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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 7 Permit Number: • RECEIVED Building Permit Application AUG 3 0 2017 Planning and Development Services Building and Code Regulation Division PERMITTING 2300 Virginia Avenue,Fort Pierce FL 34982 St. Lucie c ounty, FL Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of lineU4w�, nn PROPO$ED,IMPROVEMENT,LOCATION F Y. Address: Legal Description: Tit D lPl-AJ 12i vE2 L 5 l4EESy/vi T I - a oc Z. LC7T q (M 6P 341.02.AI(0/2- 'Y00/ - 2_9-5_7 Property Tax ID#: �G� - (o®�" D y _ -� Lot No. Site Plan Name: Block No.2— Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DES.CRIPTLON OF WORK =d ws �6�, n�+ lay � 5t�>' fXGI i ,Z5 4- o CONSTRUCTION INFORMATION. .. -r Additionalwork to be nertormed under this permit-check all that appy: HVAC L_I Gas Tank Gas Piping _Shutters El"Windows Doors Electric 0 Plumbing Sprinklers F]Generator F] Roof Roof pitch Total Sq. Ft of Construction: S Ft.of First Floor: a Cost of Construction:$` f SOD Utilities: _Sewer Septic Building Height: OWNER/LESSEE CONTRACTOR: Name Q hs n Name: s Ne Address: Z4 C) miloWt4Y /2.ID Company: ' City:- ;:�Q A-+ Pl Cl2CL^ State: (Q Address: Zip Code: .3 L/1 Y 7 Fax: City: F=/ / /rP!`cY State:LCL Phone Nat 72 - 3y-�r��D Zip Code: �� yS Fax: E-Mail: '` Phone No. y97 Fill in fee simple Title Holder on next page(if different E-Mail: �b -, O�r �iaS Gt,d(. C ey . from the Owner listed above) State or County License: 6C' !,5-/ r If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN.LAIN IN 4 DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to.do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building-Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspe n. If yciOnrend to obtain financing,consult with lender or an attorney before comme,pr6agwork Qf rqWding vour Notice of Commenceme �/, /�r Xell", xf Signa r of w r/ ee/Contractor as Agent for Owner Signatur o C r o License Holder STATVF FLORIDA 1 STAT F F DA COUNTY OF . L.�7r, �F, CO TY OF � • ��L The r oing instr en was acknowledged before me The f oing instru ent was acknowledged before me this day of 20� by this day of 201 by I Name of person making stat ment / Name 6f person making statement / Personally Known OR Produced Identification ✓ Personally Known OR Produced Identification 1/ Type of Ideajfication Type of Ide ' 'cat,'on Produced w Produced 1 (Sig Lure of Notary Public-State of Florida) re of Notaryublic-State of Florida) lcj ""; KAREN S. NIE SEN ,,�� �, S. NIELSEN Commission No. ,.'�.+• ral) ,Commission N FF 105®e06tT11 ion No. - ��_ Colnm�s'sion k FF 115637 My Commission Exp'201 8 . a.- My Commission Expires June 12, °���0:a June 12. 2018 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 Story Height:I Story No,Units:I Secondary Wall: interior Data Bedrooms:2 Electric:MAXIMUM Primary Int Wall: Full Baths:I Heat Type:FcdtiorAir Avg Hgt/Floor."0 Half Baths:o Heat Fuel:ELEC Primary Floors:Carpet A/C%:100% Heated%:low. Sprinkled%:o% a t. r I--) C L .......... 9!S (JIM) SSA (328) Building Information(2 of 2) .. FmishedAtea:U 3F Gross Total Area:1,188 SF ' Exterior Data View: Roof Cover.FiWss Shg Roof Structure:Gable Building Type:DGAR Year Built:1999 Fame: Grade:DG- Effective Year,1999 Primary Wall:CB Stueeo Story Height 1 Story No.Units:o Secondary Wall;- Interior all:Interior Data Bedrooms:o Electric:M M4UM Primary Int Walk Full Baths:o Heat Type: Avg Hgt/Floor.0 Half Baths:0 Heat Fuel• Primary Floors:CONC GRD , A/C%:0°� Heated%:% Sprinkled%:0% 12 30 GDL 22 22 (284) OPAL (264) PATn F (6 i 12 ________________ —___—_---—-----__—----- f " Special Features and Yard Items RECEIVEDA/ `Type: Quantity: CFiAII4LB.EC4 AUG 3 O 2V1MM 7 1 Units: . 200 Year Built: 1999 PERMITTING St. Lucie County, FL Type. U nnYAVG Quantity: I . - Units: 120 Year Built: 1999 :.: ..........-........................_........._............._............__._._._.._.._....................................._....__._._.__............................................_...._................ . ....-..................__._............... ...._ _ 4 , .....__..__ ?_._.... _.... _.€ . Current Year Values Current Values'Breakdown Current Year Exemption Value Breakdown Building: 542AW . Land: 58,400 Just/Marker. $50,800 Ag.Credir. so Save Our Homes or 10%Cap: $0 Assessed: $50,800 . Exemption(s): s0 Taxable: $50,800 Florida Building Code Online w_ � / Page 1 of 2 VA BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search d., bProduct 'k LafApproval {�!.=I...r `. USER:Public User C E IVEDProduct Approval menu>Product or Aeolication Search>unoilcaUon Lis T>Application Detail £ i FL# FL18427 AUG 3 01017 Application Type New Code Version 2014 PERMITTING Application Status Approved St.Lucie County, FL Comments Archived s. Product Manufacturer AWP Windows and Doors,LLC/formerlyTrulite Address/Phone/Email 8130 NW 74th Ave , Medley,FL 33166 (305)887-2646 gberos@awpllc.com ' L Authorized Signature Gerardo BerosI gberos@awpllc.co Y v $ Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer rt Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Jesus Gonzalez,P.E. Validation Checklist-Hardcopy Received Certificate of Independence F118427 RO COI SS Aluminum Tube Mullion(LMI)-CI 2014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https:Hfioridabuilding.org/pr/pi_app_dtl.aspx?param=wG EVXQwtDgsGsvRHsb6W7FWsQ%2ftXGIB... 8/16/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/05/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 18427.1 Series Aluminum Tube Mullion Large missile impact resistant aluminum tube mullion. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18427 RO II SS-Aluminum Tube Mullion(LM1)Dwq Approved for use outside HVHZ:Yes M15=07.. Impact Resistant:Yes Verified By: Javad Ahmad PE#70592 Design Pressure: +140/-140 Created by Independent Third Party: Yes Other:See drawing M15-07 for span vs load combinations Evaluation Reports and installation details. 81£}427,l20 AE SS=Alu.nlilum Tube Mullion LMI -PAE 201.4.}xif Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: „,., 99 99 Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgsGsvRHsb6W7FWsQ%2ftXG 1 B... 8/16/2017 .750 p--1.625—b! -1.718— T- 2.250 ... 1.718—b �" I I m o' m 2.250W I TYPICAL 2250 g c n 2 'GLAZING PRODUCT p c 125 1 I xr..125 -� ®> n 4.000 TI - j2 I —1.719--� -^-1.266 -I ----------4.000- 4.000-� p a1j —� OWm a IL TYPICAL MULLION CLIP YE-65` WINDOW FRAME J (6063-T6) MULLION CLIP (6063-T5) v it J N (ALT.TO ANGLES) (ALT.TO ANGLES) W 3 W irl CUP LENGTHS MUST BE CUT TO FIT SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG Z N INTO TUBE MULLIONS. INTO TUBE MULLIONS. �' Irk Q 5000 4 W' g ' -�.728 I•- [-1.718TL"1 ---{ —_--n 2.000 .000 � O ALL TUBE MULLIONS TO BE ALLOY 6063-T6. O 2.000--•-I ,125- .125 I Z J 1.613 1.613 O J it o MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS Z)�o HORIZONTAL OR VERTICAL w SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING I m Z Q u7 MULLION CLIP(6063-T5) MULLION CLIP (6063-T5) 1--. M CLIP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FIT SNUG °3 INTO TUBE MULLIONS. INTO TUBE MULLIONS. J j n I ( NO SIDE FASTENERS REDD.) (NO SIDE FASTENERS REDD.) L Z Z L J.I OJ .125 I!Q co F i 2.000 L r i I I I i i i RECTANGULAR ALUMINUM TUBE MULLIONS L-2.00D--J s USING MULLION PROPERTIES ONLY c VOTES: MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ANGLE CLIP (6063-T5) w HIS.PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE AND CAN BE USED WITH ALL F.B.C. APPROVED IMPACT AND i .EDUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY NON-IMPACT RESISTANT PRODUCTS. IURRICANE ZONE(HVHZ). -- ---- c m •LL GLAZIBJILDINNG PRODUCTS USED WITH THESE MULLIONS MUST MEET THE INSTRUCTIONS: 2 G CODE REQUIREMENTS I.E: WIND LOADWATER .PPLICABLE , NUSE CHARTS AND GRAPHS AS FOLLOWS.FILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER ` D IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC FL #18427 C lOOD'BUCKS BY OTHERS, MUST-BE ANCHORED PROPERLY TO TRANSFER •PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. r--- ---- OADS TO THE STRUCTURE. I NII11 r lr-� STEP 1 DETERMINE DESIGN EGAD REQUIRED PER ASCE 7 B-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND FOR PARTICULAR OPENING. INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATIONp,, .NCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT PRDVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED `�` ��'-•• ;u� /// II o 1 '0 BASE MATERIAL SHALL BE BEYOND WALL COVERING STUCCO,TILE ETC.. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD �e.•- I - ( ) REQUIREMENTS. ON THIS DOCUMENT. �,•\}OENRn'•. .NCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS STEP -� USE CONNECTION TO MULLION AS PER PRODUCT C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF = I o � ` ,RE NOT PART OF THIS APPROVAL STEP 3 ALTERED BY ANI'MEANS. Z No.70592 _ 9I APPROVAL. D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED \LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) - : u = STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED FOR THE PRQ ECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ��1 AATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO IN STEP 1 ABOVE. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED 4" ;ONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE ® '•, �•;•eoF �� drawing no. + 1F THE FLORIDA BLDG.CODE USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHARTS SPECIFIC DRAWINGS FOR REVIEW. /j ••:F<ORIDA.•' ��� AAMUFA TURER'S LABEL ITH CURRENT E LOCATED BUILO NG READILY VISIBLE LOCATION STEP 5 E. MOREON HTHANEET 3THE DESIGN LOADS SPECIFIED SELECT ANCHOR TYPE WITH OINSISTEP 1GN n ABOVE. E-THIS THE P.E.D.SSHALL EAR THE EER D RECORD ORIGINAL SEAL AND R.SIGNATURE OFN ACCORDANCE ' / �AL fy� �� M 15-07 / 6 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE 11IULLIONS) I � o I WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. VERTICAL 1 X 2 1 X 3 I X 4 2 X 4 2 X 8 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 1 X 2 1 X 3 1 X 4 2 X 4 2 X 6 VERTICAL 19-1/8 MULL SPAN STD. STD. STD. STD. STD. WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. WIDTH (W) MULL SPAN STD. STD. STD. STD. STD. � WIDTH (W) 136.2 140_0 140_0 760.0 140.0 26-1/2" _ _37.2 79.7 116.4- 140A 26-1/2" _ _ 20.5 30:0 83.4 PRODUCT PRODUCT 1400 140.0 140.0 140.0 140.0 19-1 8" j.51.5 170.4 140.0 140.0 19-1/8" 28.5 41.6 115.6 m o 26-1 2" ( - __ __ _ __ m 30" I 120.3 140.0 140.0 140.0 140.0 30" I 32.8 70.4 102.8 140.0 30' - - 26.5 73.7 g z m 37" 97.6 140.0 140.0 140.0 140.0 37" - 26.6 57.1 83.4 140.0 37" - - - 21.5 59.8 O o I ._____... - _ 42" 85.9 140.0 140.0 140.0 140.0 42" - 23.6 50.3 73.5 140.0 42" - - - - 51.6 , ®u I 48" 38-3/8" 75.2 760.0 140.0 140.0 140.0 48" 84" - 20.5 44.0 64.3 140.0 48' 132" - - - - 46.1 .- - ._ _ _ _ .__. .44.0_ ._____ _-_._ II-- . _-. 53-1/8" 67.9 739.8 140.0 140.0 140.0 53-1/8" .,.. „-._,--J9.7 58.1 127.2 53-1/8" - - - - 41.6 1-+- W7 W2._- C :30" 60.2 123.8 140.0 140.0 140.0 60" - 35.2 51*4 112.6 60" - - - - 36.8 66" 54.7 112.5 140.0 140.0 140.0 66" - 32.0 46.7 102.4 66" - - - 33.5 INSIDE RECTANGULAR SHAPE C w ARCHES TO BE INSCRIBED m o �d 72" 50.1 103.2 140.0 140.0 140.0 7T - 29.3 42.8 93.8 72" - - - - 30.7 ®w Q d _�_ _ _ ._ _.. ___. __._. __ ____ \ 7 HORIZONTAL MULLION ®�1" 74" 48.8 100.4 140.0 140.0 140.0 74" - - 28.5 41.7 91.3 74" - - - - 29.9 N W O o 19-1/8" 82.2 140.0 140.0 140.0 140.0 19-1/8" - 34.5 74.0 108.1 140.0 19-1/8" - - 21.9 32.0 89.0 V���'GLAZING a J N 26-1/2' 59.3 140.0 140.0 140.0 140.0 26-1/2" - 24.9 53.4 78.0 140.0 26-1/2" - - - 23.1 64.3 Z N m t PRODUCT .___..___.-__ __--_-_ __. _ _.. _ � ! - 30" 52.4_ 140_0 140.0 140.0 140.0 30" _ - 22.0 47.2 68.9 140.0 30' _ - - - _20.4 56.8 0 m a j 37" .42.5 115.3 140.0 140.0 140.0 37" 38.2 55.9 139.6 37" _46.0 42" 37.4 101.6 140.0 140.0 140.0 42" - 33.7 49.2 123.2 42" 7 40.5 -- -- 3 w 48" 50-5/8" 32.8 88.9 140.0 140.0 140.0 48" 96" - 29.5 43.1 107.8 48" 144" - 35 5 _- _.___.. - __.. -. _..... .. ..__ GLAZING GLAZING n . . 53-1/8" 29.6 80.3 129.3 140.0 140.0 53-1/8" - - 26.6 38.9 97.4 53-1/8" - - - - 32.1 PRODUCT PRODUCT 60" 26.2 71.1 114.5 140.0 140.0 60" -_ -_ _ 23.6 34.4_ -86.2 60" - - - - 28.4 [� J Z m 66" 23.8 -64.7 104.1 140.0 140.0 21.4 31.3 78.4 66" -_- - - 25.8 O, �I Jd 72" 21.8 59.3 95.4 139.3 140.0 72" - - - 28.7 71.8 72' - - - - 23.7 l MULLION SPAN J f U o _7_-92. ._ __135_6___140.0 74" - 27.9-_ 27.9._. _.. 69.9 7a" ._-23.0 x 74" 21.2 57. 8 . - - - - - - ��I� a / 1 TYPICAL MULLION ARRANGEMENTS ,.Q zs-1 w LL _._ - zaz /z' Jo.e 46.7 140.0 ao. o zs-1/z" 675 sa.e 4o.D m W7 + 'N2 I Q<T _ _. o iao. 30" 27.2 77.8 140.0 140.0 140.0 30' 33.1 48.4 134.5 2 ! 2 n a _ __ _ _. _... _ m 37" 22.0 63.7 119.6 140.0 140.0 37" - - 26.9 39.2 109.1 r'7 42" _ - 55.6 105.6 140.0 140.0 42" _-----�_- 23.7 34.6 96.1 7 0 J 48" 63" - 48.6 92.4 135.0 140.0 48" 108" - 20.7 30.2 84.1 I Z Z 3 m 3 Z> ! 53-1/8° --_ 43.9 83.5 121.9 140.0 53-1/8" ----- - --27.3 76.0 60" 38.9 73.9 108.0 140.0 .0" - - 24.2___67.3 I Q i, )Ow 66" - _ _35.4_ _67.2_ 9_8.2 140.0_ 66" ___ --- - - ----22.0 61.2 I'Q cow 72" - 32.4 61.6 -90.0 140.0 72" - - 20.2 56.1 CUA 74" - 31.5 60.0 87.5 140.0 74" - - - - 54.5 19-1/e" 26.1 74.6 740.0 140.0 140.0 19-1/8" - - 37.9 55.3 140.0 26-1/2" - 53.8 115.4 140.0 140.0 26-1/2" - 27.3_ 39.9 111.0 30" - 47.5 101.9 140.0 140.0 30° - ---_- -24.1 -35.3 98.1 37" -- -- 38.5 82.6 120.7 140.0 37" - - 28.6 79.5 _ o 42" - 33.9 72.8 106.4 140.0 42" - - 25.2 70.1 48" 74-1/4" - 29.7 63.7 9J.1 140.0 48" 120" - - - 22.0 61.3 y� 53-1/8" - 26.8 57.6 84.1 140.0 53-1/8" - - -- - 55.4 v 60" _ 23.8 51.0 74.4 140.0 60" - - - - 49.0 66" - 27.6 46.3 67.7 131.0 44.6 rri 72." - - 42.5 62.0 120.1 _ 74" - - 41.3 60.4 116.9 74" - - - - 39.8 0 1 X 2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE 2 X 4 STD. TUBE 2 X 6 STD. TUBE 'm a 7Ix IN-_4 Sz M"3 IY IN'4 SX IN'J Ix IN"4 STIN'3' Ix IN"4 SX IN'J Iz IN'•4 Sx IN"7 of _332_F__332 I 950_ 633_ 2.037 1.019 2.976 1.488 8.276 2.758 1 ---i ' 1111111111//7 ,n ( �- 1 � AH NOTE: ��:••acENs�••.. �; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED v VERTICALLY OR HORIZONTALLY. = No.70592 (INTERPOLATION BETWEEN WIDTHS ALLOWED) IO 0 9 POP !(y�� drawing no. MULLIONS M 15-07 FL #1842 RIAS � 1�\ sheet 2 of 6 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS, ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE D, WIDTH (W) MULL SPAN A2 A4 AA2 I AA4 AA.6,2 AAA41 B2 B4 WIDTH (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 I B2 H4 WIDTH (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 B2 1 B4 ------ --•'j; 19 1/8" 140.0 140.0 97.3 ! 140.0 140.0 140.0 140.0 140.0 19 1/8" 72.4 140.0 44.5 88.9 114.0 140.0 1140.0 140.0 19 1/8" 46.1 92.2 28.3 56.6 72.6 140.0 89.2 140.0 w zi 26 7/2° 114.4 140.0 _70-2_1_1_40.0 140.0 140.0 140.0 140.0 26 1/2" 52.3 104.5 32.1 64.2 82.3 140.0 701.2 140.0 26 1/2• 33.3 66.5 20.4 40.8 52.4 105.7 64.4 128.8 Z 30" 101.1 140.0 62.0 124.1 140.0 140.0 140.0 140.0 30" 46.2 92.3 28.3 56.7 72.7 140.0 89.4 140.0 30" 29.4 58.8 - 36.1 46.3 92.5 56.9 113.7 37" 81.9 140.0 50.3 100.6 129.0 140.0 140.0 140.0 37" 37.4 74.9 23.0 46.0 58.9 117.9 72.5 140.0 37" 23.8 47.6 - 29.2 37.5 75.0 46.1 92.2 c 42" 72.2 140.0 44.3 88.6 173.6 140.0 139.7 140.0 42" 33.0 66.0 20.2 401 51.9 103.8 63.8 127.7 42" 21.0 42.0 - 25.8 33.0 56.1 ^..6 81.2 '4 -_-. 48" 38 3/8" -fi3.2 126.3 38.8 77.6 99.4 140.0 122.3 140.0 48" 84" .28.9 57.7 - 35.4 45.4 90.9 55.9 i 111.7 4B" 132" - 36.7 - 22.5 28.9 57.8 35.5 71.1 54" 57.1 114.1 35.0 70.1 89.8 140.0 110.5 140.0 54" 26.1 52.1 - 32.0 41.0 82.1 50.5)100.9 54" - 33.2 - 20.4 26.1 52.2 32.1 64.2 ®U C _- h 60" 50.5 I0I.1 31.0 62.0 79.6 740.0 97.8 140.0 60" 23.1 46.2 28.3 ;56.3 72.7 44.7 I 89.4 60" - 29.4 - - 23.1 46.3 28.4 56.9 66" 45.9 91.9 28.2 56.4 72.3 140.0 BB.9 140.0 66" 21.0 42 0 - 25.8 33.0 66.1 40.6 B1.2 66" - 26.7 - - 21 0 42.0 25.9 51.7 0 w M o __. _ ..� _. _ - _ __ _ 72" 42.1 84.2 25.9 51.7 66.3 132.6 81.5 140.0 72" - 38.5 - 23.6 30.3 60.6 37 2 74.5 72" - 24.5 - - 36.5 23.7 47.4 ©d Q Q 74" 41.0 81.9 25.2 50.3 64.5 129.0 79.3 140.0 74" -- 37.4 __- 23.0 29.5 58.9 36.2 72.5 74" --- 23.8 - - 37.5 23.1 46.1 19 1/8" 120.2 140.0 73.8 140.0 140.0 140.0 140.0 140.0 19 1/8" 63.4 126.7 38.9 77.8 99.8 140.0 122.7 140.0 19 1/8" 42.2 84.5` 25.9 57.9 66.5 133.0 81.8 140.0 w�LL 26 1/2° 86.7 140.0 53.2 106.5 136.5 140.0 140.0 140.0 26 1/2" 45.7 91.5 28.1 56.2 72.0 140.0 88.5 140.0 26 1/2" 30.5 61.0 37.4 48.0 96.0 59.0 118.0 6S 2 1O 30" 76.6 140.0 47.0 94.1 120.6 140.0 140.0 140.0 30" 40.4 80.8 24.8 49.6 63.6 127.2 78.2 140.0 30" 26.9 53.9 - 33.1 42.4 84.8 52.1 104.3 Z M< w 37" 62.1 124.2 38.1 76.3 97.8 140.0 120.2 140.0 37" 32.8 65.5 20.1 40.2 51.6 103.1 63.4 126.8 37" 21.8 43:7 - 26.8 34,4 68.8 42.3 84.5 42" _54.7 109.4 33.6 67.2 85.1 140.0 105.9 140.0 42" 28.9 57.7 35.4 45.4 90.9 55.9 111.7 42" - 38.5 - 23.6 30.3 60.6 J7.2 74.5 -- - _..__ 48" 50 5/8" 47.9 95.8 29.4 58.8__t 75.4 140.0 92.7 140.0 48" 96" 25.3 50.5 - 31.0 39.8 79.5 48.9 97.8 48" 141 - 33.7 - 20.7 26.5 53.0 32.6 65.2 n t 54° T38 26.6 53.1 68.1 136.2 83.7 140.0 54" 22.8 45.6 - 28.0 35.9 77.8 44.2 88.3 54" - 30.4 - - 23.9 47.9 29.4 58.9 I:J 60" 23.5 47.0 60.3 120.6 74.1 140.0 60" 20.2 40.4 248 31.863.6 39.1 78.2 60" - 26.9 - - 21.2 424 26.1 52.166° 21.4 42.8 54.8 109.6 67.4134.8 66" 3fi.722.5 28.9 57.8 35.5 71.1 66" 24 5 - - - 385 23.7 47.472" 39.2 50.3 100.5 61.8 123.6 72" - 33 7 - 20.7 26.5 53.0 32 6 65.2 7222 4 - - - J5.3 21.774" - 38.1 48.9 97.8 60.1 120.2 74" - 32.8 - 20.1 25.8 51.6 31.7 63.4 74" - I 21.8 - - - 34.4 21.1 42.3 7 O x �i10 4I 19 1/8° 96.6 140.0 59.3 118.6 140.0 140.0 140.0 140.0 19 I/8" 56.3 112.7 34.6 69.2 88.7 740.0 109.0 140.0 I -.__. __ - __. -__...- W 26 1/2" 69.7 139.4 42.8 85.6 109.7 140.0 134.9 140.0 26 1/2" 40.7 81.3 25.0 49.9 64.0 128.0 78.7 140.0 ? ¢Q 30" 61.6 123.1 37.8 75.6 96.9 140.0 t 119.2 140.0 30" 35.9 71 A 22.0 44.1 56.5 113.1 69.5 139.0 37" 49.9 99.8 30.E 67.3 78.6 140.0 I 96.6 140.0 37" 29.1 58.2 - 35.7 45.8 91.7 56.4 112.7 M 42" 44.0 87.9 27.0 54.0 69.2 138.4 85.1 140.0 42" 25.7 51.3 - 31.5 40.4 80.8 49.7 99.3 ANCHORS ARCHES TO BE INSCRIBED j O t` r 48" 63" 38.5 77.0 23.6 47.2 60.6 121.1 74.5 140.0 48" 108" 22.4 44.9 - 27.6 35.3 70.7 43.4 86.9 SEE SHEETS 4 THRU 6 �INSIOE RECTANGULAR SHAPE Z Z L� m FEE CHAROR TS 54° 34.8 69.5 21.3 42.7 54.7 109.5 67.3 134.6 54" 20.3 40.6 - 24.9 37.9 63.8 39.3 78.5 S FOR CAPACItt UWON Z 60" 30.8 61.6 - 37.8 .48.5 96.9 59.6 119.2 60" - 35.9 - 22.0 28.3 56.5 34.8 59.5 \ 3:: HORIZONTAL 66" 28.0 56.0 - 34.4 44.1 88.1 54.2 108.3 66" - 32.6 - 20.0 25.7 51.4 31.6 63.2 �� M Q Q a0� r 72" 25.7 - 51.3 -_--- 31.5 40.4 80.8 49.7 99.3 72" - 29.9 - - 23.6 47.1 29.0 57.9 VERTICAL a PROOUCi I �. it �!_ , MUWON Z j -- 74" 25.0 49.9 - 30.6 39.3 78.6 48.3 96.6 74" ^- 29.1 - 22.9 45.8 28.2 56.4 19 1/8" 81.9 140.0 50.3 100.6 129.0 1 140.0 140.0 140.0 19 1/8" 50.7 101.4 31.1 62.2 79.8 140.0 98.1 140.0 of a `ANCHO GLAZING GLAZING rn HDR 26 1/2° 59.1 118.3 36.3 72.6 93.1 140.0 114.5 140.0 26 1/2" 36.6 73.2 22.5 44.9 57.6 115.2 70.8 140.0 PRODUCT PRODUCT 30" 52.2 104.5 32.1 64.1 82.2 140.0 101.1 140.0 30" 32.3 64.6 - 39.7 50.9 101.8 62.6 125.1 GLAZING GLAZING 37" 42.4 84.7 26.0 52.0 66.7 133.3 82.0 140.0 37" 26.2 52.4 - 32.2 41.3 1 B2.5 50.7 101.4 v PRODUCT PRODUCT o 42" 37.3 74.6 22.9 45.8 58.7 117.5 72.2 740.0 42° 23.1 46.2 - 28.3 36.3 72.7 44.7 89.4 1 48" 74 1/4" 32.6 65.3 20.0 40.1 51.4 102.8 63.2 126.4 48" 120" 20.2 40.4 - 24.8 31.8 63.6 39.1 78.2 u 54" 29.5 59.0 - 36.2 1 46.4 92.9 57.1 1 114.2 54" - 36.5 - 22.4 28.7 57.5 35.3 70.7 MULLION SPAN I y 60" 26.1 52.2 - 32.1 41.1 82.2 50.6 101.1 60" - 32.3 - - 25.4 50.9 31.3 62.6 [10 W2 66" 23.7 47.5 - 29.1 37.4 74.8 46.0 91.9 66" - 29.4 - - 23.1 46.3 28.4 56.9 7z" ii.e a3s [IB..5.7 34.3 68s 42.1 saa 7z" - 26.9 - - 21.z az.a 2s.1 sz.1 TYPICAL MULLION ARRANGEMENTS o 0 74° 21.2 42.4 - 33.3 60.7 1 41.0 82.0 1 74" - 26.2 - - 20.6 WIDTH (W) _ W7 + W2 � c %0Nnuuly� �n NOTE: AIN '•. �� �. VOENSF'•. 'moi I i I ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER I I� LOCATIONS AT HEAD, SILL OR JAMB ENDS. r No.70592 m FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. - 1 INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) � RpC Q 5.':-OF 6(0�� drawing no. ANCHORSM15-07 FL #18 27sheet 3 of 6 1/4"DIA TA-CONS BY'ITW' 1/4"DIA.TAPCONS BY 'ITW' 1-1/2"MIN.WOOD PENETRATIONS 1/4"DIA.TAPCONS BY'ITW' 1-1/2"MIN. WOOD PENETRATION 777\\\ 1" MIN. 2 PER CUP (1 ON EACH WING/ 1-1/2"MIN. WOOD PENETRATION-\ 4 PER CLIP (2 ON EACH WINGy \ 1/q' DIA. TAPCONS BY TION j 1 PER ANGLEE \ 1-1/2"MIN.W000 PENETRATION 7, Z a EDGE DIST.� - r \, 1" MIN, 1" MIN. / 2 PER ANGL�' 1 _ EDGE / \7 �7 c 7 DIST. IL MIN h d - _ - _ _ O o TYP _.- ✓ � _ _— �w w I \ II I \� II II I I \ N i I X _ I.L 11 ,' I 1. (I 11 a II it: 1 N 9 \ Ir�T \I� ig pyo ce \�---�I I II � I I I I ` ��Il \ I A 2BY WOOD BUCK �l �� U u f 2BY WOOD BUCK\ If ,� II II 0 C q H ORS I i I L2 X 2% 1/5" I` - OR__' 1` �I u u 1_2 x 2% t/5" n STRUCTURE WOODFLOATING CUP-/ ! 2 In 1-3/4^O.C. MMIC / I ALUM ANGLE i `----------- i OODOATING CLRP - 24PER7 ANGLE ALUM ANGLE m ? ; 2 PER ANGLE 1 I to>o I I I 1-3/4"O.C. MIN.J <_ J .�. FOR 3"TUBE 2-3/4"O.C. MIN. FOR ALL OTHER TUBES - mol N J 1 Z J m LI In J D: I 0 1/4"DIA.TAPCONS BY'ITW' 1/4°DIA.TAPCONS BY'ITW' 1/4"DIA.TAPCONS BY'ITW' 1/4'D!A. TAPCONS BY'ITW' 1 p ! 1-1/4" MIN. EMBED 1-1/4"MIN. EMBED 1-1/2" MIN. EMBED 1-1/2" MIN.EMBED L,j INTO CONCRETE OR BLOCK�\ INTO CONCRETE OR BLOCK 2-1/4" INTO CONCRETE OR BLOCK�'\ INTO CONCRETE OR BLOCK%� M Z>W 2-1/4" MIN. 2 PER CUP (1 ON EACH WING) 1 1 PER ANGLE, 1 MIN. 4 PER CUP (2 ON EACH WING) \\ 2 PER ANGLE \ Q ac0 EDGE DIST. f \ / \ EDGE GIST. 3^ � MIN: 1 • i��' ° °f� -� I'• I °! I,�.. j MIN. 9j� �'i ..°�II 111 .rj Z Z .. i .�� -_�I �..I `-' I _ /r�'rl �� 17-J 1:0_ � n \ I I II I E I I ;11 �I ! 11. -. III 1II 1BYI l )I1I fSMS u1I uII `2xz /BBY I I Il �JIIII � uI I IuIII zx z 8- --------- WOOD BU NGE WOOD BUCK ALUM ANGLECK ALUM AI I I 2 PER ANGLE #14 SMS 1-3 4"O.C. MIN. 2 ERANGLE 1-3PONMFLOATING CLP FLOATING CUP II II /4. C '1 I I 4 FOR 3"TUBE 2-3/4"O.C. MIN. 'Y1 of FOR ALL OTHER TUBES - ANCHORS TYPE '82' ANCHORS TYPE 'A4' �vl .N W O . C �1 i n No.70592 I . ALL CUPS TO FlT SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEx OR FLAT HEAD. �" 5.".SOF FqF� (drawing no.T ' %, �:FCORIDP.•'� � M 15-07 FL #18427'''10 At� �`` sheet 4 of 6 I /4"DIA TAPCONS BY'RW' 1/4"DIA.TAPCONS BY'ITV' � E`.J �io 1-1/4"MIN. EMBED INTO MASONRY BLOCKS- 1-1/4"MIN. EMBED INTO MASONRY BLOCKS v2 1/4'DIA.TAPCONS BY'ITW' 4 PER CLIP 2 ON EACH WING 7\ 1/4"DIA.TAPCONS BY'IN!' �I21 2 PER CLIP (1 ON EACH WING), 1_1/4"MIN. EMBED INTO MASONRY BLOCKST 2-1/4" ( 1-1/4•MIN. EMBED INTO MASONRY BLOCKS7\ --- --� 2-1/4" MIN. 1 PER ANGLE' hN• �` 2 PER A7' \ -EDGE DIST. EDGE DIST.LI- ��l, MIN. IZJ tNi // - moi i' •I �O OI _ t I ®W p Q I 11. -�� II Ji. ` . IttII � i l ll. • � � II LI. 1 >•' ry• i-'.t- a '-- JI 1.1. I� 1T�-I �, 'Tr.=rE' ? @ �Im I I II II 1 \ --J i1� ID I II �❑ Q n 4 SMS / I I I I 2 X 2 X 1 8^ a>4 SMS � s' ---_----- I �� 2 PER ANGLEJ u I- ALUM 2ANGLE 9" ----------- if 2 PERI ANGLE / I -ALUM ANGLE O N<O ly d 1-3/4"O.C. MIN. I FLOATING CLIP I I I I I I I I I FLOATING CLIP-� I 11-3/4"O.C. MIN. f __i I I FOR 3•'TUBE _ 1____ �_ _ _ 2-3/4"O.C. MIN. I 0 M_Q j FOR ALL OTHER TUBES W r ANCHORS TYPE 'AA2' ANCHORS TYPE 'AA4' �,J J Z m ol J.0 0 O W m m Z¢'(00 ♦ U)- e 3�N 1/4"DIA.TAPCONS BY'ITW' 1/4°DIA.TAPCONS BY'RW' 1-3/4" MIN. EMBED INTO CONCRETE 1-3/4"MIN. EMBED INTO CONCRETE 'Z 1/4" DIA. TAPCONS BY'ITN!' 1 1/4"DIA.TAPCONS BY'ITW' Z 3 2 PER CLIP(1 ON EACH WING 4 PER CLIP (2 ON EACH WINC .. 1-1/4"MIN. EMBED INTO CONCRETE _ 1-1/4°MIN. EMBED INTO CONCRETE Z 2-1/4" MIN, 1 PER ANGLE ° 2 MIN.. \ 2 PER ANGLLEES \ i J I O n EDGE DIST. , / EDGE DIST.( Q 00 wm 1 ° j�l .�11 �• � � •�I� !I� � I� • MIN. !1 I � Oi•I � I�/ �I�I ih ,, . 1 ., . , • �� ;.�• . ! ,;; I; ,•: I � I IPI° �- • <�I I�f •.i ;•- I III ., I i I 14 r •,I ! ' � I I . t V III III 0q•� u U 2 X 2 X 1/8-1 2 X 2 X 1/8" --_-_---- ALUM ANGLE ; N ALUM ANGLE 'I #14 SMS I I I I I ER ANGLE I I I j PER ANGLE P #14 SMS I FLOATING CUP 1-3/4^O.C. MIN. FLOATING 1-3L /4O.CMIN. ; I T I I I I I I I FOR 3"TUBE I I ! 2-3/4"O.C. MIN. p, FOR ALL OTHER TUBES m OI ANCHORS TYPE 'AAA2' ANCHORS TYPE 'AAA4' 0 ``111uunuT��� � st o '•. I n s No.70592 = m o T _- - u m ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ��•' ��' ' S7 OF eye+ drawing no. 't SCORIDI; i I �asa' sip M15-07 FL #18427 �ITI1 I t111` sheet 5 of 6 METAL STRUCTURES #14 SMS OR 1/4"TEKS METAL STRUCTURES #14 SMS OR 1/4"TEKS (STEEL OR ALUM. 1/8" MIN. THICK) /-�-'2 PER CLIP #14 SMS OR 1/4"TEKS I (STEEL OR ALUM. 1/8" MIN. THICK) 4 PER CLIP #14 SMS OR 1/4"TEKS / �(1 ON EACH WING) r�1 PER ANGLE 2 ON EACH WING 2 PER ANGLE STEEL Fy = 36 KSI MIN. ♦ STEEL: Fy = 36 KSI MIN. ) -- -- Z ALUMINUM 6063-T5 MIN. / I ��• ALUMINUM 6063-T5 MIN. / m o 0 T 1 6 II I' I� II it I - �W xx I 11 I I, 4 - ---- �l 11 U1 ,u I-2 x 2 x 18 N l �u v 1 L SII II II II --- I / I �-------------JI I 14 SMS L2 X 2 X 1/6" O m I� VIL I I ALUM ANGLE I 2 PER ANGLE I ALUk ANGLE �'¢U,m o 1-3/4"O.C. MIN. ® L Q C .oi I I i / i i -I FOR 3"TUBE-/ i ®� I I FLOATING CLIP R14 SMS / I FLOATING CLIP 0 m I I J I I 1 2-3/4"O.C. MIN. I 1 p N 1 2 PER ANGLE I -2 I I I I I i FOR ALL OTHER TUBES I I w 3 L I I. _ 1_ 1-3/4.O.C. MIN. i_� _ _.—_.._Ir __.__1 ._ i Q w 3 SCREWS PER ANGLE dy z N m i �1 z - Q weir r J ANCHORS TYPE 'B2' ANCHORS TYPE '84' m �I ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS. J _j j TAPCONS MAY BE HEX OR FLAT HEAD. j Z!J m -- - ----- #14 SMS 0 1-1/2"O.C. MIN. J:D_ n I 2 PER CHANNEL(1X2& 1X3 TUBES) ,0 3 PER CHANNEL(1X4&2X4 TUBES)\ .-TUBE MULLION •p 4 PER CHANNEL(2X6 TUBE) m Q¢� -___-.____________ j I Z C) °°I I lid z6 n 1/8"THICK ALUM CHANNEL L Q d C C] F LENGTH TO FIT SNUG)I I Q w INTO MULLION -TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION I ��-- OF CLIP ANGLE I I CAULK JOINT AFTER ASSEMBLY I I #14 SMS 0 1-1/2"O.C. MIN. j n 2 PER CLIP(1X2 & 1X3 TUBES) I 3 PER CUP(1X4& 2X4 TUBES)^ ACCESS HOLE I 4 PER CLIP (2X6 TUBE) I I o : THIS SCREW CAN BE1* IF THISCLIP FH SMS i I I I 11111 11 11 7 �0 INSTALLED IN EITHER ! I 2 I I I 1"O.C.MIN. Ad�777yii DIRECTION i I i I `� �� •••••.;�!✓nq�A�� I n i I 1 ^r I I 1 I o f -L �._ n I 1-3/4•X 2'X 1/8" (FOR 26Y TUBE) 2 1• N0.70592 3/4•X 2"X 1/8" FOR(113Y TUBE)-/ ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE -� � f Q••• S'..':.e OF (yam drawing no. ANCHOR DETAIL #1 '.¢S',�®!�toRioP�Q�` M15-07 METAL TO.METAL CONNECTION FL #18427 ®�1 AL 11`� heet 6 of 6 e