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RC-17-2365Miami Shores Village �yN°emas _L, 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 F�ORIOII' PerMit NO. RC-10-17-2365 JL Permit Type: Residential Construction ' Work Classification: Addition/Alteration Permit Status: APPR�1/ED Issue Date: 11/1412017 1 Expiration: 05/13/2018 Project Address Parcel Number Applicant 374 NE 104 Street 1121360130170 Miami Shores, FL 33138-2018 Block: Lot: MARIE MYRTHA WROY Owner Information Address Phone Cell MARIE MYRTHA WROY 374 NE 104 Street MIAMI SHORES FL 33138-2018 OMMMMONWAGNM Contractor(s) Phone Cell Phone SOROL GROUP INC (305)244-8222 In Review Valuation: $ 70,000.00 Total Sq Feet: 0 Date Approved:: In Review Date Denied: Type of Construction: INTERIOR REMODELING OF KITCF Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: INTERIOR REMODELING OF KITCH Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $42.00 CO/CC Fee $50.00 DBPR Fee $31.50 DCA Fee $21.00 Education Surcharge $14.00 Notary Fee $5.00 Permit Fee $2,100.00 Plan Review Fee (Engineer) $120.00 Plan Review Fee (Engineer) $120.00 Scanning Fee $39.00 Technology Fee $56.00 Total: $3,098.50 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-10-17-65223 11/14/2017 Check #: 337 $ 2,898.50 $ 200.00 10/04/2017 Check* 8185 $ 200.00 $ 0.00 Bond #: 3558 Avauaoie inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Keview tswloing Review Building Review Structural Review Structural Keylew Plumping F. Termite Letter F. Elevation Certificate Review Planning Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-_n ned cDa4ctor to dQ thr-work stated. November 14, 2017 Authorized Signature: Owner / Applicant / ontra r / Agent Building Department Copy November 14, 2017 1 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village Building Department J N 0 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS JOB ADDRESS: v I / / / L%� /O FBC 20i� Master Permit No. f'� T Sub Permit No. ❑ REVISION HANGE OF /COLNTRACTOR GAG 7-1 ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: -S---5 / 3 9 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: �j Flood Zone: —;—BFE: FFE: OWNER: Name (Fee Simple Titleholder): /T 4 e // �/ j � Phone#: Address: � �S� xv—%(�� ?1 D� City: npi nA�9- )� State: Tenant/Lessee Name: Email:V4� CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or Registration #: Zip: QQ one#: Zip: Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Specify color of color thru tile:, Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ Zip: ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 not be approved and a reinspection fee will be charged. Signature Signature_ OWNER or AGENT The foregoing instrument was acknowledged before me this day of 3WQ 20 � 8 by W QW, who s personally knows nntto me or who has produced��' as identification and who did take an oath. NOTARY LIC: Sign: Print: �r CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: as Seal: Seal: Pu Notary Public State of Florida { z°�'t e`1 sindia Alvarez My 156�so { 't a Commission F �• ep oires 09103/201 1**errs***�*,� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) NAME: ADDRE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT � JpDATE: J 2,016 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. 1 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 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license., Initial MAA 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 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 contrac s. Initial 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 lates the exemption. Initial—_ �v 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 - employ have the license required bylaw and by coun or municipal ordinance. V Initial 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. 1, 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 _PN_J B. 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, 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 rvvvj 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:/Iwww.myfloridalicense.com/dbpr/pro/cilb/index.html Initial mvi 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that 1 am the party legally and financially responsible for the propo ed construction activity at the following address: Initial__AAL�) 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information t at I have provided on this disclosure. Initial 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 day of 20 IS By Mxej ! " " 2T+ tR who was personally known to me or who has Produced there License or 'R— V;a_;7 u,kip as identification. ti "',le, `eNotary Public State of Florida y NOTARY Sindia Alvarez � ,p'z My Commission FF 156750 i Of F'o Expires 09/03/2018 { �. t 12 ��R 7e � v ❑ Retum R"Pt OwdcoPY) s Lf, litt1 ❑ Return Receipt (electronic) $ ! ! ! �e� ❑Certitled Mall Restricted Delivery S ' i Here in Adult Signature Required $❑ Adult Signature Restricted Delivery $° 9a $0.49�s� ,59 33/�1/ Certified Mail service provides the following benefits: ■ A receipt (this portion of the Certified Mail label). for an electronic return receipt, see a retail ■ A unique identifier for your mailpiece. associate for assistance. To receive a duplicate • Electronic verification of delivery or attempted return receipt for no additional fee, present this delivery. USPS®-postmarked Certified Mail receipt to the ■ A record of delivery (including the recipients retail associate. Restricted delivery service, which provides signature) that Is retained by the Postal Service' for a specked period. delivery to the addressee specified by pame, or to the addressee's authorized agent Important Reminders: ' = Adultsignature service, which requires.the ■ You may purchase Certified Mail service with signee to be at least 21 years of age (not First -Class Mail°, First -Class Package Service®, available at retail). or Priority Mail® service. Adult signature restricted delivery service, which ■ Certified Mail service is notavailable for requires the signee to be at least 21 years of age International mall. ' ' , and provides delivery to the addressee specified ■ Insurance coverage is not available for purchase by name, or to the addressee's authorized agent with Certified Mall service. However, the purchase (not available at retail). of Certified Mail service does not change the insurance coverage automatically included with certain Priority Mail items. ■ For an additional fee, and with a proper endorsement on the mailpiece, you may request the following services: - Return receipt service, which provides a record of delivery (Including the recipient's signature). You can request a hardcopy return receipt or an electronic version. For a hardcopy return receipt, complete PS Form 3811, Domestic Return Receipt attach PS Form 3811 to your mailpiece; ■ To ensure that your Certified Mail receipt is accepted as legal proof of mailing, it should bear a USPS postmark If you would like a postmark on this Certified Mail receipt, please present your Certified Mail item at a Post Office- for postmarking. If you don't need a postmark on this Certified Mail receipt, detach the barcoded portion of this label, affix it to the mailpiece, apply appropriate postage, and deposit the mailpiece. IMPORFAlir Save this recelpt for your records. Ps Forth 3800, April 2o15 (Reverse) PSN 7530-02-000.9047 • MIAMI SHORES 9825 NE 2RD .AV'E MIAMI FL 33153-9998 1158850118 12/29/2017 (800)275-8777 2:08 PM Product Sale Final Description Oty Price First -Class 1 Mail Letter (Domestic) (MIAMI, FL 33181) (Weight:0 Lb 0.50 Oz) (Estimated Delivery Date) (Tuesday 01/02/2018) Certified 1 $3.35 (@@USPS Certified Mail #) (70172680000068371497) Return 1 $2.75 Receipt (@@USPS Return Receipt #) (9590940225206306334642) Total $6.59 Cash $7.00 Change ($0.41) Text your tracking number to 28777 (2USPS) to get the latest status. Standard Message and Data rates may apply. You may also visit USPS.com USPS Tracking or call 1-800-222-1811. All sales final on stamps and postage Refunds for guaranteed services only Thank you for your business HELP US SERVE YOU BETTER TELL US ABOUT YOUR RECENT POSTAL EXPERIENCE Go to: https://postalexperience.com/Pos 840-5330-00 001-0002�-93490-02 'scan this code with your mobile device: call 1-800-410-7420. OPINION Bill #: 840-53300063-1--2093490-2 Clerk: 06 December 29, 2017 Soipirinye Rogers Longjohn Sorol Group Inc 1679 NE 142 Street North Miami, Florida. 33181 305-244-8222 Re: Permit Number: RC-17-2365 Address: Wrov Renovation — 374 NE 104 Street Miami Shores FL 33138 Please accept this letter as my formal notice to you the current permit holder, are not authorized to proceed with the work covered by this permit. Since, none of the construction; nor any work has begun. I, Marie Myrtha Wroy, As legal owner of subject property, am hereby terminating all negotiations/services for the following reason: Failure to agree on Cost Estimate. I, Marie Myrtha Wroy agree to hold Miami Shores Village, its agents and authorized personnel, harmless and relieve them from any responsibility for any legal action or damage, cost, or expense resulting from the change of contractor on the existing permit. 12/29/2017 Owner Signature Date Marie Myrtha Wrov Print Name Owner The person whose signature is above, deposes that she is the legal owner of subject property. Sated of Florida) County of Miami -Dade) Sworn to an subscribed to before me on this �_ day of 0Pe_.P_ 1W6,t , 2017 Who is 0 personally known to me or who produced Type of identification produced rC _ It U8✓ L c eu. - Signature of Notary Public- tI II„ ••�,imll"S� LINDA BOND KIRiCSEY •! Commission k GG % 9 My Commission Expires April 03, 2021 LINDA _, r o' rek, + Con M ,,:,;;, GG �36999 MY C _,.rn... f..,pires I I•� X'J, 2021 USPS.com® - USPS Tracking® Results Page 1 of 5 USPS Tracking® FAQs > (http://faq.usps.com/?articleld=220900) Track Another Package + Tracking Number: 70172680000068371497 Remove X This is a reminder to arrange for redelivery of your item before January 17, 2018 or your item will be returned on January 18, 2018. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. 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You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice. https://tools.usps.com/golTrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels... 1 /9/2018 USPS.com® - USPS Tracking® Results Page 2 of 5 January 3, 2018, 5:48 pm Notice Left (No Authorized Recipient Available) MIAMI, FL 33181 January 2, 2018, 12:15 pm In Transit to Destination On its way to MIAMI, FL 33181 January 1, 2018, 12:15 pm In Transit to Destination On its way to MIAMI, FL 33181 December 31, 2017, 12:15 pm In Transit to Destination On its way to MIAMI, FL 33181 December 30, 2017, 4:15 pm Departed USPS Regional Facility MIAMI FL DISTRIBUTION CENTER December 30, 2017, 12:06 pm In Transit to Destination On its way to MIAMI, FL 33181 December 29, 2017, 11:06 pm Arrived at USPS Regional Facility MIAMI FL DISTRIBUTION CENTER December 29, 2017, 6:12 pm Departed Post Office MIAMI, FL 33153 December 29, 2017, 2:08 pm USPS in possession of item MIAMI, FL 33153 https://tools.usps.com/golTrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels... 1 /9/2018 USPS.com® - USPS Tracking® Results Page 3 of 5 Product Information Postal Features: See tracking for related item: 9590940225206306334642 Product: Certified Mail'"' Vgo/TrackConfirmAction?tLabels=9590940225206306334642) First - Class Mail® See Less ^ Can't find what you're looking for? 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All Rights Reserved. https://tools.usps.com/golTrackConfirrnAction?tRef=fullpage&tLc=2&text28777=&tLabels... 1 /9/2018 USPS.com® - USPS Tracking® Results Page 5 of 5 (https://www.facebook.com/USPS?rf=108501355848630) 5,411 (https://twitter.com/usps) . (http://www.pinterest.com/uspsstamps/) (https://www.youtube.com/usps) https://tools.usps.com/golTrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels... 1 /9/2018 Miami Shores Village RECEIVED �kl Building Department OCT 04 20n �( ��r 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 201� BUILDING !' Master Permit No. C (., , q .S� -� ;ILDING T APPLICATION Sub Permit No. ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type Load: OWNER: Name (Fee Simple Titleholder): Construction Type: Zone: BFE: hone#: 33/30 244- 8:;9Z one#: ?0- 4?-4* State Certification or Registration #: G(yG 0� Certificate of Competency #: DESIGNER: Architect/Engineer: , tT� �..�, 5 Phone#: � Il tA- W . Z �' Address: � ?J• City: T� State:Zip: �30G Value of Work for this Permit: $ �6,, btJ6 Square/Linear Footage of Work: Type of Work: ElAddition CJ ' Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile. - Submittal Fee $ aoZ)' CK) Permit Fee $ 21 100. CID CCF $ A2 , 00 CO/CC $ w �� Scanning Fee $ � Radon Fee $ 2� • 00 DBPR $ Notary $ Go Technology Fee $ b`0 • M Training/Education Fee $ { 0D Double Fee $ Structural Reviews $120- OD 120• 00 Bond $ WO • op TOTAL FEE NOW DUE $ d, �� • S� (Revised02/24/2014) I �� • S ` Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 Pleven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and,a reinspection fee will be charged. Signature Signature OWNER or AGENT CO TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of l J o- ITD ber 20 7 by day of (\LA - eak by 6 /�! who is per ovally known to } hA is p stomeorwhohasproduced U xl -o- as me or who has produced �)as identification and who did take an oath. identification and who did take an oath. NOTARY UBLIC: NOTARY PUBLIC: Si /l Print L..(1ll� a t rI(,5� Print , y, MY COMMISSION # GG 044602 Seal: .�"""" Seal: °o►;;;g�' BondedTMuNotaryPublicunderwriters �'4� �Y�h, LINDA BOND KIRKSEY Commission#► GG 86999 -. My Commission Expires •'%.;y a r�d;;r A p r l 0. 2 1 APPROVED BY Plans Examiner Zoning 1,ho Structural Review Clerk (Revised02/24/2014) Sorol Group Inc. State Licensed General / Roofing Contractors. A Design- Build Team 1679 NE 142°d Street, North Miami, Florida 33181 305-244-8222. Email: Lj_sorolgroupinc@contractor.net Date: November 14, 2017 State of Florida Before me this day appeared Sopirinye Rogers_ Longjohn who, being duly sworn, deposes and says: That he will be the only person working on the project located at: Wroy Residence Interior Renovation 374 Northeast 104th Street, Miami Shores, Florida. 33138-2018 •itractor S' nature Sworn to (or affirmed) and subscribed before methis1�—day of AJ6 6M ity ,2017 by W �0-J't._o v ZoMo , Personally know Or Produced Identification F t_ L 1. 5 Z 5 - Type of Identification Produced F L tb L» Print, Type or Stamp Name of Notary `196_5$-22o-0 HASSAN AHAROUI MY COMMISSION #E FF230248 = EXPIRES: May 12, 2019 „� Bonded Thiu Notary Lkdsr* n Z305 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to owner — worKers, compensation insurance txemation Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of , 20-0 By. 1 ' ► OY I f", 1 ' �Sl yr.110u VN rCi�-4ersonally known to me or has produced I as identification. MAHARAI K. GONZALEZ SEAL: ? = MY COMMISSION # GG 044602 += EXPIRES: November 2, 2020 Banded ?hruNotary Public Underwriters WrQy Residence Renovations, FL 33138 ~ November 2, 2017.'R Plan Reviewer Miarrfi Shores Village, Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305.795.2204 Subject: Permit Comment Response Project Name: Wroy Residence Renovations Project Location: 374 NE 104th St, Miami Shores, FL 3313 Permit Number: RC17-2365; BDA Project Number: 1-129 ftw. ID Below are our responses to your plan review comments: Building dated 10.21.17: Comment 1: Zoning approval required Response: Plans will be routed to Zoning for approval. Comment 2: Reflect the location and sizes of crawl space ventilation. Response: Refer to updated sheet A101 for existing to remain crawl space locations and sizes: • • ; • Comment 3: Provide floor sheathing specifications. Response: Provided on revised sheet A202. 5391 NW 32ND CT. MARGATE FL 33063 PH. 954.599.8184 Structural dated 10.05.17: Comment 1: Provide site specific wind load calc's or a generic wind load calc. using worst case loading in compliance with the HVHZ provisions of section 1620 of the FBC 5th Edition (2014), signed and sealed by Florida Registered Architect or Engineer, to determine the maximum wind design pressures for all exterior doors and windows, skylights, storefront system and/or shutters. Response: Signed and sealed wind load calculations provided. Wind load calculations also included on sheets A101 and A201. Comment 2: Structural wind load calc's to comply with Florida Administrative Code Section 61G15-23. Original Signature, date and seal are required on both sets. Response: Complies; refer to enclosed signed and sealed wind load calculations. Comment 3: Provide details to show how exterior wall openings will be blocked in with the new masonry. Must show required vertical cells reinforcement grout into existing foundation and concrete beams. Response: Details 4 and 16/A201 revised to show additional reinforcing bars and details as noted. Sincerely, Bruce D. Davis, RA, LEED GA Owner, BD Architect LLC Date: 11.02.17 1 MecaWind Std v2.2.7.0 per,.ASCE 7-10 01 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 11/1/2017 Project No. :1-129 Company Name BD Architect LLC Designed By :BDA LLC ` Address 5391 NW 32nd CT Description :Interior Renovation City : Margate Customer Name : Myrtha Wroy State FL Proj Location :374 NE 104th St, Miami File Location: C:\Users\G\AppData\Roaming\MecaWind\Default.wnd Shores FL 33138 Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1 Basic Wind Speed(V) 175.00 mph I _I Structural Category II Exposure Category - C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 4.2 : 12 Slope of Roof(Theta) = 19.29 Deg h: Mean Roof Ht = 22.50 ft Type of Roof = HIPPED RHt: Ridge Ht = 26.00 ft Eht: Eave Height = 19.00 ft • ' •••••• OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang � • •••••• Bldg Length Along Ridge = 65.00 ft Bldg Width Across Ridge= 40.00 ft • • � •� Length of Hipped Ridge = 35.00 ft Roof Slope on Hip End = 25.02 Deg" �•••:• • •••••• • •••••• Gust Factor Calculations • •••••• • • • Gust Factor Category I Rigid Structures - Simplified Method ••*• •••• • • Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 • • • ' ••••• •••• •••• Gust Factor Category II Rigid Structures - Complete Analysis ••'••• '••0 •••� ••••• Zm: 0.6*Ht = 15.00 ft •••••• • • " " • lzm: Cc*(33/Zm)^0.167 = 0.23 000000 •• Lzm: 1*(Zm/33)^Epsilon = 427.06 ft • • • ' ' •••••• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 • ' Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 • • • �•��•� Y • • • • Gust Factor Summary '•� Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 4.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- WINDOW/DOOR (4) 3.00 3.00 9.0 4 1.00 -1.10 43.62 -47.32 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.92 Qhcc:.00256*V^2*Khcc*Kht*Kd = 36.97 psf FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST i Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include I�This checklist l A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual ' ...... completing the compliance report (1 page) and an input summary checklist that can . • • ...... �' be used for field verification (usually 4 pages/may be greater). 90 : 0 00 ; ""' • • • • : • ./*�..... • • "" • ". Energy Performance Level (EPL) Display Card (one page) 0 0 • •••• •••• ••••• ...... .... ..... Mandatory Requirements(three pages) ' .,.' : 000 • • • •• ••••• • Required prior to CO for the Performance Method. : 0.0 0 . •••••• ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) HAND ��•�`Q.P'UC _ 4 _ cu SIC) I '� � EnergyGauge®- USRCSB v5.1 9/27/2017 5:42:07 PM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ' Florida Department of Business and Professional Regulation - Residential Performance Method P;,)ject Name: 374 NE 104TH STREET 09-2017 Builder Name: BUCHANAN PE CONSULTING INC. Street: 374 NE 104TH STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: 374 NE 104TH STREET Jurisdiction: 232600 Design Location: FL, Fort Lauderdale County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 9. Wall Types (2261.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 2173.30 ft2 b. Frame - Wood, Adjacent R=23.1 88.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (2147.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=19.0 2147.00 ft2 6. Conditioned floor area above grade (ft2) 2147 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(136.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: LAUNDRY BATH 6 100 a. U-Factor: Sgl' U=1.00 136.00 ft2 b. Sup: Attic, Ret: FAMILY RM, AH: FAMILY RM 6 50 SHGC: SHGC=0.50 12. Cooling systems • • kBtu/hr • • Ffaiency b. U-Factor: N/A ft2 a. Central Unit ; 29.2 SEER:16.50 • SHGC: b. Central Unit ••, • • • 18.7 SNVIN.00 • • c. U-Factor: N/A ft2 • •••••• • •••• SHGC: 13. Heating systems Efficiency • d. U-Factor: N/A ft2 a. Electric Furnace • • �Vtu/hr 16.3 A Ft lF:1.00 ; • • • SHGC: b. Electric Furnace "� • • 16.3 • FUE:-4.00 Area Weighted Average Overhang Depth: 1.500 ft. • 0.0 • • • Area Weighted Average SHGC: 0.500 14. Hot water systems • • : • • : • • • , • • • a. •• •• •. • ••. 8. Floor Types (2146.7 sqft.) Insulation Area •••••• EF!0.000 a. Slab -On -Grade Edge Insulation R=0.0 2146.70 ft2 b. Conservation features • • • • 0004 b. N/A R= ft2 • �••••• c. N/A R= ft2 15. Credits • • , P6tat i • • • Total Proposed Modified Loads: 98.53 Glass/Floor Area: 0.063 PASS Total Baseline Loads: 101.01 I hereby certify that the plans and specifications covered by Review of the plans and 1 EKE sTgT this calculation are in compliance with the Florida Energy specifications covered by this ♦+� = ',�p� Code. calculation indicates compliance s`f+ {N% with the Florida Energy Code. , "` O c�t�c PREPARED BY: Before construction is completed O DATE: this building will be inspected for5FP compliance with Section 553.908 `� ,� y I hereby certify that this building, as designed, is in compliance Florida Statutes. r 4� C0 -J with the Florida er W.E OWNER/AGE BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 9/27/2017 5:42 PM EnergyGauges USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Tige: 374 NE 104TH STREET 09-2 Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2147 Lot # Owner: 374 NE 104TH STREET Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Budder Name: BUCHANAN PE CONSULTIN Rotate Angle: 0 Street: 374 NE 104TH STREE Permit Office: MIAMI SHORES Cross Ventilation: No County: Miami -Dade Jurisdiction: 232600 Whole House Fan: No City, State, Zip: MIAMI SHORES, Family Type: Single-family FL, 33138 New/Existing: Existing (Projected) Comment: CLIMATE v IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Lauderdale FL_FORT_LAUDERDALE 1 43 91 70 75 321.5 60 Low BLOCKS Number Name Area Volume 1 AC1 1422 14220 • ' • • • • 2 AC2 725 7250 i • • SPACES """ • • Number Name Area Volume Kitchen Occupants Bedrooms Infil ID • •finished Vbb% Hgated 1 LAUNDRY BATH 113 1130 No 0 1 "es. ye,, Yas• : 2 KITCHEN 179 1790 Yes 0 1 • • lW% �'M' • Y,*s' 3 DINING ROOM 248 2480 No 0 1 ; • Ve*s. Yes Yeas ' 4 LIVING RM 399 3990 No 0 1 Yet • tfes Yes 5 BEDROOM 1 152 1520 No 1 1 1 • Yes ' Vas : Yes 6 BATHROOM 1 101 1010 No 0 1 Yes Yes Yes 7 BEDROOM 2 230 2300 No 1 1 1 Yes Yes Yes 8 FAMILY RM 165 1650 No 0 1 Yes Yes Yes 9 BEDROOM 3 150 1500 No 1 1 1 Yes Yes Yes 10 MASTER BATH 98 980 No 0 1 Yes Yes Yes 11 MASTER BEDROO 312 3120 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio LAUNDRY BATH 8.3 ft 0 112.7 ft2 ---_ 0 1 0 2 Slab -On -Grade Edge Insulatio KITCHEN 12.4 ft 0 179 ft2 ---- 0 1 0 3 Slab -On -Grade Edge Insulatio DINING ROOM 33.6 ft 0 247.8 ft2 ---- 0 1 0 4 Slab -On -Grade Edge Insulatio LIVING RM 17.7 ft 0 399.2 ft2 --_- 0 1 0 5 Slab -On -Grade Edge Insulatio BEDROOM 1 34.2 ft 0 151.8 ft2 -_-- 0 1 0 9/27/2017 5:42 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 6 Slab -On -Grade Edge Insulatio BATHROOM 1 7.7 ft 0 101.3 ft2 ---- 0 1 0 7 Slab -On -Grade Edge Insulatio BEDROOM 2 20.1 ft 0 230 ft2 ---- 0 1 0 8 Slab -On -Grade Edge Insulatio FAMILY RM 9.5 ft 0 165.1 ft2 ---- 0 1 0 9 Slab -On -Grade Edge Insulatio BEDROOM 3 14.2 ft 0 150.1 ft2 ---- 0 1 0 10SIab-On-Grade Edge Insulatio MASTER BATH 11.8 ft 0 97.9 ft2 ---- 0 1 0 11SIab-On-Grade Edge Insulatio MASTER BEDRO 47.6 ft 0 311.8 ft2 ---- 0 1 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2263 ft2 0 ft2 Medium 0.9 No 0.9 No 0 18.4 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS • ge3 • . • 1 Full attic Vented 300 2147 ft2 N 004400 ' � � • • •••••• • • CEILING "" • 0 0.0 • 0 0606 0000 # Ceiling Type Space R-Value Ins Type Area Fr RIMrac ,Td 1 Under Attic (Vented) LAUNDRY BATH 19 Blown 113 ft2 " 6.1 ' T000 2 Under Attic (Vented) KITCHEN 19 Blown 179 ft2 0* 1 lood 3 Under Attic (Vented) DINING ROOM 19 Blown 248 ft 2 0.3 ••4 Under Attic (Vented) LIVING RM 19 Blown 399 ft2 • •0.1 • •• O5 Under Attic (Vented) BEDROOM 1 19 Blown 152 ft2 0.1 6 Under Attic (Vented) BATHROOM 1 19 Blown 101 ft2 0.1 W 7 Under Attic (Vented) BEDROOM 2 19 Blown 230 ft2 0.1 Wood 8 Under Attic (Vented) FAMILY RM 19 Blown 165 ft2 0.1 Wood 9 Under Attic (Vented) BEDROOM 3 19 Blown 150 ft2 0.1 Wood 10 Under Attic (Vented) MASTER BATH 19 Blown 98 ft2 0.1 Wood 11 Under Attic (Vented) MASTER BEDRO 19 Blown 312 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below QEnt Tn wall Type SpaceP-\/.qlllp rea1 W Exterior Concrete Block - Ext InsW1UNDRY B 4 10 5 8 0 83.3 ft2 0 0 0.8 0 2 N Exterior Concrete Block - Ext InsuKITCHEN 4 15 6 8 0 124.0 ft2 0 0 0.8 0 3 S Exterior Concrete Block - Ext InIDINING ROO 4 28 9 8 0 230.0 ft2 0 0 0.8 0 4 W Exterior Concrete Block - Ext In401NING ROO 4 13 3 8 0 106.0 ft2 0 0 0.8 0 5 N Exterior Concrete Block - Ext InstWIVING RM 4 22 2 8 0 177.3 ft2 0 0 0.8 0 6 N Exterior Concrete Block - Ext Ind9EDROOM 1 4 17 5 8 0 139.3 ft2 0 0 0.8 0 7 E Exterior Concrete Block - Ext InBEDROOM 1 4 15 5 8 0 123.3 ft2 0 0 0.8 0 9/27/2017 5:42 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 Ff1RM R409,_9014 WALLS 1 Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt In Wall lype Space cea8 W Exterior Concrete Block - Ext IndKDROOM 1 4 10 0 8 0 80.0 ft2 0 0 0.8 0 9 E Exterior Concrete Block - Ext In!&ATHROOM 4 9 8 8 0 77.3 ft2 0 0 0.8 0 10 E Exterior Concrete Block - Ext ImMEDROOM 2 4 16 5 8 0 131.3 ft2 0 0 0.8 0 11 S Exterior Concrete Block - Ext InEBEDROOM 2 4 8 9 8 0 70.0 ft2 0 0 0.8 0 12 W Exterior Concrete Block - Ext InS61AMILY RM 4 11 11 8 0 95.3 ft2 0 0 0.8 0 13 E Exterior Concrete Block - Ext ImKDROOM 3 4 17 9 8 0 142.0 ft2 0 0 0.8 0 14 W Exterior Concrete Block - Ext Ins1AASTER BA 4 14 9 8 0 118.0 ft2 0 0 0.8 0 15 E Exterior Concrete Block - Ext InsUASTER BE 4 18 6 8 0 148.0 ft2 0 0 0.8 0 16 S Exterior Concrete Block - Ext Ins1AASTER BE 4 31 3 8 0 250.0 ft2 0 0 0.8 0 17 W Exterior Concrete Block - Ext Ins1AASTER BE 4 9 9 8 0 78.0 ft2 0 0 0.8 0 18 N Garage Frame - Wood LAUNDRY B 23.1 11 8 88.0 ft2 0.23 0.75 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 2 Metal Single (Clear) Yes 1 0.5 12.0 ft2 1 ft 6 in 2 ft 0 in Drape•S/Pagc�. None 2 S 3 Metal Single (Clear) Yes 1 0.5 12.0 ft2 1 ft 6 in 20V 0 ig . Drapes/blinds None 3 W 4 Metal Single (Clear) Yes 1 0.5 12.0 ft2 1 ft 6 in 2 ft 0 in Drape•tl ftft' Nopq .. 4 N 5 Metal Single (Clear) Yes 1 0.5 30.0 ft2 1 ft 6 in 2 f. Q IfL . • Drapes/blinds None 5 E 7 Metal Single (Clear) Yes 1 0.5 12.0 ft2 1 ft 6 in 2 fps ih• • DrapeVbtlf l • None 6 E 10 Metal Single (Clear) Yes 1 0.5 12.0 ft2 1 ft 6 in • •• 2 ft Q in••Drapes/blind••s •••• None • 7 E 13 Metal Single (Clear) Yes 1 0.5 12.0 ft2 1 ft 6 in 2 f:0 fi� •Drapes/f�ljpbs ; Noia% • • 8 W 14 Metal Single (Clear) Yes 1 0.5 10.0 ft2 1 ft 6 in 2 f644P• • • Drapes/blinds None • 9 E 15 Metal Single (Clear) Yes 1 0.5 12.0 ft2 1 ft 6 in 2 fN0 in •DrapeJWWIJJ. None 10 S 16 Metal Single (Clear) Yes 1 0.5 12.0 ft2 1 ft 6 in 20 0 in• 0 • Drapes/blinds Nol* • • •• • ••• • • GARAGE • # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 144.76 ft2 384 ft2 64 ft 8 ft 4.1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 2815.8 154.58 290.72 .345 7.869 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Furnace None AFUE:1 16.32 kBtu/hr 1 sys#1 2 Electric Furnace None AFUEA 16.32 kBtu/hr 2 sys#2 9/27/2017 5:42 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16.5 29.2 kBtu/hr cfm 0.78 1 sys#1 2 Central Unit Split SEER: 17 18.7 kBtu/hr cfm 0.75 2 sys#2 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF ft2 DUCTS ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 100 ft2 Attic 25 ft2 Default Leakage LAUNDRY (Default) (Default) 1 1 2 Attic 6 50 ft2 FAMILY RM 15 ft2 Default Leakage FAMILY R (Default) (Default) 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Co In Jan Feb Mar A r Ma X Jun X Jul X Au Se • Oct :fNov ]Duo•Ventinec Feb[[[[ Heatng JX�JXJ jXj Jun Ju • JXJ [XI NovJXl f ' Jan Feb [Xj Mar AMar pr May Jun Jul Aug Sep • • Oct • Dec Thermostat Schedule: HERS 2006 Reference Hours • • Schedule Type 1 2 3 4 5 6 7 8 •9 • • • • 10 11 1:: •••• •• Cooling (WD) AM 78 78 78 78 78 78 78 78 80• • • 80 "Ad 88 • : • PM 80 80 78 78 78 78 78 78 •7$• • • • 78 • • 38b 78• • • Cooling(WEH) AM 78 78 78 78 78 78 78 78 076 •• 78 0•78 7800' PM 78 78 78 78 78 78 78 78 J§•••• 78 18 78 • Heating (WD) AM 66 66 66 66 66 68 68 68 08 • : 68 • 68- 68006 PM 68 68 68 68 68 68 68 68 68 • 68 : • •�" 64 HeatingEH ) AM 66 66 66 66 66 68 68 68 • • • • •06 • • • • PM 68 68 68 68 68 68 68 68 68 68 • 66 9/27/2017 5:42 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPQ ' DISPLAY CARD - ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 374 NE 104TH STREET, MIAMI SHORES, FL, 33138 1. New construction or existing Existing (Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 2173.30 ft2 b. Frame - Wood, Adjacent R=23.1 88.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=19.0 2147.00 ft2 6. Conditioned floor area (ft2) 2147 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=1.00 136.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: LAUNDRY R ft2 BATH 6 100 SHGC: SHGC=0.50 b. Sup: Attic, Ret: FAMILY RM, AH: FAMILY RM 6 50 b. U-Factor: N/A ft2 0 . SHGC: 12. Cooling systems kBtu/hr : •L'fi Ctdhcy • • • • • • c. U-Factor: N/A ft2 a. Central Unit • .09 29.2 SEERi16.50 0• SHGC: b. Central Unit • • • 18.7 4951.1.7.00 • d. U-Factor: N/A ft2 13. Heating systems � � � : • � • • • • •:Itu/hr Efficiency • � • • • • SHGC: a. Electric Furnace 0 0 : 0 16.3 A5WG:1.00 • • Area Weighted Average Overhang Depth: 1.500 ft. b. Electric Furnace • • 16.3 • •1.00 Area Weighted Average SHGC: 0.500 • • 8. Floor Types Insulation Area 14. Hot water systems • • ; • • : • 0 0 : 0 • a. •• •• •• • •••••• a. Slab -On -Grade Edge Insulation R=0.0 2146.70 ft2 • EF: • b. N/A R= ft2 •••••• • • • • c. N/A R= b. Conservation features ft2 . • • • ••• ••• 000000 • • • • • • 15. Credits • • . • • • P�tat • • of I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/27/2017 5:42 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods AJ)DRESS: 374 NE 104TH STREET Permit Number: MIAMI SHORES, FL, 33138 M�yNDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. • • During testing: : • • • ' • 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended w%%egloping or • • other infiltration control measures; • • • • • • • • • • • • • 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, bWt :%Epled beyondjntended • • infiltration control measures; • • • " • 3. Interior doors, if installed at the time of the test, shall be open; . • • • • • 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed afld Staled; ' •" •: • 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and • • • • • • • • • • • • •' • 6. Supply and return registers, if installed at the time of the test, shall be fully open. • • • • • • • • : • • • • • • O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor coRdsZonair. • • • • • •••••• O R402.4.3 Fenestration air IeakageWindows; skylights and sliding glass doors shall have an air infiltration ratg of no mQrg W10.3 cfm per • square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or: • • • • • AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by tht1nanufacture�• •.• : • Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. e R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)III ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/27/2017 5:43 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as dose as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). • R403.4.4.1.2 Shut down. A separate switch or a dearly marked circuit breaker shall be provided to permit the Powobr *plied to electric service systems to be turned off. A separate valve shall be provided to permit the energyuppjielto the Main bumer(s) of combustion types of service water heating systems to be turned off. • • • • • • 0 R403.4.4.2 Water heating equipment Water heating equipment installed in residential units shall meet•tlie minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for thefff iTE t'6quipment installed. 00000 • Equipment used to provide heating functions as part of a combination system shall satisfy all stated req�ulteR& js for the 310%jiate wa%r. heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. 0000 • • • • • • • • • R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production ard'�tibQ the ang0ai $o ar energy • fa • factor of the system. The solar energy factor of a system shall be determined from the Florida Soler•E"gy Center Mectfiy of • • •' : • Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, T6ct6MsthDds for Solar Collectors, • 0 and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Colectors id installed solar water • • • • • • heating systems should meet the following criteria: • • • • • • : • 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and • • • • : • • • • • • 2. Be installed at an orientation within 45 degrees of true south. • • R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/27/2017 5:43 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment acity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment siz�a �� ontrolled io, • • • - prevent continuous space cooling or heating within that space by one or more of the following options: • • • • 1. A separate cooling or heating system is utilized to provide cooling or heating to the major VW@ipWent arV 0 • • 0 .... : • 2. A variable capacity system sized for optimum performance during base load periods is utilimedv + • • • • • ❑ R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sedioris 6Q3 • and C404 of the Commercial Provisions in lieu of Section R403. of** • "' • �; • • •••••• •••• ••••• ❑ R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy seLvA jq the build'ne•shal 000090 include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and' o g%cipitation is faling .' and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • • • • • • • • •••••• ❑ R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residentia6pools anti inground • spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The enQ to creme f r . ; • • • •: �Y �� nLs. o portable spas shall be in accordance with ANSI/APSP-14. • • O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or / solar energy source computed over an operating season. .or", RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 9/27/2017 5:43 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 N, -- wright:soft• Project Summary Date: AC1 BUCHANAN PE CONSULTING INC. 6191 W.ARJ MTIC BLVD. SURE 2, MPRGAE, FL 33063 Phone: 954-590-3300 Project Information For. 374 NE 104TH STREET 374 NE 104TH STREET, MIAMI SHORES, FL 33138 Notes: Weather. Fort Lauderdale Hollywood Int, FL, US Winter Design Conditions Summer Design Conditions Outside db 51 °F Outside db 91 °F Inside db 70 °F Inside db 75 °F Design TD 19 °F Design TD 16 °F Daily range L Relative humidity 5(Z;/�V0 Heating Summary Structure 9909 Btuh 84 Btuh Central vent (59 dm) 12 9 Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 13411 Btuh Method Construction quality Fireplaces Area (ft� Volume (fF) Air changeslhour Equiv AVF (dm) Infiltration Simplified Semi4ghtt He1422 Coo1422 14217 14217 0.21 0.10 49 24 Heating Equipment Summary Moisture difference . 62o gr b Sensible Cooling Equippigg{ Loa43tti;M Structure • • • : • • 18170 Btah Ducts .... 3163 &wlo Central vent (59 dm) 1006• Y� • Outside air • • Blower ••;••; 09MT .. .. •• • Use manufacturer's data Rate/swing multiplier Equipment sensible load y . • 1.00• • 223409 EAWli . Latent Cooling Equipment goad 3i�igg; Structure 1431 Btuh • Duds 768 Btuh Central vent (59 dm) 2489 Btuh Outside air Equipment latent load 4688 Btuh Equipment Total Load (Sen+Lat) 27028 Btuh Req. total capacity at 0.78 S HR 2.4 ton Cooling Equipment Summary Make TRANE Make TRANE Trade ELECTRIC HEAT Trade SPLIT SYSTEM Model TEM6AOB30 Cond 4TTR6030 AHRI ref Coil TEM6AOB30 AHRI ref Efficiency 100AFUE Efficiency Heating Input 4.8 kW Sensible cooling Heating output 16320 Btuh Latent cooling Temperature rise 15 °F Total cooling Actual air flow 1000 chn Actual air flow Airflowfactor 0.082 dmBtuh Air flow factor Static pressure 0.50 in H2O Static pressure Space thermostat Load sensible heat ratio 16.5 SEER 22700 Btuh 6500 Btuh 29� �h 0.047 dm/Btuh 0.50 in H2O 0.83 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. l wrhtSoft 2o17-Sep 27 17:44:43 9 RighFSuiie®Universal2017 17.023 RSU08504 .. P2 e 1 ACCA.-tDesktopWNPWG-WROYRESIDENCE 09-27-2017.rup Calc=MJ8 Front Door faces'. N g - - wrightsoft° ACZect Summary BUCHANAN PE CONSULTING INC. 6191 W.A P nC BLVD. SUrrE 2, MPRGAE, FL 33063 Phone: 954-590-3300 Project• • For. 374 NE 104TH STREET 374 NE 104TH STREET, MIAMI SHORES, FL 33138 Notes: Weather. Fort Lauderdale Hollywood Int, FL, US Job: Date: Winter Design Conditions Summer Design Conditions Outside db Inside db Design TD Heating Summary 51 OF Outside db 70 OF Inside db 19 OF Design TD Daily range Relative humidity Structure 5840 Btuh Duds 1171 Btuh Central vent (30 cfm) 622 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 7633 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heap Cod7ng Area (ft� 255 Volume (ft� 7250 50 Air changes/hour 0.25 0.12 Equiv AVF (ctm) 30 15 Heating Equipment Summary 91 OF 75 OF 16 OF 5CCo • •%• • Moisture difference . • 62- gr b Sensible Cooling EquiMggtLoac$StAM Structure • • •: • •10953 Bt8h Ducts ••.. 1627 &wlq Central vent (30 ctm) • • • • • • 514• �M * Outside air Blower • • • • • ; 0. 434iiiS • • Use manufacturer's data Rate/swing multiplier Equipment sensible load Latent Cooling Equiprnent hoad Skigg; Structure 1239 Btuh • Ducts 374 Btuh Central vent (30 clm) 1270 Btuh Outside air Equipment latent load 2884 Btuh ...... y • • • 100 • •13093: Ct"• Equipment Total Load (Sen+L.at) 15977 Btuh Req. total capacity at 0.75 SHR 1.4 ton Cooling Equipment Summary Make TRANE Make TRANE Trade ELECTRIC HEAT Trade SPLIT SYSTEM Model TEM6AOB024 Cond 4TTR6018 AHRI ref Coil TEM6AOB024 AHRI ref Efficiency 100AFUE Efficiency Heating input 4.8 kW Sensible cooling Heating output 16320 Btuh Latent cooling Temperature rise 25 OF Total cooling Actual airflow 600 cfrn Actual airflow Air flow factor 0.086 ctmBtuh Air flow factor Static pressure 0.50 in H2O Static pressure Space thermostat Load sensible heat ratio 17 SEER 14100 Btuh 4600 Btuh 18� �h 0.048 cfmBtuh 0.50 in H2O 0.82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Sep-27 17:44:48 wrightsoft• RighESuileO Universal 2017 17.023 RS1108504 Page 2 /iCc.o....\Desktop\1MP\ C-WROYRESIDENCE09-27-2017.rup Caic=MJ8 Front Doorfaoes: N M IAM 1-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use cf construction materials. The documentation submitted has been reviewed and accepted by Miami --Dade • •ty • noun RER•a • • • Product Control Section to be used in Miami Dade County and other areas where•alloeved bl�bg:Quthority'. Having Jurisdiction(AHJ). •••"' ' ""•' This NOA shall not be valid after the expiration date stated below. The Miami-Vade County Prodpet••. Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami* pade Cgigto resewA.. the right to have this product or material tested for quality assurance purposes..UJWs. product or materia; • fails to perform in the accepted manner, the manufacturer will incur the expense of sax testing and4he Af+J- •; • may immediately revoke, modify, or suspend the use of such product or materi4? Tft%in their jtirisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Datle County Arroduet Control' • Section that this product or material fails to meet the requirements of the applicable building cQ4,. ; • • • •; This product is approved as described herein, and has been designed to comply with the Florid' Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 11SH-500 Vinyl" White PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets I through 11 of 11, dated 08/07/08, with revision D dated 06/01/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-1009.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.& NOA No. 15-0612.12 MIAMI•DADE COUNTY Expiration Date: January 08, 2019 P81SApproval Date: July 23 2015 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0820.14) 2. Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact', sheets 1 through 11 of 11, dated 08/07/08, with revision D dated 06/01/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. �; • B. TESTS • • • ...... . ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.0:.0 • 2) Uniform Static Air Pressure Test, Loadingpet F� C, TA'3 2A2-94 3) Water Resistance Test, per FBC, TAS 202-9• • • • 4) Large Missile Impact Test per FBC, TAS 201=9 •..' ...... 5) Cyclic Wind Pressure Loading per FBC, T-A&2$3-94 •, 6) Forced Entry Test, per FBC 2411.3.2.1, aril AS 202:94.:. along with marked -up drawings and installation diagram of p series %TI-500 viay!••; single hung tilt window, prepared by Fenestration Testing Laboratory, *Ac., Test Report No. FTL-5710, dated 08/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0820.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an outswing French door, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 08-0820.14 - For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 06/05/15, 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). Nlanu Per , P.E. Product Contr 1 EYaminer NOA No. 5-0612.12 Expiration Date: January 08, 2019 Approval Date: July 23 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/07/13, expiring on 12/26/16. ;••„• . . F. STATEMENTS • • • • • • • ...... . ...... 1. Statement letter of conformance, complying with FBC-51h EditielK2014), dated ;, •„; June 1, 2015, issued by manufacturer, signed and sealed by ArtthMW Lyru2'NPlller, ?E. 2. Statement letter of no financial interest, dated June 1, 2015,E U N: r ed by raj " factur " * a , • signed and sealed by Anthony Lynn Miller, P.E. • • • , • .. • ...... G. OTHERS • 1. Notice of Acceptance No.13-1009.05, issued to PGT Industries,�i;their%(;riej "SH-500 Vinyl" White PVC Single Hung Window - L.M.I." approved on I r/4/13 and expiring on 01/08/19. Manuel Perez, . Product Control Exa i r NOA No. 15-0612.12 Expiration Date: January 08, 2019 Approval Date: July 23 2015 E - 2 MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) If 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Florida Storm Panel Supply, LLC 14475 N.W. 2611 Avenue Opa-Locka, Florida 33054 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 Co linty); eserva the tight toA%ve• this product or material tested for quality assurance purposes. If this product or m;W1&1 fails tp perform in the' accepted manner, the manufacturer will incur the expense of such testing and the Alit ixay imtilediately revoke; • modify, or suspend the use of such product or material within their jurisdiction. RER•raserves the right to rqvpJW.; this acceptance, if it is determined by Miami -Dade County Product Control Section•t'l Wtbis pr9dfitt or material ' fails to meet the requirements of the applicable building code. "" "• • • • • • ..0 0 .0:0 ..... This product is approved as described herein, and has been designed to comply with the Fri h Velodyliurricane Zone of the Florida Building Code. • . . . . ...... DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter • APPROVAL DOCUMENT: Drawing No. AD12-32, titled" 22 ga. Galvanized Steel Mtorm Pane1X Mf ", sheets • 1 through 4 of 4, prepared by MCY Engineering, Inc., last revision # 1 dated May 27, 2015, signed and sealed by Yiping Wang, P.E., on June 02, 2015, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, TAS- 202, and TAS-203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 12-1210.01 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. �% NOA No. 15-0615.06 MIAMWADECouN TY k,-� Expiration Date: 01/23/2018 Approval Date: 07/23/2015 07 lZ3/2 o/S Page 1 Florida Storm Panels Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02-1120.02 A. DRAWINGS Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels ", sheets I through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P. E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.,F. ; • • • ...... C. CALCULATIONS • • • ...... . ...... 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations,•slteets I through 26 ;....: of 26, dated November 18, 2002, prepared by Frank L. Bennardo,"R.E., s� * 7n and • • sealed by Frank L. Bennardo P. E • • • • • • • • • • 2. Anchor Calculations, 9 pages, dated November 18, 2002, pxepetxed by*pranX L. • • • •; • Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. ;••:•: '. . . . . ...... D. MATERIAL CERTIFICATIONS • 1. Mill Certified Inspection Report. • • • • • • 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0817.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS- 1. None. rimy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-1 Florida Storm Panels., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0410.01 A. DRAWINGS 1. Drawing No. AD12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCYEngineering, Inc., dated Apri102, 2012, signed and sealed by Yiping Wang, P.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, pn4-Regulatory • • • • ; • Affairs (PERA). ' ...... . ...... E. MATERIAL CERTIFICATIONS •... .... 1. None. '....' '....' ..... .. .. .. . ...... 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12:1210.01 • • A. DRAWINGS • • • • • • 1. None. • ' """ B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. HWny A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-2 Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED _ A. DRAWINGS 1. Drawing No. AD 12-32, titled " 22 ga. Galvanized Steel Storm Panel-LMI ", sheets 1 through 4 of 4, prepared by MCY Engineering, Inc., last revision #1 dated May 27, 2015, signed and sealed by Yiping Wang, P.E., on June 02, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economig Regourcei rR1 A). ...... E. MATERIAL CERTIFICATIONS • • •; • • •""' 1. None. """ :••••: .... .... . . .... .... ..... ...... .... ..... .... .. . ...... 00 &-.A d /Z� Hei . Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 15-0615.06 Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-3 TH E RMA I TRU@ Benchmark,.,, Doors 1 1 8 INDUSTRIAL DR., EDGERTON, OH 4351 7 "Smooth Surface" and "Wood Grain" FIBERGLASS DOOR OUTSWING DIRECT TO MASONRY INSTALLATION GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. Outswing configurations using the high water dam threshold item #4 meet water infiltration requirements for "HVHT'. 7. Outswing configurations using sill item #3 do not meet the water infiltration requirements for the "HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections and bill of materials 5 Frame anchoring and componets 37.56' MAX. FRAME WIDTH 2 C� w LU Q U_ Q Lq o$ OVERALL " DESIGN PRESSURE (PSF) DOOR TYPE SWING.... ' . FRAME' DIMENSION P:OVTIVEWEGATWE "Smooth Surface" & OUTSWING 37.56" x 80.50" +65.0 -65.0 "Wood Grain" Y o: i to 0 L D a Z) DATE: 1125110 SCALE: N. T. S. DWG. BY. JK CHK. BY: LFS _ DRAWING NO.: FL-13459.2 SHEET 1 OF 5 0 C n H O w J W z a oe A, LO cam, 0; 35.81" MAX. DOOR PANEL WIDTH 2 L ID A DETAIL A -A 01 SEE DOOR LOCK HARDWARE TABLE #8 X 2-1 /2" PFH SCREW `(TYP. 4 Comers of Panel when Design Pressure Exceeds +/-60 PSF) 0 Lq DOOR PANEL 30 "Smooth Surface" 'Wood Grain' WOOD DOOR COMPONENTS: PINE (SG >= 0.42.) DOOR SKIN 0.07U' THK. (Fy = 6,000 PSI MIN.) CORE MATERIAL: POLYURETHANE FOAM (PUR,1.9lbs. MIN. DENSITY) REINFORCEMENT Al %9 28.86% OPEN -' AREA MAX. C2A TOP RAIL Comp. 26 HINGE STILE Wood 4.07' 0 DETAIL A -A PANEL REINFORCEMENT ZC LOCK STILE BOTTOM RAIL (0.023" Thick Steel) LVL/Wood 2D Comp. DOOR SKIN PYTFRI(')R INTFRIC)R 1 HORIZONTAL CROSS SECTION 2 DOOR LOCK HARDWARE ALE MANUFACTURER MODEL KWIKSET KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES 780 STEEL REINFORCEMENT % a ��.� • ••..... • 43 0 N' .. c z 0go A CORE INTERIOR 0 0 Ir a N rn m M U z �n L� o o� > O M Z UN •• 0 C Z U _9m 5 L m m G- D. tL � J T o DOOR SKIN w to 2D STEEL REINFORCEMENT 2 VERTICAL CROSS SECTION 2 DATE: 1 25 10 SCAB: N.T.S. M. BY: JK CHK. BY: LFS DRAWING NO.: FL-13459.2 ■ 1 HORIZONTAL CROSS SECTION $ Outswing configuration 4-9/16'jamb 2 HORIZONTAL CROSS SECTION 3 Outswin 6" jambnfiguration INTERIOR 1))))I)Jl I �=q2g EXTERIOR 4 I CV CV JMM 3 HORIZONTAL CROSS SECTION 3 Outswin 6" jambnfiguration Ni 4 HORIZONTAL CROSS SECTION $ Outswing configuration 6-9/16" jamb U C DAB 1125110 SCALE. N.T.S. DWG. BY: ,JK CHK. BY: LFS DRAWING NO.: FL-13459.2 sHEEr 3 OF 5 � o vE 15 E 5 H E w 2 E ` wu r > BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ' C MAX. 1 /4" SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL - E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 2-1 /4' PFH ELCO OR ITW CONCRETE SCREW STEEL G 3/16" X 2-3/4" PFH ITW CONCRETE SCREW STEEL H 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 3 OUTSWING BUMPER THRESHOLD ALUM./COMP. 4 OUTSWING HIGH WATER DAM THRESHOLD ALUM./COMP. 8 JAMB PINE 4-9/16" SG >= 0.42 WOOD 9 JAMB PINE 6-9/16" SG >= 0.42 WOOD 11 HINGE (4' X 4') STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 26 #9 X 1" PFH WS STEEL 27 #9 X 3/4" PFH SCREW STEEL 30 SMOOTH SURFACE/WOOD GRAIN DOOR FIBERGLASS F0 E 1.25' MIN. v O 9 30 EXTERIOR r/////// INTERIOR 2 VERTICAL CROSS SECTION 4 6-9/16'ntamb figuration 0 1.5' MAX. INTERIOR EXTERIOR %37'� VERTICAL CROSS SECTION Outswing configuration See general notes, sheet 1 for "HVHT' water infiltration requirements EXTERIOR 1.5' MAX. 1 VERTICAL CROSS SECTION 4 O tsyvin1a configuration INTERIOR EXTERIOR VERTICAL CROSS SECTION �4 J Outswing configuration See general notes, sheet 1 for "HVHT' water infiltration requirements 11111/ I w • rn J _ M • M U d>t . Z p _LL 000 OD U N rA v 0 X z* X. °a Lp 0 m U o � `o a \V` a Nd m dam 6 o cZ ^ 1 U CW • • • Z +• + • • Q 00066 • ZpN �.. '....• `sue..` wl� • .... g .. •••••• c5• w �o . w �. . d U O m N ce i W t U O O 0 Q� aE 2 ■w a+M- 1125110 SCALE: N.T.S. DWG. BY: JK i CHK. BY: LFS DRAWING NO.: FL-13459.2 sHEEr 4 OF 5 nI n ;I MASONRY OPENING FRAME ♦�� ••••....•..•••• ♦ �: / 26 N ° Z 61� %�'• 'yam oo� H o; II 26 27 U N -: z P 4-9116" N E Z m zO HEAD a L 0 c W p 6-9/16" . It m a a m U. HEAD TYP. @ HEAD HINGE DETAIL 3 Outswing s standard ; ? ^ l O C Li O J D. H 4.57' . . • JAMB " • • • ••••• 0•• JAMB G ^ O •....• GAS TYP. @JAMB � •••• A•• o_LJ •• H ••:••: . v�i: . 2r . ¢o c• W •, ❑ . w EnW w •4 14 •�•ZE : '� ¢:.. •4 THRESHOLD • • L) .. 4 • • • o Outswing High Water Dam o • o a a LATCH & DEADBOLT DETAIL STRIKE JAMB FRAME ANCHORING Masonry Construction HINGE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. O.C. (TYP.)" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. O.C. (TYP.)" dimension are not exceeded. 3. Concrete anchor table: a.. ANCHOR ANCHOR::.. .......... MIN MIN; CLEARANCE MIN CLEARANCE: e TYPE:..::.::. SIZE:...... :.EMBEDMENT TO MASONRY::: TO ADJACENT.; a ::.........:::...............:...... .......... .......... :.;.:::.:::..EDGE ........::. ........ . .:.;: ANCHOR.....:.:: U. ® 1/4" 1-1/4" 2" 4" TAPCON LU a ELCO ® 1/4" 1-1/4" 1-1/4" 4" • ULTRACON LU CL 2 ITW ® TAPCON 3 16" / 1-1 /4" AS SHOWN AS SHOWN - WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, I" end distance, & I"o.c. spacing of 01 wood screws to prevent the splitting of wood. 4.56' `� 8 HEAD & SIDE Jab 4-9/ m16" 6.56' Ci 0 09 HEAD & SIDE Jamb 6-9116' DATE: 1 /25/10 SCALE: N.T.S. M. arr: JK CHK. BY: LFS DRAWING NO.: FL-13459.2 sHEu 5 OF 5 3 O 0 N • 0 THERMANTRU 0 THERMA TRU DOORS 1 1 e INDUSTRIAL DR., EDGERTON, OH 4351 7 SMOOTH STAR., FIBER CLASSIC, CLASSIC CRAFT &CLASSIC CRAFT RUSTIC FIBERGLASS GLAZED DOOR WITH SIDELITES GENERAL NOTES OUTSWING "IMPACT" This product anchoring drawing has been developed in compliance with the 5th Edition (2014) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVHZ). See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #31 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHT'. 8. Outswing configurations using sill items # 15, # 18 and #37 under the active door do not meet the water infiltration requirements for the "HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. I I C 7C"\IAV n A CDA►IC w/ 2X MULL. REINF. 37.517' MAX. 37.75' MAX. FRAME WIDTH FRAME WIDTH 36.W' MAX PANEL WIDTH cL _ _ _9 W LU J W " < o o e x o C O U'i o. �{ l�-1.5' REINFORCEMENT TABLE OF CONTENTS SHEET # DESCRIPTION SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 8 Vertical cross sections 2 Door panel details & glazing details (Smooth Star) 9 Vertical cross sections 3 Door panel details (Fiber Classic) 10 Buck anchoring 4 Door panel details (Classic Craft) 11 Frame anchoring 2X buck masonry construction 5 Door panel details (Classic Craft Rustic) 12 Frame anchoring 1 X buck masonry construction 6 Sidelite panel details 13 Bill of materials 7 Horizontal cross sections II11 I I tn M i�- Z n : *7 a � ri inm o M�Z U C4 •• C9 G Z� U • Z g 9mGa 0 ••«"� m a a o $Z .. s {� • •0Z • N OZ 2 W m aj Cd p m �W X a EL D- D SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-12334.8 SHEET 1 OF o m N U1 24.MAX. D.L.O.D.L � DOOR PANEL Smooth Star DETAIL A -A Panel reinforcement 'v Lq 47 49 HINGE STILE 39 � TOP RAII 35 4 EXTERIOR G1 U 1 HORIZONTAL CROSS SECTION 2 45 BOTTOM RAtIL 46 1 /7' GLASS BITE 1"THK. CELLULAR GLASS GLAZING TAPE 1 /8" TEMPERED EXTERIOR GLASS AIR SPACE 5/37ANNEALED GLASS ' DIA. MAX. 0.090" SAFLEXOPVB INTERLAYER 2 1/8" ANNEALED INTERIOR DOW 995 GLASS SWIGGLE GLAZING SPACER 28.8p6` MOPE"kREG GLAZING DETAIL 39 49 47 LOCK STILE Lq EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 2 . �y-�� .: in �i In f � U M =Z I J •• S in on— `` ♦ NI � �Z On U N q (3 C Z U Z E m 0 g cW u) t. o=a ... m a. a. �W 3"a .•.. fp• 4�- O• •o 3• Q i • �N ::: • • `•N�.�'© • � �C�• lilO W V) co 2 c,.w = ~ N Z _j U m � 0 LA- OO a a �r oZE DATE: 2126109 z SCALE: N.T.S. DWG. BY: ,JK m CHK. BY: LFS 3 DRAWING NO.: o+ FL-12334.8 °a SHEET 2 OF 13 IQ 24.58" MAX. `%%,%%% * 1 ii4f D.L.O. `��% 2 3 4 52 39 2 '�' • •••• °° 3 39 35 ' j •i 57 INTERIOR 0; in Fo , , M"r f7 * 11� �� z o ao 0 y U N o Z �i z 0 Z U O EXTERIOR 9m 35 N a N g ' o L a 0 51 46 1 v .r coa a T .. 35 v .� ...... C W t.4 �0 3 . ,, `O 1 HORIZONTAL CROSS SECTIONcc .. .... ..... CS i � 4.11S' to�o Vic* —�{ 1.20' J . '..'•� ...�C1 m :Z aW v = Q o� Q U W �O I� DET ILA -A �,T --- o m �DOOR PANEL p) HINGE STTLE 57 LOCK STILE EXTERIOR INTERIOR a ii Fiber Classic G 1 J J CO U m O V O ---1.45' tz 0 1.45' Nc� a z o FZ- U N � U tjj O � 52 TOP RAIL SS BOTTOM RAIL Q V) LO T DIA. MAX. � a cr- z U) N m W Z 0000 000 51 0�°' Q J N 7 W Z 0 0 35 N^z 28.86% OPEN DATE: 2126109 Z 55 SSE: N.T.S. AREA MAX. J 39 5 DETAIL A -A DWG. JK m Panel reinforcement CHK. 9Y. LFS 3 2 VERTICAL CROSS SECTION DRAWING NO.: 0 3 FL-12334.8 0 SHEET 3 OF 13 N 24.58" MAX. `�� D.L.O.62 �. � •• 2 3 4 2 C: 39 INTERIOR 35 ,:_.:..;;r; = Chi # �' Z 46 64 Via It v c Z V Z_ m EXTERIOR 39 N� u g 9 6 5a 61 35 39 46 35 1 a • N.�" m' a a < ado ...:. 1 G1 1 2 `. v 4 ...�.. •C ..:. a 1 HORIZONTAL CROSS SECTION • .. T n tjCb .. ;0- 1.49" • m Z W(1) w o N DET ILA -A o 0 m_ o M 60 DOOR PANEL K EXTERIOR INTERIOR a a Classic Craft InP l 62 TOP RAIL 65 BOTTOM RAlL N N �2 12 _ G1 U � m mo o �o 4.1T 1.44" N Qa z = F U to 01 01, 39 u� W Q N U) 61 T DIA. MAX. HINGE STILE 67 LOCK ST11E ,� N ^ 00000 35 0 0 O O Z DATE: 2126109 28.86% OPEN i 39 AREA MAX. SCALE: N.T.S. ; 65 DWG. BY: ,JK G DETAIL A -A CHK. BY: LFS 3 Panel reinforcement 2 VERTICAL CROSS SECTION DRAWING NO.: a 4 FL-12334.8 c sHEu 4 OF 13 0 T 0 �o CN v' 0 a O If uj Cr Cr a 2 C d v cc 24.59' MAX. i D.L.O. ♦ ��i 39 72 A. .••' .Q% INTERIOR 39 =`� = Us s 0Ji i Vr'• ; � G� r) ♦♦ ri 77 U Nxo� z .0 z oEXTERIOR 39 N N g g o o a. J 71 46 1 . 7 m n. o. ..o. .... 1 35 1 G1 35 C. v 5 ...... c w a 1 HORIZONTAL CROSS SECTION • • • • • • • • 5 .. .... ..... // 3.... ...o .. �. � 1.43" � •mow �tz• .�. • I V •• • •.U•: fD 2U WN W aU DEL.24 A -A `, ,tr=``4''� 1.43" m 0 T1 �� (�)-WlasslcPANEL ; - ; y ' <: y a �'- ►- • Craft Rustic t. ;; ;>' EXTERIOR INTERIOR a :; ' Y G1 o; BOTTOM RAIL N C N Ln rT. LO 41 N L j Y; 39 W Li CL T DIA. MAX. 000 000 _ 35 CN 13 DATE' 2126109 i 28.86% OPEN 39 AREA MAX.&AQL� 77 r 75 SCALE: N.T.S. o DWG. BY: �►( m DETAIL A -A cHK. BY: LFS 3 Panel reinforcement Ir 2 VERTICAL CROSS SECTION DRAWING No.: a 5 FL-12334.8 0 SHEET 5 OF 13 ro gil INTERIOR �� * l 24.58" MAX. D.L.O. - 3 `��` �; ••'• •. ��'i 0Im 6 - - 46 > �- �100 ii� * `�� z o to d ........ . ..... . . 39 Ill 1 1� i y U N o Z 61 v Z_ O Z U m O 0 35 81 35 gg g ° G1 N a urx, m d 0. 46 •••'� 1 EXTERIOR U. ° .••••. c�i .... j...... d �• ...: 6 1 HORIZONTAL CROSS SECTION01 . • • • • .4 . .. O ••�• •• .... o ¢•. WN W a EXTERIOR Aff INTERIOR C.D Q W o o DETAIL A A K a a 80 SIDELiTE PANEL (nP) �LGLLLILd (un- Y, r U 3 °�° o 0 o = 0: &STILE AND TOP RAIL o o Sidelite � o NitCs N Q¢ z Z `nvIn w 85 BOTTOM RAIL o 00 Sidelite QV)(n U 39 Z)CrCr 2" DIA. MAX. 'n N 46 o�pO'¢ F J 000 O O O 00 1 N m Z z O O DATE: 2126109 39 28.86% OPEN 85 SCALE: N. T. S. o AREA MAX. 35 DWG. BY: ,J►( m' DETAIL A -A CHK. BY: LFS 3 Panel reinforcement 2 VERTICAL CROSS SECTION DRAWING NO.: 6 FL-12334.8 0 SHEET 6 OF 13 lo n u vcv 1-1/4' MIN. EMB. (TYP.) HORIZONTAL CROSS SECTION EXTERIOR INTERIOR J Y MIN. C-SINK )TE: Sidelite screws (item #89) located at 6" from each end and 6 more screws equally spaced (8 screws total per jamb) 2 HORIZONTAL CROSS SECTION 7 1 Y MIN. C-SINK EXTERIOF INTEROOI EXTERIOR INTERIOR .15" MIN. C-SINK 1_i/d" MIN 4 HORIZONTAL CROSS SECTION 7 Shown w/1 X sub -buck .I Y MIN. C-SINK 3 HORIZONTAL CROSS SECTION 7 N M S =z z ♦� � oa . `% ; >° U Z U N Eo, Z O Z V �g 9m• oa. o o z • E W ... .... Cr ..... . o • .ct) O .•u • ';� • m N N =N Q =0 I— Q U U o _m 0 a a w DATE: SCALE: N. T. S. DWG. BY: JK m CHK. BY: LFS 3 DRAWING NO.: C 0 FL-12334.8 a SHEET 7 OF 13 z a oU� 3 VERTICAL CROSS SECTION $ Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for "HVHT' water infiltration requirements 4 VERTICAL CROSS SECTION $ Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements �i�IM Io .� •' •. n r i�:' ` ••�� ` 00) O V N xZU 9o`oa 111 trig 4 m a ni° • W -Ja .... .... ...... .... ... ..... ..... • •3DG Cr J •• W U) W D_ �� to O U x O _m O W a Cr a DATE: 2126109 SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-12334.8 SHEET 8 OF 13 E Z d \W Q a �a v •c 0 Z W Z Q cc Ui a 2 c d u d VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 9 Outswing confirguration VERTICAL CROSS SECTION Outswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements SEE NOTE 1 EXTERIOR 2 VERTICAL CROSS SECTION 9 Shown w/1 X sub -buck 1. Sidelite screws (item #89) located at 6' from each end and @ center line (3 screws total ). VER17CAL CROSS SECTION JOutswing configuration see general notes, sheet 1 for "HVHT' water infiltration requirements '// / n• �400 U M 0 � � r rit)ID 0D %% Z p r O M�Z U N •• O O Z L'M 9 m C W U) � pta .••..ten. m a a 4 c 4i AJ •• QiC� J •F=(n as•• co M >:n W(n W Q U w U CO � O o � a n. a cr' 0 L SCALE: N. T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-12334.8 SHEET 9 Of 13 3 a I a a a N MASONRY OPENING 2X BUCK YVy1� A�.V/IVM.\V CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHQR:::::ANCN R:::::::::lh1lN `;`::;; :. �N iN = CtfA A ..:f:.::A+I C ..:::::M.................I .....:::,.::::::.::.:....:....;::::.::::....................:::::: l�l >:GtfA E: .NC... . Pf EMDMfNF T0. M�tSOfliRY.... ... _ :. ..... TO At�.L�4CENT . ........:S�IE...:. - .....:.................. .....................- ITW ® TAPCON 1/4" 1-1/4" 2" 4" ELCO ® ULTRACON 1 4" / 1-1/4" i" 4" i� a0 O S% ` •: Z T y ,pf N *see*: •00:a0 •000 . . •• .. ...... •• • Er ' •� .. Q • e • .' ♦� O � 0; >0W V) ` O VIZ UN •• " 0 0 ,,E,, �m Z m 060*0' m a a r° o gM .... SW a . .... •o err? .vz.:. � 2 Or-� m Lu N 2 N j Q CO L) m 0 0 Cr a DATE: 4116108 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-12334.8 SHEET 7 U OF L I I SEE NOTE 2 (TYP.) MASONRY OPENING FRAME 2X BUCK v Nl--/ INSWING FRAME ANCHORING TYP. SIDELITE Masonry 2X buck construction SILL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCMQR .:...: . ACNQR .....:..... . : MIN MIN Ct>4AIt iW M1I CLEARA. N. E .......... i>. EMBEDMENT TO MASOhII�Y TOJ4DJACEN. ...... ..........SFZF`: ITW ® TAPCON 1/4" 1-1/4" 2" 4" ELCO ® ULTRACON 1/ 4" 1.1/4" 1" 4" ITW ® 3/16" 1.1/4" 3" 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518"edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. ---�6"F— SEE NOTE 1 (TYP.) NOTE 1: 3/16" x 3-1 /4" ITW concrete screw toe -nailed through mullion into masonry (each face) at sill NOTE 2: # 10 X 3" wood screw toe -nailed through mullion into masonry (each face) at head io LATCH b DEADBOLT DETAIL w 00< U_a- W 0 0 j 00 Er,zz Lei C4 = y� O F- SEE HINGE DETAIL L IE NIno I z ti M M F j 0 ri O 0 OD 0 U N •• 4 L 0 C Z Ea 9m ov ) I'IL. D ota 0040 m a al! LL:...•: 5D .�.• • • 00 J"a .•0 •C� yam• �••aW •' • • �►V •• •U~ ACC gCA �(n M 2U � Z� _ ►-� Qz U)LAJ F- a 0 N U o= O ;§ i 0 a Q a a: DATE: 2126109 SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-12334.8 SHEET 11 OF 13 N STRIKE JAMB SEE NOTE 1 (TYP.) MASONRY OPENING FRAME 1 X BUCK TYP. SIDELITE SILL INSWING FRAME ANCHORING Masonry 1 X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: . LEAuA10E:M::: .....................aNCMokA1tM LE:.A.11ANHNtW 1WC::. S.Z AfMi:•:: O:MASONRY::::::TO:ADJA .:;:: :::::;:::::::: ;:::E.D:.:G,.E::::; T::E : EN. :.:.. ::::;::::::::::::::::::...:;::::::. :. :::;;:::::::::::: ITW ® TAPCON 1/4" 1.1/4" 2" 4" ELCO ® ULTRACON 1 4" / 1-1/4" 1" 4" ITW ® 3/16" 1.1/4" 3" 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 518" edge distance, 1 " end distance, & 1 " o.c. spacing of wood screws to prevent the splitting of wood. NOTE 1: 3/16" x 3-1/4" ITW concrete screw toe -nailed through mullion into masonry (each face) at head and sill �1 C� —�i 6" h — SEE NOTE 1 (TYP.) LATCH b DEADBOLT DETAIL I 00 En ? z CEO SEE HINGE DETAIL HINGE JAMB 10 •• : .�_Z M e0 L!� •' `� �ImnM M 00 U N Z E Z 0 o g 9 `o a o � c 4i ••••4 •. O •p �• • M •Z • T. m =o U ?- � ¢o 0 m a 0 G` all o it La - o! a a a 0 7 =3 of 4"n, p - e 2 1") N Z DATE: 2126109 '2 SCALE: N.T.S. a DWG. BY: ,JK m CHK. BY: LFS 3 DRAWING NO.: C FL-12334.8 rn 0 SHEET 12 OF 13 N BILL OF MATERIALS BIU OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL ��`,� ,•,.• A 1 X BUCK SG >= 0.55 WOOD 50 FIBERGLASS DOOR PANEL w/ STEEL REINFORCEMENT (FIBER CLASSIC) FIBERGLASS B 2X BUCK SG >= 0.55 WOOD 51 FIBER CLASSIC DOOR SKIN O.O6S' MINIMUM THK. FIBERGLASS FIBERGLASS C MAX. 1 /4"SHIM SPACE - 52 TOP RAIL COMP. D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 54 HINGE STILE LVL/WOOD %� �••.,•. E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 55 BOTTOM RAIL COMP. 57 LOCK STILE LVL/WOOD 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 1 /4" X 1-3/4" PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL w/ STEEL REINFORCEMENT (CLASSIC CRAFT) FIBERGLASS G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL 61 CLASSIC CRAFT DOOR SKIN 0.065' MINIMUM THK. FIBERGLASS FIBERGLASS H 1 /4" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL 62 TOP RAIL COMP. J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 64 HINGE STILE WOOD • K #8 X 2-1/2" PFH WOOD SCREW STEEL 65 BOTTOM RAIL COMP. �•• L # 10 X 2-1 /7' PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD M #10 X 3"PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL w/ STEEL REINFORCEMENT (CLASSIC CRAFT RUSTIC) FIBERGLASS ••• 1 EXTERIOR LITE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN 0.065' MINIMUM THK. FIBERGLASS FIBERGLASS •.. 2 INTERIOR LITE FRAME ALUM. 72 TOP RAIL COMP. ••• 3 LITE FRAME TRIM PVC 75 BOTTOM RAIL COMP. "• 4 #10 X 1-1/7' PFH SM SCREW STEEL 77 HINGE AND LOCK STILE WOOD �•� 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 80 SIDELITE PANEL w/ STEEL REINFORCEMENT FIBERGLASS • �•• 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 81 SIDELITE SKIN 0.065"MINIMUM THK. FIBERGLASS FIBERGLASS 9 4" X 4" HINGE .09T' THK. STEEL 84 STILE AND TOP RAIL WOOD 10 #10 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL 85 BOTTOM RAIL WOOD 12 #10 X 7' PFH WOOD SCREW STEEL 86 OUTSWING SIDELITE ADAPTER PVC 15 THRESHOLD OUTSWING - 5-3/4" COMPOSITE SILL, FULL SUBSTRATE ALUM./COMP. 87 OUTSWING SIDELITE SPACER PVC PASSAGE LOCK - KWIKSET SIGNATURE SERIES 88 2X MULLION REINFORCEMENT SG >= 0.42 WOOD 18 THRESHOLD OUTSWING 5-3/4" THERMAL BREAK SILL ALUM./COMP. 89 #9 X 2-1 /7' PFH WOOD SCREW STEEL 19 HEADER JAMB SG >= 0.42 WOOD 20 SIDE JAMB SG >= 0.42 WOOD 21 KWIKSET DEADBOLT -SIGNATURE SERIES (980) STEEL 4.56" 5.83" 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 COASTAL OUTSWING THRESHOLD ALUM./COMP. 32 DOOR BOTTOM SWEEP PVC � 35 7/16" X 1 /7' STAPLE STEEL 37 THRESHOLD OUTSWING ALUM./COMP. HEAD � SIDE 19 ZO 39 PANEL REINFORCEMENT 0.023"THK. STEEL Jamb 15 OUTSWING THRESHOLD � FIBERGLASS DOOR PANEL w STEEL REINFORCEMENT SMOOTH STAR FIBERGLASS Composite sill Full substrate 44 HINGE STILE COMP. 45 BOTTOM RAIL COMP. 46 INSULATING FOAM CORE POLYURETHANE 4.56" 47 LOCK STILE LVL/WOOD 48 TOP RAIL COMP. 2.36" 49 SMOOTHSTAR DOOR SKIN 0.065"MINIMUM THK. FIBERGLASS FIBERGLASS � 4.56" NOTE: WOOD/LVL COMPONENTS: PINE (SG >= 0.42) 2.36" o o OUiSWING THRESHOLD •'� o • J� U M *: 6= z �J n oaq � oWr� ``` ,cq•- .* ``` zpM rri �� o n °° z U N •: '� o v Z 0 z V t Ern 9mo V N o o oa a. YL • m 4.4g • • .0 . •. o C-..... ... a.; (�.... • •• •••• ••••• • ... •o N '. .. .a... • � H... ..: g. w (nn co w o m c.� m O o 0 0 N J J 7 m J m O =o oho oQQ z W U O g LO _�� L c cn cr U.��5 vc`'i V)i a ��Q N I � " w a `°o'er°'~¢ i A O N I 22.3NN ^ Z z Uj 5.75'DATE: 2126109 1 a WSCALE: N.T.S. 2• DWG. BY: ,JK m CHK. BY: LFS E: t • DRAWING NO.: OUTSWING THRESHOLD %3ZOUMINING THRESHOLD 37 FL-12334.8 c Sjjt� Coastal c With thermal break sill SHEET 13 OF 13 NOA DRAWING TABLE OF CONTENTS GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: A. 3/4" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8" TEMPERED OR ANNEALED G SS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 INTERLAYER OF BUTACITE �VB BY KURARAY AMERICA, INC. B. 7/8"LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 INTERLAYER OF BUTACITE BOVB BY KURARAY AMERICA, INC. 2. CONFIGURATIONS: 1/1 AND PROVIEW 3. DESIGN PRESSURES: +60/-70 PSF (ALL GLASS TYPES LISTED ABOVE) A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. IF A TEMPERED CAP IS USED MAX. DP IS-50/+50 PSF. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED, FOR INSTALLATION OF UNITS ABOVE 30 FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF INSULATED GLASS UNITS MUST BE TEMPERED. 6. REFERENCES: TEST REPORTS FTL-5710. ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL QUANEX BUILDING PRODUCTS, INC. (WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Roved BY Dab: RevWo"r. SC 1 0B/Of/f5 D REVISED NOTE BLOCK Rrad W. DEW RevWM D.G. 12/1 &108 S NO CHANGE THIS SHEET M*WW. Deb: RevWad: JJ 10/07/11 C 2010 FOC UPDATE Diem 6Y Deb CBedmd . Deb: D.G. 8107108 GENERAL NOTES 1070 TECHNOLOGY DRIVE N, VENICE, FL 342757 ' lipk-7 Vinyl Single Hung Window. Lame Missile SHEET GENERAL NOTES .................................... 1 ELEVATIONS............................................ 2 GLAZING DETAILS ................................... 3 GLAZING DETAILS ................................... 4 SECTIONS, I.F. FRAME ............................ 5 SECTIONS, BOX FRAME ......................... 6 PARTSLIST .............................................. 7 EXTRUSIONS ............................................ 8 ANCHORAGE SPACING, BOX FRAME... 9 ANCHORAGE DETAILS, BOX FRAME ..... 10 ANCHORAGE DETAILS, I.F. FRAME ....... 11 P.O. BOX 1529 N. VENICE, FL 34274 Visibly Better SH500 NTS a 1 d 11 1 5191-1 D • e . e • • •e •e •• e PRODUCT REVISED as complying with the Florida Building Code Acaeplance No BViratioq Dale �q RY - I,-Nanii ^, Product Coj rol \�'jIIIIII (ti �11 S w - liE �� •` FL01R\o� A. LYNkQLLk P.E. FL P.E.# 58705 75" MAX. w T rn0� I ~mow 10" w x w MAX. U wZ:D �O� IL 6" MAX. BOX FRAME MAX. SIZE = 52.125" X 75" 33 3/4" FIXED HEIGHT DLO 33 3/4" SASH HEIGHT DLO 5" MAX. TYP. 78 1 /4" FRAME O.D. - 55 3/8" FRAME O.D. 52 1/8" MAX. 48" FIXED WIDTH DLO — 4 1/8" O.C. MAX. TYP. . . . . . . . . . . . . . . . . . . . . . �-- 45 3/4" SASH WIDTH DLO INTEGRAL FIN MAX. SIZE = 52.125" X 75" NOTE: 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEET11. Rend By. DOW Revhbree: Sc OGAD1/15 D NO CHANGES THIS SHEET RMW Or. Deb: Revlebne D.G. 12/1SI178 B ADDED 10' MAX. DIMENSION TO BOX FRAME ELEVATION Rend By: Drk Ravi* : JJ 10/07/11 C NO CHANGE THIS SHEET Dm►n $i' Deb: Checked Deb: D.G. 08107108 Demoff- 1070 TECHNOLOGY DRIVE ELEVATIONSr N. VENICE, FL 34275 �` P.O. BOX 1529CV Vinyl Single Hung Window, N. VENICE, FL34274 Visibl Better awballodw. soda sH500 NTS 2 er 11 33 3/4" FIXED HEIGHT DLO 33 3/4" SASH HEIGHT DLO 2 1/4" MAX. TYP. Missile 5191-1 Rw.. D PRODUCT REVISED as complying with the Florida Buitding Code } 5 �� /_ / ! n Acceplance No 6 6 B, .ratio, Date By, ,. tia:k,d , aclt� Proolict I C hIo. 58705 ;71 S1 l� 0 lij ��rvA\- A. 6MiMIkLEik, P.E. FL P.E.# 58705 OVERALL GLASS NOMINAL OVERALL GLASS NOMINAL OPTIONAL FLANGE 1/8" ANNEALED GLASS 1/8" TEMPERED OR ANNEALED GLASS 39 3/4" LAMI I.G. GLAZING DETAIL 6" LAMI GLASS NOMINAL .090" BUTACITEa PVBINTERLAYER BY KURARAY AMERICA, INC. 1/8" ANNEALED GLASS 35 OR 36 0 WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) Rend By.• Deb: R-100 SC Off 1/16 D NO CHANGES THIS SHEET Re+bbw D.G. 12/1&D8 B I NO CHANGE THIS SHEET Roved By: Delec Rr/ak , JJ 10107111 C NO CHANGE THIS SHEET Dom By. Deis: Cheri d Deb: D.G. 08107108 1/2" NOM GLASS BITE OPTIONAL FLANGE 1/8" ANNEALED GLASS AIRSPACE 1/8" TEMPERED OR ANNEALED GLASS 39 41 OUTSIDE 107TECHNOLOGY DRIVEN p N. VENICE, FL 34275 P.O. BOX 1529 - C;T N. VENICE, FL 34274 Visibly Better L-- 6" LAMI GLASS NOMINAL .090" BUTACITE® PVBINTERLAYER BY KURARAY AMERICA, INC. 118" ANNEALED GLASS 35 OR 36 3 1/2" NOM GLASS BITE 3/4" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) DMWOMC GLAZING DETAILS _ Vinvl Sinale Huna Window, SH500 I Full I 3 of 11 Missile 5191-1 PRODUCT' REVISED as complying with the Plorido Building Code Acceplattce No / E pimiion Date By Miam' Dade Product Ile No.58705 T+r r A. MNULLER, P.E. D FL P.E.# 58705 .•...000 . .•.••• • • • • • • • • • • . • • • • • • • •••••• • . • • •• 7/8" OVERALL GLASS NOMINAL 718" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL 5116" LAMI GLASS NOMINAL 1/8" ANNEALED 1/8" ANNEALED GLASS GLASS AIRSPACE BUTACITE® AIRSPACE .090" BUTACITE® .090" PVBINTERLAYER PVBINTERLAYER 1/8" TEMPERED OR BY KURARAY AMERICA, INC. 1/8" TEMPERED OR BY KURARAY AMERICA, INC. ANNEALED GLASS ANNEALED GLASS 1/8" ANNEALED 1/8" ANNEALED GLASS _ GLASS 31 OR 32 31 OR 32 39 F—GLASS BITE 39 rGLLAA NOM I SS BITE M OUTSIDE OPTIONAL OPTIONAL FLANGE FLANGE 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (BOX FRAME SHOWN) SC IOMI115 1 D I NO CHANGES THIS SHEET ROW Or. R.dNau D.G. 12118108 B NO CHANGE THIS SHEET JJ 110107111 1 C I NO CHANGE THIS SHEET Pram or, ' diedrt.d tkN: D.G. 1 08107108 M OUTSIDE 3 1 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP BOX OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) u..a08- ,070 TECHNOLOGY DRIVE GLAZING DETAILS N. VENICE, FL 34275 n" P.O. sox,s2s Vinyl Sin /e Hun Window, N. VENICE, FL 34274 Visibly Better S'"" ode' e°r` sn..r _. SH500 NTs 4 a 11 Missile 5191-1 PRODUCT REVISED as complying with the Florida Building Code Acceptvue No Lax IratiO Dale q �y Mimni P a Product trot No. 58705 A 7-E- u `S ilOf r A. LYNN MILLED, P.E. D FL P.E.# 58705 .0000 1 11 1.948 TYR 40141 DAYLIGHT OPENING SASH 31 132 35136 40 41 OUTSIDE DAYLIGHT OPENING FIXED MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN) HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) R@W Or. DW& Rawabw: Sc 0"1/15 D NO CHANGES THIS SHEET Revad9r. D.G. Data- 12/1&W R@W&tm. B NO CHANGE THIS SHEET Ravi iXW JJ 10107111 C NO CHANGE THIS SHEET Dmmrr: DWs: a *-d D.G. 108107108 12 �J OPT10) FL4NG 1 OPTIONAL FLANGE WINDO HEIGH VERTICAL (INTEGR 107TECHNOLOGY DRI VE � -�— N. VENICE, FL 34276 SECT To" P.O. BOX 1529 Vin 1 N. VENICE, FL 34274 Visibly Better SH500 INTEGRAL FIN FRAME Hun Window, Large Missile Im act ■N: afwd Dma**Na R.r. NTS 5 a 11 5191-1 D PRODUCT REVISED as complying with the Florida Building Code Acceptance No Ex )ration Date 19 By Mims ade ProduC �tr �W IJa.58705 u S7T4 FLIC117.7 � s`S%JNA - 0�\\�� A. LY0 MILLER, P.E. FL P.E.# 58705 MAX. DAYLIGHT OPENING SASH 2 11 31 32 12 35 36 GNP 0 3. 50 C 40 41 40 41 OUTSIDE 1.948— —MAX. DAYLIGHT OPENING FIXED TYP. MAX. WINDOW WIDTH HORIZONTAL SECTION (BOX FRAME) HOT WELD CORNER ASSEMBLY (BOX FRAME) OPTIONAL FLANGE — 2 OPTIONAL FLANGE WINDOW HEIGHT VERTICAL SECTION (BOX FRAME) Ra id8y. SC Dam: 06101/15 R@Vhk w: D NO CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE Dna pQorc SECTIONS, BOX FRAME Ravlaiam- D.Q. 12/1&W B NO CHANGE THIS SHEET N. VENICE, FL34275 CWT Ti0" Vin !Sin ie Hun Window, Large Missile !m acf RaNalonr Visibl Better y JJ 10107111 C NO CHANGE THIS SHEET P.O. BOX 1529 N. VENICE, FL 34274 sc.: 01"t pa V W Ra„ SH500 Half 6 d 11 5191-1 p 0m. �`� � � D.G. /o7/OS LCOA#29296 PRODUCT REVISED as complying with the Florida Building Code Acaeplauce No rJ'cro1Z• �2 Px 'ration Date By Miami ade Product trot ! Y NN No.58705 s11 STATE F v� A. LYNR. P.E. FL P.E.# 58705 •• •...• . . • •• •.• ITEM DWG NO. PART # DESCRIPTION 1 9521 65163 INTEGRAL FIN FRAME HEAD& JAMB 2 9871 69871 BOX FRAME HEAD & JAMB 3 9520 65164 INTEGRAL FIN FRAME SILL 4 1 9870 69870 BOX FRAMESILL 5 7940 65102 FIXED MEETING RAIL 6 7126.1 65103 MEETM RAIL REINFORCEMENT 7 7942 65109 SASH STOP 8 8873 65117 BALANCECOVERS 9 7092 65105 SASH INTERLOCK 10 61644W WSTP', .187 X .270 FIN SEAL 11 7092.1 65114 SASH REINFORCEMENT 12 7093 65106 SASH SIDE RAIL 13 7745 65113 SASH LET RAIL 14 1669 71669SP MR SUPPORT PLATE 15 16B110 71694 TILT BALANCE SHOES 16 16W 7FPHPSSPF PIVOT BARS 17 76208SLAW CAM SWEEP LOCK 18 76133SLKW CAM SWEEP LOCK KEEPER 19 79803WF WEER HOLE COVER. 20 j 7675HWTL RH TILT LATCH 21 7675LHTL LH TiLT LATCH 22 716698P ALUM. SCREW SUPPORT PLATE 23 71038W INSTALL HOLE PLUG 24 71684K SETTING BLOCK 25 716MAK SETTING BLOCK- SELF ADHESIVE 26 76X1 FPPM 6 X 1" PH TECH (410 SS PAINTED) 27 7612FPTWX 6 X 1/2" PHI (410 SS PAINTED) 28 76X2TPA 410X 5 X 2" TH VINYL SCREEN SS 29 78X114FPAB410X #8 X 1 1/4" 30 8XIFPAX #8 X 1" ITEM 5, FIXED MEETING RAIL MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO. 7940 1.235— .080---{ ITEM DWG NO. PART # DESCRIPTION 7/8" LAM I.G. GLASS: 1/8" TEMPERED OUTBOARD - 31 AIRSPACE- 1/8" ANNEALED- .090" BUTACIT89 PVB WTERLAYER-118" ANNEALED(5/16" LAMQ 7/8" LAMI I.G. GLASS: 1/8" ANNEALEDOUTBOARD- 32 AIRSPACE -1/8" ANNEALED- .090" BUTAOf m PVB KrERLAYER-1/8" ANNEALED (511 W LAW 33 34 3/4" LAN I.G. GLASS: 1/8" TEMPErED OUTBOARD - 35 AIRSPACE -1/8" ANNEALED- OW' BUTACTTB§) PVB NrEWAYER - Iff ANNEALED (5/16" LAW 3/4" LAMI I.G. GLASS: 1/8" ANNEALED OUTBOARD - 36 AIRSPACE- 1/8" ANNEALED- .090" BUTACTTS0 PVB INTERLAYER- 1/8"ANNEALED 5/16" LAMQ 37 38 39 SILICONE DOW 1199 40 6492 65112 GLAZING BEAD 41 8483 65148 SDL GLAZING BEAD 1.018 NOTE: ALL EXTRUDED VINYL MANUFACTURED BY QUANEX BUILDING PRODUCTS, INC. ITEM 6, FIXED MTG. RAIL REINF. MAT'L: Alum. (6063-T6) DWG NO. 7126.1 Revd By. Dab: R•vlsbw SC 06101115 D NO CHANGES THIS SHEET RovedBy: Dols: RevLbfw D.G 12/18/08 B ADDED DIMENSIONS TO ALUM. EXTRUSIONS and By. Dab. R•rtNau: JJ 10107111 C NO CHANGE THIS SHEET Dian Br: Dab *Odmd By D•!H: D.G. 08107108 J 050 065 n 1 ITEM 9, SASH INTERLOCK 803 215 0 .035EM 40 I , I.G. BEAD MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO. 6492 828 f 272 ITEM 41, SDL BEAD •••• MAT'L: White Ridged PVC..... by Quanex Building Products,•IIZ-. DWG NO. 8483 •••• ITEM 11, SASH REINFORCEMENT MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO. 7092 MAT'L: Alum. (6063-T6) DWG NO. 7092.1 0-106- 1070 TECHNOLOGY DRIVE PARTS LIST AND EXTRUSIONS N. VENICE, FL 34275 nwc rucMT Vin I Single Hun Window, Large P.O. BOX 1529 1 s��odot amir &rat p.rtipN N. VENICE, FL 34274 Visibly Better SH500 NTS 7 or 11 Missile 5191-1 PRODUCT' REVISED as complying with the Florida Building Code Acceptance No 1 -0 I .1 Ex iration Date jq By lvlj ni a Pfo&urt Wirol 1YNN viceNsF Ff' No, 58705 j T 1 E OF Al;', r A. LYNN;6L'LgR, P.E. D FL P.E.# 58705 r%r7'rf^KIA I OPTIONAL FLANGE OPTIONAL FLANGE ITEM 3, INTEGRAL FIN SILL MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO. 9285 �uuuou ,. �q .060 �o ITEM 1, INTEGRAL FIN HEAD/JAMB MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO. 9287 Sc 06101115 D INO CHANGES THIS SHEET um or. Date: Rartelom: D.G. 12118108 8 NO CHANGE THIS SHEET andW. meta ReNabfw JJ 10107/11 C NO CHANGE THIS SHEET Drama By: Dow th»cMd Data D.G. 08107108 ITEM 2, BOX FRAME HEADMAMB MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO.9288 ITEM 12, SASH SIDE RAIL MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO. 7093 070 TECHNOLOGY DRIVE N, VENICE, FL34275 P.O. BOX 1529 N. VENICE, FL 34274 p T Visibly Better OPTIONAL FLANGE .0 ITEM 4, BOX FRAME SILL MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO.9286 ITEM 13, SASH LIFT RAIL MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO. 7745 unaw— EXTRUSIONS 7W Window, Large Missile SH500 I Half 1 8 at 11 1 5191-1 2.784 . . .... •a• •...• •• •• • . •.a..• .a.... ...... .. ...... •• . • • .. PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15 -061.2 .) C iration Pate j7. 9 , By Miami ade Product Control ,p ` /%'� zi •'\�c�rusF' F ' PIo. 5B705 of- 4u Ct RW A. LVNN MILLER, P.E. D FL P.E.# 58705 I 10iimmommommemem � o00000000000r�0000000 � o0000000000000000000 � o0000000000000000000 E WOW � o0000000000000000000 � o0000000000000000000 � o0000000000000000000 Example: 52.125 x 75 For 1/1 Windows 3 ♦ Anchors required in the head 3 4 Anchors required below the MTR Anchors required above the MTR Example: 52.125 x 62.500 For View Windows 3 Head** 3 3 4 E 2 Sash* Fixed' NOTE FOR VIEW WINDOWS USEVIEW FIXED WINDOW HEIGHT FOR ANCHOR QUANTITY IN HEAD AND ABOVE THE UM, AND USE THE VIEW SASH WNDOW HEIGHT FOR ANCHOR QUANTITY BELOW THE MTR. MAXIMUM HEIGHT FOR VIEW WINDOW IS 62 1/2". NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. Sc 1 0"1115 D I ADDED GROUT -FILLED CMU D.G. 1121IM8 I 8 I ADDED AND MODIFIED VIEW WINDOW EXAMPLES RWWBr. Dow JJ 1 10/07/11 1 C I NO CHANGE THIS SHEET OW7108 k ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: 1 - #10 SCREWS 2 - 3/16" LILTRACONS (CONCRETE OR GROUT -FILLED CMU) 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD- 6" MAX. FROM TOP CORNERS JAMBS - 9" MAX. FROM TOP CORNERS* (*NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT) 6" MAX. FROM BOTTOM CORNERS 4" MIN. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5, FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW �— 52 1/8" I I I I I-- 75" 62 VIEW WINDOW �- 52 1 /8" I l 1 opmou- ANCHORAGE SPACING 0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P_Ac;7,Lr m" Single Hun Window, P.O. BOX Vinyl ewkrSmbeftdmt aa..c N. VENICE, FL 34274 Visibly Better SH500 NTS 9 a 11 Missile 5191-1 •I • ...... . ...... • •••••• • • • • •••• 1400 ••••• .•. ••••• .. .. . . •••••• ...... . • . .. • •••••• PRODUCT REVISED as complying with the Florida cep�g Code Act 15-0612.12 Acse lance No Hx iration Date q By Mimi ade Product Control llll! C�,I 1 Y tJ rV 4�1�( U i `r N0.511705 �+ rpTF 7� 1i_ `'SL( F t '��; /ONAl- \.�` r A. LIr/ISN' MILL�R, P.E. D FL P.E.# 58705 1 /4" MAX. SH 3/8" MI . EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/2" MIN. EDGE OPTIONAL FLANGE 0 SCREW 2x WOOD BUCK (SEE NOTE 3) OPTIONAL FLANGE JAMB W/ BOX FRAME THROUGH FRAME INTO 2x WOOD r1/2" MIN. EDGE #10 SCREW r1 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK EDGE DIST. (SEE NOTE 3)� W 1-3/8" MIN. EMBEDMENT 2.9 KSI MIN. CONCRETE OR 1.5 KSI MIN. GROUT- .. 1 /4" MAX. SHIM FILLED CMU x.. -EDGE DIST. -ee OPTIONAL ►• �j- FLANGE SEE NOTE #1 FOR EDGE DISTANCE REQUIREMENTtl� S �} `•"' FOR CONCRETE OR CMU _ 3116" ULTRACON 1x WOOD BUCK 3/16" ULTRACON ' (SEE NOTE 3) OPTIONAL FLANGE JAMB W/ BOX FRAME THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1-318" MIN. EMBEDMENT 1/4" MAX. SHIM HEAD W/ BOX FRAME THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL /9\ NOTES: 1. FOR CONCRETE (MIN. 2.9 KSI) APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3/16" ULTRACON, EMBEDED 1 3/8" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM AND TO GROUT -FILLED CMU IS 2.5" 2. FOR WOOD (G=0.55) APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 1 3/8" MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. Rered8r. Dols: R"10 Sc 06101115 D INCLUDED MINIMUM SUBSTRATE REQUIREMENTS Revad By. Dow Rovbb w D.O. 12118108 8 NO CHANGE THIS SHEET RevWxw JJ IW7111 C NO CHANGE THIS SHEET Dmm" W. Dow tamed Dole, D.G. 08107108 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS - BOX FRAME N. VENICE, FL 34275 T°•` Vin I Sin le Hung Window, Large Missile P.O. BOX 1529--ca; ambOkat Barg 1,10 wset ps•epr� N. VENICE, FL 34274 Visibly Better SH5W NTS 1U w � � 5191-1 PRODUCT REVISED as complying with.the Merida Building code !�-� i2 Acceptance No Ex 'ration Date }q By Mituui ad Pro uct �lllilfl/I ENSC �c NO.5a705 -? 4F 1S -' r � Y A. LYNN �iIILLER, P.E. D FL P.E.# 58705 ••• • • ••• ••••• • • •••••• • • • • •••••• .••••• . • 2x WOOD BUCK ATE 2) 20" DIA. x 1 1/2" ROOFING NAIL,A 5" MAX. FROM CORNER & 4 1/8" O.C.. .430" MIN. EMBED OPTIONAL FLANGE .120" DIA. x 1 1/2" ROOFING NAIL, 2 1/4" MAX. FROM CORNER & 4 1/8" O.C.. !"MIN EDGE. JAMB W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING .430" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) 1/2" MIN EDGE OPTIONAL FLANGE MAX. SHIM 120" DIA. x 1 1/2" ROOFING NAIL,/ 5" MAX. FROM CORNER & 4 1/8" O.C.. A HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING 1 /4" MAX. SHIM MIN EDGE L 2x WOOD BUCK (SEE NOTE 2) .430" MIN. EMBEDMENT SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING .. ...... . ...... ...... •o** •** .... ... ..... ...... ... ..... ...+.. •• • . . • • .09 PRODUCT REVISED as complying with the Florida Building Code Acceptance NTo i i 1819 Ex iralion Date By, Miami a& Product Con A NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE .120" DIA. x 1 1/2" ROOFING NAIL INTO WOOD (G=0.55) 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR l ti I I I ��S �..1'Nl,1 4//� GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. � Z � • '� �GEN F 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE .' ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. No. 58705 IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. y ST,iTw aav,d9tc Deb RwYkvr o.wpam Sc 0e101/16 CHANGED T0.120'X 1-i/2" ROOFING NAIL 1070 TECHNOLOGY DRIVE P T ANCHORAGE DETAILS - Integral Fin Frame %�` <;,�,� ''��St�' r✓h\' ` R. n0i D.G. 12/18/08 a NO CHANGE THIS SHEET N. VENICE, FL 34275 Vinyj Single Hun Window, La a Missile Im act ofie.. Rovkkar JJ IM7/11 C NO CHANGE THIS SHEET P.O. BOX 1529 N. VENICE, FL 34274 A. LY�N'M IL' L R, P.E. FL P.E.# 58705 visibly Better s,, bw SH500 s, NTS an„r om" R•�- 11 d 11 5191-1 D Ojai" B,, DeW 1 M&od By. 000: D.G. 08/07/08 FL C A PRODUCT MARKING PRODUCT MARKING (LOCATION OPTIONAL) 1t 375" } 22 a: t=0.029' 1�3� (LOCATION OPTIONAL) 1/4' ROLL BACK 1.312" 1i 31 1.312" c I I L 1.781" 1.781" 1 1.781' 1.781' et u 114' ROLL BACK 12.600' PANEL COVERAGE O•iu '1► 0.062' 1.781' rL'HEADER 114-2Ox3/4" z 000" S S STUD c 18 GAGE (t=0.0516"GALV. $ 0125" TYP STEEL,GRAOE 50) 0 u> g N o 5.000" MAX o in cli 1.00" MIN o MAX 5.000" MAX n3TUDDED ANGLE BULL ROUT/CLOSURE ANGLE y J-PAN CLOSURE GENERAL NOTES: 1. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 AND PROTOCOLS TAS 201 FOR LARGE MISSLE IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING 2.ULTIMATE DESIGN LOAD OBTAINED FROM ASCE7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX DESIGN LOAD IN THIS DOCUMENT. 3. NO 33 3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES 4. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WHEN ASCE 7-10 IS USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT. THE USE OF A DIRECTIONALITY FACTOR Kd=0.85 IS ALLOWED. 5. THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT, 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 7. STORM PANELS SHALL BE 22GA STEEL (GALVANIZED THICKNESS 1=0.029" MIN) CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 80,G90 GALV. COATING WITH A MIN, Fy=92.0 KSI. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINIUM ALLOY. 8 PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC OPA-LOCKA, FLORIDA MIAMI-DADE COUNTY PROD. CONTROL APPROVED 9. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC), OF MIAMI. FL, TEST REPORT NO.02-041. 10. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FILED CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING "H" OR "U" HEADERS 11. ALL BOLTS & WASHERS SHALL BE ZINC COATED, GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 3.375' MAX 0.375" 0.189" N EL 0 000 .388' 0.197" N N ci �d o p FOTM099 3" U "HEADER WILD-0UT -F" TRACK 5 "F" T �"l 4.OD0" PTI�l _ .000 R -1 n 0 35 " 0 o� d N 0.25W 0 10 WASHERED WINGNUT (ZAMAC 3 ALLOY) 2.043" 1.875" g v, 0.093" In r- M o0 0.063" N 0.063' 1.937" /-TOP "H" TRACK 114.20 S.S SIDEWALK OR MACHINE BOLTS & WASHERED WINGNUT @ 24' O.C. TYP. • � • tR ■ i d LW WINDOW 0 0 Lo g R0.307" n To S �o to 1.000' c� N 1=0.075' MIN 11 KEYHOLE WASHER 12 HEADER END CAP LAVSTEEL GRADE 50(USE IS V750" DEEP TYPICAL OPTIONAL,REOUIRED ONLY FOR USE MTH TRUSS HEAD ANCHORS CALK -IN) >.061" 5.313" 1.935` 1. 3-r TOP MOUNT 3.249" iq C- O ('l a chi C4 0.063' o � 0.063" �' .093" 1.937' !A •' ► \6I 0.250" ix � 1 0 ww w3 x xu� mZ Q k a com W IY w to LL (PREP. TC PANEL SPAN) P MOUNT FAS ONN TYPE READ) TYP .SECTION fJ 0_ O PLA o " K > OPTIONAL 114-20 STITCH BOLTS WITH WASHERS WINGNUTS FASTENED @ OVERLAPS @ MIDSPAN (USE APPROPRIATE SPAN TABLE) I VIEW n�1Z 0• BOTTOM MOUNT RO. 50" (CONN TYPE ASREQD) �TYPICALMOUNT ELEVATION MAY BE AT Z H NTS TOP & BOTTOM in W M� W 18 G0. GALV.STEEL - I '" VtFiLAP ' BENT PLATE BM.THK) q' MAX EXISTING CONCRETE HOLLOW (0,048' OR 2x2"x0.125" BLOCK OR WOOD 6063-T6 ALUM ANGLE FRAMING /ZCORNER CLOSURE DETAIL �r�WALL MOUNT CLOSURE DETAIL D {y.�,S. OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 1.5 TIMES BUILD -OUT DISTANCE (2001 FBC SECT2413.73) o z OJ F ALUM. ANGLE ®OR J-PAN CLOSURE m Q PIECE 09 (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED EXISTING - FASTENER @ 15' O.C. FOR DESIGN CONCRETE HOLLOW LOADS LESS THAN OR EQUAL TO L/ BLOCK OR WOOD 87pst (SEE ANCHOR SCHEDULE FOR FRAMING ANY ACCEPTABLE ANCHOR)- FOR DESIGN LOADES GREATER THAN 87psf USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS @ 10' O.C. E BUILD-OUTE BUILD-ouT MOUNT CLOSURE DETAIL DETAIL N.T.S. 0.250" MAX 1.000" 0.063" (CONN TYPE O'063' AS READ) N 0 0.093" �'- 0.093" i rn 5.313' oo w w nBOTTOM "U" TRAC}S � o i x @w a O J Z X w �O LAST PANEL TYPICAL PANEL ABODE • BEFORE PANEL OBSTRUCTION • )BSTRUCTION OVERLAP • ...it «� I ~ BOTTOM £ z w U OUNT • • m' ONN TYPE • • Q4 SREQD) ---ram 4 A (LOCATION • " MAY VARY �s- 4 TOP MOUNT • • (CONN TYPE p O AS READ) ,x, m 15 PANEL BELOW N m OBSTRUCTION - o (CONN TYPE - L_ OPTIONAL 114-2 0 STITCH BOLTS WITH AS READ) WASHERED WINGNUTS FASTENED @ OVERLAPS @ MIDSPAN (USE APPROPRIATE SPAN TABLE) TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION NTS. EXISTING ALUM. ANGLE ®OR J-PAN CLOSURE CONCRETE HOLLOW,PIECE Q (SEE DETAILS ABOVE). BLOCK OR WOOD 0.500'LEG DIR CTI MAY BE REVERSED FRAMING /OVERLAP Z' ----Or $Ts ASTENER @ 15' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 87psf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN . LOADES GREATER THAN 87psf USE ALUM ANGLE CLOSURE EMBED PIECE ONLY WITH ANCHORS @ 10" O.C. PRODUCT R .NISI. ss complying with the n'l9d, DWIding CDdc Acceptance NDko 7LR8, on lute NT5. 0.250" MAX' EXISTING CONCRETE - HOLLOW BLOCK OR WQOD FRAMING ,t;i11!111 PIPING WANG; P.E. FLORIDP ts� NAITION FL" 55983 C.A.N. *677 m U �m ON 4) Z �pq � U Z Z � al Lo W N N z Zo bo Z Z :> • •mac •>' (� •� .V L w •••• •• • -� •••••• ui �■•• • W • • a 0 N > o () -j ¢ M o J Fr W � W Z N LLLLJ Q lL H a.Y U Z U 0Ln , W O o. 00 N 0 ^ Q VJ M_ p a � O J en W DAS � 06-02-16 9C AS NOfICO bRAtN YCY 12-M .�7AZ12- 32 C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING SHORT LEG MAY BE REVERSED TOWARDS THE OPENING EXISTING GLAZING EXISTING CONCRETE, 1- "` "" HOLLOW BLOCK ORKIIVREFERENCEANCHOR WOOD FRAMING SCHEDULET3 FOR MAX. (SEE ANCHOR SPACING SCHEDULET3 BASED ON TYPE OF STRUCTURE) G BUILD -OUT MOUNT SECTION N.T.S. �- 114-20 x 314' S.S. MACHINE SCREW ®12.5- O.C. EXISTING CONCRETE. HOLLOW C1 CONNECTION TYPE BLOCK OR WOOD FRAMING. ANCHORS TO BE AT 12.5E A TO (SEE ANCHOR SCHEDULE 6.25E O. ERENCE BASSO ON TYPE OF STRUCTURE) ANCHOR SCHEDULE T3 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY NI w "- zW EXISTING GLAZING _T 2 w 02 REQT) SEPARATION W 2 FROM GLASS 1 NO (REF.TABLE72) z Iif $ On U) EXISTING CONCRETE, �_ V4 - 20 x 314' S.S. HOLLOW BLOCK OR MACHINE SCREWS WOOD FRAMING @12.5' O.C. (SEE ANCHOR C2 CONNECTION TYPE SCHEDULE REFERENCE ANCHOR BASED ON TYPE SCHEDULE T3 FOR MAX. OF STRUCTURE) SPACING "F" TRACK /DIRECT MOUNT SECTION N.T.S. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING Z EQ EO STUD ANGLE 8 DIRECTION MAY BE REVERSED. AS SHOWN C2 CONNECTION TYPE REFERENCEANCHOR SCHEDULE 13 FOR MAX SPACING cp 0 6 6 EQ EO OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) EXISTING GLAZING REQ'D GLASS SEPAR.DIST (SEE TABLE T2 FOR MIN.) EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEEANCHOR SCHEDULET3 BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEEANCHORSCHED. BASED ON TYPE OF STRUCTURE C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 73 FO R MAX SPACING 0 N 0 aw OL oZ) o � ww w= au In 114 - 20x 314' S.S. -MACHINE SCREW W1 WTGNUT @12.6" O.C. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING WALL MOUNT SECTION HN.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C4 CONNECTION TYPE REFERENCE ANCHOR SCHEOLLE T3 FOR MAX. SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING l CEILING/FLOOR MOUNT SECTION N.T.S. MAXIMUM ALLOWABLE MINIMUM SEPARATION SPAN SCHEDULE T FROM GLASS SCHEDULE T1 LOAD LOAD No Stitch Bolts LMAX(R) Stitch Bolts AT Wdspan LMAX(II) 25 10'-7" 10'-7" 30 10'-5" 10'-5" 35 10'-0" 10'-0" 39 9'-9. 9'-9. 40 9'-811 9'-8' 45 9'-4- 9'-5" 86-1-91°"' 96'-''-39" 50 8'-10" 9'-2' 55 8-5" 8'-11"" 58 8'-10' s677o50249 6-s" T-9" 8-3" T-6" T-8' T-4' T-6" 75 T-2' T-2' B0 90 6'-0" 61-0" 100 5'-4" 5'4' 101 4'-10" 4'-10" 102 4'-6" 4-6" 130 4'-1" 1 4'-1" SPAN SCHEDULE NOTES: 1.ENTERSPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2.INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD EXISTING GLAZING 0KTRUSS MOUNT SECTION N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) Positive Load (PSF) Span Less Than Separation (Inches) at<=30' Separation (mches) ath30' 30 6*-0" 2.75' 1.22" 81-8" 2.75' 1.94' 10'-5" 3.00" 3.00" 35 61-0' 2.75' 1.26" 8'-8" 2.75E 2.10' 10'-0" 3.00" 3.00" 40 6'-0" 2.75E 1.29" 8'-8" 2.75' 2.26' 9'-8" 3.00" 3.00" 45 6'-0' 2.75' 1.32" 8'-8" 2.75" 2.41" 9'-4- 2.92" 2.92" 50 6'-0" 1 2.75" 1.36" 8'-10" 2.75" 2.73" 64 6'-0" 2.75" 1.43" 8'-1" 2.75" 2.44" 70 6'-0" 2.75" 1.51" T-0" 2.75" 2.24" TABLE T2 NOTES: 1.ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 23NTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. STEEL TUBE TO BOTTOM TRUSS CHORDS W1(3)114"x2' EMBED LAG SCREW @ EACH TRUSS (24- O.C. MAX) 'U' HEADER TO ROLLED STEEL TUBE WICENTER LAG (AS DESCRIBED ABOVE) @ TRUSSES 4'4 S.M.S TO PLATE @ 6' O.C. BETWEEN TRUSSES ALUM OR GALV STEEL SPACEI AS REO'D. C1 CONNECTION TYPE ANCHORS TO BE AT 12.5E OR 626' O C. (SCHEDULE T3 FOR MAX.SPACING) USE REMOVABLE ANCHORS ONLY 1 - EXTERIOR WALL FINISH. 1� PROTRUDING FROM MOUNTING SURFACE L OFFSET WALL MOUNT SECTION N.T.S. PRODUCT REVISED as Complying with the Florida $uilding Cot):. Acceptance Aio/5 ;a 6- A_ 06 PENETRATION EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) CS CONNECTION TYPE REFERENCEANCHOR SCHEDULE T4 FOR MAX, SPACING EXISTING GLAZING EXISTING GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C6 CONNECTION TYPE REFERENCEANCHOR SCHEDULE T4 FOR MAX. SPACING M WALL MOUNT SECTION WALL MOUNT TRACKS.N.T.S- EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) REO'D GLASS SEPAR.DIST (SEE TABLE T2 FOR MIN.) 0.500' LU ZwZm IL a it on W y = W N w rJ) z 0. U) i HEADER TRACK ISOMETRIC TOP TRACK N.T.S L_ (1) 1'x 2' x 0.092x 1-3.14" C7 CONNECTION TYPE ANGLE @ ENO W1(2) REFERENCE ANCHOR 8 54 SMS TO TRACK SCHEDULE T4 FOR MAX. SPACING CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK C7 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING L CEILINGIFLOOR MOUNT SECTION 111 NTS EXISTING CONCRETE. HOLLOW EXISTING CONCRETE. HOLLOW (SEE ANCHOR SCHEDULE BLOCK WOOD FRAMING. BLOCK OR WOOD FRAMING. BASED ON TYPE OF STRUCTURE) PENETRATION (SEE ANCHOR SCHEDULE OR EMBED BASED ON TYPE OF STRUCTURE) CS CONNECTION TYPE REFERENCEANCHR TO 30 d gBMAX LEG E SENT cSPACING SCHEDULE T4 FOROMAX. LCS CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX, SPACING EXISTING / w GLAZING i j REO'D GLASS r A z SEPAR.DiST (SEETABLE x 2 W T2 FOR MIN.) W � W C7 CONN TYPE W N REFANCHOR SCHED. Ul Z CT4 FOR MAX.SPACING 0. Uj REO'D CLASS SEPAR.DIST (SEE TABLE T2 FOR MIN.) Z u O EXISTING N 0¢ GLAZING g20 Z �w 1---1 1 � � ?(i)HEADEREND @ ENO W/(2)414 SMS TO TRACK 0.625" 0. 8 5' P M0875' 0 5�- OPTIONAL PLASTIC KNOB fan usean�rmm msoe auurv�as� OPTION A: (3)114' ELCO PANELMATES AT BOTTOM OFF ADJACENT PANEL \7 365, EXISTING CONCRETE. HOLLOW BLOCK OR 1 WOOD FRAMING w o (SEE ANCHOR 16 SCHEDULE BASED ON TYPE EMBED = FASTEN EACH PANEL ADJACENT TO LAST i LEG MAY BE BENT OF STRUCTURE) PANEL @ BOTTOM WI(2) ELCO PANELMATES TO 30 deg MAX 6 (1) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. DIRECT WALL MOUNT SECTION �HEADERISILL MOUNT SECTION n Ir BOTTOMDIRECTWALLMOUNT TRAP MOUNT TRACKS ONANGLE.N.T.S. (REF.DETAIL'S').N.T.S. ADJACENT PANEL TYP 12.5' OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON-STRUCTURAL.SEE DETAIL TO LEFT) 1'x 0.30' PERFORATION AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND/OR PLASTIC KNOBS TOP "H' TRACK OR TOP'U' TRACK (FASTEN TO STRUCTUREPER SECTIONS TO LEFT) BOTTOM'H' TRACK OR BOTTOM'U' TRACK(FASTEN • TO• • STRUCTURE PER DETAILS M. N 8 O TO LEFT) • • • • ••• ••• •••• • METRIC ' • •' LAST PANEL MOUNTED HFROM INSIDE OF BLDG EAOER @ �TOP PER DETAIL'P' TYPICAL OVERLAP PANEL (2) 114-20 S.S STITCH BOLTS W/ WINGNUTS OPTION B• (2)1/4- EACH SIDE OF LAST ELCO PANELMATE PANEL AT BOTTOM OF ADJACENT PANEL L OPTA: 2'x2' MAX NOTCH IN OPT,B. (1)i/4-20POWERS CALK-IN.CLOSEST70 LA$ � l I O O';/ LAST PANEL AROUND WINGNUT PANEL (NO NOTCH R J. 4J rA�j�U J * DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIRECT WALL MOUNT (REF DETAIL'P' ).N.T,S. PIPING WANG, P.E. PRODUCT REVISED Z FLOR% RSR W4t00N' L13 oomplying with the rFlc;ids 983 — -`� ' C.A.N. Building Code Acceptance )S . D 6 Expi tion Date 00, M' uct Control i JUN 0 2 205 T3 ANCHOR SPACING SCHEDULE I 2.5" EDGE DISTANCE F PANS UP TO 5.50ft SPANS UP TO 8.67ft SPANS UP TO 10.671t j ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE / s (p w N C1 C2 C3 C4 Cl C2 C3 C4 Cl C2 C3 C4 114" xl-314" EMBED 39 12.5" 16.0' 16.0" 16.0' 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 11.9" 13.5" ELCO TAPCON 49 12.5" 16.0" 16.0" 16.0' 12.5' 16.0" 11.6" 13.3" 12.5-16.0- 8.4" 10.7" (MIN 3320 PSI CONC) 58 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 8.9' 11.1" 12.5" 16.0" 8.0" 10.3" Tcap(ib) = 483.00 72 12.5" 16.0" 13.0' 14.3' 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap(lb) = 475.00 136 12.5" 16.0' 8.0' 10.3" 12.5' 16.0' 8.0" 10.3' 12.5" 16.0" 8.0° 10.3" w 1/4" xl-7/8" EMBED 39 12.5' 16.0" 16.0" 16.0" 12.5' 16.0" 15.2" 15.0" 12.5' 16.0' 10.6" 12.1" w ALL -POINTS SOLID -SET 49 12.5" 16.0" 16.0" 16.0' 12.5' 16.0" 10.2" 11.8' 12,5" 16.0' 7.5" 9.5" LEAD SHIELD ANCHOR 58 12.5" 16.0' 16.0' 16.0' 12.5" 16.0' 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" z Tcap(lb) = 428 72 12.5" 16.0" 11.5" 12.7" 12.5-16.0- 7.1" 9.2' 12.5" 16.0" 7.1" 9.2" U Vcap(lb) = 429 130 12.5" 16.0" 7.1' 9.2" 12.5' 16.0" 7.1" 9.2' 12.5" 16.0" 7.1" 9.2" 114" xl-2" EMBED 39 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 13.3" 15.7" 12.5" 16.0' 9.2-12.6- ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0' 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) 58 12.5" 16.0" 14.9" 16.0" 12.5" 16 0' 6.9" 10.4' 12.5" 16.0" 6.2" 9.6" Tcap(lb) = 372.00 72 12.5' 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5' 16.0' 6.2' 9.6' Vcap(lb) = 565.00 1 130 12.5" 16.0" 6.2- 9.6" 12.5" 16.W 6.2" 9.6" 12.5.16.0" 6.2" 9.6' 0 1/4" xl-1/4' EMBED ELCO TAPCON Tcap(lb) = 218.00 Vcap(lb) = 398.00 39 49 58 72 130 110.0' 12.8" 12.8' 12.6' 10.0" 12.8" 10.1" 10.0" 10.0" 12.8" 6.9" 8.4" 10.0' 10,5" 4.7' 6.6" 5.0" 7.7" 4.8" 10.0" 12.4" 6.2" 7.9' 5.0" 9.8' 4.2" 6.1" 5.0" 8.3" 3.2" 5.2" 5.0' 7.7" 4.8" 5.0" 7.7" 4.8" 10.0" 10.0" 4.3" 6.3' 5.0" 8.0" 3.0' 4.9" 5.0" 7.7 4.8" 5.0' 7.7° 4.8" 5.0" 7.7° 4-8" 114" x1-7/8" EMBED 39 10.0' 12.8" 12.8" 12.8" 10.0" 12.8" 10.1" 8.2" 10.0' 12.8" 7.0' 6.6' m ALL -POINTS SOLID -SET 49 10.0' 12.8" 12.8" i0.4" 10.0" 12.8" 6.8" 6.5" 10.0" 12.8" 4.9" 5.2' z LEAD SHIELD ANCHOR 58 10.0" 12.8" 11.4" 8.8" 10.0' 12.8" 5.2" 5.5" 10.0" 12.7" 4.7" 5.1" O Tcap(lb) = 358 72 10.0" 12.8" 7.6" 7.0" 10.0" 12.7" 4.7" 5.1" 10.0' 12.7" 4.7" 5.1' Vcap(lb) = 249 130 10.0" 12.7" 4.7" 5.1' %0' 12.7" 4.7" 5.1' 10.0" 12.7" 4.7" 5.1" 0 39 T 5.0' 9.4" 4.0" 4 9" 1/4" xl-1/4" EMBED 10.0" 12.8" 12.8' 9.7" 10.0" 11.6" 5.8" 6.1" JO ELCO PANELMATE 49 10.0' 12.8" 9.5' 7.7" 5.0' 9.2" 3.9" 4.8" 5.0" 7.5" 3.9" �c 58 10.0" 12.3" 6.5" 6.4" 5.0" 7.8" 3.0' 4.0" 5.0" 7.2" 3.7" Tcap(lb) = 204.75 72 5.0" 9.9" 4.4" 5.2' 5.0" 7.2' 3.7' 5.0" 7.2' 3.7" Vcap(lb) = 233.50 130 5.0" 7.2' 3.7" 5.0" 7.2' 3.7" 5.0" 7.2" 3.7" 1 0.75" EDGE DISTANCE 114" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5' 16.0' 12.8" 4.8" 12.5" 16.0" 8 9" " PENETR.LAG SCREW 49 12.5" 16.0" 16.0" 6.0'. 12.5' 16.0' 8.6" 3.8" 12.5' 16.0" 6.3" 58 12.5" 16.0" 14.4" 5,1" 12.5' 16.0' 6.6" 3.2" 12.5' 16.0" 6.0" Tcap(lb) = 359.53 72 12:5" 16.0" 9.6" 4.1" 12.5" 16.0' 6.0' 12.5" 16.0' 6.0" #3.V Vcap(lb) = 82.97 130 12.5" 16.0" 6.0" 12.5" 16.0" 6.0" 12.5' 16.0" 6.0" #14 x 1.112" THREAD 39 12.5' 16.0" 16A" 7.7" 12.5' 16.0" 8,3' 4.8' 12.5" 18.5" 5.8'PENETR.WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 13.2' 5.6" 3.8' 6-25" 10.7" 4.1" 58 12.5" 16.0" 9.3" 5.1" 6.25' 11.2' 443.2'6.25' 10.4' 3.9' Tcap(lb) = 234.00 Vcap(Ib) = 96.74 72 130 12,5" 14.2" 6.3" 4.1" 6.25'10.4" 3.9" 6,25' 10.4" 36.25" 6.25" 10A" 36.25' 10.4' 39' 10A 3.9' 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7' 6.6' 71W x 5/8" EMBED 39 12.5" 16 0" 16.0" 13.0" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5' 13.1" 5.5" 6.4' 6.25" 10.6" 4.0" 5.2' 114-20 SCREW 58 12.5" 16.W 92" 8.7" 6.25" 11.1- 4,3" 5.4" 6.25" 10.3" 3.8- 5.0' Tcap(lb) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8' 5.0" 6.25" 10.3" 3.8" 5.0' Vcap(lb) = 232.50 130 6.25" 10.3' 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25' 10.3" 3.8" 5.0' ANCHOR NOTES: (I ANCHOR SPACING SCHEDULE 1 (INSIDE MOUNT PANELS. WALL MOUNT) ANCHOR LOAD �(psf) ELCO TAPCON (MIN 3320PSI CONC) Tcap(lb) = 483.00 Vcap(lb) = 475.00 45 55 65 72 uW 1/4" xi-7/8" EMBED 39 ALL -POINTS SOLID -SET 45 ir LEAD SHIELD ANCHOR 55 z Tcap(lb) = 428.00 65 U Vcap(lb) = 429.00 72 1/4" xl-2" EMBED 39 ELCO PANELMATE 45 (MIN 3350 PSI CONC) 55 Tcap(lb) = 372.00 65 Vcap(lb) = 565.00 1 72 2.5" EDGE DISTANCE SPANS UP TO SPANS UP TO 5.50ft 8.614 CONN TYPE CONN TYPE C5 C6 C5 C6 16.0" 16.0" 16.0" 16.0" 16.0" 16.0' 11.4" 16.0" 16.0" 16.0" 7.5" 16.0" 14.2' 16.0" 6.0" 16.0" 11.0" 16.0" 6.0" 16.0" 16.0' 16.0" 14.8" 16.0' 16.0' 16.0" 10.1" 16.0' 16.0" 16.0" 6.6' 16.0" 12.6' 16.0" 5.3" 16.0' 9.8" 16.0" 5.3" 16.0" 16.0" 16.0" 12.9" 16.0" 16.0' 16.0' 8.8" 16.0" 16.0" 16.0" 5.8" 16.0" 11.0' 16.0' 4.6" 16.0" 8.5" 16.0" 4.6" 16.0" 1/4' xi-1/4" EMBED 39 12.8" 12.8" 6.0" 12.4" ELCO TAPCON 49 12.8" 12.8' 4.1' 10.7" 58 8.8' 12.8' 8.8" Tcap(lb) = 218.00 72 5.1' 11.6" 7.7" cYi Vcap(lb) = 398.00 1130 4.0' 10.5" 7.7" i 114" xl-7/8" EMBED 39 12.8' 12.8" 9.9" 12.8' U ALL -POINTS SOLID -SET 49 12.8' 12.8 6.8" 12.8" LEAD SHIELD ANCHOR 58 1128, 12.8" 4.4" 12.8" U Tcap(lb) = 358.00 72 8.4" 12.8" 3.5' Vcap(ib) = 249.00 130 6-5" 12.8" 3.5" 12.7' O 39 12.8" 12.8" 5.6" 11.6" 1/4'xt-1/4'EMBED 0 ELCO PANELMATE 49 .12.8* 12.8" 3.8" 10.0" _ 58 8.2" 12.8" 8.2' Tcap(lb) = 204.75 72 4.8 10.9" 7.2" Vcap(lb) = 233.50 130 3.7' 9.9" 7.2" F_ 0.75" EDGE DISTANCE 1/4" x 2" THREAD 39 16.0" 16.0" 12.4" 16.0" PENETR.LAG SCREW 45 16.0" 16.0" 8.5" 16.0" 55 16.0' 15.0" 5.6" 16.0" Tcap(lb) = 359.53 65 1 106" 16.0" 4.4" 16.0" Vcap(lb) = 82.97 72 82' 16.0' 4.4" 16.0" #14 x -1-1/2- THREAD 39 16.0' 16.0' 8.1" 16.0" a PENETR.WOOD SCREW 45 16.0' 16.0" 5.5" 14.4" 0 55 11.8' 16.0' 3.6" 11.8" Tcap(lb) = 234.00 65 8.9' 15.7" 10.4" Vcap(lb) = 96.74 72 5.3' 14.2" 10.4" 39 8.0' 16.0' 7116" x 518' EMBED 16.0' 16.0' BRASS BUSHING & 45 16.0" 16.0" 5.5" 14.2" 114-20 SCREW 55 11.7" 16.0' 3.6" 11.7" Tcap(lb) = 231.50 65 6.8' 15.5' 10.3" Vcap(lb) = 232.50 72 1 5.3' 14.0' 10.3' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE'T1'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 & 3 FOR IDENTIFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ��ANCHOR SPACING SCHEDULE _ 1 J (INSIDEMOUNTPANELS- TRAP MOUNT) 2.0" EDGE DISTANCE ~ SPANS UP TO SPANS UP TO H j ANCHOR LOAD 5.50f1 8.67R S2 cc {pSf) CONN TYPE CONN TYPE u� to C7 C8 C7 C8 1/4"xi-3/4'EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 332OPSI CONC) 55 15.2' 10.8" 9.6" 6.9" Tcap(lb) = 386.40 65 12.9" 9.2" 8,5" 6.0" Vcap(lb) = 380.60 72 11.6" 8.3" 8.5" 6.0' W 39 15.2' 10.8" 1/4'xl-7/8" EMBED 16.0" 16.0" tj ALL -POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" U LEAD SHIELD ANCHOR 55 16.0" 12.0" 10.8" 7.6" z Tcap(lb) = 428.00 65 14.4" 10.2" 9.5' 6.7' 00 Vcap(lb) = 429.00 72 13.0" 9 2" 9.5" 6.7" 39 16.0" 11.6" 1/4" xl-2' EMBED 10.3" 7.4' ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4' (MIN 3350 PSI CONC) 55 11.5" 8.2" 7.3" 5.2' Tcap(lb) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap(lb) = 282.50 72 1 8.8" 6.3' 1 6.4" 4.6" 1/4"xl-1/4"EMBED 39 10.0" 6.5" 6.4' 4.1" ELCO TAPCON 49 8J" 5.6" 5.5' 3.6" 58 7.1" 4.6" 4.5" 3.0" Tcap(lb)=174.00 72 6.0' 3.9" 4.0" tYj Vcap(lb) = 318.00 130 5.4" 3.6" 4,0' i/4' xl-7/8" EMBED 39 12.8' 9.8" 8.3" 6.2" -i v ALL -POINTS SOLID -SET 49 11.3" 8.5" 7.2" 5.4" y LEAD SHIELD ANCHOR 58 9.3" 6.9" 5.9' 4.4" O Tcap(lb) = 358.00 72 7.9' 5.9' 5.2" 3.9" Vcap(lb) = 249.00 130 7.1' 5.3" 52" 3.9" 0 5.6' 4.0" 1/4" xl-1/4" EMBED 39 8.9' 6.4" JO ELCO PANELMATE 49 7-7' 5.5" 4.9" 3.5' _ 58 8.3" 4.4" 4.0" Tcap(lb) = 201.50 72 5.3" 3.8' 3.5" Vcap(lb) = 198.50 1 130 1 4.8' 3.4" 1 3.5" F 0.75' EDGE DISTANCE 1/4" x 2' THREAD 39 7.5" 6.5" 4.8" 4.2" PENETR.LAG SCREW 45 6.5" 5.7" 4.1" 3.6 55 5.3" 4.6" 3.4" Tcap(lb) = 359.53 65 4.5" 3.9" Vcap(lb) = 82.97 72 4,1" 3.5" 39 4.9" 3.9" #14 x 1-1/2' THREAD 7.7" 6.2" a PENETR.WOOD SCREW 45 6.6" 5.4" 4.2" 3.4" 55 5.4" 4.4" 3.4" 3 Tcap(lb) = 234.00 65 4.6" 3.7" 3.0" Vcap(lb) = 96.74 72 4.1" 3.3" 3.0" 13.0' 9.2' 8.2' 5.8" 7/16" x 516" EMBED 39 BRASS BUSHING & 45 112' 8.0" 7.1" 5.1" 114.20SCREW 55 9.2" 6.5" 5-8" 4.1" Tcap(lb) = 231.50 65 7.8" 5.5" 5.1" 3.7" Vcap(lb) = 232.50 1 72 1 7.0" 5.0' 5.1" 3.7" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF " GJ r.l"{r!)/-; \�� NOMINAL 2" x 4" (MIN) WOOD STUD (3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE � �....vSF •. v SOUTHERN PINE, G=0.55 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. G 7.' DESIGNATED REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. G WANG PE EEITHER 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE NGWANG�l�P rLO EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). PRUpl1CTViSEi1h `"� L #55983 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 03 CMn l P YinB uillt tho �F3nT�da� C.A.N. ,!T8677 10. t! DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. Building Code A�ptancan�o _o S.4S` / t;o' ,SUN 0 2 2015 REVISIONS REV I DESCRIPTION DATE APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE # 1 0 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1 /2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO STRUCTURE INTERIOR WALL.. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: :...:. 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 • • • COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. ;•••�• THE ARCHITECT OR ENGINEER OF RECORD. ...��, �� C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMW�1.:.. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KS1 OR •••. .... ;"" PROVIDED. ALUMINUM 6063—T5 FU=30KS1 .048" THICK MINIMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT •••••• •••• ..:.. EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR �� " ••'••• GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1 /4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. •• ••• :��: 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. �•• 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 14 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 0711212016 MI WINDOWS AND DOORS Vt.. L0,��/,�� . 650 WEST MARKET STREET `\\\\S TABLE OF CONTENTS GRATZ, PA 17030-0370 `�� •%,\CENs0,•'9��i SHEET N0. DESCRIPTION 1 • SERIES 185 ALUMINUM SINGLE HUNG WINDOW ; *4_'9;4 52"X84" NON —IMPACT '•0�1 NOTES NOTES �yDOF •c�_ 2 — 4 ELEVATIONS i�i�'• Q► '.�� REV�0R1O� 5 13 INSTALLATION DETAILS DRAWN: DWG NO. �\ \�\ N.08SOE5460F SCLE /0NAL1��\�\\ 1 4 COMPONENT NITSDATE 12 09 1 4 1 4 / / REVISIONS + '. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1 -1 /2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1 X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1 .6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 14 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I REV I DESCRIPTION I DATE I APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/20161 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE # 10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1 /2'' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. • 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR :'•••• MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USf:tfl I'N • SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 •••••• • B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. •••••• •••••. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIM)"..• D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS1/FU=52KS1 OR ..'..' •.•• ; ALUMINUM 6063-T5 FU=30KS1 .048" THICK MINIMUM ...... TABLE OF CONTENTS 1 I SHEET NO. I DESCRIPTION 1 1 I NOTES 1 2- 4 1 ELEVATIONS 1 5 - 13 1 INSTALLATION DETAILS 14 1 COMPONENTS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT NOTES DRAWN: DWG NO. REV N.G. 08-02546 A SCALE NTS DATE 12/09/14 1 SHEET 1 OF 14 SIGNED: 0711212016 it.. L 0 N •••.'�,9�i * • o51 • TAT OF ...0.c�s ;c10 R10"t ��is�ONAL,�� REVISIONS WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT CYTCi2ln0 BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2" MIN EDGE DISTANCE 1 1 /4" MIN EMBEDMENT 1 /4" MAX. SHIM SPACE #10 WOOD SCREW 1 AMCC 1/'10 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MET"' STRUCTU BY OTHE APPROVED SEALANT CVTCOI/'10 BACKER ROD & APPROVED SEALANT M ETA STRUCTU R BY OTHER 3/4" MIN EDGE DISTANCE 1 /4" MAX. SHIM SPACE # 10 SMS OR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION IAITCGI/1G SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE I REV DESCRIPTION DATE APPROVED A I REVISED ANCHOR SPACING & CHARTS 07111/2016 R.L. 1 1 /4" MIN. 1 /4" MAX. EMBEDMENT SHIM SPACE 1 /+2 " MIN EDGE DISTANCE # 10 WOOD SCREW INTERIOR WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT .•- JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION ...:.. 1 /4" MAX. SHIM SPACE # 1 o s M s OR SELF DRILLING INTERIOR SCREWS 3/4" MIN. EDGE DISTANCE EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRAWN: DWG NO. REV N.G. 08-02546 A SCALE NTS DATE 12/09 / 14 SHEET 5 OF 14 •••••• •• • SIGNED: 0711212016 11�10 • .... ool �44 zo� •O crz: TAT 0 F `.'kid` �� '.�OR10P•�'�� iis�0NAl1�?��`� CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKEF & APPI SE BACKER ROD & APPROVED SEALANT OPTIONAL IX BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 1 /')" AAINI EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE I Q a d a a a a d a a� a a d a a e a d ° a 8 a d _ VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. MIN. v1ENT 1 1 /4" MIN. EMBEDMENT 1/4" MAX. CONCRETE/MASONRY SHIM SPACE BY OTHERS p ° p v ° p p 3/16" TAPCON pa ° a p a INTERIOR .. .. .. . .... . MIN. p EDGE • v •••• DISTANCE ° p EXTERIOR '..'•: ..."' • BACKER ROD & APPROVED OPTIONAL 1 X BUCK SEALANT SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 MI WINDOWS AND DOORS \o\lllll_l//ii/, R'• ; 0�1q�i� 650 WEST MARKET STREET `��J�S GRATZ, PA 17030-0370 `��,,•��GENs-••s�� SERIES 185 ALUMINUM SINGLE HUNG WINDOW 51 •• *4.-TAT 52"X84" NON—IMPACTcc o FLANGE INSTALLATION DETAILS WITHOUT FILLERS __ � OF + io'�••;cl DRAWN: DWG NO. REV NAG 08 025660F A ��jsj0NAI0?��`� NTS DATE 12/09/14 SHEET 14 REVISIONS WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT RIGID FILLER EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 /2" MIN EDGE DISTANCE 1 1 /4" MIN EMBEDMENT 1 /4" MAX. SHIM SPACE #10 WOOD SCREW INTERIOR MET^' STRUCTU BY OTHE APPROVED SEALANT RIGID FILLER CVTCOI/lO SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. BACKER ROD SHIM SPACE & APPROVED r SEALANT i VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 M ETA STRUCTU R BY OTHER 3/4" MIN EDGE DISTANCE 1 /4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW 11.1wI.1-f 7/i7.1 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE REV I DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. 1 1 /4" MIN. 1 /4" MAX. EMBEDMENT SHIM SPACE i 1/2" MIN EDGE DISTANCE #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS METAL STRUCTURE BY OTHERS #10 SMS OR SELF DRILLING SCREWS 3/4" MIN. EDGE DISTANCE �- BACKER ROD RIGID & APPROVED FILLER SEALANT JAMB INSTALLATION DETAIL IA ITrri/t'%rl CVTCO I/l0 WOOD FRAMING OR 2X BUCK INSTALLATION RIGID FILLER 1 /4" MAX. SHIM SPACE I jM& rm.ff.7/-T.1 BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE INSTALLATION DETAILS WITH FILLERS DRAWN: DWG NO. REV N.G. 08-02546 A SCALE NITS DATE 12 /09 / 14 SHEET 7 OF 14 ...... . .... • • ....• ....• .... 0000 • •• •• •• • •••• • SIGNED: 0711212016 RlllC 0 * o51 4-TAT" OFip ; CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER RO[ & APPROVE[ SEALAN RI( FILL BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS EXTERIOR ') 1 /')" AAINI INTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE d a d d a a a a a d G d a Q d C o a d d 8 a a d _ d _ VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. MIN. v1ENT 1 1 /4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK ° SEE NOTES 3 — 7 ° SHEET 1 D v p 3/16" TAPCON p D° 1/4" MAX. v p a SHIM SPACE INTERIOR • a •••••• • • •••• v •••• •••• • • • • • • 2 1 /2 v •••••• •••• 0 •••• MIN. D .. .. .. .... . EDGE a 0..�.� • DISTANCE v ' • • • •••••• •••• o EXTERIOR•••• ••• • ' BACKER ROD RIGID & APPROVED FILLER SEALANT JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE INSTALLATION DETAILS WITH FILLER DRAWN: DWG NO. N.G. 08-02546 SCALE NTS DATE 12/09/14 1 SHEET OF 14 SIGNED: 0711212016 0 s* 0 •*� TAT OF , REV %�'�'Fs ;c10R14P.G`\�� A �is/0;- �� WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS METAL STRUCTURE BY OTHERS APPROVED SEALANT ttIV vY�JD SCREW CVTC� I/l0 INTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT BACKER ROE 1 /4" MAX. & APPROVEE r� SHIM SPACE SEALANT I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 M ETAL STRUCTURE BY OTHERS REV 3/4" MIN A �I EDGE DISTANCE 1 1 /4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE tt I u �iS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE 1/2" MIN EDGE DISTANCE #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS #10 SMS OR SELF DRILLING SCREWS 3/4" MIN, EDGE DISTANCE t METAL STRUCTURE BY OTHERS REVISIONS DESCRIPTION REVISED ANCHOR SPACING & CHARTS 1 /4" MAX. SHIM SPACE IAITCOI/'lO r-vrr n 1^ n DATE APPROVED 07/11/2016 R.L. BACKER ROD • •••• & APPROVED SEALANT • • 0:0:60 . .00. JAMB INSTALLATION DETAIL • 000000 WOOD FRAMING OR 2X BUCK INSTALLATION • • • • ' 000000 ' 1 /4" MAX. 60:00: •..:.• ... " " •• •••' • SHIM SPACE INTERIOR' • ' :...:. "" •00 CVTCm l/lO BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS DRAWN: DWG NO. REV N.G. 08-02546 A SCALE NTS DATE 12 /09 / 1 4 1 SHEET 9 OF 14 SIGNED: 0711212016 \��1R I IL 0 4E �r • o5 • 5TATE OF • t�, 'i�'��t►S; :c� 0 R10P G�'�\�� is�ONAI,��`� 2 1 /2" MIN. EDGE DISTANCE CONCRETE/MASONRY d ° BY OTHERS a ° a ° OPTIONAL 1 X BUCK d d ° ° ° d 1 1 /4" MIN. SEE NOTES 3 — 7 ° EMBEDMENT ' SHEET 1 1 /4" MAX. BACKER ROD SHIM SPACE & APPROVED SEALANT EXTERIOR 3/ 1 6" TAPCON INTERIOR SILL TO BE SET IN A BED OF BACKER ROD APPROVED & APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL 1 X BUCK 1 /4" MAX. SEE NOTE 3 — 7 SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS \ ° ° ° ° °Q d °° a ° d ° d ° ° a ° d 8 ° ° VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV I DESCRIPTION DATE APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L. 1 1 /4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK D SEE NOTES 3 — 7 a SHEET 1 D D O 3/16" TAPCON °v 1/4" MAX. SHIM SPACE D D INTERIOR a D � v v 2 1 /2" D MIN. a EDGE v DISTANCE D D v 11 a EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 • •••• •••• •••• • •••••• •••• •••• .... .. . .... .••••• • • •• SIGNED: 0711212016 MI WINDOWS AND DOORS 650 WEST MARKET STREET `��J�S P. • L0�9//� GRATZ, PA 17030-0370 s+ 'G N •r SERIES 185 ALUMINUM SINGLE HUNG WINDOW _ *• o5 52"X84" NON -IMPACT =,0• _ FINLESS INSTALLATION DETAILS WITHOUT FILLER TAT OF cr� DRAWN: DWG N0. REV N1 AG DATE 08 s02546 A NTS 12/09/14 10 OF 14 REVISIONS WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT RIGID FILLER CVTCO // %m BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS I / ') " XAINI M ETAI STRUCTURE BY OTHER`. APPROVE[ SEALAN- ft I u vvuUD SCREW RIGID FILLER rv-rrr)ltnr1l IA/TCOI/lO SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. BACKER RO[ SHIM SPACE & APPROVE[ r SEALANI i VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 M ETAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE REV I DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L. 1 /4" MAX. 1 1 /4" MIN. SHIM SPACE EMBEDMENT It I u _)iS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION i 1 /2" MIN EDGE DISTANCE # 1 0 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS M ETAL STRUCTURE BY OTHERS #10 SMS OR SELF DRILLING SCREWS 1 /4" MAX. SHIM SPACE IAITCOIPIO = v_r=m I/*% m BACKER ROD :••••• & APPROVED • RIGID �0 *0:00 • SEALANT ••��•• FILLER JAMB INSTALLATION DETAIL 0 0 0 0* 0 • WOOD FRAMING OR 2X BUCK INSTALLATION • • • • ' 000000 0000 ' 1 /4" MAX. ...... .... ..:. SHIM SPACE .. " •••• • INTERIOR :•••:• '�•� 4 3/4" SILL TO BE SET MIN. IN A BED OF EDGE APPROVED DISTANCE EXTERIOR STRUCTURAL 1 SEALANT 1 /4" MAX. RIGID BACKER ROD SHIM SPACE FILLER & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FINLESS INSTALLATION DETAILS WITH FILLERS DRAWN: DWG NO. REV N.G. 08-02546 A SCALE NITS DATE 12/09/1 4 1 SHEET 1 1 OF 14 SIGNED: 0711212016 Rl l lL O��i// ''N �5••••.�J �i v •��G E N SF•gcf��`� * 051 4-TAT OF ...40 z a OR Met //iiszoIJAL 0\\\ CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT RIGID FILLER 2 1/2" MIN. EDGE DISTANCE a d Cd a ° a ° a a a d a �4 1 1/4" MIN. EMBEDMENT EXTERIOR 1 /4" MAX. SHIM SPACE 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF BACKER ROD APPROVED & APPROVED STRUCTURAL SEALANT SEALANT OPTIONAL IX BUCK 1 /4" MAX. SEE NOTE 3 — 7 SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS \ ° ° ° G °Q d a a a o d � 8 a a. a a VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1 /4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS ° a ° ° ° a 3/16" TAPCON - ° v a 0 0 � v a 0 v v v 2 1 /2" ° MIN. a EDGE a DISTANCE ° EXTERIOR v V a BACKER ROD RIGID & APPROVED FILLER SEALANT JAMB INSTALLATION DETAIL REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/2016 R.L. OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 1 /4" MAX. SHIM SPACE INTERIOR CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 • •••• •••• •••• • .... .. . .... . SIGNED: 0711212016 MI WINDOWS AND DOORS 650 WEST MARKET STREET `�\�J�$ R• C0�lJ79 GRATZ, PA 17030-0370 ` v••��GENS4p••cf�'r� SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 61 •• 52"X84" NON —IMPACT — FINLESS INSTALLATION DETAILS WITH FILLER TAT OF •�'` • i DRAWN: DWG NO. REV �/0�� OR1OP• N. DATE 08 502546 A ��iiss�ONAL `� NTS 12/09/14 12 OF 14 fllllll REVISIONS #8 WOOD SCREW .7/16" MIN EDGE DISTAN EXT 7/16" MIN EDGE DISTANCE #8 WOOD SCREW 1 1 IA" AAINI tMt ILUMtiN I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1 /4" MAX. I� SHIM SPACE I WOOD FRAMIN^ BY OTHEF 1 tv EMBE #8 WC SCR 7/16" MIN EDGE DISTANCE 1 /4" MAX C VTG r3/P10 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REV DESCRIPTION DATE APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/2016 R.L. 1 /4" MAX NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 WOOD FRAMING BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 [DRAWN: 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN INSTALLATION DETAILS DWG NO. REV 08-02546 A DATE 12 /09 / 14 SHEET 13 OF 14 .... .... .... ...... .... .... .... .. . .... . • SIGNED: 0711212016 0 4-TATo51 OF oaf 'h�S' :cZOR1'DP 0 AL��`� "01 • ► REVISIONS 2 3/16 1 7/8" 3•/16" 2 3/16" P t FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050" THICK 2 5/16" ---1 3 3/8 FLANGE FRAME SILL CM-18502 ALUMINUM 6063-T5.055" THICK 1 5/8" 1 3/4" LOCK RAIUSTILE CM-18505 ALUMINUM 6063-T5.062" THICK 3/16" 1" GLAZING BEAD V-663 RIGID PVC .060" THICK FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050" THICK 2 5/16" —I 2 13/16 FINLESS FRAME SILL CM-18554 ALUMINUM 6063-T5.055" THICK 1 7/ 1 6" 2 5/16" SASH BOTTOM RAIL CM-18555 ALUMINUM 6063-T5.050" THICK 15/16" 5/8" LT GLAZING NG BEAD V-185 RIGID PVC .050" THICK 1 5/16" FINLESS FRAME HEAD CM-18553 ALUMINUM 6063-T5.050" THICK 3 2 5/16" -- FIN FRAME SILL CM-18509 ALUMINUM 6063-T5.055" THICK 2' MEETING RAIL CM-18504 ALUMINUM 6063-T5.055" THICK 1 3/8" 15/16" -� SASH STILE CM-18507 ALUMINUM 6063-T5.050" THICK FINLESS FRAME JAMB CM-18513 ALUMINUM 6063-T5.050" THICK 2 2 3/16" FIN FRAME HEAD CM-18508 ALUMINUM 6063-T5.050" THICK 2 3/8" 2 3/16" FIN FRAME JAMB CM-18510 ALUMINUM 6063-T5.050" THICK I REV I DESCRIPTION I DATE I APPROVED A I REVISED ANCHOR SPACING & CHARTS 1 07/11/20161 R.L. 5/81, 1 /8" ANN. 1 /8" ANN. META[, RE#f FORCED ,BUTYL:'�MCER EXTERIOR '••• ' :•••�• •..•:• . -/A feRIOR ' . • 5/8" BITE ...• SILICQP��••. ��„• •,...SEALA"O* •••• ��0„' 00 SETTING BLOCK .•.••• ' ' GLAZING DETAIL q� :""' :...• 3/16" ANN •� EXTERIOR INTERIOR 5/8" BITE SILICONE SEALANT SETTING BLOCK GLAZING DETAIL B MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT COMPONENTS DRAWN: DWG NO. REV N.G. 08-02546 A SCALE NTS DATE 12 /09 / 1 4 SHEET 14 OF 14 SIGNED: 0711212016 P. I IL 0 �••�,�GEN`st`••�' =ir• 0 •#_ o, ,TAT ,0101YAI.`��