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WS-15-828 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-232129 Permit Number: WS-4-15-828 Inspection Date: July 06, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: CHRISTINA PARALTA, GARY GREEN Work Classification: Window/Door Replacement Job Address:245 NE 93 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060133660 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING EXISTING 4 WINDOWS WITH IMPACT Infractio Passed Comments WINDOW SIZE IS 74 WIDTH 37 3/8 INSPECTOR COMMENTS True Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 July 06, 2015 Page 1 of 1 Miami Shores Village W TY q: dW Shu ' 10050 N.E.2nd Avenue NE 11 P4ca Ctor , �l Miami Shores, FL 3313&0000 a t+, A �yyF1wwW h4ery—moo` Phone: (305)795-2204 c �'CORLDQ' Expiration: I V0912015 tssl#fQ:;l�at8x 5l'l312�1"� p Project Address Parcel Number Applicant 245 NE 93 Street 1132060133660 GARY GREEN CHRISTINA PARA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell GARY GREEN CHRISTINA PARALTA 245 NE 93 Street MIAMI SHORES FL 33138-2826 Contractor(s) Phone Cell Phone Valuation: $ 3,200.00 HOME OWNER Total Sq Feet: 00 Type of Work:REPLACING EXISTING 4 WINDOWS WITH I Available Inspections: No of Openings:4 Inspection Type: Additional Info: Window Door Attachment Classification: Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-4-15-55145 DBPR Fee $2.10 05/13/2015 Credit Card $ 112.60 $ 50.00 DCA Fee $2.10 Education Surcharge $0.80 04/10/2015 Check#:470 $50.00 $0.00 Permit Fee $140.00 Scanning Fee $12.00 Technology Fee $3.20 Total: $162.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELE R1CAL, PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF IDAV certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction zo i ' m I authorize the above-named contractor to do the work stated. May 13, 2015 Authori d i wner / Applicant / Contractor / Agent Date Building De rtment Copy May 13, 2015 1 �. Miami Shores Village Building Department APR 10 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 D BUILDING Master Permit Nows F :BUILDING MIT APPLICATION Sub Permit No. ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:��' 7 /V& "( L a' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO p Y �M Occuanc Type:e: � Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Ca�q C-1 I—el V Phone#: 7g[D— d��D Address: �. C) TU City: IN' �0At-S State: Zip: / 7r Tenant/Lessee Name: Phone#: Email:_)V,)Al Gst -c _Azc 40u •,-�I CONTRACTOR:Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: d alue of Work for this Permit:$ dd — Square/Linear Footage of Work: Type of Work: ❑ 7tion ❑ Alteration ❑ New EXepair/Replace ❑ Demolition DescriiptionnofWork: Fi�L—I�GI/tea �-lCi' �'�^ �Qf �/V d �'�'i f� Y Specify color of color thru tile: (f�� Submittal Fee$ Permit Fee$ ►V• CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ i 1-2--�-"� (Revised02/24/2014) all 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 a approved a a inspectionfee will be charged. Signature imm Signature O NER or A NT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ID day of � 20/ C by day of 20 by ZL �_.x • who is personally known to who is personally known to me or who has produced 6_ as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: bl',c ev,630 c aap �4� 03n �mmissicr, Seal. '; b «pv�PSo�;��f�°�a Seal: �00 APPROVED BY ll Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) • OR Miami Shores Village U, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: AIN DATE: �f ADDRESS: ��"S /�.i� . 3 ��. / �3 c 1. r/, 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 new form states 75,000).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. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. n �, Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial C3 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial aim 7 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial' 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 0,1fA C7 r + 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. .1 Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www,myforidalicense.com/dbpr/pro/cilb/index.html Initial ill 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 2J t�_ k)�Z. 'I r, 4 '7 Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial a/44 C1 T Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this /C) day of A , 20 � By�� who was personally known to me or who has Pro ced ere Lice s or6fOQ ?n L)?46d as identification. OW � tate of F rida R" Vn no.zr; ,p con"to Feli�inne (,Orr,!,iso on FF 682753 Pyr�tfs¢tid" rhes 01!1212018 Chapter 16 - Structural Design Page 2 of 4 1603.1 General. 1603.1 General. i Top Previous Section Next Section To view the next subsection please select the Next Section option. SECTION 1603 CONSTRUCTION DOCUMENTS 1603.1 General. Construction documents shall show the size, section and relative locations of structural members with floor levels, column centers and offsets dimensioned. The design loads and other information pertinent to the structural design required by Sections 1603.1.1 through 1603.1.9 shall be indicated on the construction documents. Exception: Construction documents for buildings constructed in accordance with the conventional light frame construction provisions of Section 2308 shall indicate the following structural design information: 1. Floor and roof live loads. 2. Reserved. 3. Ultimate design wind speed, VuIt, (3-second gust), miles per hour (mph) (km/hr) and nominal design wind speed, Vasd, as determined in accordance with Section 1609.3.1 and wind exposure. 4. Reserved. 5. Flood design data, if located in flood hazard areas established in Section 1612.3. 6. Design load-bearing values of soils. 1603.1.1 Floor live load. The uniformly distributed, concentrated and impact floor live load used in the design shall be indicated for floor areas. Use of live load reduction in accordance with Section 1607.9 shall be indicated for each type of live load used in the design. 1603.1.2 Roof live load. The roof live load used in the design shall be indicated for roof areas (Section 1607.11). 1603.1.3 Roof snow load. Reserved. 1603.1.4 Wind design data. The following information related to wind loads shall be shown, regardless of whether wind loads govern the design of the lateral-force-resisting system of the building: http://publicecodes.cyberregs.com/st/fl/stib200v 10/st_fl_st_b200v 10_16_sec003.htm?bu=F... 4/9/2015 Chapter 16 - Structural Design Page 3 of 4 1. Ultimate design wind speed Vult, (3-second gust), miles per hour (km/hr) and nominal design wind speed, Vasa, as determined in accordance with Section 1.609.3.1. 2. Risk Category from Table 1604.5 or Table 1.5-1 of ASCE 7. 3. Wind exposure. Where more than one wind exposure is utilized, the wind exposure and applicable wind direction shall be indicated. 4. The applicable enclosure classifications and, if designing with ASCE 7, internal pressure coefficient. 5. Components and cladding. The design wind pressures in terms of psf(kN/m2) to be used for the selection of exterior component and cladding materials not specifically designed by the registered design professional. 1603.1.5 Earthquake design data. Reserved. 1603.1.6 Geotechnical information. The design load-bearing values of soils shall be shown on the construction documents. 1603.1.7 Flood design data. For buildings located in whole or in part in flood hazard areas as established in Section. 1612.3, the documentation pertaining to design, if required in Section 1612.5, shall be included and the following information, referenced to the datum on the community's Flood Insurance Rate Map (FIRM), shall be shown, regardless of whether flood loads govern the design of the building: 1. In flood hazard areas not subject to high-velocity wave action, the elevation of the proposed lowest floor, including the basement. 2. In flood hazard areas not subject to high-velocity wave action, the elevation to which any nonresidential building will be dry floodproofed. 3. In flood hazard areas subject to high-velocity wave action, the proposed elevation of the bottom of the lowest horizontal structural member of the lowest floor, including the basement. 1603.1.8 Special loads. Special loads that are applicable to the design of the building, structure or portions thereof shall be indicated along with the specified section of this code that addresses the special loading condition. 1603.1.9 Systems and components requiring special inspections for seismic resistance. Reserved. Top Previous Section Next Section To view the next subsection please select the Next Section option. http://publicecodes.cyberregs.com/st/fl/st/b200vl0/st fl st b200v10 16 sec003.htm?bu=F... 4/9/2015 Chapter 16 - Structural Design Page 4 of 4 COPYRIGHT 2007 by INTERNATIONAL CODE COUNCIL http://publicecodes.cyberregs.com/st/fl/st/b200vlO/st fl_st_b200v10_16_sec003.htm?bu=F... 4/9/2015 t2 EEAJ S �J E 93 Shv''�� 44.H � Gonveie eep B'high - ►L , —V in ee• O w t N cm Greta e Grana r. •-F... GATE _ ►y 4.S Ckf Q Greta POOL G® tr.u.raa srq m a GA 4' 20.40• b CG fn n � {q � U }-Story. Car. f 248 N 93rd ST CWL Crean Miorni Shaea RL 33'W8 zzeo �(/1�01A/ L) m •. Q - ^ E s}3c ED Cc) J LLi 0W Greta ? �! a Gran �s D - n O n - 1 Gres a' EXIST. SITE PLAN <— 9 3 gid. S EXIST. M IAM 1-DADE DIIANII-DADS COUNTY r M4 .181 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wtivw.m1amldade.Rov/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-740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets I 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 MIAMI•DADE COUNTY f410,- Expiration Date: April 11,2018 Approval Date: April 11,2013 Page 1 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 08/08/12, 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 10/05/12,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. 11-0624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont ButaciteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co., Inc. for their"DuPont SentiyGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 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. ManuelerezzM. Product Control Expmit r NOA No. 12-".09 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 5116'LAMINATED 7/16•LAMINATEO GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK GLASS STACK CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING o9o•DUporrrs0v VARIES, RATED FOR LARGE&SMALL IIS-AtMEALED .090'DUPONT 3116•ANNEALED OR SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE GLASS BUTACITE PVB HEAT-STRENGTHENED _3116'ANNEALED OR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE GLASS HEAT-STRENGTHENED 16'ANNLED OR REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH ExTEwoR I 1ANNFALEO EXTERIOR O-- GLASS VELOCITY HURRICANE ZONE(HVHZ). 3T WIDTH a R a 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'W THE HVHZ,THE 25.476•MAX.O.C.IF WIDTH IS 11116•GLASS BITE 11116'GLASS BITE OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.476"(HEAD&SILL 35 4'MAX. - 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE B,SEE SHEET 2 _ COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR60 EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 32 50 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. — — r ----------- —� 17-tn GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X I INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED MAX. 718*NOM 716•NOM. DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR A A,SEE O.C. GLASS STACK �IL�, !I 5116'LAMINATED GLASS STACK _ 7116-LAMINATED GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY l \ \ SHEET 2 ` I (•"� GLASS STACK I I� GLASS STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION i L I tle•ANNEALEOGLA55 IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3/16•-STR N THEN 6'MAX. 7116'AIRSPA �,DUPONf 1/<'AIRSPACE HEATSTRENOTMENEO GLASS 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING I \ O.C. 1/6'ANNEALED OR SUTACITE PV6 3/16'ANN ur -1.090.DUPONT SGP OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON I TEMPERED GLA55 I \ 1/8'ANNEALEO 3116'ANNFALED OR TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF 69" / USE ANCHOR 38 GLASS HEATSTRENGTHENED GLASS THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE I PAIR AT EACH EXTERIOR T EXTERIOR SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATIONI T SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE LIGHT Ct JAMB IF a HEIGHT I HEIGHT IS 11/16'GLASS BITE 11116'GLASS BITE INSTRUCTIONS. 37 (DLO) j 26"OR OVER 37 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS / / 3 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING j / 76" APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED HEIGHT 31 32 50 31 50 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / 7)DESIGN PRESSURES: I / GLASS TYPES 4&5 GLASS TYPES 6&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, 716•NOM. FRAME ANALYSIS AND GLASS PER ASTM El 300. GLASS STACK 7n6'LAMINATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU I GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. I j WWANNEALED OR 1=4 itz I 1/4-AIRSPACE EATSTRENGTHENEO GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 11 13/16'TEMPEREO .090•DUPONT SGP WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE ___ f--_ GLASS 3116'ANNEALEDOR 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 4 B 14-1/2'MAX.O.C.IF WIDTH IS 38 ---HEAT-STRENGTHENEDPRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF q•MAX. J 33476"&OVER(HEAD&SILL) - GLASS . ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER EXTERIOR DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE Gj BUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) 37 11116"GLASS BITE 9)REFERENCES:TEST REPORTS FTL-7065,3579,3560,3724;ELCO ULTRACON TYP.ELEVATION OF 3 NOA;ELCO CRETEFLEX NOA;ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND --- ADMALUMINUMDESIGNMANUAL. CASEMENT WINDOW 31 32 50 2 4PProved as templylug»ith the Florida 61(IhCode TABLE 1: GLASS TYPES 8&9 D:IIt --A L l u l l l NOAH-1 Glass Types Sheet# LYNN df7��,, Revised By: Dots: Revision: M)amt 1)dITFTOdIc/ 1 5116"Lamf(1/8 An-.090'PVB-1/8 An) 5 GENERAL NOTES.............................1 Q��,.•' L%CENS�, •.-F,P�� By�`.1.([:�^ " '- 2 7/16"Laml(3116 An-.090"SGP-3/16 An) 6 ELEVATION ...................................1 Revised By: Dote: Rcvision: 3 7/16'Laml(3/16 HS-.090"SGP-3116 HS) 7 GLAZING DETAILS...........................1 *; No.58705 ••• 4 718'Lamf.IG(118"An-7/16•Air-118"An-.090•PVB-1/8"An) 5 INSTALLATION.................................2 _ : = Drown By: ASSEMBLY TUBE DETAILS.............35 7/8"Lam(.IG(1/8' An-1"Air-118"6" n-.0 PVB-1!8"An)16" 8 ANCHOR SPECIFICATIONS............4 SON. r3 GLAZING DETAILS J ROSOWSKI 6 7!8"Laml.IG(3116'An-1/4"Air•3Ii6'An-.090"SGP-3116"An) 9 ANCHOR QUANTITIES.....................47 718"Larri.IG(3/16•An-1/4"Air-3/16•HS-.090"SGP-3/16"HS) 7 DESIGN PRESSURES......................5-9 <(/� 1070 TECHNOLOGY DRIVE THe: Date: 8 7/8"Lami.IG(3/16'T-1/4'Air-3/16'An-.090"SGP-3/16"An) 9 ASSEMBLY DETAILS/BOM..............10 i��s G N. VENICE. FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 9 718"Laml.IG(3116"T-114•Air-3116"HS-.090"SGP-3116'HS) 7 ''�,S�pNA1_L��`�` P.O. BOX 1529 Senie�Alodel: Scale: Sheet: browing No. Rev: NOKOMIS, FI 34274 A.LYNN MILLER,P.E. CERT. OF AU1H. #29296 CA-740 NTS 1 OF 10 MD-CA740-LM P.E.tl 5870.5 INSTALLATION INSTALLATION OPTION 1 EDGE INSTALLATION OPTION 4 DISTANCE EDGE DISTANCE OPTION 2 INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. CONCRETEICMU INSTALLATION ANCHORS DIRECTLY INTO METAL. PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 EMBEOMENT REQUIREMENT - BUCK WIDTH TABLE 3,SHEET 4 ATTACHED TO 82 TYP.ANCHOR •_ .r__ 114"MAX 15 18 FRAME SILL 10 11 TYPE, SHIM ATTACHED TO --- EMBEDMENT VENT SILL 89 13 p12 STEEL AND EDGE SELF-DRILLING 6 1 DISTANCE PER 4 8 32 33 80 12 SMS,SEE TABLE SUBSTRATE, 20 --- 3,SHEET 4. 22 23 4 SEE TABLE 3, O + ZI SHEET 4. O } 3 __ 60 DADE APPROVED EDGE 18 84 MULLION,ALUMINUM, 35-37 O 8 DISTANCE 38 39 1 rj STEEL FRAMING OR r y STEEL STUD. ATTACHED TO I O+ 13 J— 1 82 82 ATTACHED TO VENT SILL 35-37 81 FRAME JAMB L EMBEDMENT 24 VISIBLE LIGHT WIDTH(DLO) 3 83 70 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR EXTERIOR ATTACHED TO SEE TABLE 4,SHEET 4. n VENT JAMB OPTIONAL ADDON ----- WINDOW WIDTH 12 FLANGE @ HEAD, v SILL&JAMBS HORIZONTAL SECTION A-A WINDOW 81 11 SEE DETAIL EGRESS FORMULAS: Al,BELOW __ WIDTH,WASH HINGE:WINDOW WIDTH-13-112 HEIGHT JAMS NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1M VISIBLE 14 10 WARE 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. 1 / COMBINATION UNITS, HEIGHT FOLLOW EMBEDMENT AND EDGE / J___ / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: ,I (DLO) BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10'MAX _ ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 HEIGHT OPTION SHOWN MAY BE USED ON ANY /� / INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. / / WINDOW FRAMES AT 10'MAX. ATTACHED 2)ALL WOOD BUCKS LESS THAN 1-1M' \ FROM EACH SIDE OF THE FRAME TO FRAME THICK ARE TO BE CONSIDERED 1- / ASSEMBLY TUBE CENTERLINE. ATTACHED TO © JAMB INSTALLATIONS.1X WOOD BUCKS ARE SEE TABLE BELOW: FRAME ach JAMS[ Q 89 OPTIONAL.UNIT MAY BE INSTALLED .____ -- DIRECTLY TO SUBSTRATE.WOOD BUCKS --.-� 4►— 10'MAX. I id.of thel Anchors smn"ed on(FAT) DEPICTED AS 2X ARE 1-112"THICK OR L-►-SEE DETAIL A2,BELOW Side of the Fame Assembly Tube(PATI ATTACHED TO GREATER.1X AND 2X BUCKS(WHEN USED) t- VAndo`v Anchor Type VENT JAMB SHALL BE DESIGNED TO PROPERLY LL VMth A B,C&D TRANSFER LOADS TO THE STRUCTURE. I 17'•22.9' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION IL05DET 23'•25.8'IS THE RESPONSIBILITY OF THE ENGINEER > 26.4 11OR ARCHITECT OF RECORD.MAXIMUMh!tt w17 SHIM THICKNESS TO BE 114". t &D20 15 16 -�82 DETAIL AIL Al A2 Approved n1 m'I,1yin&with it, 21 Florid Codt 8 8040111111" Uate ^+ 1 I 19 84 1X WOOD •••N 7 — y, Honk Revised B Dole: Revision: BUCKSTRIP, \�\\ ONY LYNN A17 r�i� M111srn1 Dede Flwluelgl THIS SHEET. P LSEE NOTE 2. iGENSF '•,F.Q i Revised By: Dote: Redsion: U 114"MAX SHIM NO.58705 Description: Drown By: " ° 'u y �= CROSS SECTIONS&INSTALLATION J ROSOWSKI EMBEDMENT CONCRETE 3(�y� PER ANCHOR _ �•. STATTTE �� 1070 TECHNOLOGY DRIVE rite: Dote: REQUIREMENT �` •.F<ORIDI�,•'• \� N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08�08/12 • a SS's••..'. �G� P.O. Box 1529 INSTALLATION OPTION 3 OVAL Eh` NOKOMIS, FL 34274 Series/Model: Scot.: Sheet: Dro 17 No. Rev: INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B 1X BUCKSTRIP INTO MASONRY. rA/LYNN#58705,P.E. CERT. OF AUTH. )p29296 CA-740 NTS 2 OF 10 MD-CA740-LM P.E.M li8705 CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) 9ptIN\'td RG fO111 t11J"ICg wIUt IAN �-.-- it 10",SEE NOTE 7,THIS SHEET Florida uldl.19 'o .� Dula FIGURE 1: -- FIGURE 2: 740 SEKOAM1 j RIES/� h laml D de[roctuNsow(m! AWNING C C / /WINDOW WINDOW V-- D FRAME L HEIGHT 1 �� TUBE LY FRAME ASSEMBLY TUBE NOTES: \ \ / 10',SEE NOTE 7, J D THIS SHEET 1)DIMENSIONS SHOWN ARE 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH—CASEMENT—� INDIVIDUAL WINDOW.FOR SIZES NOTIIWINDOW SHOWN,ROUND UP TO THE NEXT W IDDTH / AVAILABLE WIDTH OR HEIGHT 740 740 / �E DIMENSION SHOWN ON THE TABLES. U) i U SERIES FRAME SERIES o m I CASEMENT ASSEMBLY CASEMENT --- FRAME 2)ANY 740-SERIES PRODUCT :a ---- WINDOW TUBE WINDOW ASSEMBLY -� (CASEMENT,AWNING OR FlXED o 1 .-E TUBE - CASEMENT)MAY BE ATTACHED TO J THE FRAME ASSEMBLY TUBE.FOR r / \740 SERIES ALL WINDOWS,USE THE WINDOWS C14 9 � r fIXEO WINDOW% NOA FOR ANCHORAGE,SIZE AND - W J W DESIGN PRESSURE LIMITATIONS. 00 o Q O / \ 'SEE PRODUCT'S NOA FOR 3)ALL WINDOWS IN THE $ o 00 W L J y M 740 SERIES INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO = CASEMENT EXTERIOR Q INDIVIDUALLY COMPLY WITH THE > e WINDOW n / / RESPECTIVE NDA. THEIR J >0 Z V \ / 4)FRAME ASSEMBLY TUBE TO BE 00 Z 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SNOW IN _ AWNING CASEMENT W > FOR SINGLE UNITS: WINDOW, WINDOW DETAILS,WITH MIN.E T X S SHEET W � O METAL SCREWS.USE THE SAME (>n 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1'SMS SPACING AND QUANTITY AS THE > Q LZLJ •q AND GLASS THROUGH FRAME OPPOSITE FRAME MEMBER. O W g _r INSTALLATION HOLES - >. FRAME ASSEMBLY m 0 o Lu v Q 5)THE 2)KNOWING YOUR ANCHOR TYPE ASSEMBLY Y 0 TUBE NOT EXCEED 82S N LENGTH(AS Y TUBE USED A .y ¢ () AND SUBSTRATE,DETERMINE YOUR ANCHOR GROUP FROM TUBE MIN.#12 X IN A 83'FLANGED WINDOW)OR BE a oP "') o LL. V rn TABLE 3,SHEET 4. _ MIN.#12 X 1. S USED IN TEE OR CROSS 1"SMS 740 SERIES THROUGH CONFIGURATIONS. 3)FROM SHEETS 5-9,FIND THE THROUGH CASEMENT INSTALLATION SHEET FOR YOUR GLASS TYPE. INSTALLATION 8)THE FRAME ASSEMBLY TUBE IS WINDOW HOLES or r` FIND THE PRODUCTS DESIGN _ -___. HOLES NOT REQUIRED TO BE CLIPPED TO a rn N 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR PRESSURE FROM THE TABLE FRAME CASEMENT EXTERIOR CASEMENT JOINTS TO BE SEALED BY INSTALLER. i LABELED'DESIGN PRESSURE ASSEMBLY 740 SERIES z ui o 4 15 WINDOW WINDOW PS FOR SINGLE WINDOWS,ALL TUBE u m vi a f Fl FIXED 7 FOR ALL COMBINATION UNITS, ANCHOR GROUPS'. EXTERIOR EXTERIOR ) v z g 0 CASEMENT ADDITIONAL INSTALLATION ANCHORS �w o 0 0 4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C a a WINDOW ROUGH THEY NEED TO BWINDOW FERAMES AT ^a Z a w TIP-TO-TIP.FOR SIZES NOTv 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 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. Additional Anchors Required on each ��\\NY LYNN TABLES. Side of the Frame Assembly Tube(FAT) `� 5)USING THE TABLE LABELED 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anchor Typo ,•' L\CENSE 'Q r- � Q-; 'WINDOWANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSE)FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE' OR'DESIGN u Width A 8,C 8 D *: • (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSE)FOR WINDOWS ATTACHED TO AHORIZONTAL FRAME ASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS _� 17'-22.8' 0 0 _ No.58705 THE NUMBER OF ANCHORS 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. -23'-25.9r 0 1 _ p pie .: NEEDED IN THE HEAD,SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 29't 1 1 j `� JAMBS OF YOUR WINDOW. - 3t(yl :13 w < Window Ancha Type �� ST TE OF (L/� 4)USING THE TABLE LABELED'WINDOW ANCHORS REQUIRED-(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF u. Height q B,C&D YOUR WINDOW 6)INSTALL AS PER THE . � .j 40RIOP.' Z INSTRUCTIONS ON SHEET 2. t 1T-22'9' 0 0 CCS �� 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 23'-2..9' 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). �'LTPryE L 05,p.E. TABLE 2: _ _ TABLE 4: Window Anchors Required Jamb Snubber Locations Wind-Width(n) Flo'ld ed Ideompf)•lag w1141tw Glass Type: Florida aids:Oalp ) under 23' 25-15116' 27-3l4' PVB SGP Da1c l AnchorGroup Anehor Group Anchor Group AnchorGroup AnchorGroup AncMr Group Anclar Group NON eProduet i A 8 C&D A B C&D A B C80 A 6 C&O A 8 C&O A B C&D A B C&O (TYPes1,4&5) (Types 2,3&69) Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12'max.hom 'L' under 23' 63"and None each end&30' 7 - - ' Heed/Sid 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 less Required 2515116• Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 max O.C. Head/Sid 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 12*max.from 12'max.6'om z "I". Jamb d 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 over 63' each end&30' each end 830' Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 1 max O.C. I max O.C. 48" Jamb 4 4 4 4 8 4 4 6 4 4 6 4 4 8 4 4 6 4 6 6 4 J - Head/Sid 2 1 2 2 2 2 1 2 2 2 2 2 3 2 1 3 3 2 3 3 3 3 4 1 3 O �8, Jamb 4 6 4 4 6 4 4 6 4 4 6 4 8 6 4 6 6 4 6 6 4 r HeadlSid 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 1)USE THIS TABLE FOR (n i Q Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 8 8 4 6 8 4 Z U 60• ALL WINDOWS PER THE c u r Heedl3al 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SAMPLE CONFIGURATIONS: � ELEVATIONS ON SHEET 1. �- Jamb 6 6 6 6 8 6 6 8 6 6 8 6 6 8 6 6 8 6 6 8 6 DIMENSIONS SHOWN ARE Head/Sig 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. !1M r\ ` M" Jamb 6 8 6 6 8 6 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 1.1 �Xl, r O Heed/aid 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT i!X\\ t � LL Jamb 6 8 6 8 8 6 8 10 6 8 10 6 8 10 6 6 10 6 8 10 8 SHOWN.ROUND UP TO \ O Q O 7g• THE NEXT AVAILABLE .- Fieadl31ll 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 X\ o ;;co Z WIDTH OR HEIGHT �" Jamb 8 8 8 8 10 6 8 10 6 8 10 6 8 10 6 DIMENSION SHOWN ON E�01 Q 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. Cy ii f X\ 0 Q 0 y Z TABLE 3: _ Min. Min. Anchor /X,'\ 0 X\ x �X\ n. >Z Min. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7116'ANNEALED SGP LAMI.GLASS, Y > Group Anchor Substrate Edge O.C. Plate Embedment 114•MASONRY ANCHORS INTO CONCRETE,+70/-80 PSF DP REQUIRED,NO ANCHOR PLATE Z Distance Distance Required? _- _ - � Z O 1/40 steel Ullracon Hollow Block 1' 6" 1AW No W S.Pine 518" 1" 1-318" No CASEMENT ANCHORS: Q A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. r A 014,steel SMS(GS) 8083.75 Alum. 318" StB' 0.050 No QO 0 �QO 0 m �� °_ (J.I �Q or#14,470 SS SMS A36 Steel 318" 516' 0.050 No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED p� P��y P�� E o o q Z < c U A653 Stud,Gr.33 3M" SW .035^,20 Ga. No AND DOES NOT REQUIRE THE ANCHOR PLATE. F �,0 f �9 0` Q S.Pine 5/8" 1• 1J/8" No P S 0� P S 0E o a n=U rn B 012,steel SMS(G5) 6063-T5 Alum. 3/8" 5/8' .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. or#12,410 SS SMS A36 Steel 3J8" 518" .050' No - A853 Stud,Gr.33 318' 5/8" .035',20 Ga. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® ix a rn N 2.85k Concrete 2-1/2" 4' I_Y8" No 1/4'steel Ultracon 2.85k Concrete 1' 4' i-314" No E DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10" 10' Hollow Bock 2-112' S" 1-114' F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4' z'j f C S.Phe 518^ 1" 1'18" Yes 4' 4 �- —14• z m y a SIDE OF THE AWNING(HEAD&SILL). — #12,steel SMS(GS) 6083-T5 Alum. 318' SIB' 1118" Yes ___ — �'w 4 0 0 or#12,410 SS SMS A36 Steel 3/8" 518' .050" Yes A653 Stud,Gr.33 318" 518' .045",18 Ga. Yes r 1.4i Z w S.Pine 5!8" 1" 1-3/8" Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): #14,steel SMS(G5) 6083-T5 Alum. 318" 518" 1116" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+70l-83.1. or#14,410 SS SMS A36 Steel 3/8" 518" .050" _ Yes 10.8' / \\ /1j A653 Stud,Gr.33 318" 518' .045",18 Ga. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 13.25' ��\\N�LYNN 41, 2.85k Concrete 1" 4" 1'!q• Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. �� `�O•"••• •••'•<< 1/4"steel Ullracon 2.85k Concrete 2-112^ 4' 1'18^ Yes �"`,• \GENSF •.FAQ O Hollow Block 2-4/2" 5" 1-114^ Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. Filled Block 2-112" 4' =1-3/4' yes _ No.58705 114^410 SS 3.35k Concrete 1" 5" D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL.GeleFlex Hollow Block 2-i/2" 5' E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 31173.5k Concrete 1.1/4" Y 1t ,v •• TEOFHollow Block 3-1/8" 5" F PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE q• TATE OPFilled Block 2-1/2" 5" SIDE OF THE FIXED CASEMENT(HEAD&SILL). '�C�S �� \p'• �a�•• NOTES: - �I.f— 25• p'-4- 2o- �i,;s/17NX.�. 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48' A LYNN MILLER,P.E. 2)ANCHORS MAY BE HEXHEAO,PANHEAD OR FLATHEAD. P.E.068705 FOR GLASS TYPES: TABLE 5: Design Pressure(piq br Single Windows,AN Anchor Groups 1)5/16"LAMI(1/8 AN-.090'PVB-1/8 AN) %ppvvved as complying with the 4)7/8"LAMI-IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) pl tede lalafn�C,e t Window Width Iy.0A8 under 23' 2515/16' 27-314' 30' 33112' 35' 37' hti el10 de ModuNto under 23' +701-90 +70/90 +701.90 +701-90 +701.90 +701-90 +701-90 BYE ;•�%'� 2615116' +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 -701-90 38-318' +701-90 +701-90 +701-90 +701-90 +701-90 +70/90 +701-90 WINDOW L� 48" +701-90 -70/-90 +701-90 +701-90 +701-90 +701-90 +70/-91 HEIGHT 50-518- -701-90 +70/•90 +701-90 +70/90 +701-90 +701-90 +70/-89.2 -1 p 60' +701-90 +701-90 +701-90 +70/-88.5 +701.80.6 +701-77.7 +701-74.3 63' +70/90 +70/-90 +701-90 +7D1-84.3 +701-78.5 +701-73.7 +701-70.1 WINDOW J 72' +701-90 +70/-87.2 +701-77.7 +601-71.5 -60/-62.4 +801-60.9 .,-59.3 O 76' +701-90 +70/-84.8 +701.75.7 +/.67.3 +1-58.9 41-57.2 +/-55.6 SEE SHEETS 1&4 FOR jJ 84• +701-90 +701-80.4 +701-71.3 +60182.1 +/-54.2 WINDOW ANCHOR z V LOCATIONS AND QUANTITIES. m r r O TABLE 6: Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube O (� Q UL M Window Width '6 0 W W i sn under 23' 25-15116" 27314" 30' 33a 112" 35" 37' o° o°O 0 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group fn A B C D A B C&D B A•C&D B A,C&O A B I C&D 8 FA,C&D B A,C&D LlJ O aF- under 23" +701-90 -701-90 +70'-90 +701-90 -701-90 -701-90 +701-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 -701-90 +701-90 rn Z 25-15116" +707-90 +701-90 +70f-90 +701-90 +701-90 +70'-90 +701.90 +701.90 +71Y-90 +701-90 -701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 +701-90 g-, 383/8" +701.90 +701-71.6 +79.90 +701-90 +701-61 +701-90 +701-90 +701-90 +70'•90 -701-90 +701-90 +701-90 +701-90 +701-9D -701-90 +701-90 +70'-90 +701-90 W 41" +701-73.1 +1-57.3 +70'-90 +701-90 +1-64.8 +70'-90 +70/-90 +701-90 +701-90 +701-878 +701.90 -701-90 +701-78.6 +701-90 +701-90 +701-90 +701-88.9 +701.90 505/8" +/.69.3 -154.3 +701-90 +701-90 +/-61.4 +7(Y-90 +701.90 +701-90 +79-90 +701-83.2 +70/-90 +701.90 +701-74.6 +701-90 +701-89.2 +701-90 +70/•84.3 +701-89.2 (L ZLIJ O 60" +1.58.5 63" +L55.7 +1-48 +701.847 +70/•90 +1-5.8 +70-81.2 +701-90 7'•88.5 +701-80.3 +19 +70180.6 +701-75.2 +701- .7 +0-71.2 +70-74.3 109 -8O 7017+7 -90 + -723 +7 -90 79 *74.3 +10/-76.5 -599 a0-765 0U L1.43.6 +70/87 +707-895 +1-49.3 +701-77.3 o Q m 0 W U) "U FRAMEc o Q ` ASSEMBLY o` 0 U rn 10"MAX. ---i ASSEMBLY _ TABLE 7: Design Pressure(ps1)br Windows Attached to a Horizontal Frame Assembly Tube ® o cw n m WINDOW y n N e m HEIGHT B Window Width ol I under 23' 2575/16' 27-3/4' 30' 33112' 35' 3P MEiGHW -ASSEMBLY �w o4 Anchor Anchor Anchor Anchor Anchor TUBE I ADDITIONAL w m a Anchor Group Anchor Group Anchor Group I WINDOW II z og Group Group Getup Group WIDTH ANCHOR a o 0 AN All All All B A.C&D A B C&D A 8 C&D 10'MAX. (4),IF REO. o L z w under 23' +701.90 +70180 +701-90 +701.90 +701.82.1 +701.90 +701-90 +701-78.5 +70/•90 +701-90 +701-74.3 +701-90 AODIT,DNAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 2615/16' +70/90 +70180 +70190 -701-90 +70/-90 +70190 +701-88.8 +70/90 +707-90 +70/$4 +701-90 +701-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 1t 111 1 I I II/"./// 3 FOR ANY ADDITIONAL ANCHORS 38-318' +70190 +70180 +701-90 -70140 -701-90 -701-90 -701-90 +701-90 -701-90 +701-90 +70/90 +701-90 (4),IF RED. REQUIRED FOR THE FRAME ASSEMBLY .......... 48* 9/((��i�, 48' +701-90 +70190 +701-90 +70190 1 +701-90 +701-90 +70190 +701-90 +701-90 +701-90 +701-90 -701-90 TUBE. WINDOW i 505/8' +701-90 +701-90 +701-90 1 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70/-89.2 +70/•89.2 -701-89.2 WIDTH 60' +701-90 +70180 +70/-90 +70188.5 +701-80.6 -70180.6 +70/-77.7 +701-77.7 +701-77.7 +701-74.3 -701-74.3 +701-74.3 *' N..58705 SEE SHEETS 1&4 FOR WINDOW ANCHOR - 63' +701-90 +70180 +701.90 +70184.3 *701-76.5 +701-78.5 +701-737 *7Q'-73.7 +701-73.7 +701.70.1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET 72' +70190 +701-87.2 +701-77.7 -701-71.5 +60182.4 +60/82.4 +60/80.9 +60180.9 +60180.9 +1-59.3 -/59.3 +1-59.3 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY 3 i� 4,- 76' +70190 +70/84.6 +701-75.7 a187.3 +1-58.9 -/58.9 +/-57.2 +/-57.2 +/-57.2 +l-55.8 '� STATEOF - 44,-Z' 84' +70/90 +70/80.4 +701-71.3 -60182.1 +154.2 +184.2 TUBE. 'O�•'•.,F<ORIOP;.. NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.Ee 58705 FOR GLASS TYPES: TABLE 8: 4p111-4 an cmeptyiug e4th the Design Pressure(psl)for Single Windows,All Anchor Groups 2)7/16"LAMI(3/16 AN-.0901,SGP-3/16 AN) ',/Ida''-MIaICod 2pt3 - -I--- Window Width - A I umler 23" 26-16/18' 273/4' 30' 33-112' 35" 37' MI 1 U de PmduetC under 23" +901-130 1 +901-130 +901-130 +901-130 +901-130 +9d-130 +901-130 Uy � WINDOW 25.15116" +901430 +90/-130 +901-130 +901-130 +901-130 1901-130 +80%130 HEIGHT 38318' +901-130 +90%130 +901.130 +901.130 +901-130 +901.130 +901.130 48" +901.130 +901-130 +901-130 +9WA30 +90/-130 +901.130 +90/-130 = 505/8" +90/"130 +90/430 +901"130 +901-130 +90I-130 +901-130 +90/-130 WINDOW iX $ 60" +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 WIDTH 63" +906130 +901-130 +901-130 1 +901.130 +901-130 +901.130 +90%129.8 SEE SHEETS 1&4 FOR J WINDOW ANCHOR 72" +90/•130 «90/-130 +901-130 +90/"130 +901-129.1 +90/-122.5 *90%113.8 6� LOCATIONS AND QUANTITIES. 76" +g01-130 +901-130 +90l-130 +901-130 +901-124.1 +901-116.7 +901-107.8 d S4' +901-130 +90/•130 +901-130 +901-130 +901-116.4 } Z U �- rn r (� rc Z o` TABLE 9: Cq fQ� r Design Pressure(pep for Windows Attached to a Vertical Frame Assembly Tube O (D _j ILL Q O m 311 Window Wirth -(D W L I 19 under 23" 25-15/16" 27-314" 30" 37' 35" 37" o c, O. Q ` Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (n 3: W A 8 C D A B C&D 8 AC&0 A B CSD A B C&D 8 1 A,C&0 A B C&D LU O «F- under 23" +701-9D +701-90 +701-90 +701-90 +701-90 -70!-90 +701.90 +701-90 +70'-90 -701-90 +70'-90 +701-90 -70'-90 +7000 +701-90 +701.90 +70/-90 +701-90 +701-90 +701-90 W Q H Z >± 25-15116" +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +70/-90 +71X-90 +701-90 +70f-90 +701-90 +70'-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 1 (n Z ga, 38-3.18" +70/-90 +70'"71.6 +701-90 +701-90 +701-81 +701-90 +701-90 +701-90 +7d-90 +70/.90 +7d-90 +701.90 +70'-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701.90 +701-90 1 L(1 g48" +701-731 +/-57.3 +701-90 +701-90 +684.8 +701-90 +701-90 +701-90 +7d-90 1701-90 +701-87,0 +701-90 +70-90 +701-90 +7L1-90 +701-90 +701-90 +701-90 +70'-88.9 +701-90 Q. _ 50-518" +1-69.3 +1-54.3 +701.90 +701-90 +1-61.4 +701-90 +701-90 +701-90 +7(Y-90 +70/90 +701.83.2 +701-90 +70'-90 +701-90 +70'-90 +701-89.2 «701-90 +70/-90 +70-84.3 +70/-90 n. Z CD 80" 0-45.8 +701.4.7 +70/-90 +151.8 +7d-81.2 +70/-90 x701-75.9 +7w.90 +701-89.6 +701-70.2 +701.90 +70180.3 +701-78.8 +70/-90 +701-75.2 +701-90 +701-90 +70'-71.2 +70/-90 O Z LLJo 63" 455.7 +/-43.8 «701"807 +74.89.5 +149.3 +7d-77.3 +70/-90 +70'-72.3 +70'-90 +701-85.3 0-68.9 1701-90 +7W-76.5 +JOJ-74.9 +70'-90 +701-71.8 +70/-90 +70188.5 +1.7.8 +701-90 d. fr7 .`o_ Q w (wi> �U FRAME TABLE 10: 10-MAX -� f-... ASSEMBLY I TUBE Design Pressure(psl)for Windows Attached to a Horizontal Frame Assembly Tube {T m m ® N ��OIN N F] WINDOW n n x Window Wirth WINDOW FRAME HEIGHT oLL under 23" 2615116' 27-314' 30' 33-112' 35" 3T' HEIGHT ASSEMBLY o x Anchor Anchor Anchor Anchor Anchor Anchor TUBE U m N Q Group Group Group Group Group Group Anchor Group Anchor Group Ji Ji I WINDOW ADDITIONAL w;a Y o All All All AN 8 C&D A 0 C&D A B C&0 10' �-I WIDTH A, (4),IF REQ, n• zo w under 23" +70'-90 +701-90 +701-90 +701-90 +701.21 -7d-90 +701-90 +701-78.5 +701.90 -70/-90 +701-74.3 +70'-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25.15116" +70'-90 +701-90 -70/-90 +70/-90 +701-90 +701-90 +70188.8 +701-90 +701-90 -701-84 q 70'-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET III I (1),IF REQ. 1 I 3831$' 170'-90 ♦701-90 +701-90 +701-90 +701-90 +7W-90 +7d-90 +701-90 +701-90 +701-90 701-90 3 FOR ANY ADDITIONAL ANCHORS ��\ .( LYN/y /// REQUIRED FOR THE FRAME ASSEMBLY a 48" +70'-90 +701-90 +701-90 +701-90 +701-90 +70'-90 +79-90 +701-90 +701-90 +701-90 +70'-90 w9loow �`Z`,•• << i WIDTH TUBE. \GEN$F'••-cC,P I 50-518" +7d-90 +701-90 +701-90 +701-90 +701.90 +70'-90 +7d-90 +701-90 +701-90 +701-90 +70'-90 Q' '- 30 60" +70'-90 +701-90 +701-90 +701.90 +701.90 -7(1.90 +701-90 +701-90 +70I-90 +70/"90 +70'-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR F LOCATIONS AND QUANTITIES.SEE SHEET _ No.58705 _ 63" +70'-90 -701-90 *701-90 +70190 +701-90 170'-90 +70'•90 +701-90 +701-90 +701-90 17x-90 3 FOR ANY ADDITIONAL ANCHORS = 72" +7D'-90 +701-90 +701-90 «701-90 +701.90 +711.90 +70'-90 +701-90 +701-90 +%O/-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY ='O ��g(3 � 76" +70'-90 +701-90 +701-90 +701-90 +701-90 +71Y +70'-90 +701.90 -701-90 +701-90 +711.90 TUBE. %•�1 ��fff"' 11/ Q STATE OF 41 84" +70'-90 +701-90 +701-90 +701.90 +701-90 +7(Y-90 -'..F<ORIDI`.•'•G\�� S NOTES: ZQNAX-I"`\0\`\ 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a ss705 FOR GLASS TYPES: TABLE 11: Design Pressure(psQ for Single Windows,All Anchor Groups 3)7/16"LAM[(3/16 HS-.090-SGP-3/16 HS) Approved a1 comptylaii with the Florida guiding Cole Window width 7)7/8"LAMI-IG:(3/16"AN-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) Dale_ 1 ) user 23' 2s15116' 27-3W 30' 33-1/2' 35' 37' 9)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) NOAH_ MUml�Z� d under 23' +901-130 *90-130 +901-130 +901.130 +901.130 +901-130 +90-130 By�2515118' +90-130 +90-130 +901-130 +901-130 +901-130 +DD/-130 +90.130 38.318' +90-130 +901.130 +901.130 +901-130 +901-130 +901-130 +901.130 WINDOW �/ 48' +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 HEIGHT > 50-5/0' +901-130 +901430 +90/-130 +901.130 +901-130 +901-130 +901-130I Q:60' +901.130 +901-130 +901.130 +901-130 +g0-130 +90/-130 +901-130 L 63' +90/•130 +90/-130 +901.130 +901-130 +901-130 +901-130 +9W-130 _�WINDOW 72' +901-130 +90-130 +90-130 +901-130 +901-130 +90!-130 +901.130 WIDTH O 901 r 76' +901-130 +901-130 + -130 +901-130 +9030 /-1 +80/-130 +90/-130 SEE SHEETS 1 8 4 FOR W 84• +90-130 +901-130 +901-130 +901-130 1 +90/-130 f WINDOW ANCHOR LOCATIONS AND QUANTITIES- (n Z() o o(S 0 o TABLE 12: 04 � O Design Pressure(psQ(a Windows Attached to a Vertical From Assembly Tube pD (.9 J L• C:) Q . O m Window Wirth o a0 W LU under23" 2&15116" 27-314" 30" 33-112" 35" 37' o 0 C) D. O N Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (n > A 0 C D A 8 C&D B A,C&0 A B C8D A B CSD B A,C&D A B C&D W O aF- under 23" +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70-90 +701-90 +70-90 +701-90 +70'•90 +701-90 +70-9D +701.90 +701-90 +701-90 4701-90 +701-90 B Z r 25-15116" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70-90 +70/-90 +701-90 +701-90 +70'-90 +701-90 +70'-90 +70/-90 +701-90 +701-90 +70/•90 +701-90 38-318" +701-90 +701-71.6 +701-90 +701-90 +701-81 +701-90 +70190 +701.90 +70-90 +701-90 +701.90 +701-90 +70'-90 +701.90 +70-90 +701-90 +701-90 +701.90 *70190 +701-90 W 48" +701-73.1 +157.3 +701-90 +701-90 +1.64.8 +701.90 +701-90 +701-90 +70'90 +701-90 +701-87.8 +701-90 +70-90 +701-90 +70-90 +701-90 +701.90 4701-90 +701-86.9 +701-90 50-518" +1-69.3 +1-54.3 +701-90 +701-90 +/81.4 +701 +7 -90 +701-90 +701-90 +70-90 +701-90 +701-83.2 01-90 +7W-90 +701-90 +70-90 +701-89.2 +701-90 +701-90 +70.84.3 +701-90 0- Z O 60" +158.5 H-45.8 +70$4.7 +701-90 +/51-8 +70-81.2 +701-90 +7U-75.9 +70-90 +701-89.6 +70-70.2 +70-90 +70180.3 «701-78.6 +70-90 +701-75.2 +701-90 +701-90 +701-71.2 +701-90 O z LUP, 9 +7 -9 +701-71.8 701-90 + -90 °63" +155.7 +1-43.6 +70180.7 +70-77.3 +701-90 +7W-72.3 +701-90 +701.85.3 +166.9 +70-90 +70176.5 +70/74W O $Q U X AW FRAME TABLE I3: 10,MAX. ASSEMBLY TUBE N Design Pressure(psQ for Windows Attached to a Horizontal Frame Assembly Tube T- f _ l Window Waith WEIGHT lu' WINDOW FRAME HEIGHT o i Nff 27-314" 30" 33-1/2" 35" 37" HEIGHT ASSEMBLYAnchor Anchor Anchor Anchor TUBEGroup Gmup Group Gmup Gmup AnchorGmcp AnctlorGmup WINDOW� gDNCDI ONAI w -YoWIDTHAll All All 8 A,C 8 D A B C&D A 8 C&0 10• (4),IF REO. o Z 0 it under 23" +70-90 +70-90 +-70-90 +70-90 +70182.1 +70-90 +70-90 +70-78.5 +70-90 +10-90 +701-74.3 +701-90 -F ADDITIONAL SEE SHEETS 1 8 4 FOR WINDOW ANCHOR 25-15116' +70-90 +70-90 +701-90 +70-90 +70-90 +70-90 +70$8.8 +701-90 +701-90 +70-84 +70-90 +70/-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET "W1111111", (4),IF REQ, 3 FOR ANY ADDITIONAL ANCHORS ♦♦ LYNN �i 38-3/8' +70-90 +70-90 +70-90 +7WA0 +70-40 +70-40 +70-90 +70/-90 +70-90 +70-90 *70-90 *70-90 ♦ p1� .1/ .. REQUIRED FOR THE FRAME ASSEMBLY ♦ 0 ••. C 0 48' +701-90 +70-90 +70'90 +70-40 +701-� *70-90 +70-40 *70-90 +T0-90 +701-90 +70-90 +70/-90 I WINDOW TUBE. �N�•'U\GENSF•••(�"Q r 50518" +70-90 +701-90 +70-90 +701-90 +701-90 +70-90 +70-90 +70-90 +70-90 +701-90 +70/-90 +70/-90 'I WIDTH P W +701-90 +701-90 +70-90 +70-90 +701-90 +701-90 +70'-90 +70-90 +70/-90 +701-90 +70-90 +70/-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR *:• NO.58705 LOCATIONS AND QUANTITIES.SEE SHEET = _ 63' +70-90 +701-90 +70-90 +701-90 +701-90 +701-90 1 +701-90 1 +70-90 +70-90 +70/-90 +70/-W +701-90 3 FOR ANY ADDITIONAL ANCHORS �- P.-71 2' +70-90 +701-90 +70-90 +701-90 +70-90 +70-90 +70-90 +70-90 +701-90 +70-90 +701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY -'0 3 I g 13 +701-90 +701-90 +701-90 +70'-90 +70-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +TO/-90 TUBE. % 0 STATE OF+70-90 1 +7(Y-90 x70-90 *70'-90 +701-40 +7(Y-90 i NHres: �'�S,S/ NAL��♦♦ 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.e 58705 TABLE 14: FOR GLASS TYPES: Design Pressure(pst)for Single Windows,All Anchor Groups 5)7/8"LAMI.IG(1/8'T-7/16'AIR-1/8'AN-.090'PVB-1/8"AN) „np,.».,.�nr roa'Ph lea wtltn 1pP Colx t. 5F Window Width under 23' 2515116' 273/4' 30' 33-1/7 -35" 37' 6111 Dade I nxiuel G011TiN� under 23' +701-90 +701.90 +701.90 +701-90 +701.90 -70/-90 +701.90 )O WINDOW 113•,lL�S 2S15I16' +701-90 a70/-90 +701-90 N0/-90 r70V-90 +701.90 *701.90 HEIGHT 36-31W +70150 +70/-90 +701.90 +701-90 +701.90 +701-90 +701.90 5, 48" +701-90 +70150 +701-90 +701-90 +701-90 +701-90 +701.90 1 50518' +701.90 +70/50 +701.90 +701.90 -701-90 +701-90 +701.90 +I WINDOW� r 0 60' +701-90 +701-90 +701-90 +701.90 +701-90 +701.88.6 +701$4.6 WIDTH 63' 1 +701-90 +70150 +701-90 +701-90 +70/-87.2 +701-84 +701-79.9 SEE SHEETS 1&4 FOR J WINDOW ANCHOR r 72' +701-90 x701-90 +70/$8.5 +70/$1.5 +601-70 +801-�.4 +601$7.6 0 LOCATIONS AND QUANTITIES. W 76" +701-90 +701-90 +701-86.3 -701-76.7 +60/$7.2 +601$5.2 +60153.3 84' 1 +70150 +701-90 +701$1.3 -601.70 .601$1.8 U) z rn n TABLE 15: Z n n Design Pressure(ps0 for Windows Attached to a Vertical Frame Assembly Tube C U M Window Width Y �p Q LL0 under 23' 25 30 15/16' 27-314• ' 33-112' 35' 37' E 0D W W `00Anchor Gmup Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group o° o O d Q "1 A B C D A B C&D B A,C&D A 8 C&D A B C&D B A,C&D B A.C&D (n > under 23' +701-90 +701-90 +701-90 +70150 +701-90 -70/•90 +701-90 +70/-90 +701-90 +701.90 +701.90 +701-90 +701-90 +701-90 +70150 +701-90 +70/-90 +70190 +70/50 LUal� > o Y 2515/16' 170/-90 +701.90 *70150 +701-90 +701-90 +70/-90 x70/50 +701.90 +701-90 +70150 170/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +70/-90 0 .n Z 38.318' +701.90 +701-71.6 +70150 *70/•90 +70/A1 +701-90 +70/30 +701-90 +70/50 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70150 +70150 +701.90 +701.90 (0 >Z 48' +701-73.1 +157.3 +70/•90 +701.90 +/64.8 +70/-90 +701-90 +70/•90 +70150 +701-90 +701$7.8 +701-90 +701-90 +701-78.6 +701-90 +701.90 +70/-90 +701$8.9 +701-90 _ > 505/8' +1$9.3 +/-54.3 +701-90 +70/•90 +/61.4 +70/30 +701-90 +70150 +701-90 +701.90 +70/-83.2 +70130 +701.90 +701-74.6 +701-90 +70/$9.2 +70/50 -701$4.3 +70150 Y W j Of 0' +138.5 +145.8 701.847 +11.8 +70/-81.2 +701-W +701-75.9 +70150 +70/$9.6 170/-70.2 +7050 +70/•80.3 +1$2.9 +70/-90 +701.75.2 -70/ 8.6 +701-71.2 +70$4.8 EL Z +/ 57 3. +49 -77.3 +70/-9 +7 -72.3 +70/ 0 +70/ .3 +16.9 +70.90 +701-78.5 +/•5.9 +7/ 7.2 +70/-71.6 -799 LLI63' +701 0 +70/$ 9 .3 O _(� t k U) oC7 W aQ FRAME O o(n U) \0 10-MAX. -+-� ASSEMBLY .y o �,W v Q ,` TUBE S o Q V n TABLE 16: WINDOW >,rn tO Design Pressure(pso for Windows Attached to a Horizontal Frame Assembly Tube HEIGHT ® a N n YMN� WindowWidth under 23' 2515110' 27314' 30' 311/2' 35' 3T WINDOW FRAME n` L' WINDOW Anchor Anchor Anchor Anchor HEIGHT ASSEMBLY ''I WIDTH ANCHOR m N a GroGro Group Group Anchor Group Anchor Group Anchor Group (4),IF REQ. _ -6 W Group P P >aY SEE SHEETS 1 8 4 FOR WINDOW ANCHOR All All All All 8 A,C&D A B C&D A B C&O 10'MAX. 0 LOCATIONS AND QUANTITIES.SEE SHEET o z z rr under 23' +70130 +70130 +70130 170/-90 +701-82.1 -701-90 +701-90 +7W-78.5 +701-90 +70/-gp +701-74.3 +70150 jT 3 FOR ANY ADDITIONAL ANCHORS 25-15/16' +701-90 +701-90 +70/-90 +70/•90 +70%90 +701-90 +701$8.8 +70/•90 +701.90 +701.84 +701.90 +701-90 1 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY `\t 383/8- +701-90 +701-90 +701-90 .70/5o -701-90 .701-90 +701-90 +701-90 +701-90 +701-90 +70150 +701-90 (4).IF REQ. TUBE. ` 48' +701-90 +701-90 +701-90 +70/.90 +701-90 +701-90 +701-90 +70/50 +701-90 +701-90 +70/50 +701-90 ��,•' ,NCENSF .v I WINDOW I _� P:• •t)IC x 50-518' +701-90 +701-90 +701-90 +70150 +70/-90 +701-90 +701-90 +70/-90 -701-90 +701-90 +701-90 +701-90 �'1 WIDTH ! N0.58705 ' ti 60• +70/-90 +701-90 +70/•90 +701-90 +701.90 +701-90 +701$8.8 -701$8.6 +701-88.6 -701$4.6 +701-84.6 +70/-86.6 _SEE SHEETS SHEETS 1&4 FOR WINDOW ANCHOR 63' +701-80 +701.90 N01-90 *701-90 -70/$7.2 +70/$7.2 *70164 +70!$4 +701$0 +701-78.9 +701-79.9 +701-79.9 S LOCATIONS AND QUANTITIES.SEE SHEET 72' +70/-90 +701-90 +701-88.5 +701$1.5 +601-70 -601-70 +601-69.4 +601$9.4 +60/$9.4 +601-67.6 -601$7.8 +601$7.6 3 FOR ANY ADDITIONAL ANCHORS %'0 •• 3 )tY 13 (L= 76" +701-90 +701-90 +701$8.3 +701.76.7 +601-87.2 +601622 +601.65.2 +601$5.2 +60135.2 +60163.3 +60/$3.3 +60133.3 REQUIRED FOR THE FRAME ASSEMBLY � ST TE OF : a 64' +70130 -701-90 +701$1.3 +601-70 +60/61.8 +60/61.8 TUBE. i�.p�'•, FCORIOP•'•G��`� NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN 0 EroRS,P.E. FOR GLASS TYPES: TABLE 17: a Design Pressure(pe0 for Single Windows,A9 Anchor Groups 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SGP-3/16"AN) 4Plnnr<d c,0091plyka:wfib 140 Flnrlda Buldl"p cal, 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-.090"SGP-3/16"AN) Dale t Z Window Wldth MOAM�j -under 23" 25-15118" 27-314"--I-- 30• 33-112• 35' 37' M`I D de Prod-t C9afro1 under 23' +0/-130 +90/-130 +0l-130 +901-130 +01.130 +90/•130 +0/-130 Uy. i 25.15/16' +0/-130 +80/-130 +01-130 +BD1-130 +Of-130 +90/-130 +90/•130 38-3/8' *0/-130 +901.130 +90/-130 +901-130 +OI-130 +90%130 +90/-130 WINDOW 48• +0/-130 +90/•130 +90/•130 +901-130 +90/430 +901-130 +Ol-130 HEIGHT i 50-5/8• +O1-130 +901-130 +901.130 +901-130 +O/-130 +901-130 +0/-130 rc 60• +0/-130 +901-130 +01-130 +901.130 +OI-130 +90%130 +901-130 I II 63" +01-130 +901-130 +90/-130 +901-130 +O/-130 +901-130 +O/-130 WINDOW 72• +0/-130 +901.130 +0!-730 +Ol-130 +O/-130 +90/-124.6 +901-115.7 76" +0l-130 +01-130 +0/-130 +01-130 +01.128.2 +901-118.7 +901-109.6 SEE SHEETS 1&4 FOR WINDOW ANCHOR W I- 84" +90/-130 +901-130 +901-130 +0/-130 +0/-118.4 LOCATIONS AND QUANTITIES. 2 U r, Z o TABLE 18: fV r � O Design Pressure(pso for W indmn Attached to a Vertical Frame Assembly Tube Window Width W H a+ m under 23" 2&15116" 27-314" 30" 33.112" 35' 37" o°O W 0 w tT 2 Q_ Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group fn > A 8 C O A B C&D B A,C&D A B C&D A 8 C&O 8 A,C&O A B C&D W > iu� under 23" +7010 +701-0 +701-90 .701-0 +70/-0 +70/.0 +701-0 +701-0 +701-90 +701-0 +701.90 +701-0 +70!-90 +7010 +70'-90 +701.0 +70140 +70f-0 q0!-0 +7010 $Z Y 25-15116" +701-90 +701-90 +701-0 +701-90 +701-0 +701-0 +701-0 +701-90 +70'-0 +701-0 +70-90 +701.0 +701-90 +701-90 +701-0 +701-90 +701-90 +701-0 +701-90 +701-0 U) Z "}moi 38-318" +701-90 +701-71.6 +701-0 +701-0 +701-61 +701.0 +701-0 +701-90 +70'-0 +701-0 +70'-90 +701-0 +70'-0 +7010 +701-0 +701-0 +701-0 +7010 +701-0 +701-90 _ U) 48" +701-73.1 +1-57.3 +701-0 +701-90 +1-84.8 +701-0 +701-0 +701-0 +70'-0 +701-0 +70/-87.8 +701.0 +701-0 +701.90 +701-0 +701-90 +701.0 +701-0 +70'-88.9 +701-90 Y W $_ 50-518" H$9.3 +1-54.3 +701.0 +701-0 N-81.4 +701-0 +70/-0 +701-0 +701-0 +701-90 +70/-83.2 +701-0 +70'-0 +701-90 +701-0 +70/-89.2 +701-90 +701-0 +70'-84.3 +701-90 j a Z 80" +01- +/-51.8 +7 -81.2 7 «7701670 «77 � _17 or 79 0 O 9.5 +149.3 -77.3 + '- +70-7 +0- 701r '783 +70r 0 0 01 7 +/-87.8 +701-0 m U) 0 LLJ Q 60 &W i "U �Q FRAME 10"MAX �i I-.- AT I TUBE TABLE 19: T N Design Pressure(psQ forWindows Attached to a Horizontal Frame Assembly Tube ® T W NDOW n } HEIGHT Q 4 n n Window Width yyglOpyr FRAME p x _ under 23" 25-15!16' 27-314" 30' 33-112" 35" 37" r.i Q. HEIGHT ASSEMBLY = m N Q Anchor Anchor Anchor Anchor Anchor Anchor TUBE WINDOW ADDITIONAL �r�O a o Group Group Group Group Group Group Anchor Group Anchor Group WIDTH ANCHOR _ o>o-Q0 70"MAX. (4),IF REQ. All All All All 8 A. A B C&D A B C80 az Z SEE SHEETS 1&4 FOR WINDOW ANCHOR c' under 23" +701.90 +70/•90 +701-0 +70190 +70/82.1 +701-0 +70!90 +701-78.5 +701-90 +701-90 +701-74.3 +701.0 ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET 11 I I I ANCHOR / 238.3f88" +701.0 +701.0 +70/0 +7010 +701--0 +7010 +0/900 +70190 +7010 +70/90 +701-0 +701-0 TIONAL ANCHORS (4),IFRED. REQUIRED ORITHEF ME ASSEMBLY �� ON 1lYNN,�T/��/ JE 48" +701-90 +701-90 +701-90 +701-90 +701-0 +701-0 +701-90 +70190 +701-0 +7010 +701-0 +70/0 I WINDOW 1 TUBE. �� `10ENS,c ., 50-516- +701-90 +701-90 +701-90 +701-90 +701-0 +701-0 +701-0 +701-0 +701-0 +70!90 +701-0 +701-90 ~i WIDTH t~ �' ••fc�% No.58705 _ 60' +701-0 +70/-90 +7p1-0 +701-90 +701-0 +70r-0 +701-0 +701-90 +70/•90 +70190 +7010 +70x0 SEE SHEETS 1&4 FOR WINDOW ANCHOR - LOCATIONS AND QUANTITIES.SEE SHEET _ 63" +701-0 +701-90 +701.0 +701.90 +701.0 +7010 +70/90 +70190 1 +701.90 1 +70/-90 1 +701.0 +701-0 3 FOR ANY ADDITIONAL ANCHORS - 72" +701-0 +701-0 +7 +70/•0 701.0 REQUIRED FOR THE FRAME ASSEMBLY 3f7 0 799 20 6" +70/•0 +701-0 70.90 +0-9 +71-0 +0 +701.90 +0-90 +70/-001-0 t3 - TUBE. STATEOF 84" +701.90 +701-90 +70/-90 +7p/-90 +701-0 +701-0 i� NOTES: /%NAL... 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.EJI 58705 TABLE 20: Item Dwg.# Description MaterialASSEMBLY DETAILS 062" 1-124"�- 1 7002 Main Frame Head,Sill&Jamb 6063-T6 Alum. NOM. .434' 2 7071 Anchor Plate 6063-TB Alum. ALL DETAILS SHOWN FROM THE INTERIOR 125• 2.919' 3 7003 Sash Top,Bottom&Side Rail 6003-T6 Alum. .062' 2.701" 4 7008 Frame Corner Key Steel '439 NOM. 5 7009 Sash Corner Key Steel 3 .062" 6 7078 Frame Gasket Vinyl Foam 1.159' 7 7072 ISash Corner Gasket Vinyl Foam 2.784• 2'139' 8 7070 Bulb Weatherstri .187"x.275" Flex PVC 70093• 10 7024 Maxim Multi-Point Lock Steel SASH 1 FRAME HEAD, 3 SASH TOP, 71 FRAME 11 7026 Lock Su port Plate Steel SILL&JAMB BOTTOM&SIDE O ASSEMBLY TUBE 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER 2 I CORNERS #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 13 7013 Tie BarGulde Nylon TABLE 3,SHEE74 1 14 7015 Tie Bar Assembly Steel or SS 1.3W 15 7028 Maxim Dyad Operator,W W<=24" Steel i b —� 42.203' +{ 16 7027 Maxim Dual Arm Operator,W W>24" Steel D -i 040' 7.000' —�.441' 1 17 7030 O eratorBackin Vinyl Foam 7 T j .423' --�-� IS 7031 Operator Backfin Plate Steel J .093' 19 7051 Operator Spacer Block Nylon 3 .095" FIXED •093" 20 7032 Stud Bracket Steel ! ANCHOR PLATE O SCREEN FRAME O ADDON FLANGE 21 7033 0 eratorTrack&Slider Dual Arm Steel 2 #7071,6063-T6 60 #7006,6063-T6 70 #134,6063-T6 22 7023 Egress Hinge(Heavy Duty),Manuf.b Truth Steri 23 7050 Egress Hinge/Washable(1-11)),Manuf.b Truth Steel 5 24 Snubber Anti-blowout Clip Steel 31 Dura Seal Spacer Steel 32 1713 SettingBlock 5/32"x 3/16"x 1-1/4" EPDM 33 1714 SettingBlock S132"x 7/16"x 1-1/4" EPDM 85 .865' 35 7036 Laml Bead B 6083-T8 Alum. 36 7042 Lami Bead C 6063-T6 Alum. 1 37 7059 Lamy Bead D 60lex P Alcan. 35 BEAD B 36 BEAD C 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 D #7036,6063-T6 #7042,6063-T6 50 Dow 899 Silicon8ackbedding INTERIOR 60 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Corner Ke Polypropcene .17T 62 Screen Cloth Fiberglass 6 63 1635 Screen Spline EM.PVC 4 .870' .050' 64 320 Screen SpringStainless Steel 70 134 Add-on Flange 6063-T6 Alum. FRAME .669' 71 7004 Frame Assy Tube 6063-T6 Alum. BEAD D 80 #832x 1/2'Ph.Pn.Mach.ScrTYPE B Stainless Steel CORNERS 37 #7058,6063-T6 Approved.$csZ rich lCe 81 1157 #8x1/2"Ph.Pn.SMS Stainless Steel C86)-- Florida 0.1,11,410.1,11,4141 n Cd, 82 #8x5/8"FI.Ph.SMS Stainless Steel I nme p�� LrF�� ^ 83 #8 x 7/8"FI.Ph.SMS Stainless Steel 7 Revised Dale: NOAH 84 #8x 1"FI.Ph.TEK Stainless Steel ��`ON�.LYNN-!l9/( ��i, q' Revlon: Al..Dodz ner CQplrol 85 #8x1"Quad Pn SMS Stainless Steel \`P� r'•�10ENSF•'•�F� Revised By. Doke Re"rsion: 86 #8 X 1-1/2"Quad Pn SMS Stainless Steel * No.58705 87 #10 x 1/2"Ph.Pn./TEK Stainless Steel Description: mown q: 89 #10-24x9/16"Ph.Pn.TYPE F stainless steel Y `5,{(- •'o:_ ® BOM AND CORNER VIEWS JROSOWSKI 90 #12 x 1"Ph.Pn.TEK Stainless Steel STATE OF :OT' STATE OF �•�� 1070 TECHNOLOGY DRIVE Title: Dofe: \� N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 SS•..•...... P.O. Box 1529 /O1N`A1L NOKOMIS, FL 34274 Senes/Model: Scale: Sheet: Drowing No. Rev: A.LYrtNMILER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 10 OF 10 MD-CA740-LM P.E.#58705 GENERAL BUILDING HEIGHTS AND AREAS 3. Openings in the exterior walls facing the reduced width the provisions of Section 412.6 and is surrounded and adjoined shall have opening protectives with a minimum fire pro- by public ways or yards not less in width than one and one-half tection rating of 3 hours. times the building height. 507.6 Group A-3 buildings of Type II construction.The area 507.10 Group E buildings.The area of a Group E building no of a Group A-3 building no more than one story above grade more than one story above grade plane,of Type lI,IIIA or IV plane, used as a place of religious worship, community hall, construction,shall not be limited when all of the following cri- dance hall, exhibition hall, gymnasium, lecture hall, indoor teria are met: swimming pool or tennis court of Type lI construction, shall 1. Each classroom shall have not less than two means of not be limited when all of the following criteria are met: egress,with one of the means of egress being a direct exit 1. The building shall not have a stage other than a platform. to the outside of the building complying with Section 2. The building shall be equipped throughout with an auto- 1020 or the building is provided with smoke barriers matic sprinkler system in accordance with Section having a minimum 1-hour fire-resistance rating dividing 903.3.1.1. the building into areas not to exceed 30,000 square feet 3. The building shall be surrounded and adjoined by public (2 787 mz)in floor area. ways or yards not less than 60 feet(18 288 mm)in width. 2. The building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 507.7 ('croup A-3 buildings of Types III and IV construe- 3. The building is surrounded and adjoined by public ways tion.The area of a Group A-3 building no more than one story T yards not less than 60 feet d a jos ed b in width. above grade plane,used as a place of religious worship,com- munity hall, dance hall, exhibition hall, gymnasium, lecture 507.11 Motion picture theaters.In buildings of Type II con- hall, indoor swimming pool or tennis court of Type III or IV struction, the area of a motion picture theater located on the construction,shall not be limited when all of the following cri- first story above grade plane shall not be limited when the teria are met: building is provided with an automatic sprinkler system I. The building shall not have a stage other than a platform. throughout in accordance with Section 903.3.1.1 and is sur- rounded and adjoined by public ways or yards not less than 60 2. The building shall be equipped throughout with an auto- feet(l 8 288 mm)in width. uratic sprinkler system in accordance with Section 903.3.1.1. 507.12 Covered mall buildings and anchor stores.The area of covered mall buildings and anchor stores not exceeding 3. The assembly floor shall be located at or within 21 inches three stories in height that comply with Section 402.6 shall not (533 mm) of street or grade level and all exits are pro- be limited. vided with ramps complying with Section 1010.1 to the street or grade level. 4. The building shall be surrounded and adjoined by public SECTION 508 ways or yards not less than 60 feet(18 288 mm)in width. MIXED USE AND OCCUPANCY 507.8 Group H occupancies.Group H-2,H-3 and H-4 occu- 508.1 General.Each portion of a building shall be individually pancies shall be permitted in unlimited area buildings contain- classified in accordance with Section 302.1.Where a building ing Group F and S occupancies, in accordance with Sections contains more than one occupancy group,the building or por- 507.3 and 507.4 and the limitations of this section.The aggre- tion thereof shall comply with the applicable provisions of Sec- gate floor area of the Group H occupancies located at the per- tion 508.2,508.3 or 508.4,or a combination of these sections. imeter of the unlimited area building shall not exceed 10 Exceptions: percent of the area of the building nor the area limitations for the Group H occupancies as specified in Table 503 as modified 1. Occupancies separated in accordance with Section by Section 506.2,based upon the percentage of the perimeter 509. of each Group H floor area that fronts on a street or other unoc- 2. Where required by Table 415.3.2, areas of Group cupied space.The aggregate floor area of Group H occupancies H-1, H-2 and H-3 occupancies shall be located in a not located at the perimeter of the building shall not exceed 25 separate and detached building or structure. percent of the area limitations for the Group H occupancies as 3. Uses within live/work units,complyingwith Section specified in Table 503.Group H occupancies shall be separated from the rest of the unlimited area building and from each other 438,are not considered separate occupancies. , in accordance with Table 508.4. For two-story unlimited area 508.2 Accessory occupancies. Accessory occupancies are buildings,the Group H occupancies shall not be located more those occupancies that are ancillary to the main occupancy of than one story above grade plane unless permitted by the the building or portion thereof. Accessory occupancies shall allowable height in stories and feet as set forth in Table 503 comply with the provisions of Sections 508.2.1 through based on the type of construction of the unlimited area build- 508.2.5.3. ing. 508.2.1 Area limitations. Aggregate accessory occupan- 507.9 Aircraft paint hangar.The area of a Group H-2 aircraft cies shall not occupy more than 10 percent of the building paint hangar no more than one story above grade plane shall area of the story in which they are located and shall not not be limited where such aircraft paint hangar complies with exceed the tabular values in Table 503, without building 5.6 2010 FLORIDA BUILDING CODE-BUILDING GENERAL BUILDING HEIGHTS AND AREAS area increases in accordance with Section 506 for such 508.2.4 Separation of occupancies. No separation is accessory occupancies. required between accessory occupancies and the main 508.2.2 Occupancy classification.Accessory occupancies occupancy. shall be individually classified in accordance with Section Exceptions: 302.1.The requirements of this code shall apply to each por- tion of the building based on the occupancy classification of 1. Group H-2,H-3,H-4 and H-5 occupancies shall be that space. separated from all other occupancies in accor- dance with Section 508.4. 508.2.3 Allowable building area and height. The allow- 2. Incidental accessory occupancies required to be able building area and height of the building shall be based on the allowable building area and height for the main occu- separated or protected by Section 508.2.5. pancy in accordance with Section 503.1.The height of each 3. Group I-1, R-1, R-2 and R-3 dwelling units and accessory occupancy shall not exceed the tabular values in .sleeping units shall be separated from other dwell- Table 503, without increases in accordance with Section ing or sleeping units and from accessory occupan- 504 for such accessory occupancies. The building area of cies contiguous to them in accordance with the the accessory occupancies shall be in accordance with Sec- requirements of Section 420. tion 508.2.1. 508.2.5 Separation of incidental accessory occupancies. The incidental accessory occupancies listed in Table 508.2.5 shall be separated from the remainder of the build- TABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES ROOM OR AREA SEPARATION AND/OR PROTECTION Furnace room where any piece of equipment is over 400,000 Btu per 1 hour or provide automatic fire-extinguishing system hour input Rooms with boilers where the largest piece of equipment is over 15 1 hour or provide automatic fire-extinguishing system psi and 10 horsepower Refrigerant machinery room l hour or provide automatic sprinkler system Hydrogen cutoff rooms,not classified as Group H I hour in Group B,F,M,S and U occupancies;2 hours in Group A, E,I and R occupancies. Incinerator rooms 2 hours and automatic sprinkler system �� Paint shops,not classified as Group H,located in occupancies other 2 hours;or 1 hour and provide automatic bre-extinguishing system than Group F Laboratories and vocational shops,not classified as Group H,located I hour or provide automatic fire-extinguishing system in a Group E or I-2 occupancy Laundry rooms over 100 square feet 1 hour or provide automatic fire-extinguishing system Group I-3 cells equipped with padded surfaces 1 hour Group I-2 waste and linen collection rooms 1 hour Waste and linen collection rooms over 100 square feet I hour or provide automatic fire-extinguishing system Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons,or a lithium-ion capacity of 1,000 1 hour in Group B,F,M,S and U occupancies;2 hours in Group A, pounds used for facility standby power,emergency power or E,I and R occupancies. uninterrupted power supplies Rooms containing fire pumps in nonhigh-rise buildings 2 hours;or I hour and provide automatic sprinkler system throughout the building Rooms containing fire pumps in high-rise buildings 2 hours For SL 1 square foot=0.0929 m-,1 pound per square inch(psi)=6.9 kPa, 1 British theonal unit(Btu)per hour=0.293 watts,1 horsepower=746 watts, 1 gallon=3.785 L. 2010 FLORIDA BUILDING CODE—BUILDING 5,7 GENERAL BUILDING HEIGHTS AND AREAS ing or equipped with an automatic fire-extinguishing sys- construction of the building in accordance with Section tem,or both,in accordance with Table 508.2.5. 503.1. Exception:Incidental accessory occupancies within and 508.3.3 Separation. No separation is required between serving a dwelling unit are not required to comply with nonseparated occupancies. this section. Exceptions: 508.2.5.1 Fire-resistance-rated separation. Where 1. Group H-2,H-3,H-4 and H-5 occupancies shall be Table 508.2.5 specifies a fire-resistance-rated separa- separated from all other occupancies in accor- tion,the incidental accessory occupancies shall be sepa- dance with Section 508.4. rated from the remainder of the building by afire barrier constructed in accordance with Section 707 or ahorizon- 2. Group 1-1, R-1, R-2 and R-3 dwelling units and tal assembly constructed in accordance with Section sleeping units shall be separated from other 712,or both.Construction supporting 1-hour fire-resis- dwelling or sleeping units and from other occupan- tance-rated fire barriers or horizontal assemblies used cies contiguous to them in accordance with the for incidental accessory occupancy separations in build- requirements of Section 439. ings of Type IIB, 1I113 and VB construction are not 508.4 Separated occupancies.Buildings or portions of build- required to be fire-resistance rated unless required by ings that comply with the provisions of this section shall be other sections of this code. considered as separated occupancies. 508.2.5.2 Nonfire-resistance-rated separation and 508.4.1 Occupancy classification.Separated occupancies protection. Where Table 508.2.5 permits an automatic shall be individually classified in accordance with Section fire-extinguishing system without afire barrier,the inci- 302.1. Each separated space shall comply with this code dental accessory occupancies shall be separated from the based on the occupancy classification of that portion of the remainder of the building by construction capable of building. resisting the passage of smoke. The walls shall extend 508.4.2 Allowable building area.In each story,the build- from the top of the foundation or floor assembly below to ing area shall be such that the sum of the ratios of the actual the underside of the ceiling that is a component of a building area of each separated occupancy divided by the fire-resistance-rated floor assembly or roof assembly allowable building area of each separated occupancy shall above or to the underside of the floor or roof sheathing, not exceed 1. deck or slab above. Doors shall be self- or automatic- closing upon detection of smoke in accordance with Sec- 508.4.3 Allowable height.Each separated occupancy shall tion 715.4.8.3.Doors shall not have air transfer openings comply with the building height limitations based on the and shall not be undercut in excess of the clearance per- type of construction of the building in accordance with Sec- mitted in accordance with NFPA 80. Walls surrounding tion 503.1. the incidental accessory occupancy shall not have air Exception: Special provisions permitted by Section transfer openings unless provided with smoke dampers 509. in accordance with Section 711.7. 508.4.4 Separation.Individual occupancies shall be sepa- 508.2.5.3 Protection. Except as specified in Table rated from adjacent occupancies in accordance with Table 508.2.5 for certain incidental accessory occupancies, 508.4. where an automatic fire-extinguishing system or an automatic sprinkler system is provided in accordance 508.4.4.1 Construction. Required separations shall be with Table 508.2.5,only the space occupied by the inci- fire barriers constructed in accordance with Section 707 dental accessory occupancy need be equipped with such or horizontal assemblies constructed in accordance with a system. Section 712,or both, so as to completely separate adja- cent occupancies. 508.3 Nonseparated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies. SECTION 509 508.3.1 Occupancy classification.Nonseparated occupan- SPECIAL PROVISIONS cies shall be individually classified in accordance with Sec- 509.1 General.The provisions in this section shall permit the tion 302.1.The requirements of this code shall apply to each use of special conditions that are exempt from,or modify,the portion of the building based on the occupancy classifica- specific requirements of this chapter regarding the allowable tion of that space except that the most restrictive applicable heights and areas of buildings based on the occupancy classifi- provisions of Section 403 and Chapter 9 shall apply to the cation and type of construction,provided the special condition building or portion thereof in which the nonseparated occu- complies with the provisions specified in this section for such pancies are located. condition and other applicable requirements of this code.The 508.3.2 Allowable building area and height.The allow- provisions of Sections 509.2 through 509.8 are to be consid- able building area and height of the building or portion ered independent and separate from each other. thereof shall be based on the most restrictive allowances for 509.2 Horizontal building separation allowance.A building the occupancy groups under consideration for the type of shall be considered as separate and distinct buildings for the 5.8 2010 FLORIDA BUILDING CODE—BUILDING GENERAL BUILDING HEIGHTS AND AREAS TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES(hours) A°,D,E 1-1,1-3 1-2 R F-2,F-3,S-2 b,U B,F-1,M,S-1 H-1 H-2 H-3,H-4,H-5 OCCUPANCY S NS S NS S I NS S NS S NS S NS S NS S NS S NS A°,D,E N N 1 2 2 NP 1 2 N 1 1 2 NP NP 3 4 2 3- 1-1,1-3 -I-1,I-3 — — N N 2 NP 1 NP 1 2 1 2 NP NP 3 NP 2 NP I-2 — — I — — N N 2 NP 2 NP 2 NP NP NP 3 NP 2 NP I R — — — — — — N N I° 2° 1 2 NP NP 3 NP 2 NP F-2,F-3,S-2b, — — — — — — — — N N 1 2 NP NP 3 4 2 3a U B,F-1,M, — — — — — — — — — — N N NP NP 2 3 1 21 S-1 H-1 — — — — — — — — — — — — N NP NP NP NP NP H-2 — — — — — — — — — — — — — — N NP 1 NP H-3,H-4,H-5 — — — — — — — — — — — — — — — — 1 e,t NP ' S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. NS = Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. N = No separation requirement. NP = Not permitted. a. For Group H-5 occupancies,see Section 903.2.5.2. b. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but to not less than 1 hour. ' c. See Section 406.1.4. d. Commercial kitchens need not be separated from the restaurant seating areas that they serve. e. Separation is not required between occupancies of the same classification. ' f. For H-5 occupancies,see Section 415.8.2.2. purpose of determining area limitations, continuity of fire uses, each with an occupant load of less than 300, or walls,limitation of number of stories and type of construction Group B,M,R or S occupancies. where all of the following conditions are met: 6. The building below the horizontal assembly shall be pro- f. The buildings are separated with a horizontal assembly tected throughout by an approved automatic sprinkler having a minimum 3-hour fire-resistance rating. system in accordance with Section 903.3.1.1, and shall 2. The building below the horizontal assembly is no more be permitted to be any of the following occupancies: than one story above grade plane. 6.1. Group S-2 parking garage used for the parking 3. The building below the horizontal assembly is of Type and storage of private motor vehicles; IA construction. 6.2. Multiple Group A,each with an occupant load of 4. Shaft, stairway, ramp and escalator enclosures through less than 300; the horizontal assembly shall have not less than a 2-hour 6.3. Group B; ,fire-resistance rating with opening protectives in accor- dance with Section 715.4. 6.4. Group M; Exception:Where the enclosure walls below the hor- 6.5. Group R;and izontal assembly have not less than a 3-hour fire-renis- 6.6. Uses incidental to the operation of the building Lance rating with opening protectives in accordance (including entry lobbies, mechanical rooms, with Section 715.4, the enclosure walls extending storage areas and similar uses). above the horizontal assembly shall be permitted to have a 1-hour fire-resistance rating,provided: 7. The maximum building height in feet (mm) shall not 1. The building above the horizontal assembly is exceed the limits set forth in Section 503 for the building not required to be of Type I construction; having the smaller allowable height as measured from the grade plane. 2. The enclosure connects less than four stories; and 509.3 Group S-2 enclosed parking garage with Group S-2 3. The enclosure opening protectives above the open parking garage above.A Group S-2 enclosed parking horizontal assembly have a minimum 1-hour garage with no more than one story above grade plane and located below a Group S-2 open parking garage shall be classi- fied protection rating. fied as a separate and distinct building for the purpose of deter- 5. The building or buildings above the horizontal assembly mining the type of construction where all of the following shall be permitted to have multiple Group A occupancy conditions are met: 2010 FLORIDA BUILDING CODE—BUILDING 5,9 GENERAL BUILDING HEIGHTS AND AREAS 1. The allowable area of the building shall be such that the building above the open parking garage shall not exceed the sum of the ratios of the actual area divided by the allow- limitations in Section 503 for the upper occupancy.The height, able area for each separate occupancy shall not exceed 1. in both feet and stories,of the portion of the building above the 2. The Group S-2 enclosed parking garage is of Type I or II opera parking garage shall be measured from grade plane and construction and is at least equal to the fire-resistance shall include both the open parking garage and the portion of requirements of the Group S-2 open parking garage. the building above the parking garage. I 3. The height and the number of tiers of the Group S-2 open 509.7.1 Fire separation.Fire barriers constructed in accor- parking garage shall be limited as specified in Table dance with Section 707 or horizontal assemblies con- 406.3.5. structed in accordance with Section 712 between the 4. The floor assembly separating the Group S-2 enclosed parking occupancy and the upper occupancy shall corre- parking garage and Group S-2 open parking garage shall spond to the required fire-resistance rating prescribed in be protected as required for the floor assembly of the Table 508.4 for the uses involved.The type of construction Group S-2 enclosed parking garage. Openings between shall apply to each occupancy individually, except that the Group S-2 enclosed parking garage and Group S-2 structural members,including main bracing within the open open parking garage,except exit openings, shall not be parking structure, which is necessary to support the upper required to be protected. occupancy, shall be protected with the more restrictive fire-resistance-rated assemblies of the groups involved as 5. The Group S-2 enclosed parking garage is used exclu- shown in Table 601. Means of egress for the upper occu- sively for the parking or storage of private motor vehi- pancy shall conform to Chapter 10 and shall be separated cles,but shall be permitted to contain an office,waiting from the parking occupancy by fire barriers having at least a room and toilet room having a total area of not more than 2-hour fire-resistance rating as required by Section 706 1,000 square feet (93 in'), and mechanical equipment with self-closing doors complying with Section 715 or hori- rooms incidental to the operation of the building. zontal assemblies having at least a 2-hour fire-resistance 509.4 Parking beneath Group R. Where a maximum one rating as required by Section 712, with self-closing doors story above grade plane Group S-2 parking garage,enclosed or complying with Section 715.Means of egress from the open open,or combination thereof,of Type 1 construction or open of parking garage shall comply with Section 406.3. Type 1V construction,with grade entrance,is provided under a 509.8 Group B or M with Group S-2 open parking garage. building of Group R,the number of stories to be used in deter- Group B or M occupancies located no higher than the first story mining the minimum type of construction shall be measured above grade plane shall be considered as a separate and distinct from the floor above such a parking area.The number of stories building for the purpose of determining the type of construc- to be used in determining the height in stories in accordance tion where all of the following conditions are met: with Section 903.2.11.3 shall include the parking garage as a story.The floor assembly between the parking garage and the 1. The buildings are separated with a horizontal assembly Group R above shall comply with the type of construction having a minimum 2-hour fare-resistance rating. required for the parking garage and shall also provide a 2. The occupancies in the building below the horizontal fire-resistance rating not less than the mixed occupancy sepa- assembly are limited to Groups B and M. ration required in Section 508.4. 3. The occupancy above the horizontal assembly is limited 509.5 Group R-1 and R-2 buildings of Type IIIA construc- to a Group S-2 open parking garage. tion.The height limitation for buildings of Type IIIA construc- tion in Groups R-1 and R-2 shall be increased to six stories and 4. The building below the horizontal assembly is of Type 1 75 feet(22 860 mm)where the first floor assembly above the or 11 construction but not less than the type of construc- basement has a fire-resistance rating of not less than 3 hours tion required for the Group S-2 open parking garage and the floor area is subdivided by 2-hour fire-resistance-rated above. fire walls into areas of not more than 3,000 square feet (279 5. The height and area of the building below the horizontal m2). assembly does not exceed the limits set forth in Section 509.6 Group R-1 and R-2 buildings of Type IIA construc- 503. tion.The height limitation for buildings of Type IIA construc- 6. The height and area of the Group S-2 open parking tion in Groups R-1 and R-2 shall be increased to nine stories garage does not exceed the limits set forth in Section and 100 feet(30 480 mm)where the building is separated by 406.3.The height,in both feet and stories,of the Group not less than 50 feet(15 240 mm)from any other building on S-2 open parking garage shall be measured from grade the lot and from lot lines, the exits are segregated in an area plane and shall include the building below the horizontal enclosed by a 2-hour fire-resistance-rated fire wall and the first assembly. floor assembly has afire-resistance rating of not less than I Y, 7. Exits serving the Group S-2 opera parking garage dis- hours, charge directly to a street or public way and are separated 509.7 Open parking garage beneath Groups A,I,B,M and from the building below the horizontal assembly by R.Open parking garages constructed under Groups A,I,B,M 2-hour fire barriers constructed in accordance with Sec- and R shall not exceed the height and area limitations permitted tion 707 or 2-hour horizontal assemblies constructed in under Section 406.3.The height and area of the portion of the accordance with Section 712,or both. 5.10 2010 FLORIDA BUILDING CODE—BUILDING GENERAL BUILDING HEIGHTS AND AREAS 509.9 Multiple buildings above Group S-2 parking garages. Where two or more buildings are provided above the horizon- tal assembly separating a Group S-2 open or closed parking garage from the buildings above in accordance with the special provisions in Sections 509.2, 509.3 or 509.8, the buildings above the horizontal assembly shall be regarded as separate and distinct buildings from each other and shall comply with all other provisions of this code as applicable to each separate and distinct building. 2010 FLORIDA BUILDING CODE—BUILDING 5.11