAJNE 2) ALL WOOD BUCKS LESS THAN 1 -112° JAMB THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1 -112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 114 °. 19 84 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 114" MAX SHIM q •,d ° •' ¢ ° �O EMBEDMENT INSTALLATION OPTION 3 VERTICAL SECTION 13-13 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. C e , ATTACHED TO VENT SILL BUCK WIDTH U ATTACHED TO FRAME SILL INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL SELF - DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION. ALUMINUM, STEEL FRAMING OR STEEL STUD. �82 82 ATTACHED TO VENT SILL 35-37 81 '' -' VISIBLE LIGHT WIDTH (DLO) 3 5 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR SEE TABLE 4, SHEET 4. WINDOW WIDTH HORIZONTAL SECTION A A —.-� [--- 10" MAX. DEI A NY LYNIV 4f `1 ' L \GEN, No " ..ri8705 -� • ,X z 4TAAv 1(7�I grill 10 A. LYNN UILLER, P.E. EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13 -112 SEE DETAIL A2, BELOW Orr liieo 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS.' FL 34274 CERT. OF AUTH. #29296 A2 Additional Anchors Required on each Side of the Frame Assembly Tuba (FAT) .- LL NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7 -1 /2 Anchor type h 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT - 6 17' -228' 0 ADDIBTIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 40* MAX, 23'-25.8- ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 WINDOW FRAMES AT 10' MAX. 1 — FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. 1 I-- n. SEE TABLE BELOW: SEE DETAIL A2, BELOW Orr liieo 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS.' FL 34274 CERT. OF AUTH. #29296 A2 Additional Anchors Required on each Side of the Frame Assembly Tuba (FAT) .- LL Window Width Anchor type A B, C & D 17' -228' 0 0 > 23'-25.8- 0 1 28'+ 1 1 I-- n. Window Height Anchor type A B, C & D 170-27-7 b 1 0 23' -2&V 0 1 2V+ 1 1 Revision: Revision: a Complying with the Description: Drown By: CROSS SECTIONS & INSTALLATION J ROSOWSKI -"tie: Dote: CASEMENT WINDOW DETAILS - LM & SM 08/08112 Series /ldodeL• Scale: Sheet: No. Rev: CA -740 NTS 2 OF 10 1DMruwingD- C A740 -LM e s CASEMENT (X) CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) ! Approved mfoulply-Inawlth Im Florida 13uldlnn Codc ...,.... _. 740 SERIES CASEMENT WINDOW FOR SINGLE UNITS: EXTERIOR ID 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5 -9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PS19 FOR SINGLE WINDOWS, ALL ANCHOR GROUPS ". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIGURE 1: 10 ", SEE NOTE 7, THIS SHEET 740 /'I-1 SERIES 740 SERIES CASEMENT ASSEMBLY CASEMENT WINDOW TUBE WINDOW WINDOW REQUIREMENTS OF THEIR 0 RESPECTIVE NOA. O� X� 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW. AS SHOW IN FIGURE 2: 1 10 ", SEE NOTE 7, THIS SHEET MIN. # 12 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW i mm ASSEMBLY TUBE HORIZONTAL SECTION C-C 740 SERIES CASEMENT WINDOW MIN. # 12 X 1' SMS INSTALLATION HOLES EXTERIOR a FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: 740 SERIES AWNING �� .- WINDOW D FRAME ASSEMBLY TUBE 740 SERIES CASEMENT —9 WINDOW FRAME - �" ASSEMBLY ►E TUBE ` 740 SERIES j MA FIXED WINDOW 'SEE PRODUCT'S NOA FOR INSTALLATION SPECS VERTICAL. SECTION D -D 740 SERIES AWNING WINDOW FRAME — ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW EXTERIOR a FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP-TO-TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOW'S NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. VERTICAL SECTION E -E 740 SERIES 3) ALL WINDOWS IN THE FIXED COMBINATION UNIT MUST BE ABLE TO CASEMENT INDIVIDUALLY COMPLY WITH THE WINDOW REQUIREMENTS OF THEIR 0 RESPECTIVE NOA. O� X� 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES FASTENED TO WINDOW. AS SHOW IN CASEMENT DETAILS, WITH MIN. #12 X V SHEET WINDOW METAL SCREWS. USE THE SAME Window Height SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. — ASSEMBLY 5) THE FRAME ASSEMBLY TU13E MAY TUBE NOT EXCEED 62' IN LENGTH (AS USED MIN. # 12 X IN AA 63" FLANGED WINDOW) OR BE N.– 1" SMS USED IN TEE OR CROSS THROUGH CONFIGURATIONS. INSTALLATION 6) THE FRAME ASSEMBLY TUBE IS HOLES NOT REQUIRED TO BE CLIPPED TO Q THE SUBSTRATE. ALL EXTERIOR o JOINTS TO BE SEALED BY INSTALLER. VERTICAL SECTION E -E 740 SERIES LL FIXED 7) FOR ALL COMBINATION UNITS, CASEMENT ADDITIONAL INSTALLATION ANCHORS WINDOW MAY NEED TO BE INSTALLED 0 THROUGH THE WINDOW FRAMES AT O� X� 10' MAX. FROM EACH SIDE OF THE 0 FRAME ASSEMBLY TUBE 28'+ CENTERLINE. SEE TABLE BELOW: 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3. SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED TESjW PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE- OR 'DESIGN PRESSURE (PSF9 FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE , DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP-TO-TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED" (TABLE 2, SHEET 4). DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2 -3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). i Additional Anchors Required on each Side of the Fram Assembly Tube (FAT) LL Window Width Anchor Type A B. C & D 17' - 220 0 0 O� X� 23' - 250 0 1 28'+ 1 1 t- a4. Window Height Anchor Type A B, C & D f,z z 17' - 22.5' 0 0 23' - 250 0 26'+ 1 id `1�lttrrrr /t! /// LYNN i ' No. 58705 ST RO tC/ O Np. P.E.b8705 0 2 p V 4m N rn N J O� X� O _ C.) c ti zU Q u- 06 MaY > o f,z z ° t J O r LL C) Q O o Lu m I j M � 0 Z S2 cr) L U7 O Q Lu Lu 5 'a' m r' co ,a ¢ W U `1�lttrrrr /t! /// LYNN i ' No. 58705 ST RO tC/ O Np. P.E.b8705 0 ® p V 4m N rn N �MC"M O� X� _ C.) Q u- MaY > o f,z z ° v `1�lttrrrr /t! /// LYNN i ' No. 58705 ST RO tC/ O Np. P.E.b8705 r Nnl.c r Window Anchors Required Anchor Window Width on) under 23' 25.15/18' 2744' 30 33412' 35' 3T Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group Anchor Grob Anchor Group A 8 IC&D 1-3181 A 8 IC&D 318° A 1 8 C &D A I B C &D A B IC&D A653 Stud, Gr. 33 A 8 C &D A B C &O S. Pile 5B' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4" under HeaMM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Yes A38 Steel 'fib 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3/8" 2515116' }{ga�Stp 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 1 -1/4" Yes Jam 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1-314" No HeadiSUl 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 4 4 4 8 4 4 6 4 4 6 4 4 6 4 4 6 4 8 6 4 �, Head/3111 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 g Jamb 4 6 4 4 8 4 4 6 4 4 6 4 6 6 4 6 6 4 8 6 4 50 -518' Hee"B 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 6 4 6 6 4 6 8 4 a 8 4 6 8 4 6 8 4 6 8 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 8 6 6 6 8 8 6 8 6 6 8 6 6 8 8 a 8 a 6 8 8 �, Head/Shll 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 8 6 8 8 6 8 8 8 8 f0 6 8 10 6 8 10 6 8 10 6 7� }Iead/S@ 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3- 3 3 3 76' Jamb HeadIS111 6 2 8 2 6 2 8 2 8 2 8 2 8 2 10 2 6 2 8 2 10 3 6 2 8 2 10 3 8 2 8 3 10 3 6 3 8 3 10 3 6 3 Jamb 6 8 6 8 10 8 8 10 6 8 10 6 8 10 6 Head/8111 2 2 2 2 r 2 E2 2 2 1 2 2 3 2 2 3 2 Tent C Z• Group Anchor Substrate 1 Mil. Edge Distance Min. O.C. Distance Mn Embedment Anchor Plate Required? zU 1/4" steel Ultracon Hollow Stock 1" 6" 1414" No A #14, steel SMS (G5) or #14, 410 SS SMS S. Pine 518" 1" 1-3181 No 6083 -T5 Alum. 318° 5l8" 0.050 No A36 Steel 318" 5/8" 0.050 No A653 Stud, Gr. 33 318° 98 70F. 20 Ge. No B 912, steel SMS (05) or #12, 410 SS SMS S. Pile 5B' 1" 13/8' No 6063- T5Alum. 318" 5/(' .050" No A36 Steel 318" 5J8" .050" No A653 Stud, Gr. 33 3t8' 518' .035 ", 20 Ga. No ) 114" steel Ultracon 2.85k Concrete 2 -112" 4" 1-318" NO 2.85k Concrete I. 4" 13/4" No Hollow Block 21/2" 51 1414" No C #12, steel SMS (G5) or #12, 410 SS SMS S. Pare 518° 1" 1318" Yes 6063-T5 Alum. 3/8" 5/8" 1116" Yes A38 Steel 318" 518" .050° Yes A653 Stud Gr. 33 318" 518" .045',18 Ga. Yes #14, steel SM S (G5) or 014, 410 SS SMS S. Pine 5/8" 1" 13/8" Yes -T5 8�3 Alum. 3t8" 518" 1116" Yes A36 Steel 3/8" 518" 054" Yes A653 Stud. Gr. 33 3W 518" .045 ", 18 Ga. Yes D tl4° Steel Ultracon 285k Concrete 1" 1 4" i-3/4" Yes 2.85k Concrete 2412" 4" 1.318" Yes Hollow Block 2 -1/2" 5" 1 -1/4" Yes Filled Block 21/2" 4" 1314" Yes 114" 410 SS CreteFlex 3.35k Concrete 1" 5" #-314" No Hollow Block 2 -1/2" 5° 14/4' No 5116" steel Ultracon 3.5k Concrete 1 -1/4" 5" 1-314" No Hollow Block 3- 5" 1 -114 Filled Block 2 -112" 1 5" 13/4" No NOTES., 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. rem c e. Jamb Snubber Locations Glass Type: PVB SGP (types 1, 4 & 5) (Types 2, 3 & 6.9) � zU 12' max. from and each end & 30' less Required max O.C. rn J 1 Jr 17 max. from 12" max. from p ouar 63" each end & 30' each end & 30' ¢ max O.C. max O.C. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP- 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 711T ANNEALED SGP LAMI. GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +701- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701 -90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND HOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). SAMPLE CONFIGURATIONS: 7x-\ X X X /X\ O X` X O O X O X O X X X At �60 0. 10" 10' � 4- � 4. � 4` � FIXED CASEMENT ANCHORS (SEE SEPERATEFIXED CASEMENT ANCHORS SEPERATE NOA� A) FROM TABLE 9. ANCHORS C & D ALLOW A DP OF +701 -83.1. 10.6' B) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 61" C) FROM TABLE 2B. 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4■ SIDE OF THE FIXED CASEMENT (HEAD & SILL). �25' t2(r�20' 48" Approved as compl)dag wilt► I#A Clorldu))aldlnjjColdp ,I,.. ^ 13.25" � I.YM 4fl, Q d' '- N � zU o+ O�X� � J 1 Jr ¢ p o p z ¢ LL o o a �� 1 h Z Q p m F- �°, z LL] Y � Z Z LLi 0 d. O O cO U • !`. v 1 c ) �U 13.25" � I.YM 4fl, ��y�( I '- N C14 0) o� O�X� X tai vi ¢ HW O oz z w 1 13.25" � I.YM 4fl, ��y�( I '- N No. 58705 FOR GLASS TYPES: 1) 5/16" LAM I (1 /8 AN -.090- PVB -1 /8 AN) 4) 7/8" LAMi. IG: (1/8" AN - 7/16" AIR -1/8" AN -.090" PVB -1/8" AN) f WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psn tar Single Whndovs, AD Anchor Groups vdowWIdth wider 23' 2545118` 2744' 30' 33 -112" 35' 3r 35' under 23' +701 -90 +701.30 +70190 +70190 +70180 +701 -90 +701 -90 Anchor Group 25- 15118' +701 -'W +70180 +701-90 +701 -90 +70180 +70140 +701 -90 B 38.,W. +70190 +70190 +701 -90 +70190 +70190 +70190 +701 -90 +70190 4W +701 -90 +70190 +701 -90 +70190 +70190 +70/ -90 +70191 +70190 50-/8' +70190 +70190 +701 -90 +70190 +701 -90 +70190 +70149.2 +701 -88.8 80" +7W80 +701-90 +70190 +701 -88.5 +701-80.8 +70177.7 +70174.3 Anchor Group 63" +701.90 +701 -90 +70190 +70144.3 +70178.5 +70173.7 +701 -70.1 D 72' +70190 +701 -87.2 +701-77.7 +801-71.5 46W-62.4 +8W- 60.9 +1-69.3 C &D 76" +70190 +701 -84.8 +701-76.7 +1.87.3 -/-68.9 +1-57-2 +/-55-6 +7V -g0 84" +70f-9D +701-80.4 +701-71.3 +G/92.1 +1-64-2 +701 -90 +701 -OD FOR GLASS TYPES: 1) 5/16" LAM I (1 /8 AN -.090- PVB -1 /8 AN) 4) 7/8" LAMi. IG: (1/8" AN - 7/16" AIR -1/8" AN -.090" PVB -1/8" AN) f WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. I ADM 1'. Design Pressure (paQ for Windows Attached to a Horizontal Frame Assembly Tube g N Window Width WINDOW under 23" 25.16116' Design Pressure (psf) for windows Attached to a Vertical Frame Assembly Tube 30' 33.112 35' 3r TUBE Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ali All All All window width A, C& D A B C& D A t3 C& D under 23' +70190 m +70190 +70190 under 23" +701 -90 +70180 25. 15116" +70190 27- 314" 30" +70190 33.112" +70190 35" +70/-90 3T' +70190 +70190 +701 -88.8 +70180 Anchor Group +7W-84 +701-90 Anchor Group N Anchor Group Anchor Group Anchor Group +70190 Anchor Group Anchor Group +70190 +70190 +70190 B C D A B C &D B A,C &D B A,C &D A B C &D B A,C &D B A,C &D +701-90 +70180 01 -90 +701 -90 +7V -g0 +701 -90 +70190 +701 -90 +701 -9ti +701 -90 +70' -90 +701 -90 +701 -90 +701 -OD +7019tf +701 -9t3 +701 -90 +70t 90 +7Q' -90 +701 -90 +70180 +70190 01 -90 +701 -9fl +701 -9Q +7W -90 +701 -90 +70V -90 +70190 +701 -90 +79 -90 +701.90 +701 -90 +701 -90 +7W -90 +701 -9D +701 -90 +701 -90 +701 -90 +701-90 +701 -73.7 +701 -73.7 01 -90 +701-71.6 +7Q' -90 +701.90 +701 -81 +70r --90 +701 -90 +701-90 +701 -90 +701 -90 +701 -90 +701 -90 +701 -90 +70190 +T0/ -90 +701 -90 +7Q' -9fl +701 -90 +199.3 M+7 -73.1 +1 -57.3 +701 -90 +701-90 +1 -64.8 +701-90 +701 -90 +701-90 +701.90 +701-87.8 +701 -90 +70f 90 +701 -78.6 +701 -90 +101 -90 +701 -90 +701 -889 +701.94 +701 -71.3 +601-82.1 t -69.3 +1 -54.3 +701 -90 +701 -90 +/ -61.4 +701 -90 +701-9D +701 -90 +701 -90 +701.83.2 +701-90 +701 -90 +701 -74.6 +701 -90 +701.89.2 +701 -90 +701 -84.3 +701-89 2 1.58.5 +l -45 8 +701.84.7 +701A0 +701-77.7 +701 -71.2 +701 -74.3 155.7 +1 -438 +701 -80.7 +701 89 5 +149.3 +701 -77.3 +701 -9Q +TOV -723 +70J -9Q +16t3 9 +7N 84.3 +701 -76.5 +1-59 9 +701 -76.5 +701 -71.8 +701 -73.7 +t 67.$ +701 -7Q1 I ADM 1'. Design Pressure (paQ for Windows Attached to a Horizontal Frame Assembly Tube g N Window Width WINDOW under 23" 25.16116' 27- 314' 30' 33.112 35' 3r TUBE Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Ali All All All B A, C& D A B C& D A t3 C& D under 23' +70190 +70190 +70190 +70190 +701 -82.1 +701 -90 +70180 +701 -78.b +70190 +701-90 +701-74.3 +70190 25. 15116' +70190 +70190 +70/-90 +701-90 +70190 +70190 +701 -88.8 +70180 +70190 +7W-84 +701-90 +70190 N 38 -318" +701-80 +TW-W +70190 +70190 +701-90 +70190 +70190 +70190 +70180 +70190 +70190 +701 -90 48" +70190 +701.90 +70190 +701 -90 +701-90 +701-90 +70190 +70190 +70190 +701-90 +701-90 +70180 x W -568' +701 -90 +70M +701 -90 +70180 +70190 +70190 +70/90 +70190 +701 -90 +70149.2 +701.89.2 +701 -89.2 60" +701 -90 +70180 +70190 +70148.5 +701.80.6 +701 -80.6 +701 -77.7 +701-77.7 +701 -77.7 +70174.3 +701-74.3 +701 -74.3 63" +70190 +70190 +70190 +701 -84.3 +701-76.5 +701-76.5 +701 -73.7 +701 -73.7 +701-73.7 +701 -70.1 +701 -70.1 +701 -70.1 72' +701-90 +701 -87.2 +701-77.7 +70171.5 +601.62.4 +801 -82.4 +601 -60.9 +601.60.9 +60l -60.9 +1 -59.3 +1-59.3 +199.3 78" +701-90 +701 -84.6 +70f-76.7 +1 -67.3 +1-58.9 +1-68.9 +1 -57.2 +1-57.2 +1 -57.2 +/ -55.6 +1-55.6 +1-55.6 84' +74190 +70140.4 +701 -71.3 +601-82.1 i +1154.2 4-54.2 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10- MAX. FRAME ASSEMBLY ff TUBE g N ti zU WINDOW FRAME HEIGHT ASSEMBLY ;L. it?'.MAX WIDTH TUBE Nz 1 � ADDITIONAL Q ANCHOR C, (4), IF REO. _ �^l 0 I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 10- MAX. FRAME ASSEMBLY ff TUBE g N ti zU WINDOW HEIGHT M Q Al) NAL Vy �y WIDTH � ANCHOR Nz (4}. IF REM SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. !9 W z x� z�O. Z) m� z ci m 0 nY o2i z w �,�ltlil 1111 `��'t.,. ��(,ENSF• .'Q it No. 58705 Lu- STATE OF �t1� �''//; /ONA� ,fG, A. LYNN MILLER, P.E. NEA 56705 4 1 W g N ti zU M Q am Nz C4 Q UL C, Q O 0 W� y a o W V) AZ z Y cn's W a w °�' N � �2A 1./ 2` ° o �C :i O W (A N U �O 9Jr GW AID �Q i~U !9 W z x� z�O. Z) m� z ci m 0 nY o2i z w �,�ltlil 1111 `��'t.,. ��(,ENSF• .'Q it No. 58705 Lu- STATE OF �t1� �''//; /ONA� ,fG, A. LYNN MILLER, P.E. NEA 56705 4 1 282224. !E FOR GLASS TYPES: TABLE 11: 3) 7/16" LAM[ (3/16 HS - .090" SGP - 3/16 HS) Approved as Complying with the 7) 7/8" LAMI. IG: (3116" AN -1/4" AIR - 3/16" HS -.090" SGP - 3/16" HS) cdatluldlrra11 IS 1 9) 7/8" LAMI. [G: (3/16"T -114" AIR - 3/16" HS - .090" SGP -3/1611 HS) a deProdaet tro! �� t WINDOW HEIGHT WINDOW J WIDTH O SEE SHEETS 1 & 4 FOR Uj n WINDOW ANCHOR LOCATIONS AND QUANTITIES. U 06 ` r Z "am r p TABLE 12 r J e- LL a iv 00 W L a 4 o O Q. ll) O Z Z Y a w ° Z � f/} o � W g �W 10- MAX. --� ASSEMBLY TUBE TABLE 13• � C-4 WINDOW ►'� ,N HEIGHT o T = zwo� =Um� a WINDOW ADDITIONAL � z 6 m 0 WIDTH ANCHOR O a o (4j, IF REQ. o z z SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET �1 l I I t t 111 3 FOR ANY ADDITIONAL ANCHORS e�� N� L NAI REQUIRED FOR THE FRAME ASSEMBLY �� Q ,.. ........ 11 j ii TUBE. `` �yt` .•' �,1GEN$F •'� .•' LZ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR � :• N0.58705 LOCATIONS AND QUANTITIES. SEE SHEET _ = 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY "fl •• - (U TUBE. ��d ••. STATE OF Ct/: 1`111'alONACe 0\ NOTES: llllltlt� 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.# 69705 Design Pressure (pat) for Single Wlndows, All Anchor Groups Vltindavr Width under 23' 25 -15116 27 -314' 30° 33 -112' 35' 3T under 23' +801 -130 +901 -130 +90/-130 +801 -130 +90/-130 +901-130 +90!-130 25.95!18' +901 -130 +>�i1 -130 +9Q/ -13!1 +9� -130 +901 -130 +901-130 t90/ -130 3&318' +901 -130 +901 -130 +901 -130 +ti(1/ -130 +80/ -130 +80/-130 ;901 -130 46 +901 -130 +901-130 +80!-130 +90/ -130 +801 -130 +901-130 +80l- -130 50.518' +90%130 +901 -130 +90l -130 +901 -13Q +801 -130 +9011 +90!-130 80' +901 -130 +901 -130 +90%130 +90t- -130 +90t -130 +901 -130 +901 -130 83' +80/-130 +901 -130 +90!130 +80V -130 +80/ -130 +901 -1� +801-130 72- +90t -130 +901 -130 +801 -130 +80/ -130 +801 -130 +901 -130 +�/ -130 78' +94h130 +90/ -130 +901 -130 +9� 130 +901 -t30 +80/-130 +91ti-130 84' +901 -130 +901 -130 +901 -1� +901 -13Q +901-130 Design Pressure {psi} to W krdotvs Attached to a Vertical Frame Assembly Tube m Window Width under 23" 25.15116 27- 314" 30' 33.112" 35' 3T' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C &D B A,C &D A B Clt<D A B C &D B A,C &D A B C &0 under 23" +701 -90 +701 -90 +701 -90 +701 -9Q +701 -90 +7fli -90 +701.90 +701 -90 +701 -9Q +701 -90 +7R' 90 +701 -90 +7Q' -90 +70190 +701.90 +701 -90 +701 -90 +TOI -90 +701 -90 +701 -9t? � 25.15118" +701 -90 +701 -90 +701 -90 +70190 +701 -90 +701 -90 +TOI -90 +701 -� +7Q� -� +701 -90 +711' -� +701 -90 +7N -90 +7fli -� +T� -90 +701 -90 +701 -90 +701 -90 +70/ -90 +701 -� 38 -318" +70/ -� +7Q1 -71.8 +701A0 +70190 +701 -81 +701 -90 +701 � +TO! -� +7W -90 +701 -90 +7x'•90 +TO! -90 +Tp' -90 +70190 +74'-90 +701 � +7Q1 -90 +7fli 90 +701 -90 +701 -90 48' +701 -731 +1.57.3 +70190 +7fli -90 +! 84.8 +701 -90 +T0/ -90 +701 -� +7W -90 +701 -90 +70V -87.8 +701 -9Q +74' -90 +701 -� +701 -90 +70! 90 +701 -90 +701 -90 +74' -88.9 +701 -90 50 -518" +1 -89.3 +1 -54.3 +701 -90 +701 -90 +i -81.4 +701 -90 +701 -90 +701 -� +7� -9Q +701 -90 +701 -t33.2 +7a -90 +7(Y-90 +701 -90 +701-90 +701 -892 +70/ -90 +701 -90 +701.84.$ +701 -90 � 80" +l -58.5 +t -45.8 +701 -84.7 +701 -90 +151.$ +701 -81.2 +701 -90 +701 -75.9 +7x' -90 +701 -89.8 +7{11 -70.2 +701 -fit +701 -80.3 +701 -78.6 +74t -90 +701 -742 +701 -90 +70t -90 +7x' -71.2 +701 -90 83" +/ -55.7 +!•43.8 +701 -807 +7Q' -89.5 +1.49.3 +701.77.3 +701 Jt? +701' -72.3 +TQ' -90 +7Q1.85.3 +/ -8&.9 +701 -90 +701 -78.5 +70174.9 +7tT -90 +7fli -71.8 +701 -90 +TOi -88.5 +/ 57.8 +701 -90 Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tine Window Width under 23" 25- 15116" 27 -314' 30" 33- 112" 35" 37' Anchor Anchor Anchor Anchor Anchor Anchor �� Group Anchor Gttstrp Group Group Group Group Group Group A9 All All All B A, C& D A 8 C& D A 8 C& D under23' +74'30 +74-90 +T4' -90 +7W-90 +70182.1 +7W�J0 +7x' -90 +70178.5 +70190 +701 -90 +701 -74.3 +701 -90 25-15118" +741 -90 +7N-90 +7W-90 +74'90 +70190 +70'-90 +701 -88.8 +7t11 -� +701 -90 +701 -84 +701 -90 +701 -90 38 -318" +74"90 +TO' -90 +74' -90 +70r�90 +701 -�I +74'90 +70P 90 +701 -90 +7W-90 +701 -90 +701 -90 +701 -90 48" +70' 9Q +70'90 +701 -90 +70Y�90 +7x' -90 +7QJ -90 +7tY�90 +701 -90 +701 -90 +701 -90 +701 -90 +701 -90 a 50f18" +7019Q +70'90 +7x-90 +74' -90 +7d-� +7x'90 +70190 +TD! -90 +701-90 +70/ -90 +701 -90 +701 -90 �80" +7x' -90 +74' -90 +lO1�J0 +74"90 +701 -90 +7x' -90 +70' -90 +70/ -90 +70/ 90 +70 %90 +701 -90 +701 -90 � 63' +70r 90 +701 -90 +70190 +74' -90 +T�90 +70' -90 +70V 90 +70/ -90 +70 / -90 +701 -90 +TO! -90 +701 -90 72" +70V -90 +74'90 +70'90 +TQ' -90 +701 -90 +70'90 +70' 90 +701-90 T WINDOW FRAME HEIGHT ASSEMBLY TUBE 1(r MAX ADDIrroNAi. ANCHOR (4),1F REQ. WINDOW WIDTH +TO! -90 +701 -90 +701 -90 +7010 T8° +7fl190 +74' -90 +7x' -90 +70' 90 +74190 +701 -9Q +701 -90 +T0/ -90 +701 -90 +701 -90 +701 -90 +701 -90 84" +741 -90 +7Q' -9D +7Q190 +7Q1 -90 +701 -90 +74' -90 T WINDOW FRAME HEIGHT ASSEMBLY TUBE 1(r MAX ADDIrroNAi. ANCHOR (4),1F REQ. WINDOW WIDTH FOR GLASS TYPES: TABLE 14: 5) 718" LAM]. IG: (1/8" T - 7116" AIR -118" AN - .090" PVB -1/8" AN) A -PP3,ovrjalco -piy1wo Flijilliti'i;: dir4t ode Darr �•; 1,041- M ml trade i°ro dot I it WINDOW.,.: _ HEIGHT WINDOW a WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. O ti • t!i z° < CD z TABLE 15• r J O 0 W Q 0 ::o 4 ao W boo o (L p p mH p z Z Y W Z O S' z w ® r FRAME ro 0 � W < 101 MAX. (•.i- ASSEMBLY o W Q V `jf� 1 TUBE TABLE 16: ��y cc HEIGHT ® a N � N 4M N j4 C14 It (9M NM r WINDOW ADDITIONAL z L! O fi' ANCHOR m a WIDTH = U - (4), IF REQ. 0 � U_ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR S' a: x ° LOCATIONS AND QUANTITIES. SEE SHEET o z °z 3 F O R ANY A D D I T I O N A L ANCHORS t t i l l t% REQUIRED FOR THE FRAME ASSEMBLY �� t /!� TUBE. EN, J • No. 58705 ' SEE SHEETS i & 4 FOR WINDOW ANCHOR = - LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS "Q ' �� REQUIRED FOR THE FRAME ASSEMBLY : Ao'•, ST TE OF ; ` 4-- - TUBE. i� .C� •' .,!cCOR10p6 . i �� .. ,ssi ONA', ,, '• NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P 68105 a Design Pressure (pet? for Slagle Windov�s, All anchor Groin Wimlow Vlbdkh under 23' 25.15118" 27g'N4' 30' 33.1/2` 35" 3T 35' under 23' +701 -90 +7-90 +70/ 4� +701 -90 +70i � +70/90 +70/410 Anchor Group 26.15118" + ?01-80 +70/90 +TOt -90 +70/ -90 +70/ 90 +701 -90 +TO/ -90 Anchor Group 383/8" +70/90 +701.90 +70/� +7� 90 +701 -90 +701 -90 +TOt -90 B 48° +TO! -80 +70/ -90 +70t -1� +70190 +701 -90 +lOt -90 +70180 A,C &D 505!8" +701-80 +70180 +70190 +70190 +741 -90 +70190 +70t -90 +70!80 �' +70!90 +70190 +701.00 +TO! -80 +701 -90 +70/ -88.5 +701 -$4.S +701 -90 S3' +741 -90 +70180 +70180 +70t ->� +701 -87.2 +701.84 +TOJ 78.9 +70190 7Y +701 -90 +7UH -90 +7W -88.5 +TOJ -81.S +8� 70 +s�/ -89.4 +� -B7.8 +70/ 90 78" +7bV -90 +70180 +70!88.3 +70i -78.7 +801 -87.2 +6� -85.2 +BflV -83.3 +701 -90 84' +701.90 +70190 +701 -81.3 +S(3! 70 +80t -81.8 +701 -80 +701 � , • t Design Pressure {psf) far Windows Attached to a Vertical frame Assembly Tubs WindOW Width WINDOW under 23' Window Width 2?- 314" 30' m 35' under 23" 2b -15H8' 27 -314' 30' 33 -112° 33" 37• Anchor Grove Anchor Group AN Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group G &D A B C D A B C &D B A,C &D A B C &D A B CB�D B A,C &D B A,CBD +70190 under 23• +70/ -90 +70!90 +70!90 +701.90 +70!80 +TOi -90 +70!80 +70!80 +701 +701 � +70180 +701 -90 +70/ -80 +701 -90 +701 -90 +70190 +70190 +70190 +70180 +7W-90 25. 15118• +70!90 +70190 +TOI -80 +70/90 +70/ AO +70/ -80 +T0/ -90 +70180 +701 -� +70/90 +70/ 90 +701 -80 +70/ -80 +701 -90 +70V -80 +701 -90 +701-90 +70190 +70t 90 +701 -90 38 -318' +701 -80 +70t -T 1.8 +70!90 +701 -80 +701 -81 +701 -80 +701 � +701 -90 +701 -80 +701 -90 +74190 +70!90 +701 -90 +701 -90 +701 -90 +70190 +70180 +70!80 +TO! 80 +701 -�.8 48 +TOt -73.1 +l -57.3 +70!90 +70190 +/.84,8 +70 %90 +741 -80 +70/ -90 +70t -90 +701 -80 +TOJ -87.8 +70/.80 +701 -90 +74178.8 +701 -g0 +70i -90 +701 -90 +70 %88.9 +701 -90 +70/80 605!8' +/ -89.3 +1 -54.3 +74!90 +70!-90 +t -81.4 +70/ -90 +701 -90 +701 -90 +701 -90 +70/ -90 +70 %83.2 +70190 +701 -� +70174.8 +TW-80 +70t -89.2 +701-80 +70/ -84.3 +701 -90 180/ -85.2 80' +801 -83.3 +l -45.8 +701 -84.7 +70!90 +t -51.8 +701 -81.2 +74! 90 +7017b.9 +70!80 +701.88.8 +70/ -70.2 +701 -80 +TOt -Sfl.3 +1 -82.9 +701 -90 +701 -76.2 +701 -88.8 +70!71.2 +701.84.8 63• +/.56.7 +143.8 +70!$0.7 +7W -S9.5 +1-09.3 +70/ -77.3 +701 -90 +TOJ -72.3 +701 � +701 -85.3 +/ -68.8 +70190 +741 -78.5 +t -59.$ +701.87.2 +70171.8 +701 -8d +1.87.8 +701 -79.9 , • t Design Pressure (psfl for Windows Attached to a Hodzontai Frame Assembly Tube WindOW Width WINDOW under 23' 25- 15118" 2?- 314" 30' 33-it2' 35' 37" TUBE Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grove Anchor Group AN AU All All 8 A,CBD A B G &D A B G &D under 23' +70t 90 +701 -90 +70190 +TOI -94 +741 -82.1 +701 -94 +701 -90 +778.6 +701 � +70t -90 +TO! -74.3 +70194 28.15!18' +70190 +701 -90 +70!80 +71t/ 90 +701 -90 +701.90 +701.88.8 +70190 +701.90 +70t -84 +70! 90 +70190 385!8' +TO! -90 +70190 +70V -90 +70!90 +70/� +701 -90 +701 -80 +7W-90 +70190 +70190 +70!90 +70!90 as" +7W -90 +Tam +70/90 +7or90 +70190 +70/80 +Tor 84 +7a90 +TOU80 +7018fl +Tor -90 +Ta -eo 505/8` +701 -90 +701 -90 +TO /-90 +701 -� +70/90 +70!90 +701 -90 +70! 9D +701 +70HS0 +701 -90 +TW-90 � 80• +701 -90 +70180 +701 -90 +70!90 +701-90 +701 -90 +TW -88.8 +701 -�.8 +7M -88.8 +701 -84.8 +70V -84.8 +70/ -84.8 � 83' tTOI -90 +74190 +701 -80 +701 -90 +74t -87.2 +701.87.2 +701.84 +74!•&I +701 -84 +70179.9 +TOI -79.9 +701 -79.9 7Y +70/80 +70190 +70t -88.5 +70!•81.5 +80/ TO +80/70 +60J.8g.4 +801.89.4 +801 -89.4 +801 -87.8 +801 -87.8 +801.87.8 78" +70/ -90 +701 -90 +TO! -88.3 +70178.7 +80%87.2 +801.87.2 +801 -$5.2 180/ -85.2 +60!.85.2 +801 -83.3 +80/3.3 +8pJ�83.3 84' +70/80 +701 -90 +7t1J -81.3 +80!70 +80t -81.8 +841.81.8 , • t WINDOW FRAME HEIGHT -ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR �a), IF REQ. WINDOW WIDTH , • t r 1. FOR GLASS TYPES: TABLE IT 6) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" AN - .090" SGP - 3/16" AN) *AAps'0vtdascomplyl,agrylthaw u u n a n a Flaridu Buldlnp Code 8) 7/8 LAMI. IG: (3/16 T -1/4 AIR - 3116 AN -.090" SGP - 3/16 AN) �A M ara�l D�de Produtt -Ire WINDOW HEIGHT WINDOW WIDTH J SEE SHEETS 1 & 4 FOR WINDOW ANCHOR W ti LOCATIONS AND QUANTITIES. z U p � •fi 1 TABLE 18• C'4 � 0 ZZ o J r LL o n, m0 Q° o6 a W h0) 0 W co Uj o� yz to a z Q 0 z gr W $ Q R W V Q t FRAME 10' MAX. - j ASSEMBLY TUBE TABLE 19. yN W N N WINDOW M HEIGHT 0 o;` x G X0 D - - Q WINDOW ADDITIONAL w z p 0 it J-L WIDTH ANCHOR WAY O {4}, IF REQ. Q > Z x O z U SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET t t l t I! R QU RED FOR TTHEN RAMS ANCHORS �Y�N. TUBE. `� �`�'��;• y�_ENSIc Y .'•l = SEE SHEETS 1 & 4 FOR WINDOW ANCHOR No. 58705 •; LOCATIONS AND QUANTITIES. SEE SHEET -- 3 FOR ANY ADDITIONAL ANCHORS r '0 : l y -_- REQUIRED FOR THE FRAME ASSEMBLY i� S1 ATE OF : • �C/ ` TUBE. • fiWRIOp'•••�� NOTES: /,,��SS��NA�- 1) SEE MEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A. LYNN MILLER, P.B. P.E. 68705 Design Pressure {psf) for Single W +ndays, Ail Anchor Groups a Window Width under 23' 25.16118" 27 -3/4' 30" 33-U2' 3"., 37" under 23" +801 -1� +901 -130 +90l- -130 +9� -f30 +901-130 +801 -t30 +80/ -930 2$- 15!18' +801 -130 +80l- -130 +80/ -930 +501- 130 +801 -1� +801 -t30 +901 -930 38318' +8� -f30 +80i -130 +90%130 +�i- 130 +801 -130 +90/ -130 +g0/ -134 �y 48• +gpJ -130 +8�-t30 +901 -930 +901 -130 +801 -130 +9a -130 +8p1 -130 60 -5/8° +�/ -130 +901 -130 +90i -130 +g01 -130 +901 -130 +901-130 +801 -130 80• +901 -1� +901 -1� +801 -130 +90/ -130 +90/ -130 +901 -130 +901 -130 83' +90t -130 +901 -130 +80/ -130 +90/ -1� +90/ -130 +901 -130 +901 -130 72' +901 -130 +90/ -130 +90/-130 +901 -f30 +901 -f30 +901 -12x.8 +90d -115.7 78' +801 -1� +901 -130 +90 %130 +�/-1� +90/-t2S.2 +90%1 f8.7 +901 -1fl9.8 84' +801 -130 +901 -130 +901 -130 +901 -130 +801-118.4 Design Pressure {psf} to Windows Attached to a Vertical Frame Assembly Tube Ffl Window Witch under 23" 25.15118" 2T -314" 30" 33112" 35" 37° Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group W46"+701-7&I B C D A B C &D B A,C &D A 8 C &D A B C &O B A,C &D A B C &D 1 SO +701 -90 +70190 +701 -90 +701 -90 +701 -90 +701 -90 +701 -90 +701.90 +701 -90 +70V -90 +701 -90 +7a' -90 +70t -90 +70/ -90 +TON -90 +701 -90 +701 -90 +701 -90 +701 -90 l -90 +70l -90 +701 -90 +70l -90 +701 -� +70t -90 +70/ -90 +TON -g0 +701 -� +701 -SO +7Q'-9D +70!•90 +7a' -90 +701.90 +7a' -90 +701 -90 +70190 +TOJ -90 +701 -90 +701 -90 1 -90 +701 -79.8 +701 -90 +70l -90 +701 -81 +701 -90 +70l -90 +70/ -90 +70190 +701 -90 +TQ" -90 +701 -90 +7Q' -90 +701 -90 +701 -90 +70l -90 +701 -90 +701 -90 +701 -90 +70190 1 -731 +1.57.3 +701.90 +701 -90 +l -&i.8 +701 -90 +701 -90 +701 -90 +70f 90 +701 -90 +701 -87.8 +70190 +7Q' -90 +701 -90 +lOV -90 +701 -90 +701 -90 +701 -90 +7Q' -88.9 +701 -90 89.3 +1 -54.3 +701.90 +701 -90 +1.81.4 +701 -90 +701 � +701 -90 +7DV -90 +701 -90 +TOJ -83.2 +701.90 +7Q' -90 +701.90 +TQ' -90 +701 -892 +70/ -90 +70190 +TW -84.3 +701 -90 58.5 +l -45.$ +70l -84.7 +TOi -90 +/ -51.8 +70t -81.2 +701.90 +7q' -75.9 +701 -90 +TON -89.8 +701 -70.2 +0 +701 -80.3 +701 -78.8 +701 -90 +701.75.2 +701 -90 +701 -� +701 -79.2 +70/ -90 55.7 +1 -43.8 +701 -80.7 +701.89.5 +i -49.3 +701 -77.3 +701 -90 +7DI' -723 +TW_90 +701 -85.3 +J -68.9 +701 -90 +701 -76.5 +701 -74.9 +74' -90 +701 -71.6 +TOJ -90 +701-80.5 Design Pressure (psQ for Windows Attached to a Horizontal Flame Assembly Tubs Window Width WINDOW HEIGHT under 23" 25- 15118" 2T -314" �" 33-U2" 35' 37° Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anoka. Group Anchor Group '1 AU All All All B A, C& D A 8 C& D A B C& O under 23' +70/ 90 +701 -80 +701 -90 +701.10 +701 -82.1 +701 -80 +� g0 +70t -78.5 +70190 +701 -90 +701.74.3 +7t9 -90 25- 96118" +70190 +701 -90 +70190 +70190 +TON -90 +701 -� +701.88.8 +701911 +701 -90 +TON -84 +70190 +70V -90 38.318 +701 -90 +701 -90 +70190 +701 -90 +701-90 +7W -90 +701 -90 +TO! -90 +TO /-90 +T0/ -90 +7W-80 +7Q/ -90 48" +701 -90 +70/90 +70190 +701 -90 +70190 +Ta -90 +701 -90 +701 -90 +70190 +70180 +70180 +TO/ -80 50 -51&' +70190 +701 -90 +701 -90 +701 -90 +7tU -90 +701 -90 +701 -90 +701 -90 +70/ -90 +70180 +70/ -90 +70190 80" +70190 +701 -90 +70/ -90 +70190 +701 -90 +701 -90 +701 -90 +701 -9{1 +70/ 90 +701 -90 +701 -90 +701 -90 83" +701 -80 +70/80 +70180 +70180 +701 -90 +70f-90 +70190 +70180 +70180 +70/ -90 +701 -� +701 -90 72' +701-90 +70l -90 +70/90 +701 -90 +701 -90 +701 -90 +70 / -90 +70180 +701 -90 +70180 +70190 +701 -90 78° +70190 +TO! -90 +701 -90 +701 -90 +7� -90 +701 -90 +701 -90 +70180 +70180 +70190 +TOJ -90 +70190 84" +70190 +70%90 +701 -90 +701 -90 +70180 +701 -90 +1 -87.8 +70t -90 Design Pressure (psQ for Windows Attached to a Horizontal Flame Assembly Tubs Window Width WINDOW HEIGHT under 23" 25- 15118" 2T -314" �" 33-U2" 35' 37° Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anoka. Group Anchor Group '1 AU All All All B A, C& D A 8 C& D A B C& O under 23' +70/ 90 +701 -80 +701 -90 +701.10 +701 -82.1 +701 -80 +� g0 +70t -78.5 +70190 +701 -90 +701.74.3 +7t9 -90 25- 96118" +70190 +701 -90 +70190 +70190 +TON -90 +701 -� +701.88.8 +701911 +701 -90 +TON -84 +70190 +70V -90 38.318 +701 -90 +701 -90 +70190 +701 -90 +701-90 +7W -90 +701 -90 +TO! -90 +TO /-90 +T0/ -90 +7W-80 +7Q/ -90 48" +701 -90 +70/90 +70190 +701 -90 +70190 +Ta -90 +701 -90 +701 -90 +70190 +70180 +70180 +TO/ -80 50 -51&' +70190 +701 -90 +701 -90 +701 -90 +7tU -90 +701 -90 +701 -90 +701 -90 +70/ -90 +70180 +70/ -90 +70190 80" +70190 +701 -90 +70/ -90 +70190 +701 -90 +701 -90 +701 -90 +701 -9{1 +70/ 90 +701 -90 +701 -90 +701 -90 83" +701 -80 +70/80 +70180 +70180 +701 -90 +70f-90 +70190 +70180 +70180 +70/ -90 +701 -� +701 -90 72' +701-90 +70l -90 +70/90 +701 -90 +701 -90 +701 -90 +70 / -90 +70180 +701 -90 +70180 +70190 +701 -90 78° +70190 +TO! -90 +701 -90 +701 -90 +7� -90 +701 -90 +701 -90 +70180 +70180 +70190 +TOJ -90 +70190 84" +70190 +70%90 +701 -90 +701 -90 +70180 +701 -90 WINDOW HEIGHT FRAME ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR {4), IF REQ. '1 { f'� j WINDOW WIDTH A TARN F 9A• Item Dwg. # Description Material 1 7002 Main Frame Head, Sill & Jamb 6083-76 Alum. 2 7071 Anchor Plate 6M-78 Alum. 3 7003 Sash Top, Bottom & Side Rail 6083 -T6 Alum. 4 7008 Frame Corner Key steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Lodz steel 11 7026 LockSupportPlate Steel 12 7014 Multi -Lock Keeper Step 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 1S 7028 Maxim Dyad Operator, WW <-24" steel 16 7027 Maxim Dual Arm Operator WW >24" steel 17 7030 Operator Gasket Vinyl Foam 18 7031 Operator Bacldng Plate Steel 19 7051 Operator Spacer Block Nylon 20 1 7032 Stud Bracket Steel 21 1 7033 Operator Track & Slider Dual Arm Steel 22 1 7023 Egress Hinge (Heavy Duty), Manuf. by Truth Steel 23 1 7050 Egress Hinge/Washable (1-11)), Manuf. by Truth Steel 24 Snubber Anti - blowout Clip Steel 31 Dura Seal Spacer_ Steel 32 1713 Setting Block 5132" x 16" x 1 -1/4" EPDM 33 1714 Setting Block S/32" x 7/167 x 1 -1/4" EPDM 35 /036 Lami Bead B 8083 T6 Alum. 36 7042 Laml Bead C 6483 -T6 Alum. 37 7059 Laml Bead D 6083 -T6 Alum. 38 1224 Vinyl Bulb Ws Thick Flex PVC 70 39 1225 Vinyl Bulb Wstp Thin Flex PVC 70 50 Dow 899 Silicon Badkbedding 60 7006 Screen Frame 3105 -1-114 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen S rin Stainless Steel 70 134 Add -on Flange 6083 -T6 Alum. 71 7004 Frame Assy Tube 6063 -T6 Alum. 80 118-32 x 1/2" Ph. Pn. Mach. Scr TYPE B Stainless Steel 81 1157 #8 x 112" Ph. Pn. SMS Stainless Steel 82 #8 x 5/8" Fl. Ph. SMS Stainless Steel 83 1 #8 x 7/8" Fl. Ph. SMS Stainless Steel 84 #8x 1" Fl. Ph. TEK Stainless Steel 85 #8 x 1" Quad Pn SMS Stainless Steel 86 #8X 1 -1/2" Quad Pn SMS Stainless Steel 87 010 x 1/2" Ph. Pn. /TEK Stainless Steal 89 #10-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 #12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS T, SASH LYNN ' N0.58705 r STATE OF ••VJ: A. LYNI�III LER, P.E. P.E.# 58745 .062° 1.124- �-- NOM. 434" .126° ,„ .062' 2.701' 0-41�-j - NOM. 1.155' .082" t 2.784- 2.135' .093" 0 FRAME HEAq, SASH , FRAE SILL & JAMB 0) BOTTOM &O SIDE 71 ASSEMBLY TUBE #7002, 6063-T6 #7003, 6063 -T6 #7004,6063-T6 1.368° 2.203' .040° 1.000° .441' a--r�a 1 .095" j � .423' � � .093' A 1-j FIXED •093, ANCHOR PLATE SCREEN FRAME ADDON FLANGE #7071, 6063 -T6 00 #7006,6063-T6 70 #134, 6063 -T6 .708' .050" 866' 35 BEAD B #7036, 6063 -T6 �+•— .172" .060' .689' 37 BEAD D #7059, 6063 -T6 Date: .523' --►-{� .050' It -ewe f 36 BEAD C #7042,6063-T6 Revision: Revision: BOM AND CORNER VIEWS I J ROSOWSKI i 1070 TECHNOLOGY DRIVE True: vote., N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Series /Model Scale. meet- D -owing No. Rea CERT. OF AUTH. #29296 CA -740 NTS 10 OF 10 MD•- CA740 -LM GENERAL NOTES: SERIES 7201820 IMPACT - RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND -BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1 -117 THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD 13UCKS DEPICTED AS 2X ARE 1 -117 THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 -1130/a STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, 9) REFERENCES: TEST REPORTS FTL -3835, 3850 & 7212' , ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSNAF &PA NDS FOR WOOD CONSTRUCTION - (2005) AND ADM ALUMINUM DESIGN MANUAL - (2005). 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. A' SHEET 12" MAX. O.C. T- i 6" MAX 48' TIP- TO-TIP WIDTH - 4T BUCK WIDTH - 44 -114" VISIBLE -a LIGHT WIDTH - .- B,SHEET6 �4 6" MAX A 95, IEET$ BUCK HEIGHT - / - — 92- -114° / VISIBLE LIGHT / HEIGHT I C SHEE T 7 I—L-- 12" MAX. O.C. 96" TIP TO TIP HEIGHT I i t B --w� �-- 12' MAX. O.C. SHEET 6 TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ I ELEVATI ONS . ............................... 1 GLAZING DETAILS ........ - ...... „..... 2 -5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL - LEG....... 7 INSTALLATION, INT. FIN A........... 8 INSTALLATION, INT. FIN B........... 9 CORNER ASSEMBLY...........»...... 10 EXTRUSION PROFILES ................10 PARTS LIST ....... » ..........................10 TAQI C 4. FIGURE 1: 6' MAX T DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2 -5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 48' BUCK WIDTH 45- 114" VISIBLE LIGHT WIDTH o-D, SHEET 7 6' MAX I, 1 I C SHEET 7 I 96' BUCK HEIGHT II 9:i -114' VISIBLE / LIGHT HEIGHT ( I 48' BUCK WIDTH 45 -1/4° VISIBLE LIGHT WIDTH ,„-F, SHEET 8 2" MAX H. SHEET 9 E. SHEET 8 1 E. SHEET 8 G, SHEET 9 i G. HEET 9 I / 5" MAX. I O.C. , 93.114' VISIBLE UGHT HEIGHT 96' BUCK HEIGHT F, SHEET 8 AX MAX SHEET 7 1 it' 12" MAX. O.C. 2' M "-H, SHEET 9 5" MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNITI (TESTED UNIT) 12' O.C. MAX. i Type # Description Sheet # 1 7116" Lami (NIV An -.09(r PVB - 3f16" HS 2 2 7116" Lami 16" HS - .090' PVB - 3f16" HS 2 3 1 -1116* Lami. IG (3116"T- 7116" Air - 3116" An - .090° PVB - 3116" HS 3 4 1 -1116' LamL IG (3/16" T - 7116" Air - 3116' HS -.o90` PVB - 3116" HS 3 S 7118° Lami 116" An -.OW SG - 3118' An 4 6 Me, Lami plIW HS - .090" SG - 3116' HS 4 7 1 -1/16- Lami. IG 3116' T - 7116 - Air - 3116" An -.09V SG - 3116' An) 5 8 1 -1116' Lami. IG 3116" T - 711(r Air - 3f16" HS - .090" SG - 3116" HS) 5 *SO' = *DUPONT°' SENTRYGLAS INTERLAYEW t3Y t.l. W FUN I DENEMOURS & CO., INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6* MAX. FROM CORNERS AND 12* D.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. }+- WIDTH 4•( c11� J_ us— j-t- WIDTH -- T r -� w s1 1.L J r WIDTH -r• w s 1 N a Hs x LYNN M11� .,O • --°� � Ira W.: STAY f �•�� /SSfONAL //11111110, A. LYNN MILLER, P.E. P.E.# 58705 IQi QC-4 �NQ �oQ N G tit i co J Z LL = La u j e- r W un+o� O '°N wZ 0� o� ~ow 'Y m Y (9 z Erna o> �z 00 a:z I ... o O o ¢ o LLI ad J"tS N ® Z co 0 0 z Q Z z e1ops 'S N D W�" 04 X W ad E 0 al)rj •asSp seas$ LYNN M11� .,O • --°� � Ira W.: STAY f �•�� /SSfONAL //11111110, A. LYNN MILLER, P.E. P.E.# 58705 6.M -n-Ar,M 711W LAMINATED GLASS STACK 3/16` ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -7/8" O.C. MAX NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TART ='%& Window Design Pressure (+ /-, psf) for Glass Type 1 Lang Side 00) 67-7/8 72 76 80 84 Be 92 98 100 104 109-112 GLASS STACK 30 +1-80 +140 +m +10 + 1S0 +1-80 +1.80 +150 +1-80 +1.80 +1-80 32 +1-80 +1.80 +1.80 +1.80 +tSO +1-90 +1-80 +ISO +Am +1.80 +1-80 34 +1 -80 +1-80 +m +1 -80 +1-80 +1-80 +1-80 +1-80 +1.80 +179.8 +1-79.4 36 +m - +1-80- - 31-80 +1 -80 +m +1-80 *1-79.7 +i 77.2 +175.1 +1-73.4 +1-72.2 -- 38 +1-m +m +1-80 +1 -80 +1-80 +1-78.1 +1-75.2 +1 -725 +170.3 +1488.5 0-86.3 40 +1.80 alb +1-80 +1-79-8 1 +1-77.2 +1 -74.3 +1- 71.3 +1-67.9 +185.1 +1 -83.4 +1-61.6 42 +1-80 41013 +1.80 +177.4 1 +174.3 +1 -71.3 +1 -68.2 +1-64.7 +1-81.8 +159.8 +1 -58.2 44 +1 -80 +1-80 +1 -78.9 + 15. +t -721 +J 9 +1.86 +1-244 2 +1-59.7 +157.5 46 +1-80 +1-811 +177.2 +1 -73.6 +1 -78.1 + /.g08 +1 -63.5 0-6113 +1-57.7 48 + 1-80 +179.3 +1 -75.8 +1-71.9 0-58.3 +1-64.9 +1 -81.5 +J -58.2 Uj 50 +1 -80 +1 -77.5 +1741 +1-70.3 +M7 7 +► mL 1 +/59.7 52 +1 -791 +1-75.6 +1 -72.4 +1-88.8 +J-&+.1 +1-61.5 N 54 +177.4 +1 -73.8 +1 -70.5 +7-67.3 +1-83.5 56 +1758 +172 +1.88.6 +/$5.3 58 +1742 *1-70.3 +/ 68 8 60 1 +1727 +1-68.7 +1-65 62 +1-71.2 +1 -67.1 64 +1-89.7 +1-66.5 66 +1-0.3 1 67 -778 +1-87 711W LAMINATED GLASS STACK 3/16` ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -7/8" O.C. MAX NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TART ='%& EXTERIOR GLASS TYPE 1 1 -111W NOM. GLASS STACK 3(16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11 -718° O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR 4 GLASS TYPE 3 PVB INTERLAYER HEAT STRENGTHENED GLASS 518° GLASS SITE } + LONG SIDE SHORT SIDE I-+- LONG SIDE --► SHORT SIDE Window Design Pressure j + /-, psff for Glass Type 3 Long Side {in) 67 -718 72 76 80 1 84 88 92 1 96 100 104 109 -112 GLASS STACK 30 +10 +1-80 +1-80 +1.80 +150 +1-80 +1-80 +1.80 +1 -80 +1-80 +1.80 32 +1-80 +1.80 +1-80 +1.80 +1.80 +1-80 +1-580 +1.80 +1-80 +1-80 +1-80 34 +1-80 +1-80 +1-80 +1-80 +ISO +1-80 +1-80 +1.80 +1.80 +1-80 +1-80 36 +1 -80 +1S0 +/40 +1-80 +150 +1-80 +1 -80 +1-80 +1-80 +1 -80 +1 -80 38 +1 -80 +1-80 +1-80 +ISO +150 +1 -80 +1-80 +1 -80 , +1-79.4 +1-76.4 +/ -74.3 40 +1.80 +1-80 +1-0 +1.80 1 + /S0 +1 -80 +1-80 +1-76.7 +1-7&5 +1 -70.9 +1-89 42 +1-80 +1-80 +1.80 +1-80 1 +1.80 +1-0 +1 -77 +1431 +189.6 +/ -66.9 +1 -65.2 44 +1$0 +1.80 +1-80 +1-80 +150 +1 -77.8 +1-74.1 +170.3 +1.67.5 +183.9 46 +180 780 +1-80 +1-80 +1 -79.2 +175.4 +1 -71.7 +1.68.1 +185.1 48 +1 -80 +1.80 +1.80 +1-80 +1 -77.2 +1 -733 +1 -69.5 +1-658 Uj 50 +1-80 +1-80 1 + 1-80 +1 -79.4 +1-75.3 +1 -71.3 +1 -67.5 52 +1-80 +1.80 +ISO +1 -77.7 +173.5 +1-69.5 0) 54 +1-80 +1 -80 +1 -79.6 +1 -76 +1 -71.8 56 +1-80 +1.80 +1 -77.5 +1 -73.8 58 +1-80 +1-79.4 +1 -75.4 60 +1.80 +1.77.6 +1 -73.5 62 +1.80 +175.8 64 +1 -78.8 +1 -74 66 +1-77.2 67.7/8 +1-74.9 EXTERIOR GLASS TYPE 1 1 -111W NOM. GLASS STACK 3(16" TEMPERED GLASS 7/16" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11 -718° O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR 4 GLASS TYPE 3 PVB INTERLAYER HEAT STRENGTHENED GLASS 518° GLASS SITE } + LONG SIDE SHORT SIDE I-+- LONG SIDE --► SHORT SIDE `STRENGTHENED GLASS 4 SIDE - 3/16" ANNEALED GLASS .090" PVB INTERLAYER i 518" GLASS BITE LONG SIDE SHORT SIDE PRODUCT RENEWED as complying with Ito Flo" Pudding Code Miami Dade Product Control--�' a a m +x r o V7 U) '4' eroo CO) cq N C4 �} co -j irj o W 0 Z 7F UU x 5 D �zt m 0 C'7 s a o Z r o °z aZ vi 1; m O J aC C4 4 :88as � Z N � 0 w Z Dion O Z NN 0 0 t OF LU V X w dd LL 17 RE '*Sao Iskliesi `l`>> I I t If 1 it/// T ONE LYNN R�(1 No. 58705 62 -711 13 ATE F 1(!: A. LYNN MILLER, P.E. P.E.# 58705 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7' 7118" LAMINATED GLASS STACK 311 e" HEAT _ SHORT _ I - 3/16" ANNEALED GLASS .090" PVB INTERLAYER i 518" GLASS BITE LONG SIDE SHORT SIDE PRODUCT RENEWED as complying with Ito Flo" Pudding Code Miami Dade Product Control--�' a a m +x r o V7 U) '4' eroo CO) cq N C4 �} co -j irj o W 0 Z 7F UU x 5 D �zt m 0 C'7 s a o Z r o °z aZ vi 1; m O J aC C4 4 :88as � Z N � 0 w Z Dion O Z NN 0 0 t OF LU V X w dd LL 17 RE '*Sao Iskliesi `l`>> I I t If 1 it/// T ONE LYNN R�(1 No. 58705 62 -711 13 ATE F 1(!: A. LYNN MILLER, P.E. P.E.# 58705 `l`>> I I t If 1 it/// T ONE LYNN R�(1 No. 58705 62 -711 13 ATE F 1(!: A. LYNN MILLER, P.E. P.E.# 58705 TARE F d• NOTES* 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND INTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL. DIMENSIONS COMPLETELY FIT WITHIN. 1 -1/18 NOM. TABLE DIMENSIONS MAY BE GLASS STACK ORIENTED VERTICALLY OR 7/16' LAMINATED 7116' LAMINATEQ HORIZONTALLY AS SHOWN. GLASS STACK GLASS STACK I LONG 3/16" HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 3118 TEMPERED GLASS SIDE 3116" HEAT 3h GTHFTI 6' HEAT STRENEO GLASS (..r- LONG SIDE �/ 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116 -AIR SPACE 090' PVB INTERLAYER i' 4 11 11 SHORT USED AT CURVED 5 SIDE SHORT FRAME MEMBERS ONLY 29 618' USED AT CURVED 518' SIDE FRAME MEMBERS ONLY 29 ( 11 -7 /8` O.C. MAX. GLASS SITE @ 11 -71a' O.C. MAX. GLASS BITE 1 -3 1 -3 EXTERIOR EXTERIOR �- LONG SIDE -� a 20 13 7� 22 21 13 GLASS TYPE 2 GLASS TYPE 4 SHORT fj/ LONG SIDE P SIDE SHORT SIDE N a M a Window Design Pressure (+/-, pso for Glass Types 2 & 4 Long Side (m) 67 -7/8 72 76 80 84 Be 82. 96 100 104 109 -1/2 112 116 120 124 128 132 938 140 144 g 30 +1-80 +1-80 +1.80 +1-80 +1.80 +1.80 +1$0 +1 -60 +1-80 +1.80 +1-80 +1.80 +1-80 +140 + 1-8D +1-80 +1 -80 +/-80 +1-80 +1.80 �tso 32 +1-80 +1-60 +1.80 + 1-80 +1-80 +1-80 +1.80 +1-80 +1.80 +1.80 +1-80 +/-80 +1-80 +1-80 +/ -80 +1 -80 +l.$0 +1.80 + 1-80 34 _ +L.W . +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 + 1-80 +1.80 +1-80 +1.80 +1-80 +1480 +1-80 +1-80 _ + /.W + /-80 U. o CL Z 36 +1 -80 +1-80 +1-80 +1-80 +1-80 +1 -80 +1.80 +1.80 +1-80 + /.80 +1-80 + 1-80 +1-80 +1-80 +1-W +1-84 38 + /-80 +1.80 +l +1-80 +1-80 +1-80 +180 1 +1.80 +1-60 +1-80 +1-84 +1-80 +1-80 +1-80 40 +1-80 +1-80 +/-80 +1-80 +1-80 1 +1-80 +1-80 +i-8o +1-80 +1-80 +1.80 +1.80 42 +/-80 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 44 +1-80 +1.80 + /-m +1-80 +m +1-80 +1-80 +1-80 +1 -80 +1-80 46 +1-80 +1-80 +i-SO +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 48 +1-80 +1.84 +1.80 +1.80 +1.84 +m + 1-80 +m m 50 +1.80 +1-80 +1-80 +1-80 +1-80 +1-80 +1-80 52 +1-80 +/-80 +1-80 +1-80 +1-60 +1-79.1 4 + +1.80 +1-80 +1-80 +1 -60 +1 -78.6 56 +1 -80 +1-90 +/-$0 +1 -79.1 58 +1 -80 +1-80 +1-80 OD + / -80 + 1.80 +1 -79.3 62 +1-80 +1-80 64 +1-80 +1.80 68 +1-80 67 -7/8 1 +1-80 NOTES* 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND INTO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL. DIMENSIONS COMPLETELY FIT WITHIN. 1 -1/18 NOM. TABLE DIMENSIONS MAY BE GLASS STACK ORIENTED VERTICALLY OR 7/16' LAMINATED 7116' LAMINATEQ HORIZONTALLY AS SHOWN. GLASS STACK GLASS STACK I LONG 3/16" HEAT STRENGTHENED GLASS .090' PVB INTERLAYER 3118 TEMPERED GLASS SIDE 3116" HEAT 3h GTHFTI 6' HEAT STRENEO GLASS (..r- LONG SIDE �/ 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116 -AIR SPACE 090' PVB INTERLAYER i' 4 11 11 SHORT USED AT CURVED 5 SIDE SHORT FRAME MEMBERS ONLY 29 618' USED AT CURVED 518' SIDE FRAME MEMBERS ONLY 29 ( 11 -7 /8` O.C. MAX. GLASS SITE @ 11 -71a' O.C. MAX. GLASS BITE 1 -3 1 -3 EXTERIOR EXTERIOR �- LONG SIDE -� a 20 13 7� 22 21 13 GLASS TYPE 2 GLASS TYPE 4 SHORT fj/ LONG SIDE P SIDE SHORT SIDE N a M a VNiV 56705 r tcv S "?ti / s`9/ONAL A. LYNN MILLER, P.E. P.E. #68705 c� ±/D 'Aga � U) t011 O c N elA(t O 'n ii g W N �� 2 W W a " _� Z o 2 00 ory o� m0 X (� Z �tso v- Z ci z W a U- � O daayS LU O fa Z d Z ce �1 U. o CL Z INS• 000 r r X w a a t-. VNiV 56705 r tcv S "?ti / s`9/ONAL A. LYNN MILLER, P.E. P.E. #68705 TABLE 6: 7118" LAMINATED GLASS STACK 311W ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -718° O.C. MAX. NOTES. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. TART F R- Window Design Pressure (+/-, psf) for Glass Type 5 ORIENTED VERTICALLY OR Ling Skle on) HORIZONTALLY AS SHOWN. 67 -7/8 72 76 80 84 Be 92 96 100 104 109-112 'ANNEALED GLASS 30 +90125.4 +901 -120 +901 -115.5 +9W -111.5 +901 -108.5 +901 -106 +W404.51+901-103.5 +901 -117 +9W -102.5 +901 -100.7 +90/-97.9 32 +901 -116.9 +9W -110.8 +901 -105.3 +9W -101.6 +90198.7 +90/- 95.7 +90192.3 +9D1-90.6 +901 -90.3 +1 -89.9 +1-89 34 +901 -108.9 +901 -103 +901 -98.8 +901-95.1 +90/91.8 +1.88.2 +1 -84.4 +1 -81.5 +I-WA +1- -79.8 +1 -79.4 36 +901 -102.6 +9(Y-97.1 +901928 +146.9 +1-85.5 +1-82.6 +1 -79.7 +/ -77.2 +175.1 +1 -73.4 +1 -72.2 38 +90198.4 +W-9Z2 +1-86.7 +1 -83.2 +1.80.7 +1 -78.1 +1 -75.2 +1 -725 +170.3 +1 -68.5 +i -86.3 40 +W-01.6 +198.2 +1 -82.8 +1 -79.8 +1 -77.2 +144.3 +1 -71.3 +1 -67.9 +1&5.1 +1-63.4 +161.6 Q 42 +901-91.3 +1 -84.7 +190.7 +1 -77.4 +1 -74.3 +1 -71.3 +1..68.2 +1 -64.7 +191.6 +1 -59.8 +1 -58.2 44 +198.3 +1 -824 +1-78:9 +1 -75.4 +172.1 +1 -68.9 +1 -65.6 +1.622 +159.7 +1 -57.5 46 +1-85.4 +1 -80.8 +177.2 +1.73.6 +1-70.1 +/-86.8 +1.63.5 +1 -60.3 +1.57.7 W 48 +1-827 +1 -79.3 +175.6 +1 -71.9 +/ -68.3 +1 -64.9 +1 -61.5 +/ -58.2 r 50 +1-80.9 +177.5 +174.1 +1 -70.3 +1-66.7 +1-831 +1 -59.7 52 +1 -79.1 +1-75.6 +172.4 +1 -68.8 +1.65.1 +1-61.5 N 54 +1-77.4 +1 -73.8 +140.5 +1 -67.3 +1-63.5 56 +1 -758 +1-72 +1 -68.8 +/ -85.3 58 +1-74.2 +1 -70.3 +/ -88.8 60 +1 -727 +/ -88.7 +1-65 62 +1-71.2 +1 -67.1 64 +1-69.7 +1 -65.5 66 +/ -68.3 67 -7/8 +1-67 7118" LAMINATED GLASS STACK 311W ANNEALED GLASS USED AT CURVED FRAME MEMBERS ONLY @ 11 -718° O.C. MAX. NOTES. 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. TART F R- EXTERIOR 1 -1116" NOM. GLASS STACK 3116" TEMPERED GLASS 7118' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11 -718" O.C. MAX. NOTES: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. EXTERIOR a l X1 ,i GLASS TYPE 7 SG INTERLAYER IV ANNEALED GLASS k-•• -- LONG SIDE SHORT SIDE -L- ::: +- LONG SIDE --►� SHORT SIDE _7 TABLE DIMENSIONS MAY BE Window Design Pressure (+ /-, psf) for Glass Type 7 ORIENTED VERTICALLY OR Long SWe (in) HORIZONTALLY AS SHOWN. 67-7/8 72 76 80 84 88 92 1 98 100 104 109 -1/2 'ANNEALED GLASS 30 +901 -130 +901 -130 +9W -130 +901 -126 +901 -122.6 +901 -119.8 +901 -118.9 1 +901 -117 +W -1158 +901 -112.7 +1W -109.9 32 +901 -130 +9(Y-1251 +901 -118.9 +901 -114.8 +901 -111.5 +901 -908.1 +901 -104.3 +901 -102.4 +9W -102 +901 -101.4 +901-99.7 34 +901 - 123.1 +9W -116.4 +901 -119.7 +9W -107.5 +901 -103.8 +901 -99.7 +901 -95.3 +W -92.1 +9D1 -90.5 +/ -90 +1 -89.6 36 +901 -116 +9W -109.8 +901 -104.8 +9W -100.5 +901 -98.6 +90193.3 +1-90 +1 -87.3 +1 -84.9 +182.3 +1 -81.2 38 +901 -111.2 +901-104.2 +901 -97.9 +901 -94 +901 -91.1 +1 -88.2 +1 -84.9 +/ -81.9 +1-79.4 +176.4 +1 -74.3 40 +90/ -108.9 +901-99.6 +901 -93.4 +90' -90.1 +1 -87.2 +1 -84 +1 -80.5 +1 -787 +173.5 +1 -70.9 +1-89 Q 42 +901 -103.2 +9(V-95.7 +90191.2 +1 -87.4 +194 +1 -80.6 +1 -77 +1 -73.1 +169.6 +1 -66.9 +1 -65.2 44 +90199.7 +90' -93.1 +1 -89.1 +1 -85.2 +1 -81.4 +1 -77.8 +1 -74.1 +170.3 +157.5 +1.63.9 46 +901 -96.5 +W-91.3 +1 -87.2 +1.63.2 +1-79.2 +/ -754 +1 -71.7 +1-68.1 +195.1 W 48 +90193.5 +1 -89.8 +1 -85.4 +1 -81.2 1 +1 -77.2 +1-7&3 +1-89.5 +1 -65.8 50 +90/ -91.4 +1.87.6 +1 -83.7 +1 -79.4 +1 -75.3 +1-71.3 +197.5 52 +1-894 +1955 +1 -81.8 +1 -77.7 +1 -73.5 +1-895 N 54 +1 -87.5 +1 -83.4 +4-79.6 +1-76 +171.8 56 +1.85,8 +1 -81.4 +1 -77.5 +1-73.8 58 +1-83.8 +1 -79.4 +1 -75.4 60 +1-821 +1 -77.6 +1-73.5 62 +1.80.4 +1-758 64 +1 -78.8 +1 -74 66 +177.2 67-718 +174.9 EXTERIOR 1 -1116" NOM. GLASS STACK 3116" TEMPERED GLASS 7118' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11 -718" O.C. MAX. NOTES: 1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP- TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN - FRAMED WINDOWS. EXTERIOR a l X1 ,i GLASS TYPE 7 SG INTERLAYER IV ANNEALED GLASS k-•• -- LONG SIDE SHORT SIDE -L- ::: +- LONG SIDE --►� SHORT SIDE _7 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116" LAMINATED GLASS STACK SHORT ni 'ANNEALED GLASS SIDE 3116" ANNEALED GLASS - -.090° SG INTERLAYER 518" GLASS BITE LONG SIDE __J SHORT `""' SIDE RmEtwLD u ,vitb the Flotidu N > M ez ` \\I16 I ////// ��ON�( LYON /i'i�ii L1GENSF No.58705 � STATE ) ! 1u. F % . �� • •.F4ORIOP.•. s 111111 1 i l ",, A LYNN MILLER, P.E. P.E.# 58705 } a o{7 0 ni W 004 N o _0 O� z N� JLJ o co Z ti D jo W r a UWU W F- Z XN m p 0a VN OZ M O °z az a: cn I, o H }aat/S tli W ( Z � o Q o Z_ � a1ODS p N cV O S z co) as silo •asaQ saueS ` \\I16 I ////// ��ON�( LYON /i'i�ii L1GENSF No.58705 � STATE ) ! 1u. F % . �� • •.F4ORIOP.•. s 111111 1 i l ",, A LYNN MILLER, P.E. P.E.# 58705 ! POLt 1: Window Design Pressure (+ / -, psQ for Glass Types 6 & 8 30 32 34 35 Long Side 67-7/8 72 76 80 84 88 92 96 100 104 +901 -130 +W -130 +901 -130 +901 -130 +901 -13D +901 -130 +901 -130 +W -130 +901 -130 +901 -130 +901 -130 +901-130 +M -130 +90/ -130 +901 -130 +W -130 +901-130 +901 -130 +901 -130 +901-130 +901 -130 +901- -130 +901 -130 +91 -130 +�1 -130 +301 -130 +9DI -130 +901 -130 +901-130 +901-130 +901 -130 +901 -13D +W -130 +901 -130 +901 -130 +901 -130 +0 -130 +9W-130 +901 -130 +901 -130 on) 109• -112 112 116 120 124 128 132 136 140 144 +901 -130 +901 -130 +901 -13D +901 -130 +90/ -130 +901 -130 +901 -130 +901 -130 +90/ -130 +901 -130 +90/ -130 +901 -130 +§1 -13D +901 -130 +901 -130 +9D/ -130 +901-130 +901 -130 +901 -130 +901 -130 +901 -130 +901.1 +901.130 +gt?1 -13D +901 -130 +901 -130 +901-130 +901 -130 +901 -130 +901 -13D +90/ -130 +901 -130 38 +901-13D +901 -13D +=- 30 +901 -130 +901 -130 +901 -130 +901 -130 +W- 130 +901 -130 +901-130 +901-13D +90/43D +901 -129.2 +901 -127.3 W O M � 40 +901- 130 +901430 +901 -130 +W -130 +901 -130 +901 -130 +901 -130 +901 -13D +901 -130 +901-128.8 +919 -123.2 +901 -122 « ° 9"Q Z m o 0 42 +901 -130 +W -130 +901- 130 +901 -13D +901.1 +W.13D +901 -130 +� -129.3 +901-123.2 +901 -119.7 +m-116.4.. (iZ Q g W O LL 44 +901 -130 +901 -130 +W -130 +W -130 +W -130 +901 -13D +901 -130 +W -124.5 +W-119.4 +901 -115 € W +M -130 +901 -130 +901 -130 +901 -130 +90/ -130 +W1 -130 +941 -126.9 +W -120.5 +�' -115.3 U. O CL z ON 010 48 +901 -13D +901 -130 +901 -130 +901 -130 +M -130 +90' -129.7 +M -123 +901 -116.5 a D�. LL ❑ a11� •oseQ sayaS 50 +M-130 +901 -130 +g01 -130 +W -130 +901 -13D +W -126.2 +89.41-119.5 52 +9D1- -130 +901 -130 +901 -130 +901 -13D +901 -130 +88.81 -123 54 +901 -130 +901 -130 +901 -130 +901 -130 +88.81 -127.1 +901 -130 +901130 +9D/ -130 +89.41 -129 58 +901 -130 +90!430 +901 -130 60 +M -130 +90t-13D +890-129. 62 +W -13D +901430 64 +901 -130 +901 -130 66 +W -130 67 -718 +901-130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN- FRAMED WINDOWS. 7116' LAMINATED GLASS STACK 3/16' HEAT STRENGTHENED GLASS USED AT CURVED FRAME MEMBERS ONLY (Qa 11 -718' O.C. MAX. EXTERIOR a 1 -1116' NOM. GLASS STACK H 090° SG INTERLAYER 3116" TEMPERED GLASS 311 3116' HEAT 3/ STRENGTHENED GLASS 7116' AIRSPACE _ �_ GLASS TYPE 6 Sir GLASS BITE USED AT CURVED FRAME MEMBERS ONLY Q 11 -71W O.C. MAX. EXTERIOR 7/16' LAMINATED GLASS STACK 6' HEAT STRENGTHENED GLASS 16' HEAT STRENGTHENED GLASS SGINTERLAYER 5 /8' GLASS BITE GLASS TYPE 8 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �-•— — LONG SIDE SHORT SIDE SHORT i SIDE T +� LONG SIDE t SHORT LONG SIDE SIDE t SHORT SIDE a N ' a - LYNN `� �` � . �,,cENSF •••�F•p �� ' No. 58705 `7 41 r �•'• STAT F /1111111►�� . IA L P.E.#i W705 P.E. C r O W O M � N 0 ...1 W � J O 0 z 1 �8 = W � W o vv xD « ° 9"Q Z m o 0 oo z Q °Z (iZ Q g W O LL 1i U) ui ia�fS ® z W Z 5 ,¢ O Z U. O CL z ON U ui x w a D�. LL ❑ a11� •oseQ sayaS LYNN `� �` � . �,,cENSF •••�F•p �� ' No. 58705 `7 41 r �•'• STAT F /1111111►�� . IA L P.E.#i W705 P.E. INSTALLATION T'VDI= A WINDOW BUCK HEIGHT TIP-TO-TIP WINDOW HEIGHT 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2. THIS SHEET EXTERIOR VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" ' ° • f 1 EMBEDMENT a. INSTALLATION TYPE B EDGE DISTANCE EMBEDMENT 114" MAX i ] SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY @ 11 -718° O.C. MAX. EDGE DISTANCE 114' MAX. SH #12 STEEL SELF- DRILLING SMS (G5), SEE TABLE 8, THIS SHEET ae 1, •4_a CONCRETE..ICMU PER ANCHOR REQUIREMENT INSTALLATION INSTALLATION TYPE C TYPE B EMBEDMENT — EMBEDMENT 1X WOOD BUCKSTRIP, •' 114" MAX SEE NOTE 2, THIS SHEET • Q 't . SHIM !. TYP. ANCHOR TYPE, EMBEDMENT AND Q • EDGE + Q .. •. EDGE DISTANCE PER SUBSTRATE, DISTANCE is SEE TABLE 8, THIS SHEET s 1 INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING EXl ERiOR MIAMI -DADE APPROVED MULLION ID (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET �1/4" MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET .:•; •° CONCRETE PER ` • ANCHOR •.. ti a 6. REQUIREMENT .• a a VERTICAL SECTION B -B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8. THIS SHEET INSTALLATION NOTES: 4 +. s ' 11 +•• v. EXTERIOR a a VIS113LE LIGHT WIDTH WINDOW BUCK WIDTH - 2 -314" WINDOW BUCK WIDTH CONCRETEICMU TIP To -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A A TART F A- Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.T. Southern Pine (SG=0.55 ) W16' —1-3/0' 126 Aluminum, 6063 -T5 min. 318' 0.063" " 12" A36 Steel 318' 0.083' " 12' Steel Stud Gr. 33 min. 318' 0.045'(18 Ga ) • IT #12 or 014 Steal Screw (05) P.T. Southern Pine (SG =0.55) 9116" 1318' 12' Aluminum, 6083-15 m(n. 318' 0.083' " 12' A36 Steel 318" 0.063" " 12' Steel Stud, Gr. 33 min. 3/8" 0.045 18 Go) - 12' 114' 410 SS CreteFiex Ungrouted CMU, (ASTM C-90) 2 -1/2' 1 -1/4' 12" Concrete (min. 3.35 ksl) 1° 1314' 12' 114' Steel Ultracon Concrete min. 2.85 kel 1" 1 -3/4' 12' Concrete (min. 2.85 kal) 2 -1/2' 13/8 12; Ungrouted CMU, (ASTM C-90) 2 -1/2' 1 -i /4 12 Grouted CMU ASTM C-90 2 -112" 1314" IT 5116' Steel Ultracon Concrete (min. 3.5 ksi) 1 -114" 1314" 12' Grouted CMU, (ASTM C-90 2 -112' 1 -3J4' 12' ' MIN. OF 3 THREADS BEYOND THE WTAL SUBSTRATE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- 1/2 ".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 14P1" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a N a LYNN ••'VONSF' • i I3o. 58705 Lu '7 )LI 3 .:' -� ��• STAEF PtOR10P.�ry�� A. LYNN hMLLER, P.E. P.E.# 66705 v a - Y O T- C9 N OW 2 W O ¢f N ti Z IJl. LL <0 uAto1Q Q 01A0 Z m O t,7 o P°,.> OY r- Z a Z 0.0 g O Z cfl O Iaa4S 0 Z z g Fz O z 4 Z Z aloes O LU O O z op W - : as LL sljrl •asap salieS LYNN ••'VONSF' • i I3o. 58705 Lu '7 )LI 3 .:' -� ��• STAEF PtOR10P.�ry�� A. LYNN hMLLER, P.E. P.E.# 66705 a r EDGE r' DISTANCE INSTALLATION TYPE E WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-3/4- 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT --t1/4' MAX -(2) SHIM INSTALLATION TYPE G EMBEDMENT 114' MAX SHIM EDGE b DISTANCE CONCRETEICMU j PER ANCHOR 1 REQUIREMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11 -718" O.C. MAX. 114" MAX. SHIM #12 STEEL SELF - DRILLING SMS (G5 ), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H r EXTERIOR MIAMI -DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET �1/4- MAX SHIM 11X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER EMBEDMENT , .` ° 4 ` ANCHOR REQUIREMENT INSTALLATION . EDGE TYPE F DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D -D INSTALLATION NOTES: INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET ' EXTERIOR \ 4 0 11 VISIBLE LIGHT WIDTH WINDOW BUCK WIDTH - 2 -314" WINDOW BUCK WIDTH HORIZONTAL SECTION C -C TART F Q- EMBEDMENT s:..f a Min. Edge Distance .. Max O.C. Spacing #12 or #14 410 SS Screw ' 9 1 " EDGE 12" Aluminum, 6063 -T5 min. DISTANCE 0.083' " 2 A36 Steel 0 0 � 12' Steel Stud, Or. 33 min. 318` 0.045 18 Ga ' 12' #i2 or #14 Steel Screw (G5j P.T. Southern Pine (SG =0.55) 9116` 1.316' 12" Aluminum, 6063 -T5 min. 3i8" 0.063' ' 12" A36 Steel 318' 0.063' • CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Distance Min Embedment Max O.C. Spacing #12 or #14 410 SS Screw P.T. Southern Pine G =0.55 9 1 " 1.3181 12" Aluminum, 6063 -T5 min. 8" 0.083' " 2 A36 Steel 318• 0.063" " 12' Steel Stud, Or. 33 min. 318` 0.045 18 Ga ' 12' #i2 or #14 Steel Screw (G5j P.T. Southern Pine (SG =0.55) 9116` 1.316' 12" Aluminum, 6063 -T5 min. 3i8" 0.063' ' 12" A36 Steel 318' 0.063' • 12" Steel Stud, Or. 33 min. 318" 0.045 (18 Ga )' 12" 114" 410 SS CreteFiex Ungrouted CMU, ASTM C•90) 2 -112" 1 -1141 12 Concrete (min. 3.35 ksl) 1" 1314" 12" 114- Steel Ultracon Concrete (min. 2.85 ksi) 1- 1-3f4" 12' Concrete (min. 2.85 ksl) 2 -112" 131& 12, Ungrouted CMU, (ASTM C-90) 2 -112 1 -1144 12 Grouted CMU, ASTM 040 2 -1/2 1 -314 12• 5l1G Steel tAtracon Concrete (min. 3.5 kst) 1 -114" 1-3W 12` Grouted CMU. ASTM C90) 2 -N2" 1 -314' 12• ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS -1X-, ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -W. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 'M ARE 1 -112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL, THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. h m M > co r c� � net � O N n' r -,-a C9 N O z LL ui U - :3 ti L r N r 00 x V' Q @ G 'oN 9 /dU ��,tZJ °mo Y � 5 h oZ p a Z o C.Z 0 z LL. ` O O w4s, ® z Q Z z � O — 6 Z W IN 00 t u. O J X 1 ff as LL W epu 'asap sagas LYNN ' No. 58705 °cl k— r 1111111 A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2x WOOD BUCKSTRIP � EMBEDMENT OR FRAMING. SEE I NOTE 2. THIS SHEET INSTALLATION TYPE WIND 0 "W BUCK HEIGHT USED AT CURVED FRAME MEMBERS ONLY 0 11-7/8- O.C. MAX. EDGE EDGE DISTANCE DISTANCE U4' MAX SHIM EMBEDMENT 1/4" MAX. SHIM VISIBLE Substrate Min. Edge Distance INSTALLATION LIGHT P.T. SouUmn Pine SG =0.65) 6116, TYPE L HEIGHT = P.T. Southem Pine SG =0.65 318" 6" WINDOW P,T. Southern Pine SG =0.65 3/8" 6' BUCK P.T. Southern Pine SG =0.65 112" #10 STEEL HEIGHT - 6/16, 6" SELF - DRILLING SMS 2 -3/4' 5" 0.045" 18 Ga Steel Stud Gr. 33 (G5), SEE TABLE 10, 6" 0 � THIS SHEET �ZaS2 m o Q Q r z C1 Z 6 2X WOOD BUCKSTRIP F OR FRAMING, SEE a21 NOTE 2. THIS SHEET 5 LL l 114' MAX SHIM INSTALLATION TYPE J EDGE DISTANCE f INSTALLATION TYPE J 114' MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET EXTERIOR MIAMI -DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 10,THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT �— EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F -F TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE K EDGE DISTANCE --j 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET v VISIBLE LIGHT WIDTH = 6 WINDOW BUCK WIDTH, 2 -3/4' WINDOW BUCK WIDTH HORIZONTAL SECTION E -E TABLF 1n• EMBEDMENT EXTERIOR ID Anchor Substrate Min. Edge Distance Max. O.C. Spacing 2 -112" x,113" Box Nail P.T. SouUmn Pine SG =0.65) 6116, 5" 2 -1/2' x .131" Common Nal! P.T. Southem Pine SG =0.65 318" 6" 2 -112" x .146" 522ing Nall P,T. Southern Pine SG =0.65 3/8" 6' *lox 1" Steei ScrW P.T. Southern Pine SG =0.65 112" 6' 0.093" Aluminum, 6063-T6 min. 6/16, 6" 1/16" A36 Sted 6/18" 5" 0.045" 18 Ga Steel Stud Gr. 33 611 W 6" ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS '1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- 1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X" ARE 1 -1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a N b a m a 7 ch t'7 � •^82t �- O 0 ti a #ao co N d N z Low w Z 0 �pn a 0 � SAO �ZaS2 m o Q Q r z C1 Z n. z F LL OD ® j z # "t#S o � us z z 15 eto S Rco O X z as 1L LL eR>I •osea sauaS 0 LYNN 4q 140.58705 �7P� •• STA E F • �� 1. 'l,'��'ssi ONAL I A. LYNN P.E. A I y t INSTALLATION TYPE M FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAYBE NO • MORE THAN W O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT- 2-3W INSTALLATION TYPE N 4. EDGE DISTANCE 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE INSTALLATION TYPE M INSTALLATION DISTANCE NOTE 2, THIS SHEET FOR THIS INSTALLATION TYPE N ^ EMBEDMENT METHOD ONLY, P.T. Southern Pine SG -0.55 ANCHORS MAY BE NO MIAMI -DADE APPROVED MULLION 114" MAX 0 MORE THAN IF O.C. C� EMBEDMENT SHIM 1X WOOD BUCKSTRIP, SEE STEEL FRAMING OR STEEL STUD. 2X WOOD BUCKSTRIP NOTE 2. THIS SHEET SEE SUBSTRATE PROPERTIES, OR FRAMING, SEE —1114" NOTE 2. THIS SHEET MAX TYP. ANCHOR TYPE, EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, #t2 or #14 Steel Screw (GS) 6 SEE TABLE 11. THIS SHEET TYP. ANCHOR TYPE, 1-318 EMBEDMENT AND EDGE Aluminum, 8083.75 min. DISTANCE PER SUBSTRATE, 0.083° * SEE TABLE 11. THIS SHEET 3 USED AT CURVED FRAME MEMBERS ONLY @ 11JJ8 O.C. MAX. EDGE DISTANCE CONCRETEICMU PER ANCHOR REQUIREMENT 1!4" MAX SHIM � INSTALLATION TYPE O FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 6' O.C. #12 STEEL SELF - DRILLING SMS (05), SEE TABLE 10, THIS SHEET TYP. ANCHOR TYPE, Substrate EXTERIOR EMBEDMENT AND EDGE EMB DISTANCE PER SUBSTRATE, ^ SEE TABLE 11. THIS SHEET P.T. Southern Pine SG -0.55 DISTANCE MIAMI -DADE APPROVED MULLION MAX SHIM (SEE SEPERATE NOA), ALUMINUM, �1/4* STEEL FRAMING OR STEEL STUD. 6" SEE SUBSTRATE PROPERTIES, 31W 0.083" TABLE 11.TH1S SHEET Steel Stud Gr. 33 min. 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET 0.045 18 Ga * VERTICAL SECTION H -H INSTALLATION NOTES: J — ViS {BLE LIGHT WIDTH = ti WINDOW BUCK WIDTH - 2 -3/4" WINDOW BUCK WIDTH HORIZONTAL SECTION G -G TACH G 44• EMBEDMENT r. Q• • Via. EXTERIOR Nor Anchor Substrate v .r' Min. Embedment :.' EDGE P.T. Southern Pine SG -0.55 DISTANCE 1-3/8" 8" CONCRETEICMU 318" PER ANCHOR 6" REQUIREMENT 31W EXTERIOR Nor Anchor Substrate Min. Edg Min. Embedment Max. O.C. #12 ar #94 410 SS Screw P.T. Southern Pine SG -0.55 9118 1-3/8" 8" Aluminum 8063 -TS min. 318" 0.063, 6" A36 Steel 31W 0.083" 8 Steel Stud Gr. 33 min. 318 0.045 18 Ga * 8" #t2 or #14 Steel Screw (GS) P.T. Southern Pine SG -0.55 8116" 1-318 8" Aluminum, 8083.75 min. 318 0.083° * 8 A36 Steel 318 0.063" * 6" Steel Stud Gr. 33 min. 318" 0.045"(18 Ge * 6" 114" 410 SS Creteflex Unqmded CMU, ASTM C•90 2 -1J2" 1 -114' 12" Concrete (min. 3.35 kei) 1" 13/4" 12" 114" Steel Uftracon Concrete min. 2.85 ksl I. 1314" 12" Concrete min. 2.85 ksl 2 -112" 1-318" 12" Urarouted CMU. ASTM 4: 0 2 -11Y 1414'. 12" Grouted CMU , (ASTM C-90 2 -112" 1.314" 1 12" 5116" Steel Ultracon Concrete min. 3.5 ksl) 1414" 1.3/4" 12° Grouted CMU STM C-90 2 -112" 1-314" 12" * MIN. OF 3 THREADS BEYOND THE METAL 5Ut351 KAM 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1- 1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1 -1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. N a m a `` %jx%IIllllttl!/ LYNN p� . ti„ICENSF' . •P � v No. 58745 f STATE O ''i,; %NAL A. LYNId1t LEI R, P.E. P.E. 58705 M w t� � '�11 s- O } d• 0 N wa J N J C z W UM1t6la = U C3 UZ aN 02 Y r- z ,E. °z Oaz a O � t- F� O J O, H IONS ® � O O z O Z_ 1 e1 **S NN O t] Z w Xz 'S a a LL LL •sseQ sd�S `` %jx%IIllllttl!/ LYNN p� . ti„ICENSF' . •P � v No. 58745 f STATE O ''i,; %NAL A. LYNId1t LEI R, P.E. P.E. 58705 I, ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90° CORNER FRAME ASSEMBLY ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL -LEG FRAME FRAME TABLE 12: (% ANGLEDICURVED FRAMEASSEMBLY Y �:. ALL CORNERS TO USE GASKET I ANDIOR SEALANT lf/ EQUAL-LEG FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item PGT Part # Description Material 1 42530 Flanged Frame Alum. 6063 -T5 2 4285 Equal -leg Frame Almon. 6063-T6 3 4256 Integral Fin Frame Alum. 6063 -75 4 4255 7/16" Lemi. Glass Beading Alum. 6063 -715 S 4254 I.G. Glass Beading Alum. 6063 -T5 6a 4270 Installation Fastener Cover Alum. 6063 -T5 6b 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90" corner joints) Polyethylene 11 TP247/8 Vinyl Sulb Weatherstrip Flex PVC, Duro. 65 +1-1 13 N it Dow 899, GE 7700 Silicone or Equiv. 1-- 20 716M Setting 81ock, Mono. 3/16" x 7116" x 4" Neoprene, Duro. 85 +/ -1 21 71704AK Setting Block, I.G. 3/16'x 1- 3132" x 4" Neoprene, Duro. 85 +/ -1 22 DURAK716 7/16" DuraSeai Spacer 29 $ Z #6 x 1414" FH SMS Stainless Steel 30 781PQX 1#8 x 1" Quad PH SMS Stainless Steel N l 2.784" .094" �- .074` 062" 1.875" 438" 1.000° t J .500'-- + -�t' -- .050 "'°.0°s f t 0FLANGE FRAME #4253C, 6063 -T5 - --•-•� .970" �-+-- .875" —��.0— .050' 7/16" LAMI GLASS BEADING #4255, 6063 -T5 ASSEMBLY DETAILS FOR FIN FRAMES 90" CORNER FRAME ASSEMBLY 7rCURVED ASSEMBLY )R (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 2.784' .094" —�} .074" 062" 1.376' k .500" A38" f .450 °:coos• EQUAL -LEG FRAME #4285,6063-T5 .346° .8775k:_-� ° It .055 I.G. GLASS rJ BEADING #4254, 6063 -T5 2.784° .094" --� �— .074" 062" 1.375" - .500' 438" -- ►�� -- .05("'0 ow 1.125° -L --1— A77" FIN FRAME 3 ) E #4256,6063-T5 1.037' .050° INSTALLATION 6a FASTENER COVER #4270, 6063-T5 m a N C M CN•{ LYNN• `A� ••'�,1GENS�''•�F�Q No. 58705 i `p•�' STAB F P40RID C-) 11;t NA� !' ! A. LY J 58 05 P.E. M Y `r C9 h�l i�+ t0!) o N aeon N � N xe 0 -1 z LL N o Z ~. oo a in W 2 xN 02 � Z) N it 'ON 1-- m o c smQ O> d0 o z g J $ Z o r A co A �88 Z Z tt3 y} CO Z Q Z D arw .� � o'er w x O as LL m arur 'qtr series CN•{ LYNN• `A� ••'�,1GENS�''•�F�Q No. 58705 i `p•�' STAB F P40RID C-) 11;t NA� !' ! A. LY J 58 05 P.E.