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WS-08-1388
REMOVE TWO EXISTING WINDOWS AND REPLACE WITH A GLASS SLIDING DOOR UNDER EXISTING HEADER, SEE ATTACHED DIAGRAM AND DESCRIPTION OF WORK. Passed ./p-4 Inspector Comments no access Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/19/2008 Inspector: Rodriguez, Jorge Owner: TAGGART, JOHN Job Address: 573 102 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Monday, September 22, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 3 2008 Permit Type: Windows /Shutters Inspection Type: Window and Door Buck Work Classification: Door Replacement Block: Phone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Pagel of 2 REMOVE TWO EXISTING WINDOWS AND REPLACE WITH A GLASS SLIDING DOOR UNDER EXISTING HEADER, SEE ATTACHED DIAGRAM AND DESCRIPTION OF WORK. Passed Inspector Comments 27 4 Failed at Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Inspection Date: 09/19/2008 Inspector: Rodriguez, Jorge Owner: TAGGART, JOHN Job Address: 573 102 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Thursday, September 18, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number (305)759-8710 Parcel Number 1132060171000 Lot: Page 1 of 2 REMOVE TWO EXISTING WINDOWS AND REPLACE WITH A GLASS SLIDING DOOR UNDER EXISTING HEADER, SEE ATTACHED DIAGRAM AND DESCRIPTION OF WORK. Passed Inspector Comments CC e/ c 4 , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/04/2008 Inspector: Grande, Claudio Owner: TAGGART, JOHN Job Address: 573 102 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Fill Cells Columns Work Classification: Door Replacement Block: Phone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Wednesday, September 3, 2008 Page 1 of 2 Project Address 573 NE 102 Street Miami Shores Village, FL Owner Information JOHN TAGGART Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $225.00 $60.00 $6.o0 $5.62 $303.22 Building Department Copy Address .W 7 O -138 Expiration: 02/04/2009 Parcel Number 1132060171000 Block: Lot: 573 NE 102 ST MIAMI SHORES FL 33138 -2454 Authorized Signature: Owner / Applicant / Contractor / Agent Phone (305)759 -8710 Applicant Valuation: Total Sq Feet: Type of Work: DOOR No of Openings: 1 Additional Info: IMPACT Classification: Residential il MIAMI SHORES VILLAGE JOHN TAGGART CeII $ 2,000.00 0 Available Inspections : In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. August 08, 2008 Date Friday, August 8, 2008 1 f/F 1%1 k r f 4 40. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Value of Work For this Permit $ Type of Work: Describe Work: Submittal Fee $ ❑Addition Notary $ S'W Training/Education Fee $ Bond $ Code Enforce Structural Review. $ 60, W Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Rt CElV1D JU 2 X 000 Roofmg Owner's Name (Fee Simple Titleholder) J © 4 4 7 WA /\ 7- Phone # 3 0 5 ?-r 7 - P/c , c Owner's Address , ) / / / 0 ?? 2 d '� City m5 State -3 Zip 3 / 3 !,�' ,�/ Tenant/Lessee Name Phone # ,3Q .7 X75 / GJ 7 7 L/ Job Address (where the work is being done) J City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name et nrr Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # ZO * r Otr r* * * * * * * * * * * * * *�x *****F *** *�x�::x:xa� *�x�:�x***** ** * *•z�x�x�x *�:�x�u�x� *** ** Permit Fee $ 2_ S ° ---' . l nn 0lt) 3 Master Permit No. Square / Linear Footage Of Work: ❑New ❑ Repair/Replace CCF $ Scanning $ (!2 .00 Radon $ DPBR $ Zoning $ Permit No. VVS d$ 13r6 ❑ Demolition c CO /CC Technology Fee $ � uble Fee $ G tal Fee Now Due $ 3 LL ,TN§ - ` ' ) V."3 ?`'3 c'_ See Reverse side . —+ l— , �teA c�.e.Qs - CAW 2—v wtr4./)e"A- 6's MIAMI SHCRES VILLAGE �� F «%�. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Sign: Print: Signature % / Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this Z-8 The foregoing instrument was acknowledged before me this day of 20 t, by crb k a G y y 1 �� ✓ day of , 20 _, by who is personally known to me or who has produced P..7ika✓5 who is personally known to me or who has produced ZIP' As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: T -= NOTARY PUBLIC: MOIAIGAIASSETHDIAZ DD A 995 e c r My COMN► 2009 • rlters Notary "' ° % o gondedTh My Commission Expires: * * * * *** x * *** ******** ** *x: ***** *************** * ** *****:x***•x******* : ** **• x***• x******** * **** **** *** **+x **:x*:x ****** APPLICATION APPROVED BY: (Revised 07/10/07) Sign: Print: My Commission Expires: ol '$ 5 i Plans Examiner Engineer Zoning Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department Permit No. Job Name Date BUILDING CRITIQUE SHEET 1005O N.E.2rid Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 De---lags. ' - 6-092r /.e- wog— Ac--- , S 1 APS I/ 7 fp/4cr S AtJJ1' . e 4S OWNER BUILDER DISCLOSURE STATEMENT I /- NAME: J 0 4/7 il c /f r DATE: 7 ADDRESS: S J IZ)i / Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, . as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. VILLAGE OF MIAMI SHORES 1. I hold title to the above property and I am planning on doing Myself. b�- 15t SCE VED J v � 8 2008 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstat :: of the permit. `, 1 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the strut r meets the minimum code. 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initi Initi 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initi Initi 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 2' day of gall , 20 U� By c ib4II 471. who was personally known to me or who has Produced there License or f l • �'�✓� °S Ltc. as identification. p1AZ tiONICA #DDIAZ 5 o �ra.. 0 4s�.. My OWOSS Bt 20, 2009 1 Vii.. Octob r 20, .009 =* 4nt,1 as EXP IRES.. Notseub '-�� J►� gomledTh� DESIGN LOAD CAPACITY : • Pg (SI Awr • PANEL NTH NOMNAL Fr ./w4. IV t 3/16 TEMP. GLASS : /f6 :TE7t'. tut NO REIW. • D! R A'. EXT.( +) , INT.( -) EXT.( -1-). INT. { - 3/0 4/0 5/0 6/8 8/8 46.7 1 . 2486 46 i 114 745; -ii. - •4 •f l 852 • Z67: � ' sa. • A 54.1 • • 4 . ; 1 611 .7 46: 48.5 46.7 ' 73.1 2/6 3/0 4/0 5/0 i i 8/0 463 ,59.9 46.790.2 •www 46 -� 42.1 5 • • • we i • . • t 4 ;.1 : $6.7: ; ,g 36./ 31'x.7 • 46•7 I * 553 DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) PANEL NTH NOMNAL Fr ./w4. IV t 3/16 TEMP. GLASS NO REINF. MED. REINF. IXL( +) INT.( -) Da.( +) BIT.( -) 2/6 3/0 4/0 5/0 6/8 70.0 74.6 70A 112.4 65.2 65.2 70.0 98.2 54.1 54.1 70.0 81.6 48.5 48.5 70.0 73.1 2/6 3/0 4/0 5/0 8/0 59.9 59.9 70.0 90.2 51,8 51.8 70.0 78.1 42.1 42.1 63.4 63.4 36.7 36.7 55.3 55.3 fliVEN LOAD CAPACITY - PSF (STD. SILL) • NOMINAL � •�T# �7H L I : amR Fr./m. Fr. /A. 3/18" TEMP. GLASS HEAVY REINF. EXT.( +) INT.( -) • 2/6 46.7 124.1 124.1 310. • ! 6/8 46.7 108.4 • • 4f0 • i 46.7 » 90.0 70.0 86.2 4/5 46.7 84.5 2/5 46.7 99.6 • ! 310 8/0 46.7 85.2 440 46.7 70.0 DESIGN LOAD CAPACITY -PSF (HI -RISE SILL) PANEL WIDTH NOMUWL 1N, Te 3/18" TEMP. GLASS HEAVY REIN'. EXT.( +) INT.( -) 2/6 3/0 4/0 4/5 6/8 70.0 124.1 70.0 108.4 70.0 90.0 ^ 70.0 84.5 2/6 3/0 4/0 8/0 70.0 99.5 70.0 86.2 70.0 i 70.0 - 3/16" TEMP. GLASS GLAZING DETAIL SCALE 1 : 1 • • • .. •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 SERIES 400 ALUMINUM SLIDING GLASS D00R SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED PANEL SIZE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 6" MAX. TYP. HEAD /SILL CORNERS Q- f XO (SHOWN) OX ( OPPoSITE) XX L .> 56 3/4" MAX. D.L. OPG. 61 1/4° MAX. PANEL WIDTH -aI D i% XXO (SHOWN) OXX (OPPOSITE) OXO 161° MAX. - DOOR WIDTH L> TYPICAL ELEVATION( xxo TESTED UNIT APPROVED CONFIGURATIONS DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. XXX 16° MAX. HEAD /SELL 1 1 i% Engr, OR. HUMAYOLIN FAROOQ STRUCTURES R PE # 16557 CAN. WAAY 3 0 2007 OXXO 2 N PRODUCT REVISED as complying with the Florida Building Code Acceptance No0 - . Late i,A fy : C • By Division l z CC O g t9 t9 a cn w w (13 C O .0 tD 0 . a 0 c ri 0 f r c m drawing r WO -28 sheet '1 of 4 a 0 1 0 VI d � WEEP NOTCH 1" LONG AT ENDS s w•• • • • • • • • • •, • • • • • • • ••• • • • ••• •• •• • • • • •f • • • • • • • • TG:4L t�NCHORS • • • : P4RS • • • i • • / `!• EE ELBtf• •FOR SPACING • / • •+ o • • • • • • • a MIN. ' •1 • • • 1 1 h tW II I z I, a ,I o �{ I 1 L I • 0 T ...gimaisfsumitte_ torp- TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING NO REINFORCING • • • • • • • d •d I I 1 BY WOOD BUCK d° Q � 4 4 M ©D a TYPICAL ANCHORS IN PAIRS SEE ELEV_ FOR SPACING /- WEEP NOTCH 1" LONG AT ENDS TYPICAL ANCHORS IN PAIRS 'C.i \ SEE ELEV. FOR SPACING \ • \ ° ' d ° d 1 ° \ ° a 4 ° MED. REINFORCING HEAVY REINFORCING 4 d 1 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING : WOOD BUCKS AND METAL STRUCTURES NOT BY PINO WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY W000 BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY #14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN_ (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS INTO MIAM! —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. LOCKS: SURFACE MOUNT ZINC CAST HOOK LOCK BY 'DELTA IND.' OR NATIONWIDE AT 39 -3/4" FROM BOTTOM ON EACH ACTIVE PANEL LOCK STILE WITH KEEPER FASTENED AND SECURED TO JAMB AT LOCK POSITIONS. IEngr. DR. HUMAYOUN FAR000 STRUCTURES FLA PE f 16557 C.A.N. 3538 j 3 4 2007 MIAMI —DADE COUNTY APPR'D MULLION SEE SEPARATE NOA I ' v _ TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING PRODUCT ::I °znZED as complyine, with the Florida Building Coda Acceptance Noe I 062 • Expirati Datc TETj P BY Division Z 0 1 2 a Cg 25 2 O to QI w x Cy a d O o O a g a • yy 1 �7LL ro - .� ov CC 0 0 to D N O S i 1 { I CO z F e • 2 U co to an tO Otn 0 Z z Oo z� vo. s- 3 ,n A j 01 C O L 0 0 U m '17 a .n 0 0 R m s � drawing n0. WO -28 (sheet 2 of 4 • • ••• • • • ••• • •• • • • • • • 1 • • • • • • • • • • • • ••• . • 1/4" SHIM MAX. • • • • • • • • • • • • • • • ••• 1/4" MAX. SHIM PANEL WIDTH D.L OPG. NU RI.,' F SCREEN OPT F #10 X 1 -1/4" FH SMS I 18 X 1" SMS 2 PER ANGLE MEDTT'M REAR FORCING EXTERIOR DOOR WIDTH HEAVY REINFORCING MOVING PANEL #8 X 1/2" SCREWS D.L. OPG ^ANEL WIDTH 1BY WOOD BUCK 1/4" SHIM MAX. FIXED PANEL TYPICAL, NCHORC , METAL STRUCTURE RS COM}• .'R ale Florida Building t. rue Acceptance No • "' o, Date o — a U N g �. i I O a , O z C --1 -: -J . _ f draw ing no. 1 W01 --28 s et3of 4 . ITEM # PART g REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 PW- 5- 000 =1r 1 FRAME HEAD 6063-T6 - 2 PW -5 -000 -2, 1 1 I STANDARD FRAME SILL 6063 -T6 - u 2A - Hl -RISE FRAME SILL 6063 -76 - 3 PW -5 -000 -3 2 1 FRAME JAMB 6063 -T5 - 4 PW -5 -000 -4 2/ PANEL TOP Sc BOTTOM RAIL 6063 -T5 - 5 PW- 5- 000 -5' 1/ PANEL LOCK STILE 6063 -T5 - 6 PW -5 -000 -8' 1/ PANEL INTERLOCK 6063 -T5 - 7 PW- 5 -0009H 1/ PANEL FEMALE ASTRAGAL 6063 -75 - 8 PW -5- 000 -10 1 _ ASTRAGAL STIFFENER 6063 -T5 - 9 - 4/ FIX. PANEL FIX. PANEL CLIP ALUM AT 24" 0.C. 10 _ 11 V- 12 _ FP -223 AS READ. GLAZING VINYL PROTOTYPE PLASTICS . FP -37 AS REOD. - FLAP _GASKET WEATHERSTRIPPING VINYL PROTOTYPE PLASTICS -- 5553 AS READ. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 13 2023 AS REDD. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 14 2021 AS READ. PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 15 - 1/ PANEL PANEL. RETAINER CLIP (9/16 X 7/8 X 1/8 X 4 LONG) ALUM AT FRAME SILL 16 17 - 1 ASTRAGAL RETAINER CLIP (3/4 X 3/4 X 1/8 X 1 -3/4" LONG) ALUM AT FRAME HEAD - 2 FIXED INTERLOCK CUP (2 X 2 X 1/8 X 4-1/4" LONG) ALUM AT FRAME HEAD AND SILL 18 - AS READ. INTERLOCK REINF. BAR (1 -1/2" X 1/4 STEEL FOR MEDIUM DOORS 19 - AS RECD. INTERLOCK REINF. BAR (1 -1/2 X 1/21 STEEL FOR HEAVY DOORS 20 - AS READ. BOTTOM RAIL REINF. TUBE (3/4° X 3/4" X 1/8") ALUM - 21 30025/902 1/ MOV. PANEL FLUSH MOUNT HOOK LOCK - AT 39-3/4 FROM BOTTOM 22 - - LOCK KEEPERS AT LOCK LOCATIONS - AT 39 -3/4" FROM BOTTOM 23 19- 7623 -212 2/ MOV. PANEL ROLLER ASSEMBLY - REFL.ECTOUTTE PRODUCTS 24 #10 X 3/4" 1/ CORNER PANEL ASSEMBLY SCREWS - - • • ••• • • • ••• r°- -- 4. 0; a • a ••.. •• • • • • • • • • • • ° ' -.062 TYP. • • ••• • I • • r • • • • • • • • I • • ••• • • • ' • ••• 1,014 3.905 —1.850 LOCK STILE - °+ .875 L TOP /BOTTOM RAIL .125 .062 TYP. 1.250 1 .500 1.250 -1 .688 k- FRAME JAMB 375 1 -°1.649 L 1.500 1.188 .062 FEMALE ASTRAGAL —1.656 FRAME SILL (STD.) 1.406 1.750 INTERLOCK .688 L L 2.402 I- -1.594 STIFFENER A93 L312 FIX. PANEL CLIP • .375 .062 TYP. 4.654 FRAME SILL (HI —RISE) 3.000 Engr. DR. HUMAYOUN FAR000 STRUCTUt2ES FLA. PE # 16557 C.A.N. 3538 MAY 3 0 2007 1,:;.jDUCT as complying with the Florida Building Coda Acceptance Noe ^ . on e By Division Z m O z < E O O 0 �+1 O . it a LL p; M • m S Cd¢ �.� O U I O a. o 8 I to tD t j in co rn CI • m Z • I i m 3 °D 3 0C3n 11 co M C i4 t. 0 0 0 ' N Q 0 Q '0 m 0 0 0 C a m o0 0 v ° a z Z gl 0 0 drawing no. WO1 -28 (sheet 4of 4 J NEW COLOR THRU TILE TO MATCH EXISTING • • • • • • • • .. • • • .. • • ,. ,. • • • .. • • • • • • • • • PR POSE WEST SCALE: 1 /4 = 1 NEW WINDOWS +50rg -4.2 • O ▪ OOO O O OOO • • • • • • • .6_• g 3 / 8 3 L porrf 41 / 0 1.UC 6L4eif P eltithspoco 1 WHY loll W Core-g E AA1N1MJM 6' ft(IIUS 13 0 T1bk 6xici%A4 664frt• � '" X 7 2" wA'' /ia t i . /�Z�R12 / eoo v tt, 1 ed r,L i ox s4w4 Jpro �& 5T T. t3 e Z'6.t° • 6 • • • • .•• • • • •• •• • • • •• •• ki5T!A (Ai • •• • • • • • • • • • • • •• •• • . • ••• • • • • • • • • . • • • • • • • • • • • • • • • • •.. • TKCL$filw/ (, e l Z STF 4J L- eLj A m w cl ?« o/c s I _ r 5cM fc,sr/dtIft €r€ blot/It , 1 • C WY72 STET c x_vum w t3kn -S / s' 3 S e e r, 5' f�o�,� s / vT- cl TN4 er6 Towers nsu I PRODUCER rants Agency 532 S.E. 47th Terrace Cape Coral, FL 33904 ..• • • • •.• • • • Phone (239)945.1118 • • • • . F a t ( IN AA1 CONTRACTORS, INC. • • • • 245 SW 133th Ct Miami, FL 33184 • •• • •• ••• • • . INSURER D: :COVERAGES • • INSURER El INSURER F:, THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO'IW ITHSTANDING 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY ('AID CLAIMS. A0D'L A TYPE OF INSURANCE GENERAL LIABILITY f COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE ❑ OCCUR ❑ GEN'L AGGREGATE LIMI1 PER: 10 POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS GARAGE LIABILITY ❑ ANY AUTO EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE fn RETENTION $ WORKERS COMPENSATION AND .EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER/ EXECUTIVE OFFICER / MEMBER EXCLUDED? .If yes, describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PRO CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 LtAX 305 756 8972 ACORD 25 (2001108) QF l/l 'd £996' • • • • • • • • • • • • •• •• •• • • • •• •• • CEREIfEC&T:QF L INSURANCE i DATE (MM/DDMr) .. 07/28/08 • • • • • • • • • • • • •• • • • INSURER INSURER 13, INSURER C: POLICY NUMBER POLICY EFFECTIVE DAYS (MMMDDNy) 156AU112285 -00 THIS CERTIFICATE 1S. ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NC RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFIC TE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE :AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # 11/09/07 CANCELLATION A AMERICAN SAFETY INDEMNITY Co POLICY EXPIRATICN DATE (MM/oo/YYL 11/09/08 SHOULD ANY OF THE ABOVE DI EXPIRATION: DATE THEREOF, TH 30 DAYS WRITTEN NOTIC TH LEFT, BUT FAILURE To DO OF ANY KIND UPON THE INSURE AUTHORIZED REPRESENTATIVE AGUSTIN TORREs EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurence) MED EXP (Any one pere0n) PERSONAL 8 ADV INJURY GENERAL AGGREGATE PRODUCTS . COMP/OP AGG COMBINED SINGLE LIMIT (Ea eccItlSnt) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY . EA ACCIDENT OTHER THAN AUTO ONLY: EACH OCCURRENCE AGGREGATE E.L. EACH ACCIDENT LIMITS EA ACC AGO TORY L MIT$ ❑ ER E.L. DISEASE EA EMPLOYEE E.L. DISEASE POLICY LIMIT ISIONS INd05:1 8002 '8Z'Inr 1,000.000 100,000 5,000 1,000,000 2,000,000 2,000.000 CRIBED POLICIES BE CANCELLED BEFORE THE ISSUING INSURER WILL ENDEAVOR TO MAIL TO THE CERTIFICATE HOLDER NAiyED TO 0 SHALL IM •sE NO OBLIGATION OR LIABILITY ITS AGENT i OR R = r ; ENTATIVES. I � r AC `'•. CORPORATION 11888 MIAMI COUNTY q 2't • • • • • • 6 AS' • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • BUILDING CODE COMPLIANCEWFICEI(BCCP) PRODUCT CONTROL DIV=SI)N . • , • ; • , • • • . • • • • • • • • • • • NOTICE OF ACCIPtANCg'(■OA) • Pino's Windows Corporatip0 • • • 6860 NW 75 Street ' • • Medley, FL 33166 •• ••• •• • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.m i am idade.gov /buildingcode •• • o • • • ••• ••• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than. Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4000 Aluminum Sliding Glass Door — N.I. APPROVAL DOCUMENT: Drawing No. W01 -28, titled. "Series -4000 Aluminum Sliding Glass Door (N.I.) ", sheets 1 through 4 of 4, prepared by AI- Farooq Corporation, dated May 24, 2001 with the last revised on May 25, 2007, signed, sealed and dated May 30, 2007 by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None. Approved shutters complying w/ FBC are required. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1004.01 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No 07- 0621.03 Expiration Date: December07, 2012 Approval Date: September 13, 2007 Page 1 . . ..• . . •• .••• .... •. • . .. Pino's Windows Corporration • • • • .. • N iTIGE41 Wi EPT.ANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. ManActiii r1 die dra.iwin pnd s lotions. 2. DravQing No. WQ?- 2$, 1Ztled;`S rtes;4000 Aluminum Sliding Glass Door (N.I.) ", sheets l through t 4 of 4' prepared by Al- Farooq Corporation, dated May 24, 2001 with the last revised on May 25, 2007, signed, sealed and dated May 30, 2007 by Dr. Humayoun aIoc4, Pte.: • • . • • . ....... . • • B. TESTS .. • • • • •... • 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 4988, dated August 18, 2006, signed and sealed by late Edmundo Largaespada, P.E. "Submitted under NOA# 06- 1004.01" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1395, dated July 17, 1996, Test Reports No. FTL -1405, dated April 12, 1996 and FTL -1445, dated October 9, 1996, and retested on January 6, 1998, all signed and sealed by late Gilbert Diamond, P.E. "Submitted under NOA# 06-1004.01" C. CALCULATIONS 1. Anchor Calculations, Comparative analysis and complying w/ FBC 2004, prepared by Al Farooq Corporation, dated May 24, 2007, signed and sealed by Dr. Humayoun Farooq, P.E Complies with ASTM E1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of compliance and of no financial interest, dated May 24, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Lab compliance statements, part of above referenced test reports. G. OTHER 1. None. E - 1 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No 07- 0621.03 Expiration Date: December07, 2012 Approval Date: September 13, 2007 BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION •` NOTICE OF ACCEPTANCE (NOA) Ocean Shutters Manufacturing, Inc. 1031 S.W. 30 Avenue Deerfield Beach, FL 33442 - ., ,o n • MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www bui7dinecodeonlainne.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division at p • uct terial fails to meet the requirements of the applicable building code. 01 •© • ••• This product is approved as described herein, and has been designed to comply with the 'VLI • ' . r, e Zone of the Florida Building Code. DESCRIPTION: "OSMI-Ultra Light" 0.031"(min) Galvanized Steel Storm Panels APPROVAL DOCUMENT: Drawing No. 05 -473, titled "OSMI Ultra-Light Galvan I through 5 of 5, prepared by Thornton- Tomasetti Group, dated September 19, 2005, last 2005, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Prod with the Notice of Acceptance number and expiration date by Miami -Dade County Prod MISSILE IMPACT RATING: Large and Small Missile Impact . • • • LABELING: Each unit shall bear a it label with the manufacturer's name or logo,.eity,'state aid 04, • following statement: "Miatni-Dade County duct 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 r the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the for sales, advertising or any other purposes pct or process. Misuse of this NOA as an endorsement of any product, ll automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for ion and removal of NOA. ADVERTLSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in g literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA al 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 & renews NOA 1 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as aprcoval document mentioned above. The submitted documentation was reviewed by H // elmy A. Makar, P.E. NOA No 05- 1115.04 Expiration Date: 09/27/2011 S / TA- 0 0 6 Approval Date: 05/25 /2006 Page 1 • • • • • • • • • • • • Ocean Shutters Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0516.14 A. DRAWINGS: 1. Drawing No. 00 -394, titled "OSMI Ultra -Light Galvanized Steel Storm Panel", prepared by Knezevich & Associates, Inc., signed and sealed by V .1 Knezevich, P.E., dated April 10, 2001, last revision #1 dated September 5, 2001, sheets 1 through 5 of 5. B. TESTS: 1. Test report on: 1) Uniform Static Air Pressure test Loading per PA 202 -94; 2) Large Missile Impact Test, per PA 201 -94, and 3) Cyclic Loading Wind Pressure Test, per PA 203 -94 of steel storm panels, prepared by Construction Testing Corporation, Report No. 01 -004, dated 02/28/2001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS: 1. Comparative analysis and anchor calculation, titled 0.030" Steel Storm Panels, dated April 10, 2001, pages 1 through 37 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by V.I. KnezeVjM,, P.E. .... • • •• • D. MATERIAL CERTIFICATION: • 1. Mill Certified Inspection Report by R & R Metals, dated 01/18/b2 7Q� Galvanized • Steel. • • • • 2. Certified Tensile Test Report No. CTL #0184G, issued by Certi •••• • • • Laboratories dated 02115/01 for Steel sample CTC -01 -004, sig'fed tmd seate2 ty Ramesh Patel, P.E. • • • • • 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0410.01 A. DRAWINGS See NOA 01 0516.14 B. TESTS See NOA 01 0516.14 C. CALCULATIONS See NOA 01 0516.14 D. MATERIAL CERTIFICATIONS See NOA 01- 0516.14 E -1 •••• • • • • • • • • • • • • • • • we /& Helmy A. Makar, P.E. Product Control Examiner NOA No 05- 1115.04 Expiration Date: 09/27/2011 Approval Date: 05/25/2006 • • • • • • • • • • • • Ocean Shutters Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS See NOA 01- 0516.14 F. O1HIR See NOA 01- 0516.14 3. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 05 -473, titled "OSMI Ultra -Light Galvanized Steel Storm Panel", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated September 19, 2005, last revision #0 dated Sept. 19, 2005, signed and sealed by V J Knezevich, P.E. B. TESTS: 1. None. • • •••• C. CALCULATIONS: • 1. Revised anchor calculation with no 4/3 load increase, dated Seftfetnber 16, 20Q5, pages 1 through 31 of 31 and anchor manufacturers appendix, preed by • • • Thornton- Tomasetti Group, signed and sealed by Y.J. Knezevicfd,•I�',T.' • • •' • • D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. • • •• • • •••• • • •••• • • • • • • •••• • • • • •••• • • • •• • •• • • • • E -2 elmy A. Maker, P.E. Product Control Examiner NOA No 05- 1115.04 Expiration Date: 09/27/2011 Approval Date: 05/25/2006 2. 3. .625" 313 2.00" 2.00" 00' ..03r MIN. j.188 j 12.00" COVERAGE 14.25" 0.03? STEEL (;!STORM PANEL I../SCALE, 3" a 1' - 0" 1. THESE gWIITH A CA M NE Z DAOOVIISIIOU Z NTY O PREODFLUE E CON A TROL D Y S ON FOOFTH 05 H( NCE (NOM ITY N HU Uo RRI RR O gg NE IHVH F TH BUILDING CO 2004 WITH 2 SUPPLEMENTS. DESIIXJ.GT "WINO LOLAD DURATION FACTOR CdBE14 WAS USED FOREW000 SCREW A D IRE TIO TY FA LOA C U TI �A I U CCO. RD AN C E HW I TTH AS CE 7 N10 2 ® SSC A D L E + H 512E �� FOR SITE - SPECIFIC DOCUMENTS ARE N SYSTENCLUDE INFORMATION SYSTEM. THE FLORIDA ADMIINIISTRATIVE CODE. SHALL COMPLY WITH CHAPTER 61015 -23 4. 5. 6. THESE APPROVAL u HEREIN RSY THE CONTR 0 O SSUITABLE EEVTE FROM APPLIED DTETRTEAI{ DETA EO�H IT J ER PORM OR M ins R FROM THE STRUCTURAL STRAT 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DO UME N NNTS. 8. BU g O FFI CII A LMA T Y ELE ON pgyIE OF g T H p E FO DOCUMENTS, THE LABEL LOCATION 0 N .625" 2.00" .031" MIN. peel 6.00" COVERAGE J, 8.50" &03? STEEL ® HALF STOMA PANEL 2 SCALE :3" a 1'_0" SIGNED, DATED AND A) TO THE ROP C G N GI E R PO REV IE W AS COND ON THEUB LING J CO B) RgGU THAT A -TIM R N gE APPLIED FOR AND I- FN SECURED F TH M - D A p DE COUNTY PRODUCT SITE SPECIFIC APPROVAL PE DIVISION. cc WHEN AREA OPiT "9 " SHALL BE ACCEPTED BY THE VELOCITY OFFICIAL. � � 0 9. OP ONE M MARKINGS KWO ER PANEL, A ND T SHALL " 80 6q � LL A ,, B BE �ELEDA S FOL WITH A MIN. Al DEERFIE DBFAOt.FL4111� 5 op W M( T�T yy 5y1��99�9��19108LLU- DA {{ P K.TCON1 AP809132 90. r� gggg BE D[ L 633R I T H ALUMIN 11 AI.ALV CONFORMING EXTRUSIIONS S 11. MfHIMLJPILTENSN ASHEg A G OF SHALL BE GALVANIZED OR STAINLESS STEEL WITH A FOR A A F. P AN " H MOUNTING CONDITIONS. HORIZONTALLY WHERE APPLICABLE CONDITIONS C 0 1 • .010 • .890" • • k 2%0" f1°h° WADER • • HEADIII • • /'14 41\C-TRACK (FINISH) sOt1LE. 3' 01 9tAL�E+ = 1' - 4 6" ®SCALE . HALF SIZE SCALE . HALF SIZE 96 - 750"%D. 60 .6Y0; . D • 090 .375" .250" .080 II I .050" .250" MA • • ••• • • • • •• • •• •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ..• • • •• 2 100" ••• • • ••• • • / 1/4 -20 STUD x3/4 "{d12 "0.C. .168" o .4-- .125" N j „ 1.00" MIN 5.00" MA I , .656" 2.250" 520' O PANEL ELEVATION 313"" SCALEe 1/4" a 1' - 0" T AV 1 4 M • • • • NI - .125" TYP. GLE STUD ANGLE SCALE: 3" a 1' - 0" SCALE. 3" «1' - 0" 1/4 -20 STUD .320 x 1" LONG 377" (3) 12" O.C. M AX 9 AU.OY) STUDDED STRAP 7, WASHERED WINGNUT © mum. usowmo 6006*) SCALE + HALF SIZE SCALE . HALF SIZE WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS PLAN VIE 1/4 -20 S.S. BOLT & BOLT & WINGNUT 119 24" 0.C. (TYP. .036" MIN. THICKNESS GALV. STEEL BENT PLATE OR 2" x 2" x .125" 6063 -16 ALUM. ANGLE B CORNER LOSURE DETAI t v°J SCALE. 1 -1/2" a 1' - 0" 1 . 625" 0 ASTENER 9 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE HOLLOW BLOCK OR ALUM. ANGLE WOOD FRAMING. CLOSURE PIECE EMBED 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. ® TRAP MOUNT CLOSURE DETAIL SCALE. 1 -1/2" a 1' - 0" 1/4" MAX. 2.00" MAX, 749" MAX. 188" .290" 648° .090" MIN. TYP. Q BF - TRACK SCALEI 3" a 1' - 0" MVP 1" OVERLAP 90° OR GREATER O F - TRACK f. SCALE. 3" a 1' - 0" 1/4" MAX. ALUM. ANGLE BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2 "x5 °x0.125 " MAX XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. .133 305 Oar mac ® IOYHOLE WASHER (OPTIONAL) 1A ' SCALE + HALF SIZE OVERLAP WALL BEYOND WINDOW DISTANCE 1.5 TIMES GREATER THAN BUILD -OUT DISTANCE 1 • CLOSURE ANGLE REQ'D) VI BUILD-OUT MOUNT CLOSURE DETAIL SCALE. 1 -1/2" a 1' - 0" O SLIDE TRACK .. SCALE + HALF SIZE 3.38" MAX. V.I.'/SCALE TRACK + HALF SIZE .600" XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL F SCALE. 1 -1/2" a 1' - 0" PROMO' REVISED es ow p yt¢gw1b dro Piock� Cods ACceMASCO Nu Eat Date By Bhp 270" 0 FASTENER 19 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.5.F. & 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) 0 VJ.Kax '.ch cL. veoMe3 • 09/ Al NOfID I 05-4,3 sheet DETAIL M ('PASS THRIP SEC) ANCHOR SOBEDUL8 1/4" 1 T,'+ {g am IINNORZA E 0 yy�� B BETE COIVC. I mOOC A L� L g 8 / � g ;Thin o7R • : C4ONC 6IX&'. I B160C .. ,( . 1/ . j f Yi�] M.AR ..: ►. I i7 V1000 12° 4° 10" r 12° EXISTING GLAZING EXISTING GLAZIN EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. TOP & BOTTOM COTTNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING REFERENCE OR SCHEDULE FOR MAX. SPACING O WALL MOUNT SECTION SCALE. 3" a 1' - 0" B CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN ST STEEL HEX MACHINE BOLT " • 12 � O.C. MAX. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. USE REMOVABLE ANCHORS ONLY. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 0 'P' TRACK/DIRECT MOUNT SECTION SCALE. 3" 1' -0" OPTIONAL BP -TRACK EXISTING GLAZIN • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • i v i • • • ••• EXISTING CONCRETE HOLLOW BLOCK OR • • & BOTTOMMING. TOP • • • ! - 0 . E0. • O BUILD -OUT MOUNT SECTION SCALE. 3" a 1' - 0" EXISTING GLAZING • • RE N NCH0R • • SCHEDULE FOR MAW • • • • SPACI • • • • EKIIS • NG• A►14 R 3/4 " i 1/40 -2 • MACHINE BOLL WITH • LOCK NUT @ 6" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. ••• 2'7.xSSxl /8" •• • • • 6.8 CONT.44LUM. p LAT + x1 /4"x 4 T. • • •P�T w 0 X V N a N RE CONNECTION TYPE SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP • BOTTOM REFERENCE TYPE SCHEDULE FOR MAX. SPACING -1/4° MAX. -1/4" MAX. REFERENCE CONNECTION I� SCHEDULE FOR MAX. SPACING CEIUNG / FLOOR MOUNT SECTION �' SCALE. 3" 0 1' - 0" 1/4" -20 x 3/4" STAINLESS STEEL HEX HEAD 7/16" MACHINE BOLT @ 12" 0.C. MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE O 'PASS THRU SECTION M SCALE. 3" 0 1' - 0" -1/2" 1 -1/2 •.••••r EMB. SEE TABLE 2 [ EXISTING GLAZING O CRUNG / PRE - STUCCO TRACK SCALE. 3" .1' - 0" /4 "• THRU BOLTS W/ LOCK NUT 1P3 12" 0.C, FASTENER, SEE "DETAIL M ANCHOR SCHEDULE ", REFERENCE STRUCTURE TWO 2" x 5^ x 1/8" CONT. ALUMINUM ANGLES. XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. 14 x3/4" TEK SCREW 6" O.C. BETWEEN TRUSSES ,-THREE 1/4 "0 x 3" WOOD / LAG SCREWS H 24" // O.C. MAX. WITH 2" MIN. EMBEDMENT INTO WOOD MEMBER WOOD ROOF TRUSS OR FRAMING MEMBER 5 24" O.C. EXISTING STUCCO FINISH OR PLYWOOD SOFFIT -1/4" MAX. w J ca a I- w O UI 2 N 1/4" -20 Eqgpx 3/4" E- MACIjINE DO €EL T caIIONTYPE (41 12' O.C. MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 05 -473 sheet 2 of 5 5 T:8 2 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. (TYP TOP & BOTTOM) ADJACENT PANEL LAST PANEL INSTALLED FROM INTERIOR 1/4-20 x 1" STAINLESS STEEL SIDEWALK BOLT OR TRUSS HEAD BOLT THRU 1/2 "0 HOLE WITH PM NUT & WASHERED WINGNUT ON INSIDE FACE AND NUT WASHER ON THE OUTSIDE FACE OF THE PANEL ( 12" 0.C, (LAST CONNE TION JACENT PANEL 1/4 -20 x r MACHINE SCREW STUD WITH WASHERED WINGNUT (El 12" 0.C. (CONNECTS CONT. 2" NGLE TO ADJACENT PANEL) STUDDED ANGLE /8" MBED. USE 1/4 "0 ALL POINTS SOLID SET ANCHOR 00 6" 0.C, CENTERED ON PANEL WITH 3" MIN. EDGE DISTANCE AND 7/8" EMBED. ggXISTIN@ CONCRETE INTO EXISTING CONCRETE (MIN. 3,000 RS,L) MAIL PANEL MIGHT m 8' • 0' ANN MAX D(U@N LOAD . *62 P,S,P) O OPTIONAL INTEtGOR FASTENING DETA N SCALE, 3° = 1' - 0" GLASS OR DOOR 1/4" 20 X 1" STAINLESS STEEL MACHINE B OLT , N (m 12" O.C. MAX, REFERENCE ANCHOR SPACING E FOR MAX. �� *� „•aµ C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP & BOTTOMS NOT(: USE OP DETAIL SHALL BE IN CONRINCRON WITH AN NOT(: USE OP DETAIL SHALL 86 A7 cot1RJNCRON WR71 AN • h • HEADER OR • U' HEADER TOP MOUNT • h' HEADER 0311 U • HEADERTOP MOUNT ® C-TRACK ASSEMBLY - INSIDE CLOUSURE O SLIDE TRACK ASSEMBLY - INSIDE MOUNT SCALE, 3 " =1' -0” SCALEe3 "•1' -0" • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • ANA PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER E ACH ADJACENT • PANEL AND P A !EN WIII@NUTS • • FRONPTH€ INSID • • • • • • • • • • • • • " LONG HANDLE • • • • • • • • • • ! • / RIVETED .• ����'�,��I ,./ M NUT (TIP.) 0 TYP, 1/4 -20 x 1" SIDEWALK •• • • • •• •• J am'"' �'���" "" BOLT (TYP. ON • • • ?X OUTSIDE ■ �.�,�� � fI OUTSIDE FACE ITTYPI • • • • •5V? • •• • • • • •• NOTCHESI(TYP. WIDE 5IDES 2" x 2" x 1/8" CON STUDDED ANGLE 8 (SEE SECTION 0 OR ) O OPtI ONAt INT OR FASTENING DETAIL (ISOMETRIC) N.T.S. TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" 1 MACHINE SCREW WITH .675" x .675" - - ser= rL? ±i :tl• Eh: tx x .125" SQUARE �v� � � ' SCREW HEAD {1D 72" O.C. M X. OR La 1 UpD STR fi SEE OETA}L m ~ MIN ," QQ O S LIDE TRACK ASSEMBLY (BLOW UP) ,:. AR. a� � T SCALE. HALF SIZE Nu a pi ,JJ ea �uw wil FINAL LOCATION OF STUD ® STUDDED STRAP ASSEMBLY (ISOMETRIC VIEW) N, T.S. q. P NOT& THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM 6 OR L FOR TOP AND BOTTOM MOUNTING CONDITIONS. 1/4 -20 MACHINE SCREW STUD (0 12" 0.C. 1/4 -20 HEX HEAD NUT PADDECTREVISBD 1 0986001 x8'*18 Rla FIRM .1 SWIM Code AoceI'* '':r N.r OtL 1Gplr/1h +n. IL.:r O !r i 1 ANCHOR SCHEDULE FAMED M*IM MIE SPACING (ING186M EEC FOR VARIOUS DESIGN LOADS ARD SPANS. • • • • • • • • - anus 151X3 I ANCHOR TYPE LOAD (W1 P.S.F. MAX. (5!E NOTE 1) MIN. 2 EDGE DISTANCE SPANS UP TO 5' -6 • GEENOTEI) SPANS UP TO 8' -8" GIN NOTE 1) • • SPANS 5' -6" GEE NOTE UP TO 1) SPANS UP 8•_8• (SEB Natal) TO SPANS UP 12• -0" Pawl TO 1) SPANS UP 5' -6' (SEE NOTE TO 1) SR•1NSiUP TO • • 8'03" "SEE TOTE 1) SPARS it 1 • 11 -0 ( s NOTE ) CONNECTION CI GEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION Cl (SEE 22 NOTE C3 TYPE 3) C4 C5 CONNECTION ME C2 NOTE C3 TYPE 3) C4 C5 CONNECTION GEE NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE NOTE C3 TYPE 3) C44 CS CONNECTION Cl (SEE NOTE CC3 TYPE 3) � J/ 3DNO, 48.0 12 I AVM m 200.0 10 / C / /%/.% ®m%m® t 4I ft7dM %. ®m g� /1:1l %m Ii7Z� / C2 %VM �C�9 P�if�sy/k/ eCE1�CC2 12 /���,{ 62.0 � il /�j/.y�2r 1)- •2• 12 // V/.%.% ® 1� w gg / i 40 at /' J ,y � � O W : a' PA . A N ff. 7 /% 92.0 %. ®nIumuu 200.0 12 12 8 5 %5L7► 12 8 /Z�JW p 12 00M pima •' T p Y Q ( � k } }p�4 7p f � ,� PAM 1. MIN 1 SD s 1 72.0 12 /// 12 %% lf � 7� i%% 12 12 % � 62.0 % % 12 / 12 %%EEr/ / // / rJ %% o / 4 E % /r/i% 12 J 920 12 / /%% . %•sfl� 0 1 10 8 /% %%mr/%/ 12 %% 10 8 3 10 9 3 100 / 11 11 11 ©M M�� C / � � i /�.%%%. K'✓</,� aAr II ll55 11 7�7 ' 0, r . 48.0 %EL'T//.%.%%��/ 62.0 12 % %Gmr�f-1 ' 1/4 -2 T ' - - 8 92.0 9 �IiI // //% // %m%// m`i / /` ///% 12 /r% 9 • E. s. • ...• 200.0 10 / % .%% 1...,„„„,,,„ 1/4ffi 1T t 3/4` 43Z EMBEDMENT .,, ,,, v_, 48.0 12 12 12 % 12 12 11 i � 12 12 12 ` 12 12 12 12 i 12 12 12 12 12 12 62.0 12 12 12 12 12 ® 8 /% 12 12 7 12 12 12 12 / 12 12 12 10 7 A 12 12 7 7 72.0 12 12 12 11 % 12 12 11 %/ 1 2 12 % 12 12 12 % 12 12 12 8 % 12 12 6 92.0 12 12 12 9 A 12 12 6 8 a 12 12 88 / 12 12 D 10 / 12 12 6 7 4 12 12 6 7 200.0 12 12 6 ©0. ®0 ©0 ENEQQV ®Q©rA MEilailf/A DEMON 48.0 12 12 12 ®Am DEIE10 131©lmM®®O ".m l% 9, 4 1l1•n ' 1111 ^ �cata PF�I - d. 6 20 12 12 12 9 % 90 10 7 7 4 12 12 11 % 12 12 10 7 % - 9 3 5 720 12 12 8 4 8 W 410 10 6 6 4 . 8 3 5 92.0 10 10 10 10 6 6 7 6 / 4' 12 12 7 / B 8 3 9 f 8 3 5 200.0 7 6 /1352 �0 /�ra©/E�©© , /�/ . i , , , x 6 1 3 f� i ul na �ana lilly , W II-Kt ELCp T CCO�NN 9 MIN. E 303MEN7 !Ai, 1p R • 4 8,0 62.0 12 12 12 12 12 12 ® 12 / re 12 ®®m� 12 12 8 / 12 12 7 % mE�®®/ 12 12 12 12 12 12 12 9 0 OE 12 12 6 f/ 12 12 12 12 12 12 12 10 12 12 6 7 72.0 12 12 12 11 12 12 8 7 / 11 11 5 / 12 12 12 12 ro 12 12 10 9 / 12 12 5 7 92.0 '12 12 12 9 f 11 11 4 5 11 11 5 V 1 2 12 12 11 12 12 5 7 12 12 5 7 d 200.0 11 11 4 5 11 11 4 5 11 11 5 G 4 1 2 12 5 7 G 12 12 5 7 G 12 12 5 7 48.0 12 12 12 12 / 12 12 12 11 ` 12 12 8 12 12 12 12 12 12 12 11 12 12 11 8 i 62.0 12 12 12 ® I d 72 12 ®QV ® ©IIIS ®®®a� 6 `d( ry !p q� B p A N09WNA1?1 .' MOtl. 8,1K, 3000 pm. mom 12 12 4 6 V / reit 92 0 12 12 12 9 % / 12 12 4 6 12 12 4 6 0 12 12 i2 9 � 12 12 4 6 %/ 12 12 4 6 200.0 12 12 L 4 6 / 12 12 4 6 ) 12 12 4 6 A 12 12 4 6 / 92 12 12 4 6 /� 12 12 4 6 * 11 E, 48.0 12 12 12 12 / 12 12 12 12 12 12 12 8 ; / 12 12 12 12 12 12 12 12 %/, 12 12 12 11 62.0 12 12 12 ®NmDEIDOm ®©CIOm� ®mNE ee�� � t _ 1/4, •- pr S Peal SO} 8E N -,� : �`1 72.0 12 12 12 ®N ®LIDO ® ©0A ®®m�_____ _ n7 M®EC ee_s�__• CIMIN 6 6 6 B % A % 92.0 12 12 12 5 mN Q % ® ©D ®©CI%.a[aLa©M% ®7 ©� m ®0LI%Ei7vi�• ®®mMEMICE!�1Y4 %® 12 12 2000 12 12 484 ,/ / / /.>/'//./!1 / /.'//.' %% % / / /. s i ]i .» ti■E66666IIR' - 62.0 / /�/�i /� / / %i7471 //Vi�O 12 12 ®®O m ®A 4 4 E � , Q 4 .. 1 / 2 Oy E2 w :,:_ 1.n ice:;., 72.0 /� / /%/% % / /%%% %// %%® 72 ®%EL7��EE m®mm __ _ % 92.8 / /// ari % / /�0ViM% //AWAi 200.0 / / / /4rAvi / �ir4/7i7 / /imo �r_� M®m� ®�DViEG _ ____ ®m __ N ANCHOR SCHEDULE • 9/1$IER MANGUM SPACIMG ONCITES) R QW03D ROB VANS OSSIGN LOADS AND SPN S *Situp 'ISM E • • • • • • ANCHOR TYPE • LOAD (WI P.S.F. MAX. (EE 19008 1) MIN. 3(4' EDGE DISTANCE SPANS UP TO 5' -6 • GEENOTEI) SPANS UP TO 8' -8" GIN NOTE 1) SPANS UP TO 12' -9" (ME Nam 1) CONNECTION C1 12l (SEE C2 / �� NOTE C3 / 4ArA®a/�rA/;VINmf5 � » � J . TYPE 3) C4 „ omEr C5 CONNECTION C1 GO C2 MM C3 �/.�i TYPE 3) C4 C5 � CONNECTION Cl m�i (038 C2 TYPE NOTE 3) C3 C4 � 7/%, C5 • ®OOM • llownS.k4 v,,,, N5 1 6 �1 q �pI� 0 -"- / 1 , T.. TO - ''. . Af: 48.0 62.0 12 72.0 12 % / / %. %m %. % % %.m %%.%% %. %% 92.9 12 / / /0%m % %/% m 200.0 10 % / / /%/.% ®m%m® Qi% %. ®m %' /1:1l %m ®m©# ©�Q ®D© %VM 2 M 1 . 48.0 12 62.0 12 �iQ] mDNEDEMEI mm ®Q�rI // mma©Vi ® 1� w gg / i 40 at /' J ,y � � O W : a' PA . A N 72.0 12 92.0 12 ®nIumuu 200.0 12 12 8 5 F e 12 8 p 12 00M pima •' 48.0 12 12 12 12 69 12 12 12 reni 62.0 12 12 12 / 12 12 / 10 10 9 4 � 4 AM o / 4 iA,1l. E P N • fe _g W ItA � - - + 72.0 12 12 12 � 12 � 7 . 0 1 10 8 82.0 12 12 12 % 9 3 � � EL117N ®AM0© 10 8 3 10 9 3 100 / 11 11 11 ©M M�� 200.0 10 aAr II ll55 11 7�7 ' 0, r . 48.0 12 62.0 12 ' 1/4 -2 T ' - - 8 92.0 9 �IiI elnammflf//Io/ 200.06 6 rC 6 6% % 6 6r% f; m 0 3 a 6: • . . • • ••• •• ••• . • • • • • • • ••• • • . • • • • • • • • •-•-• 4 • • •s • 18 6 • •• • • ANGIOR NO ES: 1. ON 2. EQUAL TO NEGA77 EODGEE IO LOAD ON SHUTTER SELECT SPAN GREATER THAN OR EQUAL TO E SHUT T TER SPPAAN, 3. SEE MOUNTING G NTIN SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, EE 4. Fs pgR oR NN C STRUCT U R E 5. R EDUCE FOR PROPER H ANCHOR TYPE BASEDDINi OF cc RS SHALL L E INSTALLED IN ACCOROANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND EDGES DI WALL � 019 STUCCO. 7. MEMBGR E ET SO PAggSTENINDRTO IW FACE OF STUD FRAMING PLY S ACCEPTABLE 3/4" SiDE HERE LAG SCREWSS TO 8. SOUTHERN PAN AD .0. 5 RHEGR A ER o IT . LAG SCR W SHALL HAYE DGE 9. HEAD ANCHOR B L Tl AV E EITHER A PAN HEADGTRUSS HE OR WAFER O FE R N 10. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. SCREW N OR WIN EO WING(dU BY REMOVING MACHINE P30DVCT SE%16ED sa e MP 9110 810 010460 DaMfateCXdo & ffiW p ANCHOR SCHEDULE • • • • • O R • • FSMENE SPAcNO «N Rt3>� POR V DE IGN I AD5AI 0PA $ • • • POSITIVE DESIGN LOAD (W1 (P.S.F.) AINK IOR TYPE o 3viQ� � d S MIN. Z EDGE DISTANCE ,,• O MIN. 3:ED E R ANEE ■ SPANS UP TO (SEE 501E 1) SPANS UP TO (STE NODE 1) SPANS UP TO 12' -0" (so Nom 1) SPANS UP TO 5' -6" MIME 0 SOAK US TO .3' -8 • 0115 NOTE 1 SPIr•1S •IP 360 12 • OM NOTE 1) CONNECTION C1 (=NOTES) C2 C3 TYPE C4 C5 CONNECTION C9 NNE N015 C2 C9 TYPE 3) C4 C5 CONNECTION C1 MS NOTE C2 C3 TYPE 3) C4 C5 CONNECTION C1 OMI C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SE• C2 NOTE C TYPE 3 IN. 06 CONNECTION 011 TYPE ME MITE 3 C2 •3 C 0E 1 HOLLOW CONCRETE BLOCK 1 3" 48.0 8 »Z½» 2 - 1/4" 10' -0" 3 -1/2" 5 /%0 Z% 3" 4 r" ANN 2 -1/2" 9' -7" aehVd 3" r/Ei�/,/;Vr 1 1'1 %UWl 1) EXIEVAMMOMIMORMIWAWAEIM' Ir�' ©%%%ViEl' AritAM % %FMORI %%% :WAIN % © % MrtaCICKV‘ri :%�r� 3 5� "mg p � ? � 9 ' � # p� P W / 1-1/4'MW.�P EO, anyway .%%% %%%r �iE %ElE1E3113 LM130®ECIMIEURE[I%/'tIE3©© EIE101 %ALIKOV 3010 AM01 1 %'% /©®® / % %%.%© %% MEIr %.I� J A/ %.I//iIMMOV,. /, % A//' Aden zoo . 0 ///r ArA///,%%7 11•�t\1lllx.,,l \Il11Sl11,- WV IMIN' EN APCON Nf IEUEEI®® E�InEDERIEI �QIfIIIIIO%[! Ri © © % EIELW © ©J % REEiEDEEIEEE %mmm[ EIDEIEI © © © %� 130VI© © ', / /r ©% �'1E1E7E17E� EIEEM7401Elarlor/;DEILIE � .//EEEIOEMEIEEMEM 200.7 El© ESKIEE %r///©E3' Er7 IM©EME31I //.%%E1E �©muurzo�mm VorardEl© ©GIVAEI 12 %EIMEI 1 2 8 % 8 ©%EILMEIE 8 8 5% 6 6 ICIM 4 3 Fp Clijj `E' E UEIERIEINan N t " 1�I,QEx lf 90 1 0 6 4 6 6 5 4 / 4 4 72.0 7 5 4 f4 4 4 9 9 4 % 5 5 ©©' ��i © © ��� i %' //, 92 . 0 H 5 5 3 9 9 F o �� � 3 � // In; 7 7 7 4 4 4 200.0 E7EE %%///ElEI %%'//.EIFIV % %©EI% %%E3E3%%//.©I'r 1,..„,„,,„„„„„„,„,„, W/ EP N In-VW T 10 10 10 6 62.0 12 12 12 7 f 7 12 92 . 9 7 A 72.0 10 10 10 6 7 7 6 5 5 5 12 12 8 9 9 5 7 %/ 4 92.0 8 B 5 �/. 5 5 � 3 / 5 5 1 3 � / f0 10 6 % 6 6 � 4 6 6' r 200.0 5 5 3 %5 5% 3 3 S 5 3 / 6 6 4 8 6 4 % 6 8 48.0 12 12 12 /712 12� 9 /11 11 6 / 12 12 ®® ®In ®m/,m' 12 / 12 % 8 12 'm' 8 flfl 3 9 5% a 19 UU©©Z 8 11 '� ti 3 5 lt ;� arrow ∎ p ∎ �� y - OEMI DDDDMDDUf! 12 12 12 % 8 8 3 S% UO©0M®® 8 83 p ®® 66jj���� r R ) ANCNOR 178 " MM u- la 92 200.0 8 8 3 8 3 5 4 8 8 3 / 8 = 8 8 3 5 8 + 3 5 A 69 / li.,,,, i; �; ■: t/4 g" ;•L P 5 T 48.0 12 12 12 08 12 12 12 8 / 12 12 10 Ai 12 012 12 12 92 11 12 11 8 62.0 12 12 92 � 92 12 12 B / 11 11 4 � 72 � 92 J 12 12 8 � 12 5 6 6 � 72.0 1212 12 / 12 12 7 5 / 11 10 4 a 12 `1212 B 7/12 4 P AfBCH • 5�aH 8 -::';:�;: 41IAV'llli\UkW 111101EIDEIUMODUCINC1100112r 200 0 I1100©M ©m' BEAM' ©''©A®®I MW ®m®IY�® ® ®®IIMI LIOE } ® I CICI©M1313© EIEMOIE r.. }IEIM IMEIEVA ©16 13X1 O i i�1PV �FIMMO vA gellilill"""1"''' I r v. 14 - • �t i WI CEO �i312%iZ4��i7%40 � %% %%%L%Mere2' illo %// ®®® © %.20EXIIEVADE(I© 7% Enmomea _ 200 .0'WeAr, % %% �morammr. /oor AEEIDIEIE7'AMEMEME]E�IEM©� / //, % %ge /Or/.I % %'/M IDIUMIU / / /.DBEIELMIMBEIE]% MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W1 (P.S.F.) ACTUAL SPAN IL1 (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS EQUAL TO OR LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 304 6•-0" 3" 1 -3/8" 8' -3" 3" 1 -3/4" 11' -10" 3 -1/2" 3" 40.0 6' -0" 3" 1 -1/2" 8' - 5" 3" 2" 11' -0" 3 -1/2" 3" 50.0 6' -0" 3" 1 - 1/2" 3' -e" 3" 2" 10' -5" 3 -1/2" 3" 60.0 6' - 0" 3" 1 - 1/2" 8' -8" 3" 2 - 1/4" 10' -0" 3 -1/2" 3" 70.0 6' -0" 3" 1 -5/8" 8' -8" 3" 2 -1/2" 9' -7" 3 -1/2" 3" 8 • • 00• • • • 000 •• 0• • • • •• •• • • • • • • • • 0- • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ` SEE PAOE4PORO> f8ANO00INMES 1 T A • • • • • • MAL ALLOWABLE SPAN SCHEDULE ;NIP . 9 ' WAN (P.S.F.) - IN) 30.0 11' -10" 35.0 p.40.0.. 4509 ▪ 50.0 • 55.0 . 060!9• 62.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110. 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 11' -S" 11' -0" 10' -9" 10' -5" 10' - 2" 10' - 0" 9' -11" 9 ' -9" 9' - 6" 9' -2" 8' -1o" 8 . -3 " 8'-0" 7' -8" 7' -1" 6' - 6° 6' -O" 5' -6" 5' -2" 4' -10" 4' - 7" 4 ' -4 " 4 e -1 " 3' -10" A 8 L E 2 T1R.E2 N013t 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION PROM GLASS. TAI81 NO}7R 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANED. LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS, YRMDVCT REVISED 69000a18y1. nlpl 613 FloNao Amismaea ▪ "tc os_ 11 04, Es}i.ctloa U r: CH By oft O1viakm 0 4 Al Not® I 1 EIT11EEEIE C411111 UCEMIRRN t 09/19/2005' 1111111 05-473 [ sheet 5 of 5 )