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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: T DATE FILED: oL 1''S ��� PLAN REVIEW FE : ,CS 91 RECEIPT NO.: 9— PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP, NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34992-5652 SAC 772-462-1553 A Ot APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION �yl LOCATION/SITE ADDRESS: loc'j 121 S p I'MS LaVe L -p-C , -v*. kt _rm t 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: In COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Lt Lo +wD Q Loci- tad Ll h eAcLW C �kMJ -i -fin h"gc 8(cb 06cXqA Fcr &.ure SLr,0- . e,nr .� C r le o f wad Ott-kharvn f bat meth 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [] NEW CONSTRUCTION RESIDENTIAL OTHER (SPECIFY) )� EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] COMMERCIAL [ ] .INDUSTRIAL 13. DESCRIPTION OF PROPOSED USE: ti90kL'k ftm iLicAS Q(c,r6arn Q,. SQ. FT OF CONSTRUCTION: 16. VALUE OF CONSTRUCTION: $ 1 a b%z 15. SF. FT 1 st FLOOR: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 NAME: k6eccr' LJ ADDRESS: Vg3 l a S cis 4 Tar CITY: Tk. Qke-ce STATE: 1FWyic1(1 ZIP: Z41161 PHONE (DAYTIME): �� Ssi ' (0�7 (3 Email: r'Q-be(c.4 t nd 6') 44K Uo .C-4n IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): U CONTRACTOR NNFOliSMA71ON ST. of FL REG.CERT #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): (_ ) ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): STATE: FAX NO. STATE: BONDING COMPANY: ADDRESS: CITY: STATE: MORTGAGE LENDER: ADDRESS: CITY: STATE: ST. LUCIE COUNTY CERT #: Email: ZIP: ZIP: ZIP: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you -by mail. _ i i � i CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the pen -nit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building pen -nit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OR CONTRACTOR SIGNATURE STATE OF FLORIDA pp N COUNTY OF�— The foregoing instrument was acknowledged before me this tc�_ day of who is personally known ✓ or has produced �A as identification. Signature of Notary Commission No.,D DU c,,P-19 J (Seal) CONTRACTOR SIGNATURE STATE OF FLORID COUNTY OF The foregoing instrument was acknowledged before me this _ day of _ _ , 20. , by who is personally known or has produced as identification. Signature of Notary Commission No. (Seal) �FaY DIANA MICHEU.E MOSES '= ; , . ` MY COMMISSION # DD 896291 NOTE: TWO (2) S11�NA'T. ; ; s EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILI})ENG-kE R/BUILDER, THE OWNER MUST PERSONALLY APPEAR,TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. ' For specific in truetions see appropriate permit lhecUst. so so PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLET) LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, 13ta S03- CAn —WD 110 (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that m granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name (Please Print) (0I1413 Property Owner Sign a Date STATE OF FLORIDA, COUNTY OFWPI ICJ,C ^� ACKNOWLEDGED -BEFORE ME THIS DAY OF JI/y`'e 20 3 BY �� {���p L,,` -t J WHO IS PERSONALLY KNOWN TO MEFOR WHO HAS PRODUCED �Y �,.( IJIn .L✓ SIGNATM OF NOTARY PUBLIC DD D / COMMISSION NUMBER AS IDENTIFICATION. dam,Q n[), 0 00Ee s TYPE OR PRINT NOTARY (SEAL) L*n' DIANA MICHEL E MOSES SLCPDSD Revised 08/24 MY COMMISSION # DO 896291 EXPIRES: September 16,2013 Bonded Thru Notary Public Underwriters Planning & Development Services Department © Building & Code Regulations �1Q{;�" 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applic ble laws, ordinances, building codes, and zoning regulations. Initial — I understand that the building official and inspectors are not there to design or give advice on ho�}c,to meet the minimum code. Initial J� I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. InitialL I understand that if I compensate any person or company,for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the cost of the license. Initial — �__ I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relateedical cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this 1Gi day of of 2013 . Owner/Builder Sign t e STATE OF FLORIDA COUNTY OF 4 K,,,, The foregoing instrument was acknowledged before me this 9 5- day of _7r_, . , 20 3 , by (� e.h , � ), who is personally known v1 to me; or who has produced I / �� p ,, as identification. r G nn�c—��-C V�1 os2 S Signature of Notary Type or Print Name of Notary (Seal) Title: Notary Public Commission Number .66 s m ,Z SLCPDSD Revised 07/22/2010 pony .,,�''C Y D�/Vp�1�NIYIIVII�MOSE '47 MY COMMISSION # DI) 896291 EXPember 16,2013 l BondedThru Notary Public Underwriters OFFICE USE ONLY SECTION a TOWNSHIP 3 u S RANGE �tl MAP NO. ZONING V (� LAND USE p LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # (J IT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORM WATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE �'1 j� AREA FEE FEE J y (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE GENERAL :SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE _ SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED Q DATE a )3 ;� V7-"N COMPLETED INITIALS i Page 1 of 1 .ice% .hq?lZt%" cDrgmr � .. BUILDING & CODE SYSTEM You are logged in cDGls\humonreya 4r_—. aS: Vers7n 21.13A Property I Valuation I Property Alert I Edit Permit i Search Permit i Review i Inspection I Permit Fee/Payment, Misc Fee I Contractor I Reports ! Maint I Fiscal Post Date I NOTE: CANNOT change Permit Status to 'Issued' until Perini/Zonin/Renew fee has been assessed and paid for this Permi ; REVIEWS permit # Print Review Comments Form - All com Submit Query Print Print Review Comments Form - Non cot Enter Permit #: (Press ENTER) 1402-0165 1402-0165 Email Info For Reviewer Comments PERMIT INFORMATION Permit #: 1402-0165 Job Address: 6312 SPRING LAKE TER Parcel #: 1312-503-0133-000/6 Master Permit #: 0 Permit Type: IBUILDING (MISCELLANEOUS) Permit Status: jPendlng Job PUT UP TWO BLOCK WALLS TO ENCLOSE CURRENT PORCH, THEN HAVE SLAB POURED FOR Description: FUTURE SCREEN ENCLOSURE - CONCRETE PSI 3000, 411 THICKNESS, FIBERMESH. FINISH Date Issued: Issued By: 0 Date Finaled: 0 Finaled By: 0 REVIEWS Add Review Please Select A Review to Add or View Reviewer Comments Review Type I Status ............... j Reviewer 1 Date Sent :............... .............................................................. Date Started :...................................... I Date Completd Sent Commen Retumed Coml Date Last Cha Last Char .......................... ............ .t........................... ........ ....... ........... ...................... .............................._...... .......................... ....................... '.: .................... ...................................................... Select To Edit E Add Or View Delete ....................................... ....................... :FRONT COUNTER COMPLETE DEANNA 2/13/2014 I 2/13/2014 i . men REVIEW GIVENS ; (.. p_ ...._.............................................................._.............................:.............................._.._..:._.................._............._ F SelectTo ; Edit Add Or View ' Delete 2REEVVIEW 's COMPLETE _.............................. ................. ...........................i...................................................................... 2/13/2014 ' 2/18/2014 . ........................... ........................... ....r ... 2/18/2014 .. .... ............................ .................... 2/18/2014 johnsonl comments .......................... .................. .., ...Seixt .......................................... ........... ....i......._.................... ................... ........................... ........ .... .......................... ............. ......................................................_...._i........................ .............,..........................._........ '................. ...... .............. ......................... To Edit Add Add Or View ! Delete .. : COMPLETE ' BEN BALCER 2/13/2014 ' i 2/21/2014REVIEW i i ; 2/21/2014 balcerb Comments -: Select To Edit Add Or View ; Delete ! PLANSED i EXAMINER INCOMPLETE 2/18/2014 3/7/2014 , ,,._ E 3/7/2014 rosetry Comments n REVIEW : ROSEBERRY i....... Select To Edit Add Or View a Delete DOCUMENTS PENDING .. ....: IRVIE 2/24/2014 .............................................. ....... ' min n s i € MISSING SAUNDERS REVIEWER COMMENTS Add Reviewer Comments 3 Edit first 10 Comments/Compliance Dates Comment Compliance Date Date Entered Entered By Date Last Changed Last Changed By Ibere are no Review Comments listed for this Review. Select Review and click Aced Reviewer Comment . 04 din 7',J', http://code/(S(yhwcjOncl4geg5mhdud5hveq))/Add EditReview.aspx 3/25/2014 _.. . t . . St Lucie County In.sper itS 2300 Virginia Avenue Ft Pierce, FL. 34982 (7.72) 462— 4172 CERTIFICATE OF TERMITE. TREATMENT CONSTRUCTION •SOIL TREATMENT PERMIT # ��c ' �yoz y'�/_ JOB ADDRESS - 1,1111144 e,rl' a:!, BUILDER PEST CONTROL CONTRACTOR e_c.t eAmJ ,�Lezj' PEST CONTROL We, the undersigned,, hereby certify that we have pretreated the above -described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet of area treated. / `/ Percentage of solution: S� bate of treatment: Sr - AA / f' Footing ❑ I st Treatment ' e-treat Q-91 aL'i-st Treatment ❑ Re -treat ❑ Driveway ❑ 1st Treatment ❑ Re -treat ❑ Pools ❑ 1st Treatment ❑ Re -treat ❑ Other ❑. 1st Treatment ❑- Re -treat El Perimeter for NOTE: Chemicals used: cS''�-tom ;>'• Total gal Ions Used: t=s td /ZL"L' Time of Treatment- f!46 "C104.2.6 Certificate of Protetlive Treatment for prevention of termites. A .weather resistant jobsire posting board shall be provided to receive duplicate Treatment Cert fcates as each reguireed protective treatment is completed, providing a copy for the person the permit is issued to and another copy jar the building permit files The Treatment Certifieare shall provide the product cued, identity. of the applicator, time and date of the treamtent, site location, area treated chemical used percent concentration and number of gallons used, to establish a verifiable record of protective trearment. Jf the .roil chemlml barrier method far termite prevention is used, final exterior treatmenr shall be'eompleted prior to final building approval. St Lucie County requires for the final inspection Tor CO, a Permanent Sticker lb be placed on the electrical passel box cover, listing. all the treatments and dates of applications. Final Inspection Signature of exterminator There must be a completed form for each required treatment or re -treatment and this form must be an the job site to be picked up by the inspector at time of each inspection or the scheduled.inspection will fait and a re -inspection fee charged Revised 611310 dmg a; ResourcesCivil Engineerin g Group, Inc. Water 4) Land Development q) Civil En• - • March 17, 2014 TRANSMITTAL MEMORANDUM TO: Plan Review Section Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FI. 34982 SUBJECT: Alteration & Addition for House of Darryl 3. Lind FROM: Ed Avellaneda, P.E. Project Manager Office: (407) 428-9200 e-mail: cegtcr00@gmail.com VIA: Hand Delivered REMARKS: We are attaching the following information: • Three copies of written responses to City Plan Review Comments • Three (3) copies of Revised Construction Plans Please, contact me if additional information is required on this matter. ®�o%O��AV p P 0040 d S�TA"iE dam° ° O R °®e# ,J S I O IV aeeae��erl��� 2480 E. Michigan Street, Orlando, Florida 32806 4> Tel: (407) 428-9200, Fax: (407) 428-9222 *. €! Civil Engineering• March 17 - 2014 Case Information Permit Number: d40 �6,�,V5m, Permit type: BUILDING (MISCELLANEOUS) Primary Address: 6312 SPRING LAKE TERRACE FORT PIERCE, FL. 34951 Owner: HIGH TECH DUCT WORKS INC DARRYL LIND/REBECCA LIND Parcel: 1312-503-0133-000/6 REVIEWS AND COMMENTS PLANS EXAMINER REVIEW INCOMPLETE Ed Roseberry 3/7/2014 3/7/2014 Comment: SHOW COMPLIANCE WITH R301.2.1.2 OPENING PROTECTION REQUIREMENT. SEE SHEET A-2 3/7/2014 Comment: SUBMIT FLA PRODUCT APPROVALS, OR FUNOA NUMBERS NOTED ON PLANS, SHOWING WINDOW AND DOOR UNITS MEET DESIGN PRESSURE REQUIREMENTS PER R301.2(2) IS ATTACHED 3/7/2014 Comment: PLEASE NOTE CORRECT WIND SPEED IN WINDOW AND DOOR DESIGN CRITERIA. SEE SHEET A-1 3/7/2014 Comment: SHOW EXISTING WINDOW. SIZES IN BEDROOM MEETING EMERGENCY ESCAPE AND RESCUE REQUIREMENTS PER R310. SEE SHEET A-1 (PROPOSED FLOOR PLAN) ®�6199�f16��OP®g 0 ®®o®10 o� e S10 NPe�O MIAMI- MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590, F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gav/peral PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is Tieing 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 PERA— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series G1SH-700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami —Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). 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 No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. I1-1013.14 �� Expiration Date: March 26, 2016 J` %01 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202--94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201--94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"649 and FTL-4723, dated 10/05 and 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) t Jaime D. Gaseo , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and F') L-,4646, dated 08110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) C. CALCULATIONS ; 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300--04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite* PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco ►, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmi;ndo Largaespada, P, E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.0.1) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/201.6. 9 - I - Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16"LAMI IG: (1) LITE OF 1/B' TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER. Q H. 13(16" LAMI IG: (1) LITE OF 1/6" TEMPERED GLASS. AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/6" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16"LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13116'LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13116' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER. &M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (111. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3 h STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REOUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647• FTL4648. FTL-4649, FTL4650, FTL-4651, FTI- 4723, FTL-4957• FTL-4958 AND FTL-5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL B. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). CAP GLASS TYPE TO TEMPERED FROMHS NOKOMIS.FL34276 TES387. ADD NOTE9.AD GLASSTYPEM ALUM. SINGLE HUNG WINDOW, IMPAC GLAZING OPTIONS P.O.BpX1629 Fes , , , a.�.Ww xoxoMls,FLsava V&/bHBeerer SHToa N75 1 11 4040-20 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAJLS ............ 2 DESIGN PRESSURES ELEVATIONS..._ ................ 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 5 PARTS LIST ..... _............ _.. 6 EXTRUSIONS .................. 7 CORNER DETAIL .............. 7 ANCHORAGE ................... 8.11 C., 1I1 I I II I" y �VNN MIl(FR'�. Se S6105 No. Olt A61 ••.p1Eov ," o .. FLOR1�p'���: �''•cFSSIONP �;�``' `• A. ftliLLEi3, P.E. FL P.E.# 58706 su.nT or a: 12" NOM. GLASS BITE m 5JAK Or u. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS O 12" NOM. GLASS BITE ,88 or92 89,90 or 70 C 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS Q 13118" NOM. 13116" LAMI IG GLASS W/ 5/16" LAMI P.O. SqX 1629 NOKOMIS,FLSW4 12" NOM. GLASS SITE 101 ® NOTE: LAM[ IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 7/16" LAMINATED GLASS 1/2" NOM. GLASS BITE O 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3l16" ANNEALED OR HEAT STRENGTHENED GLASS -fq7/16" LAMINATED AIRSPACE 1/8" TEMPERED GLASS® l3fl6"NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI GLAZING DETAILS ALUM. SING_LEHUNG WINDOW IMPACT Vvrbly Saar Hm Full 2 d if 7.4040.20 PPRODUCIRBVISED —,ply wishthe Pladd" Bolding Codc „ , �,,, & 10 41 .•' w; 'O SIXTE ��''�;cSSlOf1PL A. Ll/ V MILLE'H; P.E. FL P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 68" 68" 70" 72" 74" TABLE I. 76" 48" A,B,M +60.0 -80.0 1 +810 1 -80.0 1 +80.0 -80.0 +80.0 -60.0 +8D,0 •80.0 +80.0 -80.0 +60.0 -60.0 6p" A,B,M +80.0 -80.0 +80.0 -80.0 +60.0 00.0 +60.0 -80.0 +80.0 -80.0 +60.0 -60.0 +79.0 .79.0 62" A,B,M +80.0 •80.0 +80.0 -BD.O +80.0 -80.0 +80.0 80.0 +78.8 -78.8 +77.3 -77.3 +76.0 •76.8 631/8" A,B,M' +80.0 -80.0 +80.0 -80.0 +79.8 70.6 +78.2 .78.2 +76.9 .76.0 +76.4 -75.4 +74.0 .74.0 UP TO63118" C,D,E,F,G,H,I,J,KL +80.0 .80.0' +80.0 -80.0 +80.0 .80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,& BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3l8" 44" 1 60 618" 83" 72" 74" TABLE 2. 76" ' 0" A,B,M +80.0 -80.0 +80.0 -60.0 1 +80.0 1 -80.0 +60.0 .80.0 +70.0 -70.0 +70.0 -70.0 60" A,B,M +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +79.9 .79.9K+7QO 0.0 +70.0 -70.0 62" A,B,M +80.0 80.0 +8D.0 80.0 +80.0 -80.0 +76.9 -78.90.0 +88.8 -08,8 A+70.0-70.0 +80.0 .80.0 +80.0 •80.0 +80.0 -80.0 +76.0 .75.00.0 +66.7 .0.7 C,D,E,F,G,H,I,J,KL +80.0 .80.0 +8D.0 -80.0 +80.0 80.0 +80.0 80.60.0 '+70.0 •70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE 3, BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAIL WINDOW HT. W/ SASH ■ 76" FLANGED AND 76" INTEGRAL FIN) WIDTH 1GLASSTYPE1 17118" 1 2211116" 1 28 3116" 1 33 314" 1 39 6116" 4413116" 1 60 318" 1 6516/16" 63118" 1 D,E,F,J,K,L +80.0 -8D.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/18' LAMI • (1/6"A,.090,1/8"A) FTL-4647, 4648. 4723, 4957 B. 6/16" LAMI - (1/8"A,.090,11&flS) FTL-4647, 4648 C. 6/16" LAMI - (1/8"14S,.000,1/8"HS) FTLA847, 4648 D. 7/18" LAMI - (3/18"A,.090. 3/16"A) F764645, 4865 E. 71I6" LAMI - (3/18"A,.090, 3/16"HS) FTL-4645 F. 7118" LAMI - (3110'HS,.090, 3/18'HS) FTL-4645 G. 13/16" LAM[ IG -1/8" T, AIR SPACE, 5/16" LAMI - (1l8"A..090,1/8"A) FTL•4646, 4723 H. 13/16" LAMI IG -1/8' T, AIR SPACE, 5/16" LAMI- (iB"A,.090,11WHS) FTL-4646 1. 13116" LAMI 10 -1/8" T. AIR SPACE, BMW LAMI - (1/8'HS,.090,10HS) FTL-4046 J. 13/16" LAMI 10 -1/8" T, AIR SPACE, 7/16" LAMI - (3/16-A,.090, 3116"A) FTLAS49, 4850 K. 13/16" LAMI IG -118" T. AIR SPACE, 7/16" LAMI- (3118"A..090. 3116'HS) FTL-4849. 4650. 4958 L 13/18" LAMI IG -1/8- T. AIR SPACE, 7/16' LAMI - (3/16"HS,.090, 3N6"HS) FT1,4649, 4650 M.13116" LAMI 93.1/8"A, AIR SPACE, 5/1S" LAMI- (1R1"A,.090. 1IWA) FTL-SOBS -0„ I MEETING RAIL HT.[ i 1 I X" HT, MEETING RAIL X" IH 8 T. "p" MINUS SASH HT. MEETING RAIL HT. -fY_L.H 1 1_ �pyj� NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +04.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38' MAXIMUM. DRIVE P � tij` •;G6NSE ••*�i �P0iP�' __ ._.�_ .,......�.........- .......................-.-..... ..r ...�_ ..__- .F.K 11N341a 8 REV79ED fORMATO AOD Rl1: flN. UPDA7E7ESTNOS P•O. EQ7(162a a.wrx ed.: wwax. ■., AL MI P.E. ,�„� c.r NDKOMI9, FL9127t' V[r161y Amer sM00 NTS 3 • 11 4040M D FL P.E.9 58706 FJG H/1A76 J.J 243177 531/8" MAX. FLANGED WIDTH® 521/8" MAX. I.F. WIDTH 49 5/8" MAX. FIXED DLO (ALL) D+� I� 75" MAX. STA �E 0 / HEIGHT S I1 176"1AX. TABL J� I EE DLO 38 7/1e MAX TABLE X / SASH (MAX') HEI H" ]11— 48 1/4" MAX. VENT DLO (ALL) DETAIL A 111 B•+I 75" MAX. I.F. HEI 3HT j ® MAX. FLANGED HEI HT SEE 76 MAX. — — A A I.F. / HEI HT 76' MAX. FLANGED HEI HT X SE NO 4 DETAIL B VIEW (STANDARD SASH) E� 75" MAX. E —1 HE I.F. HT DLO ILE O 76" MAX. FLANGED HEI HT SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT 8 DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & CARE BASED ON A THREE OVER TWO FORMAT. C—� O C/ X j DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE F-L-0-w-T I SILL HIGH SILL A 34 1/2" 343110, B 41 51W 41 114" C 41 114" 40 7/8" D 52 5/8" 5211/16" E 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 341/2• 343/16' B 277116" 271/8" C 277/16" 271/8" D 16 3/8" 15 3/4" E 16 318" 15 3/4" TABLE 5. id..r. rorontt a 0 s NO CHANGES THIS SHEET DRIVE 167NOKOMIS, ELEVATIONS J.R 04/01N1 C NO CHANGES 7HIS SHEET FLUOGY NOKOMI9, FL 34276 A01 �. FJG 11/13/OS Pn6bt•• 8 ADD INTEGRAL FM (I.F.) VERSION, CHG.N07E3.ADDN0TE4. P.O. BOX 1620 ALUM. SINGLE HUNG WI _. o0if' a,.e nre"ner: pq"p NOKOMI8,FL64274, Va16ly Bawr SNmo MS 1 4 > 11 F.K B/1/OS J.J 7 WP7 1 liWrF1L. 404020 75" MAX I.F. HEI HT ® AX. FLANGED HEI HT ITE NO E4 lthwsRD "..immarToa4E LYNN 41, 'l/ �`'��ON •�CENS@•••F4' �i ems': _- •1c No.58705 ._ of q •'•. 1a(II lU� .p STAT OF PtORN SS/ONALo A. LY% P.E. FL P.E.# 68705 F:: MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT I 2.7Ba°--{ IINSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE I I 1 MAX. VENT DAYLIGHT OPENING I INAM-701 - Effil'u-NE NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 OUTSIDE �-�--MAX. FIXED LITE DAYLIGHT OPENING i� MAX.WIDTH SECTION A -A INTEGRAL FIN QT) FRAME SECTIONS INSIDE go . - 47 7 T 2. 46 HIGH SI L 2. 30 Low SI�.L 49 HIGH SILL 48 LOW SILL HEAD 68 z.716° ®I.F. FRAME F I 53 �I OUTSIDE II z"1-ILL) (HIGH SILL) D3 �1�J�II 52 (LOws SEE NOTE ABOVE 54 64 ULTRALIFT 12 69 ULTRALIFT 67 J ONLY 12 ONLY SECTION P )WNB-B ALTERNATE HIGH SILL RADIUSTOP 0y�rll) � (HEAD DETAIL- FLANGED V RlUS SHEET m taTorecNrmLoor oNNe SECTIONS MIS SHEET NOK0W%FL34215 P T ,� 'ONS A CONSOUDATEBAL. COMPONENTS PA. BQ%1b29 �— ALUM. SINGLE HUNG WINDOW, IMPAC NOKOMI9,FL942T4 VNlb(y Better °" Bo1` m.ppi1°�' SNTaO r'iB/r 5 .1 QO•iQ-1� ITEM DWQ# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD $12225 2 1166 08 X 1.000 QUAD PN. SMS 781 PQA 3 40030 FLANGE FRAME SILL (LOWSILL) 612226 5 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 B 4025 SASH STOP (EGRESS) 1.126 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 8/8", OR 11/18" 10 1080 BALANCE COVER, 3/8" OR 518" 6BALCVRD16 11 #8 X.750 PH. PN. SMS 7634M 12 BALANCE 80TTOMBRACKET 78ALT13KT 13 108511086 SASH TOP GUIDE 42504 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 18 1080.1 BALANCE COVER.11/16" 6BALCVR670 17 4063 SASH STO COVER 64063 18 4029-1 SASH BRACKET 7ULBRKT 19 48.32 X W" I.G. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FO(ED MEETING RAIL 04054C 23 40060 SASH TOP RAIL 64006 25 1236 WSTP,,.170 X 276 BACK, FIN SEAL 67616G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1228 WSTP., BULB VINYL 8TP249 31 4008 SASH SIDE RAIL 012231 34* 1268 SASH ACE GUIDE 42501 35 1622 LAMP SETTING BLOCK 3132' X 25/84" X 1" 71622K .36 1052 LAM IGSETTINGBLOCK I"X3/4'XIll 6" 71052K 37 1224 VINYL GLAZ. BEAD BULB(THICK) 6TP247W,K 38 1726 VINYL GLAZ. BEAD BULB (THIN) 6TP246K 41 40300 GLAZING BEAD, 6/16 LAM GLASS. 64030E 42 4 44D GLAZING BEAD, 5/16 LAMS W/GRILL KIT 644703 44 4222A GLAZING B , 7116" LAM 64222 45 98BC GLAZING BEAD, 7116- LAM WIGRILL KIT 6985 46 4067 GLAZING BEAD. IY116"LAMII.G. 64067 47 4071A FRAME, LF. HEAD 64071 48 4072A FRAhE,LF.LOWSILL 64072 49 4073A FRAME, LF. HIGH SILL 64073 60 40748 FRAME. LF. JAMB 84074 52 4009 SILL LATCH (EGRESS) (LOWSILL) 704009 53 1086 SPRING, SILL LATCH (EGRESS) 7SPRNG 64 2740 SILL LATCH (EGRESS) IGHSILL) 62740 55 1014 SCREEN FRAME (HOR.BVER.) 81014 66 1830 SCREEN CORNER KEY WIRINGS 71630 57 1631 SCREEN CORNER KEY WIGUT RINGS 71631 58 1073 ISCREEN SPRING 7CASP 59 1624 ISCREEN SPLINE -,135DIA FOAM 61024K PA. 60X I= HOKOWS. FL SW4 a J F BUGLE F 784 ij so .082 47 FRAME, I.F. HEAD ® #4071A,6063-T6 848 FRAME, I.F. LOW SILL #4072A, 6063-TB -2.374- 2.1 1 NOM THICKNESS S FRAME, I.F. JAMB ® 49 FRAME, I.F. HIGH SILL ®50#40748, 6063-TS 04073A, 6083•T6 (USED AS RADIUS TOP HEAD) SHM I NTS 1 6 d 11 1 4040.20 61616 e FI.id4 mot/) 0 *: * uj _ III W Pof _` :.O 51PtE p, : C7 F A LYI(IN MIOL@R�, P.E. FL P.E.# 58705 ----2.704—+{ 1.36� .062 O FLANGE FRAME HEAD #4002A, 6063-TG 1.749 2.710 .062 O FLANGE FRAME JAMB #4004, 6063-TS (USED AS RADIUS TOP HEAD) •--� 1.342 .062 2. �5 21 FIXED MEETING RAIL #4054A, 6063HD-T6 .062 2.946 3.446 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 F — .062 2.830 2.330 J- 1�2.764--�j O FLANGE FRAME SILL (LOW) I #4003C, 6063-T6 1 �--1.513--{f 738 .062 ,490 .040 OSASH STOP 17 SASH STOP COVER #4025, 6063-T5 #4053, 6063-T5 2.2792.326-- r--� T I 1.979 �7 .062 — .062 1 or 47 I.F. FRAME I.F. I 2 I II 6or50 I I 6or50 SEALANT ALONG ENTIRE JOINT I.F. FRAME,& � II ' SEALANT OR GASKET ° I II I ' \ ---UBLJL— I AT HEAD AND SILL \\V/f i VIEW D-D VIEW E-E (1!1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.165 r-- .678 1.096 h '; °� 1.349 GLAZING BEAD, 5/16" 1 41 #40398, 6083-T5 23 SASH TOP RAIL 9SASH BOTTOM RAIL (LOW) #4006C, 6063HS•T6 #4007, 6063-T5 u 444455558 1 1.096 ►jT 44 GLAZING BEAD 7/16" #422Z 6063-T5 (-2.328-- 2.838 .062— Ell I 68 SASH BOTTOM RAIL (HIGH) 94051A, 6063•T5 NOKOMIS, FL 34275 P.O. BOX IM NOKOMIS. FL34274 31 SASH SIDE RAIL #4008,6063-T5 .050 --V-L—'878 �-T 46 45 GLAZING BEAD, #985C,6063•T5 (USED W/ GRILUKIT) � .050 --678 tom 1 42 GLAZING BEAD, 6116" rr #4044B, 6063-T5 91 (USED W/GRILL KIT) I" wiw-I EXTRUSIONS & FRA Am� .050 — 1.097 CORNER DETAIL INDOW. IMPACT 6H700 I Haff 1 7 • 11 1 4040-20 WELD ALONG SCREW BOSS (2) t 1111111 ��. ••ctcF-NSE .••• .k j N0.58705 vaeoF FORF............FLORt''��.� `,... A. LYNI MILL2A, P.E. FL P.E.9 58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 1 46.603 52.603 58.603 64.603 76.000 ANCHOR' ❑ 7�ONZ U U ZOf0NZ p O U Z(�ONZ ❑ U cJ Z7q,NZ ❑ U c� Zc�1 ❑ O U Zc�ONZ p Lt c� ZMONZ -ON ❑ cJ u 2t0ONZ ❑ c1 Oo c1 Z O WINDOW GLA$$ N O�ON U U O'-ON U 0 cg CiN 0 O�ON cJ L) O�ON O U Or U 0 O(�f U U 0 WIDTH TYPE C,D,E,F,G, 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2'i2 212 2 2 2 2 2 2 2'2 2 2 2 3 212 3 3 19.125 1__ 1 1 rZB.M 1211111211122212222222222222212222222222222232233 -1 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 3 2--Ti 2 2 2 3 2 2 2 3 3 3 2 2 3 3 za.Doo 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 _1 2 1 1 2 1 1 2 1_ 1 H,I,J,K,L 121 222231222231 _1_ 223232223232223332233343233343344 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —1 1 1 1 1 1 A,B M 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 313 314 311 3 3 3 4 3 3 4 4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 2 2 1 2 2 1 2 H,I,J,K,L 221 222231223232223232223232323 342333343334353344 _1 37.000 1 1 1 1 1 1 2 1 7 2 1 2 1 2 2 1 2 2 1 2 2 1 2 A,B M 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 —2 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2- 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2-Ti 2 3 3 3 3 a 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 221222232223232223232323242333342334353334453344 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 222222232223232233242333342333342334353334453445 2 2 2 2 2 2 2 A,B M 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 222222232223342333342334342334 _2 _2 _2 3533343533454163455 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3— 2 2 3 2 2 A,B,M 2121212 212, 2 3 2 2 2 3 3 4 2 3 3 3 3 4 _2 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 315 3 3 4 5 446 3 4 5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,1,J,K,L 222222232223342334 342334 343334353344463445463456 2 2 2 2 2 2 2 2 2 2 2 33 2 2 3 2 2 3 2 2 3 2 3 ABM 2 2 _2 2 2 2 2 2 3 2 2 213 3 4 2 3 3 4 3 4 2 3 3 4 3T4 3 3 3 4 3 5 3 3 4 4 416 3 3 4 5 4 6 3 4 4 5 7HIS SHEET THIS SHEET '0OlPEN.COO=M. BI$O,X lF,0L7.G637Y60TD lP NOO2i �tic;i_r Rzw N 8 a 11 1/1 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX ® 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FULL DP) t u n l t HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW _ * ; No.r� :a. MTG. RAIL p� ...• Floc+,. �� . '�tFSSIONP� IINDOWS IW, IMPACT r`� A. LY11!P.E. Hunt 4040-20 0 FL P.E.9 58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 1 44,655 52.155 69.655 67.155 74.655 76.000 ANCHORTYPE. ❑ mo TZI— ❑ h0 o Zr U Z Z'ONz ❑ n0 O Z U - Zm ❑ O Z O Zr10 ❑ O z�ZmO U ❑ o z�z U ❑ ro0 O Z U Zr�O ❑ o z�Z U O WINDOW/ GLASS WIDTH TYPE ,.iON p 3 O LJ O Oc�i O ON 3 O`� O Oc�i O ONO O OniONO O O OcVONO—ONONO L) 3 0 0 � O 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,1•J,K,L 11 11 11 2221 222221 2222222222222222222�2322232322232 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 7 A,B,M 11 1 1 1 1 2�2211 222221 2f,j2222�2222221222 _ 222222322232322232 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 1 111 111 212 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 312 3 2 2�2 3 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 111 1r1 2 2 1 1 2 2 2 2 2 2 2 2 2721272 212 2 2 2 2 3 2 3 2 2 2 3 2 3 2 272 312 3 2 2 2 3 2 PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 1 1 32.000 H,I,J,KL 11 1 111 _1 2222222322223322333 _1 _2 33233332233433243433243 1 1 1 1 1 1 2 1 1 2 1 A,B,M 1 1 _1 1 1 1 1 2 2 2 2 2 2 _1 2 3 2 2 _1 2 2 3 3 2 2 3 3 3 3 3 2 _1_ 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 111 111 22232223332233333343333233433243443243 1 2 M 2 1 2 2 1 2 2 2 2 1 2 2 1 2 2 1 211 1 1 1 22 2 3 2 2 2 3 3 3 2 2 3 3 3 3 _1 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 791 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 111 9 11 222 2222 3 223 333 22334 3 334333334 3443 3434433 53 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 44.000 H,I,J,K,L 111 111 222 2 22 332233 34 233344 3343443343443 343443 3 54 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,BM 1 1 1 1 Ill 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 313 4 4 3 3 4 3 4 4 3 3 4 3 _2 4 4 3 3 4 3 _2_ 4 4 3 3 5 4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 111111 22222233 223334333344 _2 3344443344444354444354 2 2 2 2 2 2 2 212 2 2 2 3 2 2 2 2 2 3 2 2 312 2 ABM 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 4 4 4 4 4 3 5 4 4 4 4T3, b 4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 _3 3 2 3 3 2 3 E H,I,J,K,L 111 111 22222233 333344334444334444 3344554 354 554354 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 _3 2 3 3 2 3 1 7 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 4 4 3 5 4 574 4 3 5 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1W ELCO TAPCONS 2-114" ELCO SS4 CRETE-FLEX ® 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS-17112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR OUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4.ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1'LESS. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) 117 HEAD 3 RODUCT REVIIS'EE complyics JAMB ABOVE 3 3 uilaiasC.& MTG. RAIL N a _MTG. RAIL Pmdu'A JAMB ABOVEL MTG. RAIL JAMB BELOW MTG. RAIL D NO CHANGES THIS SHEET 1ANCHORAGESPACING, STANDARD VIEW 070 TECHNOLOGY ORNE C A'VWWNB M41%'9B6SH0R QTYIS RESTRICTED BYSIZE NOKOUS, FLSGY76 �Pc REVISEAffCHOR4GErAH D E . TEDALUM. SINGLE HUNG WINDOW, IMPACT B DDDPMAX.WHERE3M RQTYISRESTR/CBYSIZE po.eoxl6za _ � s p,y. NOKOMI9, FL S6274 VuiWy B«rer sw. NTS 9 d 11 � 4040-20 J.J. Y/23/07 �ION I( 'i ti�0?•�pENSS •''P, •k Q No55105 . 01 lot or SIPS Q ?0, FL FLOAP.•''F� A. LYNN MILLER; I FL P.E.N 58705 . I a ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B. SUBSTRATE: 17.125 22.668 1 28.211 1 33.754 39.296 44.839 1 50.382 55.925 ANCHOR TYPE: 0 N O U N O U U O U 0 cf O U N O U U O U 0 "f O U N O U O .- O U 0 cf O U N O U U O U 0 N O U N O- U U O U ❑ N O 3 U N O- U U O U 0 N O U N O U U `- O U O c3 O U N O' U U O U WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 j 1 j ..... 1 j 1 - 2 1 - '2 1 - 2 1 - - 2 1 - 2 1 ._2_. 1 .. .. _2 1 .2-.. 2 1 .----- 2 1 2 2 1 _._._.-.._.. 2 1 2 1 _.__ 3 1 --.._.__.. 2 1 3 1 .----.._. 3 1 2 1 _._... 3 1 ......... 3 1 ...._.. 3 1 ...._.. 3 24.000 D,E,F,J, K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 32.000 D,E,F,J, K,L 1 -.� ....1.----� 1 1 --Z- 1 1 22...-3 1 2 1 2 1 3 2 3... 1 -3-3--3-- 1 1 - 1 2-- 1 3---4---3-----4----4-- 1 1 1 1 1 1 1 1 1 PSF 79 37.000 D,E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -'---'---..�.. 2 2 2 2 .-'--- 2 K,L - 1 —--2---2 1 1 2 3 4— 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 75 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2__ 3_ _ 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 1 3 _. 1 2 1 3 _3. 1 3 _. 2 3 .7_. K,L 1 1 1 2 2 2 3 3 3 4 4 4 -5 4--5--- 6 5 8 6 5 6 5 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.778 1 21.776 24,776 27.776 30.776 1 31.106 ANCHOR TYPE. ❑ eo O N P, O N Z O D �_ 2 O t+i g N Q i o N Z ❑ D o Z O U M $ r p 5 o N Z O U O Z O U th g N b N Z O U o Z O U e1 g CI Q $ N 0.- ❑ .'? QQ $ o NZ p 8 �. O U ❑ M O NONO o Z 8 o . Z U ❑ t� O $ o N Z U O Z O O WINDOW WIDTH>OU 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 1 2 2 32.000 2 1 1 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 1 2 3 79 37.000 2 1 2 2 2 1 2 3 2 3 3 1 2 3 3 3 3 3 1 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 1 3 3 4 3 4 4 3 4 69 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 1 3 1 4 72 79 .00063 2 2 2 3 2 3 4 3 3 4 3 473 L53=.125 58 66 72 2 2 2 2 2 2 3 3 3 1 4 3 4 1 '4 1 3 1 4 1 5 3 4 5 3 5 5 3 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -18 1/2" MAX. FROM CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND B. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 &8" MIN. TO 38' MAX. ATABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LimrrED)l 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 4 MTG. RAIL RODlJq RBVUSiha Flodda u ilding ina w a � ® TABLE 8. KEY: MAX PSF " adoP[odua Con1m1 (DP LIMITED) 112 JAMB BELOW 2 i1111rrrl y LYNN M11 MTG. RAIL \.• FULL DP JAMB BELOW 2 MTG. RAIL = O , C( '•. VA1 DF r �� " -USTOM VIEW %0, ., FLOR\Ol'---* Z. FK. i1/13/O6 B ADDOP 61hC WHERE ORQTYIS RESTRICTED BY9IZE P.O, BQJ(1529 neert s�.w: 1-1. .e o.�.xw- HUNG a ALYNiv IN11.I. kP.E. m. K' NONOMIS, FL34274 V[r/bly Better SH700 NT$ 10 +!! 4040-20 O FL P.E.#68705 F.K. 7/79/06 J..L ?lZND7 - _ _ 1 •I P Y ® NOTES: EXTERIOR INTERIOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL ) APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4". 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK - WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 4) (SEE NOTE 2 & 3)® FLAT 1/4"SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE .� 1 318" MIN., 1/4" TAPCON ® TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE �; •t•.3/4" MIN., 1/4" CRETE-FLEX rllltlll�l INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" OPTIONAL lx '"' c� -THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 11 WOOD BUCK - o _ �1 .® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) — C —L- 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" 1/4" 6063-T5 AND A MINIMUM OF 118" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET DETAIL A DETAIL B LUMINUM IF THESE CRITERIA ARE TYPICAL FLANGED HEAD ANCHORAGE e 1 3/8" MIN. I 1 1/4" MIN. 1/4" MAX. SHIM—�{ L.-- 1/4" MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE INTERIOR .,, OR 1.5 KSI MIN. CMU ® (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE (SEE NOTE 4)® (SEE NOTE 4)® 15 DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM .131"DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND W O.C. �lBlJllll!!I 1 114" MAX. SHIM DETAIL F, (HEAD) FRAME FRAME 131"DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. L.131" DIA. MIN. x21n"NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE NOKOMIS. FL 34276 P.O. BOX 1529 NOKOMIS. FL 91274 1/4" MAX. SHIM tu) In I WOOD FRAME DETAIL G, (SILL) _NA CHORAGE DETAILS ALUM. SINGLE HUNG WJ em+e+t oav,: srnoo NTs 1 11 1 11 METAL SCREW WITH FULL ENGAGEMENT INTO THE A MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.6.4 (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 2 & 3) ILo Florida VXNN 41l444 ti'T`�•'��CENSe •'•. * : NO.56705 ',"Opp'•. STAB FI .'•Z�� IMPACT �'�SSIONAG`� x." A. LYNX( WLLpIt� P.E. 4040-20 � FL P.E.# SB705 � aw %Fp �f L f 5 y� � Y s $ Y 5 2 244 r MII " %P17" Ki EU 8 � _ NOM ° :rn € B a t b Pr a*, � �m .a r' e s Y� �h MW �kRT 1 'g Your home. It's your refuge, your sanctuary, the place,you and your family feel safest. It's the dT 3 � C R WR _- r. OWN f When flying debris pierces ,regular windows or.doors, Internal at pressure can: cause the'too f to bloiv off, resulting in t&d and water damage , , d g l ,3 LIM ",7 V ¢T S' 6 � F k 1 S v 71 his } .; '�^'•`",��^��1��rt�notlrre�ndEnR��Fto�sn . AUGUST-1992. MIAMI, FLORIDA. HURRICANE A This catastrophic storm-faught researchers that vi( major cause of window failure and the devastation`.' w. the impact of flying objects Thisdiscoyery changec x " now focus on impact protection for windows and d withstand high wind velocities RGT® wasAe first t residential aluminum imJ act resistant windows anc k helped develop the testing protocols still dsed to&6 Our exclusive winddoors co ows and mbine heavy d 'laminated glass to ensurengthmgunwarrarited inva <` :major storm A special s�lieone glazing process is use( MORE THAN JUST LIKE SUNSCREEN FOR YOUR HOME. By filtering out 99% of UV rays, WinGuar& helps shield your furniture, carpet, artwork and drapes from the effects of fading caused by,the.sun. We also offer a variety of high-performance glass options, which feature tints and Low-E coatings that reduce solar heat gain, increase comfort and help you better manage energy costs. There are Energy Star' qualified window and door configurations available. ,1 PROTECTION 13EYOND MOTHER NATURE. Breaking a window is the most common means of entry for an intruder. But with WinGuard", the same effortless protection that guards against hurricane damage also deters intruders. While normal windows shatter easily upon contact, the durability of WinGuard keeps glass in one piece. Whether it be a major storm or an attempted break in, WinGuard helps keep you, your family and your home safe 24 hours a day, 365 days a year. SAFE AND SOUND. The laminated glass in PGT WinGuard' Impact -Resistant Windows and Doors absorbs sound rather than transmitting it, which helps to keep the world :and its disruptions outside where they belong. In fact, the same type of glass is often_ used in airports and recording studios to significantly reduce ambient noise. - Az '.� ` P 1 x d q 63 Pik a W iAOM `?'� s g� ' A a, E z +` M "M � - 1 r. -S �n 2 y .A sv Fh;'r S as rFD750 in MDark Walnut ETERNe fintsb Don't spend time, energy or money installing shutters every time a storm threatens your home. Unatt active.roll-down and accordion -style shutters offer no protection. if you're not home to close them every time a storm threatens: 0�r���z w xaMM ��� n F, has swtae� Y O_. t �t ALUMINUM COMPLETE PRODUCT LINE • Single Hung Windows • Horizontal Roller Windows • Casement/Projected Casement Windows • Picture Windows/Fixed Lite Architectural Windows Sliding Glass Doors • French Doors DISTINCTIVE STYLING FOR YOUR HOME. SINGLE HUNG - SERIF H700 5 � s � ✓� i � � � 3 's � r' x .�. ? �S ea � - � z t • Bottom sash locks available for egress and/or handicap requirements • Spiral balances for easy lifting • Pro -View (Oriel_ style) and Radius Top options available z �1 i #a z R t lig �a ' 6yAIN <s. Integral 1=in V 80 psf 12 psf H�gfiRise Si 52'/s" x 75 ird OM 9 8 Ps Rise S�II F 5 _. z t � ara I r SIZE CHART & STANDARD COLONIAL CONFIGURATIONS COMMODITY MODULAR FLANGE WINDOW WIDTH 19'/8 26'/2 37 53'/8 24 32 40 44 48 S' MASONRY OPENING* 197/8 27'/4 373/4 537/8 243/4 323/4 403/4 443/4 483/4 •%';: INTEGRAL FIN WINDOW WIDTH 181/8 251/2 36 52'/8 23 31 39 43. 47 :•. WOOD FRAME OPENING 183/8 253/4 36/4 523/8 23'/4 31'/4 3974 4374 47V4 Egress connector bar option for egress and/or handicap requirements • Removable operating sash for easy cleaning • Low friction brass tandem rollers in a nylon housing for smooth operation and durability HORIZONTAL ROLLER - SERIES HR710 Ulm�x x r A - c 't A:, t3 SIZE CHART & STANDARD COLONIAL CONFIGURATIONS XO or OX FLANGE WINDOW WIDTH 261/2 37 531/8 74 COMMODITY MASONRY OPENING* 271/4 373/4 537/8 743/4 INTEGRAL FIN WINDOW WIDTH 251/2 36 521/8 73 WOOD FRAME OPENING 253/4 361/4 523/8 731/4 26 26 25 251/4" H32 22 '32 D22 , 383/8 .383/e ;: 373/8 375/8 FFM H33 23 :33 D23 . ' 501/8 : 501/8 , 491/8 497/8 H34 24 34- DTFM 63 63 62 621/4 H35 2� 35 D25; ;t "' FLANGE'WINDOW'WibTH MODULAR 24 .. 36 48 54 60 66 72 .MASONRY OPENING* 243/4 363/4 483/4 543/4 603/4 663/4 723/4 INTEGRAL FIN WINDOW WIDTH .. 23 35 47 53 59 65 71 4 WOOD FRAME OPENING 231/4 351/4 471/4 531/4 591/4 651/4 711/4 s 26 26 x :25 251/4 I.I1II ®_ f."• 2022 3022 4022 = 4622 5022 5622' 6022',~ 383/s 383/8 373/s 375/a ® ® ® :7 ` Lf 2033 3Q33 4033 4633 5033 5633 6033 $OS/8t 505/8�� 495/8 � 491/8 >� � ®'J � � 611 3043 4043 •: 4643 3 5643 1p SIZE .CHART & STANDARD COLONIAL CONFIGURATIONS XOX COMMODITY FLANGE WINDOWWIDTH 53'/8 74 106'/8 111 MASONRY OPENING* 537/8 743/4 107'/8 1113/4 INTEGRAL FIN WINDOWWIDTH 52'/8 73 1053/8 110 WOOD FRAME OPENING 523/8 73'/4 1 055/8 1 1 0'/a 26 26 25 25'/4 32 D22 D32 T22 383/8 383/8 373/8 375/8 EL A 3.3 D23 D33 123 505/8 505/8 495/8 49'/8 , 34 024 1334 424 ., 63 v 63 62 621/4 _. ';.. .' 35 `: D25 1335 : T25 -.,. O U C Z ZJ LL.� �0 z z O o z z o O z u n p z z w ¢ u ¢ 2 O a Brittany (standard) Bnttan 9 htey of 2 :; � O Z , O (custom] n ®ESIGN PRESSURE GUIDE _ TfSTED WATER TESTED TESTED TYPE PRESSURE, SIZE OF TEST.: STYLE ;PRESSURE y Horizontal n+! 75sf 11 3 psf 74" x 63"XO Miami -Dade Protocols .- ,Rolfer� Flange ` E` � 111" x 63"XOX TAS 201, 202 203 - , s� .vn v 9 SIZE CHART. & STANDARD COLONIAL CONFIGURATIONS W. 10W/4 107 eeD FRAME OPENING 4 774 5 • : ' / ■,1■■ ■I= ��1��e1� ��'�I�el� ■■■� ■■■■ ��e��en �����e�� �,�ee,eo �ueee;ee eeee�■■e eolseee�ee 4022 50226022 70228022 9622 83A 383/..-' ■■■■ ��e■ ■��■ pl����■ ��1���7■ ■■■■ ■rnnn u�nn■ ■re®eeeo■ ��e■®®ia f�7Yi®pel ora:�euds■ e33 5033 6033 7033:ego33 mommaimpon mono soon lommo moon nomnnlmmmmm on -loom 4044 5044 6044 7044 8044 90 63 63 62 621/4 T. : 4053 5053 :,%053" 705 3 8053 90� .. vno O iL.Z * J= Z. z p p z zu �z z Bnttan 5 w ¢ a o a 0 (standard) *Note Openings calculated using 1/8 shim pace (maximum t/4 aAowed) l x bucks and pre cast sills. If using pourEd sills add 3/� Ffamtng d�mension� are ralcu(ated wrth drywall butted z' a ' Colonial lttes for custom s¢e XOX 1/4 1/2 1/4 units are determtr R • Projected windows are available • Modular design, featuring self-contained operating and fixed sections, allows multiple window configurations, including X, XX, O and XOX • Contoured sash is inset CASEMENT - SERIES CA740 WASHABLE HINGE UNITS UP TO 24" EGRESS HINGE UNITS OVER 24" I I SIZE CHART & STANDARD COLONIAL CONFIGURATIONS x -xx COMMODITY FLANGE WINDOW WIDTH 191/8 26'/-, 37 37 53'/8 74 MASONRY OPENING* 197/8 271/4 373/4 371/4 53,-'/8 743/4 WOOD FRAME OPENING 181/8 253/4 3674 3 674 52 3/8 73 V4 26 26 2 5/4 EM MB fflffl 12. H32 22 22 32. D22 383/8 1/8 383/8 37 Effl fflffl 4+ Er= 13,, H33 23 .23 33 D23* EEUE] 111-3 .,:I H34 '24 . 34.z 63 63 621/4':� rr ME me son I M MEN on Am I NAME No A moll NEAR ■MISHIJEE"M MAM MR main No MAISANO a no 0 NAM mmmi AM ME own NASA mommmm SIZE CHART &i STANDARD COLONIAL CONFIGURATIONS x XX FLANGE WINDOW WIDTH MASONRY OPENING* WOOD FRAME OPENING 24 ' 24 23'/4 24 30 32 243/4 303/4 323/4 23'/4 29'/4 31'/4 2020 2620 2820 36 48 60 72 363/4 48}/; 60'/4 72'/4 35'/4 47'/4 59'/4 71'/4 3020 4020 5020 6020 36 36 351/4 2030 2630 2830 3030 4030 5030 6030 48 48 471/4 ®, 2040 2640 2840 3040..4040 5040 6040 60 60 5974 2050 2650. 2850 -3050 4050 5050 6050 72 72 711/4 2060 2660 2860 3060 4060 5060 606Q Y t 5y£ Z. Q of rt Z U n z O Z _ <en SIZE CHART & STANDARD COLONIAL CONFIGURATIONS XOX COMMODITY FLANGE WINDOW WIDTH 74 1063/8 111 MASONRY OPENING* 743/4 107'/8 111 3/4 WOOD FRAME OPENING 73'/4 1051/8 110'/4 .1 1 1 1 :1 e owns B■.■■■,i■ ■■;:loon■■■ mm ®ml��m mm'mxmmrim ■■:m■■E.■■ ■■lil ■■J ■■l s■`il ■®;■■■�■ amam®l! ®®®®®®��® ■■■m■■.®® ■■;■■■■'�I® IN mom m■llms am■ ■■,■®®■e■ ■®I ■m� ■® ®®;10aoa■ .Ie 11 noon®m:■■ ■®. :11 PICTURE/FIXED SITE ARCHITECTURAL — SERIES PW701/AR701 • Available with either flange or integral fin for easier installation • Standard shapes include picture, arch, oval, full circle, half circle, fan, quarter circle, elliptical, eyebrow, hexagon, octagon, triangle, gothic, pentagon and trapezoid , • inverted shapes created from templates .or drawings and custom shapes are available • Factory. mulled .preppi:ng . available • Raised and low ogee ti.3 Tly y 4 Product e WINDOW HEIGHT', available _ _ -• AR VLfj n Wll1TI with STERNA® Finish ME STANDARD SHAPES SLIDING GLASS DOORS - SERIES SGD77Q • Premium Frame Colors available: Arizona Beige, Pebble Khaki, Venetian Bronze, Clear Anodize, and ETERNal Finish • Available with multi -panel, multi -track by-pass, pocket or corner configurations • Panels up to 4' x 10' or 5' x 8' '..w/ 9" RAILS (OPTIONAL) i 4^� a INTERLOCK'DETAIL' pj I f - 1 Product available with ETERNA® Finish SLIDING GLASS DOORS- SERIES SGD770 & SGD780 CORNER MEET OPTION • Maximum panel size 4' x 10' or Tx 8' •Available in standard and custom sizes • Primary door always has the locking jamb at the corner • By-pass and pocket styles • Inside and outside corners •Track quantity will be the same on both doors and is based on the door with the largest quantity of panels • Maximum of 4 tracks overall per side • Screens are not available • Panels at corner always meet on outer most track on°both the inside and outside corner configurations SLIDING GLASS DOORS - SERIES SGD770 & SGD780 SIZE CHART cat STANDARD COLONIAL CONFIGURATIONS 2' 6" 31011 4' 0" 51011 WIDTH WIDTH WIDTH WIDTH HEIGHT 6'8" 10 LITES 15 LITES 15 LITES 20 LITES HEIGHT 8'0" LLLU -12 LITES.. 18 LITES 18 LITES 24 LITES HEIGHT 9'0" 141ITES 211 LITES `21 LITES x ~;HEIGHT -A' Q-V - -TEST +105- FRENCH DOORS - SERIES FD1 01 yet sr z S' • Concealed 2-point�ry locking system for added strength and protection • Doors are pre -hung with» 7" aluminum hinges for ZPO'' ; added strength and n n protection • Tubular door jamb for extra strength • Bumper threshold, prevents water infiltration .French doors have extruded aluminum �f r� glazing bead • Sidelites are available 1 . and standard .•.:.:.Custom sizes available 3 Om i z i r a - i = - AP s i DOOR WIDTH SIZE CHART & STANDARD COLONIAL CONFIGURATIONS MASONRY OPENING NO BUCK x 31 '/2 3 372 3 7'/2 3 13 A 333/4 373/4 041 473/4 59'/4 631/4 71'/4 48 60 64 72 • Traditional wood look with a nine inch bottom rail • Multi -point stainless steel locking mechanism • Prepped for European style hardware (not included, available from select or specialized hardware distributors). Optional PVD polished gold and PVD satin nickel trimsets are available (not included). FRENCH DOORS -.,SERIES FD750 1 SIZE. CHART & STANDARD COLONIAL CONFIGURATIONS X XX DOOR WIDTH 31 33 37 473/4 593/4 633/4 713/4 MASONRY OPENING NO BUCK 3 VA 33'/4 37'/4 48 60 64 72 MASONRY OPENING 1 X BUCK 323/4 343/4 383/4 49'/2 611/2 65'/2 731/2 MASONRY OPENING 2X BUCK 34'/4 36'/4 40'/4 51 63 67 75 V q) I R IMEK A U THERMA TRZU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 TEL. (419)29B-1740 XT y '0" "FIBER CLASSIC" FIBERGLASS SINGLE DOOR INSWING / OUTSWING "IMPACT" Col GENERAL NOTES 6 '> 1. This product has been evaluated and is In compliance with the 2010 Florida Building Coe Z (FBC) structural requirements excluding the'1-ligh 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 areas 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 excludes Wind Zone 4 as defined in ASTM El996. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET 8 DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction dI From onchodng - I X buck masonry construction 7 Bill of Materials & Components 37.59" MAX, O.A. FRAME WIDTH 36.00" MAX. PANEL WIDTH x M _ i (7 a O xQ w SWIKG OVERt1lG FRAME DIMENSION„_, .pESIGN PRESSURE (PSFJx . POSIi;1VE .NEGATIVE INSWING 37.59" x 97.92" +67.0 -67.0 OUTSWING 37.59" x 96.42" +67.0 -67.0 E: N.T.S. BY. AL BY. LFS WNG NO.: FL-5891.4 :r —L or 7 I q Q 73 71 76 EXTERIOR 76 71 74 Z y £ wRm Y og. ol^a° pz V Z o m o 1 ' 72U;a° c INTERIOR a Y o0 10 HORIZONTAL CROSS SECTION 71 c 0 - - 76 0 �+ 1.54" �... _ 4.07 Tt� .' 'R 2W TYP.4 EXTERIOR INTERIOR ~� o CORNERS O OF PANEL o O 72 iP RAIL ° �� LATCH Si1LE �m 0 2 76 z r-1.W o g 4 O t5 y —1 75 i 70 DOOR PANEL `I F a F ber classic 74 HINGE 511[E 75 BOTiOM RAIL 2 VERTICAL CROSS SECTION 2 O o z a DATE: 4123108 °z SCALE: N.T.S. ° DWG. Br. AL m cRN. er: LFS 3 DRAWING NO.: � FL-5891.4 0 0 sNEET 2 - 7 ®" Jw r 1 2 E 4 4 c o H 10 m w ® ® INTERIOR 1p p m a a g um w =e-°odd ° 00om o•e m u,v.. a5JJ c V• 2 0� T N o Z 0 1-- 21 0 0 70i oSV ` y mda m°u i 17 EXTERIOR E 70 7 ' 133 m 1 0 �6 �U 20 I n zw E al C AOf 1-1/4"MIN, pwm 3 4 EMB.(TYP.) K 4 o �3 HORIZONTAL CROSS SECTION L of r C 3 Shown w/1Xsub-buck o a a a. v v ..e 27 70 p 10 m ° INTERIOR INTERIOR 10 ° • , v Ln U O to 7 EXTERIOR EXTERIOR ILn 70 7 a > v 8 2 8 F i n i ° v i p K K u a —Z O 20 arF 4/23/08 i C SCALE: N.T.S. ° 1-1/4"MIN. B S 8 EMB, jTYP.) OWC. BY: AL a' E CHK. 'Y: LFS 3 �11 HORIZONTAL CROSS SECflON 1.1/4" MIN. DRA7NG No.: 3 Inswing configuration �� HORIZONTAL CROSS SECTION EMB TYP m 3 Inswing configuration ( ) FL-5891.4 0 0 SHEET 3 Oi ] � r A }^ NN W n ai A `r CWC W \ p m V z d 0 . e. o nm Q•r�N i z (DA-- C o 8 INTERIOR EXTERIOR 8 �o INTERIOR EXTERIORLn VERTICAL CROSS SECTION VERTICAL CROSS SECTION z w �Cn q �nswing configuration �JShown w/1Xsub-buck � �I o o m INTERIOR 11 EXTERIOR EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 4 Outswing configuration SCALE-- N.T.S. OWO. BY: AL ONK. sr: LFS ORAWINO NO.: FL-5891 A SHEET 4 or 7 3 ccd :p 8 pi e w epp c J Lro'm M1 5 zgg p MASONRY TYP, HEAD &71- a xi o q • J OPENING JAMBS MASNRY OPEO NG e dS ymda $ p 3 J 8 1YP. HEAD & g JAMBS 2SE m ® w w ZV O Z U i^ — FRAME o 1 � o 2X BUCK o� 2X BUCK co �M Li • - ♦ • cq ?N W O tY BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: Masonry 2X buck construction I. Substitution of equol concrete anchors from a different supplier may hove different edge z z distance and center distance requirements. 2. Concrete anchorlocations at the comers may be adjusted to maintain the min. edge distance "MAX. 9 to mortarjoints. If concrete anchor locations noted as ON CENTER"must be 412 r adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors 28 K 19may be required to ensure the 'MAX. ON CENTER" dimensions are not exceeded. 10 i 3. Concrete anchor table: 10 -- K DaE: 4123108 i SrkE N.T.S. 9 27 ❑ DWG, W.-AL cH14 BY.. LFS DRAWING NO.: R HINGE DETAI! LATCH d DEADBOI7 DETAIL FL-5891.4 0 0 SHEEP 5 Or ] N ANCHOR TYPE ANCHOR SIZE : MIN �MBELYM1:Nt MIN: CLEARANCE TO MASONRY EDGE ;Mlle/ CLEARANCE TO AAJACENTANGHAR;; ITW 1/A" 2-1/2" 3^ t T _l. 2 Zn �m \•v ao ��5nn m u Z l � VZ C d MASONRY i 9 7,s�jLL OPENING TYP. HEAD & 28 G 8 JAMBS z x y o 27 w NZ XV FRAME O 1_ V v J �O O L7 O �m 7do LATCH& DEADSOLT DETAIL 0 I BUCK o a a �m 4 Z N STRIKE JAMB FRAME ANCHORING HINGEJAMB 2D= C Masonry 1 X buck construction CONCRETE ANCHOR NOTES: \ _ 1. Substitution of equal concrete from 9 o anchors a different supplier may have different edge distance and center distance requirements. H z m Concrete anchor locations at the comers maybe adjusted to maintain the min. edge 1 0 f a distance to mortar joints, If concrete anchor locations noted as "MAX. ON CENTER" must be ' r adjusted to maintain the min. edge distance to morlar joints, additional concrete anchors 0 _ may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: Z MTC 4 23 08 i N.T.S. ° MO. Sp. AL m CHIC ft LFS 3 HINGE DETAIL DRAWING NO.: FL-5891.4 0 0 sHEEr 8 of ] ANCk`bR ANCIaOR� d�IIN: AitiN CLEARANCE TO -MIN GLE4'RANCETO.:':: TYPE :. SlbE EMBEDMENT MASt?NRYEDGE ADJACEN�`ANCHQR;; ITW 1/4" 2.1/2" 3.. I1W 1.1/4" 2.5/B" 1-1/4" Jm r 4.56" i'n II o F�2.36 HEAD E SIDE 19 20 Jamb 4.62' 18 LOW PROF1tE OUTSWING BUMP FACE —5.75"—� � L .. ..... 1 �SELFADJUSIINGSADDlE1HRESHOLD a o Z J CpCm `� N > r o J o a z oz S¢' m e 9m°ES 4 $ SRt ° E BILL a I tQ 0 0 a Ad J Z °� ��. z 0 w � i z o N 2 � 0 N o 8 N � '-z DATE: 4123108 ? ScaE: N.T.S. ° DWG. BY: AL m' CHK BY, LFS DRAWING NO.: R FL-5891.4 0 0 SHEET OF 7 N OF MATERIALS ITEM DESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4"SHIM SPACE WOOD D 1/4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1/4"PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4"PFH ITW CONCRETE SCREW STEEL J I /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K #8 X.2-1 /2" PFH WOOD SCREW STEEL L # 10 X 2"PFH WOOD SCREW STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP THERMA-TRU FOAM 9 4" X 4"HINGE .09T' THK. THERMA-TRU STEEL 10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 11 #9 X 3"PFH WOOD SCREW STEEL 17 KWIKSETSIGNATURESERIESPASSAGELOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD THERMA-TRU .050" WALL AL. ALUM./WOOD 19 HEADER JAMB 4.656" X 1.25"THERMA-TRU, PINE WOOD 20 SIDE JAMB 4.656" X 1.25" THERMA-TRU, PINE WOOD 21 KWIKSETSIGNATURESERIES 780 DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD .45" WALL AL, - .080"WALL VINYL ALUM.COMP. 70 FIBERGLASS DOOR PANEL -FIBER CLASSIC 71 FC DOOR SKIN .110" MIN. THK. FIBERGLASS BY THERMA -TRU WITH YIELD STRENGTH fy (MIN.) = 6,000 PSI SMC 72 TOP RAIL COMPOSITE 73 LATCH STILE L L OOD 74 HINGE STILE WOOD 75 BOTTOM RAIL COMPOSITE 7 POLYURETHANE FOAM CORE •BASF 1.9 LBS. DE STY FOAM l°' N M n ELEVATION 53" I' MINIMUM PENETRATION �'��'CLEARANCE (ALL FOUR SIDES) (by others Caulk between Frome and buck perimeter. HEAD DETAIL (by others) Caulk between flange and buck perimeter. (by others) Caulk between Frome and buck perimeter. SILL DETAIL #8 X 1-1/4" PAN HEAD SCREW MUST ACHIEVE 1" PENETRATION INTO STUD. (TYPICAL) Notes: 1. Installation depicted based off of structural test report #95218.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and. dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frome width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Screw lengths shall be sufficient to guarantee 1" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non —compressible type. . 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate jamb fasteners 3 1/2" from corners. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +25.06 / -25.06 UNITS UP TO 53" x 50" (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) nn[: DAA_ FAOr. DAM: I INSTALLATION INSTRUCTIONS V.R. 12/2/09 E.l".ior & FASTENER SCHEDULE — FINLESS — aE«co: o.rz: JAMB DETAIL °�ODUV: _ _ Windows & Doors 1280 3280 3580 Single Slider NONE 1 CF 1 o� "a �. Gratz, PA 3580 Slider FINLESS — ELEVATION 6" typ. _ 52" / Mid —span 5" typ. It V MINIMUM PENETRATION a-'; �'CLEARANCE (ALL FOUR SIDES) # 8 x 1 1 /4" Screw —y Caulk around (by others) perimeter. Caulk between (by others) Flange and buck. Evleria HEAD DETAIL (by others) Caulk around perimeter. Caulk between Flange and buck. (by others) // Anchor (See Section Details) / EvlaAor (by others) Caulk betweei Flange and buc4 Caulk around perimeter. (by others) JAMB DETAIL SILL DETAIL 2X BUCK AS REQUIRED 1" MINIMUM PENETRATION #8 X 1 1 /4" SCREW MUST ACHIEVE 1" PENETRATION INTO STUD. (TYPICAL) SHIM AS REQUIRED Notes: 1. Installation depicted based off of structural test report 99034.01, specimen #2. 2. Wood screws shall sotify the Notional Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck sholl be secured to the structure to resist all design loads. 4. Wood screw lengths sholl be sufficient to guarantee 1" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate jamb fasteners 5" from head and sill and at midspon of jambs. Locate head fasteners 6" from jambs and one at midspon. Design pressures of smaller window sizes are limited to. that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35.09/-35.09 UNITS UP TO 52" x 62" (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) rA DRAM 8Y. DA L'INSTALLATION INSTRUCTIONS rent 5/3/10 FASTENER SCHEDULE —FLANGE— °COS° o.rt:SCAR: WaT:im Windows & Doors 740/3740 Single Hung NONE 1 0< - Owy, Gratz, PA — 741 Flg L, Roberto Lomas P.E.Engineering Evaluation Report 233. W. Main St Danville, VA 24541.. Report No.:.512999. . 434=688-060.9 :. rllomas@lrlomaspe.com .:.. ... . Manufacturer: MI Nindows &' Doors Inc. 650 West Market Street Gratz; PA 17030-0370: Product Line: Series 3580 PVC Reinforced 53"x5O" Horizontal Sliding Window.. Compliance The above mentioned.product has been evaluated for -compliance with the requirements of the.Florida Department of Community Affairsjor Statewide Acceptance per Rule 61G20-3.005 method l(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: ... 1.:.Approval document:. drawing number 08-02256, titled Series.3580: PVC Reinforced 53"x5O" Horizontal Sliding Window; prepared; signed and sealed by Luis Roberto Lomas P.E: 2. Report No.: C4784.01-109-47 signed. and sealed by Michael D Stremmel, P.E. Architectural Testing, lnc., York; PA AAMA/WDMA/CSA 10.1/I.S.2/A440-08 Design pressure: t25.0/-35.Opsf: . Water penetration'resistance. 3.76psf . 3. Report No.: C4785.01-109-47 signed and sealed by Michael D. Stremmel, P.E. Arch itectural.Testing,.Inc., York, PA /W AAMADMAICSA 101/i.S.2/A440-08 Design pressure:.:.. +45.0/-50.Opsf: . Water penetration resistance. 3'.76psf. 4. Anchor. calculations; report number5129994, prepared; signed and sealed. by Luis. Roberto Lomas P..E.. Limitations and, Conditions_ of use: Maximum design pressure: Refer to installation instructions . • •. Maximum unit size: 53' x.50" Units.mtist be glazed per ASTM E 1300-04, see installation instructions for glass options. This.product.is not. ratedto be used -in the HVHZ.., This product is not impact resistant and requires.impact protection in wind borne debris.regions., • .: Frame material to be rigid PVC.. ..... Installation: Units must be installed. in accordance with approval document, 0.8-02256' . Certification of Independence: Please note that l don't have nor will acquire a fnancial.interest.in.any company manufacturing -or distributing the product(s) for which this. report is being'issued. Also, l don't.have nor.will.acquire-a financial interest in any other entity involved in the approval process of the listed product(s). \,,11f ��.J ..-••...q *• 0 —V " OR F �O TAT P :.'k,�. NAL�E���� . 1. of 1 : . Luis R.- Lomas, P. E. . FL No::62514 12/04/2013 DESCRIPTION LOT 360, PORTOFINO SHORES — PHASE THREE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 43. PAGE 40 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. LEGEND - CENTERLINE A C - AIR CONDITIONER ON SLAB C/O - CLEAN OUT OST-i EL - ELECTRIC HAND HOLE PORTOFINO SHORES LP - LIGHT POLE PLAT BOOK 43, PAGE 6 UR - UTILITY RISER WM - WATER METER - FOUND 5/8' IRON ROD S890 45' 074E 52. 0' AND CAP 'LB 4286' 6' DRAINAGE EASEMENT PLASTIC FENCE J W LOT 360 0 LL W U. 5' b� f L 2' 5.01 COVERED SCREENED O O 25.5' Ld Lo 6. O Lo LOT 359 W EXISTING 3 LOT 36i =' i STORY RESIDENCE �, Lmcn COVERED v ENTRY IC 00i.4' O Z m CA i@. 4' 12. 3 6.0 6 PAVER DRIVE � {m ^� N uR �°/° i0' UTILITY EASEMENT uR LP C/0 WM N090 45' 071 w r CONCRETE WALK o Q Ld N N 65.76' ASPHALT N89'45'07'W BEARING BASE FPAVEMENT VALLEY GUTTER (TYPICAL) 0 ti SPRING LAKE TERRACE NOTES CERTIFIED TO: DARRYL LIND AND REBECCA LIND. HUSBAND AND WIFE i. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND WFG NATIONAL TITLE INSURANCE COMPANY THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. WATSONTITLE INSURANCE AGENCY SEASIDE 2. THIS MAP WAS PREPARED WITHOUT THE BENEFIT SEAE NATIONAL BANK 6 TRUST, OF AN ABSTRACT AND NO ITS SUCCESSORS AND/OR ASSIGNS AS THEIR SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THE SURVEYOR. RESPECTIVE INTERESTS MW APPEAR,,, CERTIFICATE I HEREBY CERTIFY THAT THIS SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF AND MEETS THE MINIMUN[JECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.050-052, FLORIDA ADMINISTRATIVE CODE. THERE--ARE;.NO-- -VISIBLE ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON, SUY.ECT 70 THE -QUALIFICATIONS NOTED HEREON. BOUNDARY SURVEY 04 20 12 7 30 REVISION DATE R E F RICHARD H. SMITH, PROF SSZAL•SURY OPPER, FLORIDA LICENSE NUMBER 5239 RI CHAM H. SH/ TH, 1 NC. SURVEYING AND MAPPING BOUNDARY SURVEY LOT 360 FLORIDA LICENSE NUMBER LB 7667 rsmlthsurvey@bellsouth.net ut PORTOFINO SHORES - PHASE THREE 6748 LAS COLINAS STREET PROJECT NUMBER: 12-027 SCALE i" = 30' LAKE WORTH, FL 33463 (561) 536-8i9! CADD: 227 ISHEET i OF i Irightsoft' Project Summary Entire House QUICK CALCS, INC. i41�a_dt�5 RECEr-T MAy:202014 Job: Date: May 19, 2014 By: 'F'----+_°m,.-"�F"ts-a.------^'-r—tx .- - ,�3'-�^�sa_. -r,- r-•-" h,my.#.�°,�,K' *e„ ' 4�, . s ♦ ?? ��� � a , � 'Pro ec� •.o� k .tip �'. .-o W �� a m _v, a -A d.3�:,.s._..._'s._. ;�'„-_,aa .:� ..t.!`�..�..mc .d..d„ For. LIND ADDITION 6312 SPRING LAKE TER, FT. PIERCE, FL Notes: � � i'Fv,aa s � �° k ,.''!-te''' mi..::a i �' 4"" p %�a P �..D i g n `nf w t rs�� rgla�.,.�...f Weather: Fort Pierce, FL, US Winter Design Conditions Outside db Inside db Design TD 42 OF 70 OF 28 OF Heating Summary Structure 21297 Btuh Ducts 6058 Btuh Central vent (37 cfm) 1146 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 28501 Btuh Infiltration Method Construction quality Fireplaces Area (ftz) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 1657 1657 14895 14895 0.38 0.20 94 50 Heating Equipment Summary Make Carrier (EXISTING) Trade Model 38BYCO36300 AHRI ref Efficiency 8.2 HSPF Heating input Heating output 33200 Btuh @ 47°F Temperature rise 26 OF Actual air flow 1167 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Space thermostat Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 17078 Btuh Ducts 9151 Btuh Central vent (37 cfm) 614 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 25501 Btuh Latent Cooling Equipment Load Sizing Structure 2474 Btuh Ducts 2496 Btuh Central vent (37 cfm) 1556 Btuh Equipment latent load 6526 Btuh Equipment total load 32026 Btuh Req. total capacity at 0.70 SHR 3.0 ton Cooling Equipment Summary Make Carrier (EXISTING) Trade Cond 38BYC036300 Coil F14CNF042 AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Calculations approved byACCA to meet all requirements of 12.0 EER, 13 SEER 24500 Btuh 10500 Btuh 35000 Btuh 1167 cfm 0.044 cfm/Btuh 0 in H2O 0.80 J 8th ° 2014-May-19 12:39:38 + 1- wrightsof-t Right -Suite® Universal 2013 13.0.01 RSUO 1 1 Page 1 ACC,'k CAProgram Files\LING ADDITION.rup Cale = MJ8 Front Door faces: N ; LL wirright oft Right-M Worksheet Job: Entire House Date: may 19, 2014 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@40L.COM 1 Room name Entire House EXISTING HOUSE 2 E)posed wall 172.0 ft 148.0 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 1512.0 ft 5 Room area 1655.0 ft2 1512.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ft? °F) (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 13A4ocs IA-clom 11DO 0.143 1.270 0.390 n n n 4.00 35.56 10.92 2.55 22.33 11.31 180 20 21 139 0 21 557 711 229 354 447 238 180 20 21 139 0 21 557 711 229 354 447 238 V}1 13A.4ocs 0.143 a 4.00 2.55 531 487 1950 1240 531 487 1950 1240 11 L- G 1Aclom 1.270 a 35.56 91.12 9 0 320 820 9 0 320 820 L-G 1A-c1om 13A4ocs IA-c1om 1.270 0.143 1.270 a s s 35.56 4.00 35.56 91.12 2.55 34.77 35 369 20 0 289 20 1245 1157 711 3189 736 695 35 252 20 0 202 20 1245 809 711 3189 514 695 v� 1Aclom 13A-4ocs 1.270 0.143 s w 35.56 4.00 17.90 2.55 60 468 60 432 2134 1730 1074 1100 30 369 30 354 1067 1417 537 901 1A-clom 11DO 12C-0sw 1.270 0.390 0.091 w w 35.56 10.92 2.55 91.12 11.31 1.28 15 21 252 0 21 252 533 229 642 1367 238 323 15 0 252 0 0 252 533 0 642 1367 0 323 F-G �D P C 16B-30ad 0.032 0.90 1.68 1655 1655 1483 2780 1512 1512 1355 2540 F 22Atpl 0.989 27.69 0.00 1655 172 4763 0 1512 148 4098 0 6 c)AED excursion 0 -69 Envelope loss/gain 18394 14600 15645 13096 12 a) Infiltration 2903 818 2498 704 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 2 460 Appliances/other 1200 1200 Subtotal (lines 6 to 13) 21297 17078 18142 15460 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 21297 0 17078 0 18142 0 15460 15 Duct loads 280% 54% 6058 9151 28% 54% 5161 8284 Total room load Air required (cfm) =1 27355 1167 26229 1167 23303 994 23744 1056 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. wrightsoft° 2014-May-19 12:39:38 Right -Suite® Universal 2013 13.0.01 RSU08101 Page 1 ACUN C:\ProgramFiles\LINGADDITION.rup Calc = MJ8 Front Door faces: N -I}I- a; rlghtsoft� Right-J® Worksheet Job: Entire House Date: May 19, 2014 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name NEW OFFICE/STUDIO 2 Eq)osed wall 24.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 13.0 x 11.0 ft 5 Room area 143.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuh/ft? °F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Tj13A40cs 1Aclom 11D0 0.143 1.270 0.390 n n n 4.00 35.56 10.92 2.55 22.33 11.31 0 0 0 0 0 0 0 0 0 0 0 0 �✓ 11 13A40cs 1Aclom 0.143 1.270 a a 4.00 35.56 2.55 91.12 0 0 0 0 0 0 0 0 r-G, �-- G IA-clom 13A-4ocs IA-c1om 1.270 0.143 1.270 a s s 35.56 4.00 35.56 91.12 2.55 34.77 0 117 0 0 87 0 0 348 0 0 221 0 1Aclom 13A-4ocs 1.270 0.143 s w 35.56 4.00 17.90 2.55 30 99 30 78 1067 312 537 199 %clom 11D0 12C-0sw 1.270 0.390 0.091 w w - 35.56 10.92 2.55 91.12 11.31 1.28 0 21 0 0 21 0 0 229 0 0 238 0 P C 16B-30ad 0.032 - 0.90 1.68 143 143 128 240 F 22A-tpl 0.989 - 27.69 0.00 143 24 665 0 6 c)AED excursion 69 Envelope loss/gain 2750 1503 12 a) Infiltration 405 114 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 3155 1618 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3155 1618 15 Duct loads 28% 54% 897 867 Total room load 4052 2484 Air required (cfm) 173 111 Calculations aogroved bvACCA to meet all requirements of Manual J 8th Ed. 44A-vwr1ghLsiD1t' 2014-May-1912:39:38 Right -Suite® Universal 2013 13.0.01 RSU08101 Page 2 A C:\Program Files\LING ADD ITION.rup Calc = MJB Front Door faces: N 14'_4. 12'-3'_ y CA BREAKFAST ROOM N FINISH GRADE_ kkAA A _ _ — _ OFFICE I STUDIO I I 1UXy ° -° I jaXaX� t- 0.-0.XISTING FINISH FLOOR SLAB EXISTING I2'X12' CONCRETE COLUMN _c__.L j TE-2 —PROPOSED8 WALL S a § I N CONCRETE BLOCK TEXTURE STUCCO TO MATCH EXISTING 2 O 12 o I A2 p 1 4 /,THICK CONC. SLAB L, Om W .IMIL VAPOR BARRIERI FINISH GRADE B = E 8' THICKENEDGE I — .,) i. lI I 1 t 28fie b RDPUSED '4' CONCRETE SLAB EXISTI G EGRESS WI DOWS --IIIX 3. 3•_g. 3'_5• PROPOSED LATERAL ELEVATION r MASTER BEDROOM SCALE: 3/8" = 1' Yti� I PROPOSED FLOOR PLAN SCALE: 3/8" = 1' LINETYPE LEGEND t31� xEx eta ww. � V1 .OR DENLND w.ul s wsnp+m mu¢ w�u � tams vmxetweo ev+� nVNDOW PRESSURE 'RESSIIRE EXISTING WINDOWS \-PROPOSED 8' WALL CONCRETE BLOCK TEXTURE STUCCO TO MATCH EXISTING PROPOSED REAR ELEVATION SCALE: 3/8" = 1' 2010/160 MPH \ WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301,1111 OF THE FLORIDA BUILDING CODE 1 2010 RESIDENTIAL EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WIIMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER. PERFORMANCE CHARACTERISTICS AND APPROVED PROINCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE MREQUIFICATINENTS OF THE TOLLOWING O WINDOWS-ANS/AAMA/NVWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REG. OF +46.1 PSG/ -61.7 PSF 2010/170 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DCDRS _ SH NEGATIVE CAPABLE PRESSURES PS IDETERMINEDE AND BY FSCR3012(2) ® EXTERIOR DOORS MUST BE MEET OR EXCEE➢ MIN RED. OF i451) PSF/ -59.6 PST GARAGE DOOR SHALL BE TESTED IN ACCORDANCE © WITH ANSI/DASMA 108 OR TAS202. FBCR 2010 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REM OF +41.2 PSF/ -522 PS F WINDOW SCHEDULE \-PROPOSED 8' WALL CONCRETE BLOCK TEXTURE STUCCO TO MATCH EXISTING PROPOSED REAR ELEVATION SCALE: 3/8" = 1' 2010/160 MPH \ WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301,1111 OF THE FLORIDA BUILDING CODE 1 2010 RESIDENTIAL EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WIIMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER. PERFORMANCE CHARACTERISTICS AND APPROVED PROINCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE MREQUIFICATINENTS OF THE TOLLOWING O WINDOWS-ANS/AAMA/NVWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REG. OF +46.1 PSG/ -61.7 PSF 2010/170 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DCDRS _ SH NEGATIVE CAPABLE PRESSURES PS IDETERMINEDE AND BY FSCR3012(2) ® EXTERIOR DOORS MUST BE MEET OR EXCEE➢ MIN RED. OF i451) PSF/ -59.6 PST GARAGE DOOR SHALL BE TESTED IN ACCORDANCE © WITH ANSI/DASMA 108 OR TAS202. FBCR 2010 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REM OF +41.2 PSF/ -522 PS F WINDOW SCHEDULE TYPE uxsnxRr "1D°H6— N1➢TH HEIGHT °n AREA OF OPFNING(3gQ RFMARKS 2(SP25) (72%6W 75' 63' S 3281 _FINISH GRADE . ., TOTAL WINDOWS 1 MAY 14 DOOR SCHEDULE _ DOOR wo - HEIGHT on TYPE DpMj.AG(sFq REMARIMNI 1 3f el' 1 2EfiE ALUIIJNN.I DOOR 19.87 AIOMm S. cuss FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: LIND ADDITION Builder Name: Street: 6312 SPRING LAKE TERRACE Permit Office: City, State, Zip: FT. PIERCE, FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing Addition 9. Wall Types (1600.0 sqft.) Insulation Area 2.. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1600.00. ftz b. N/A R= ft2c. 3. Number of units, if multiple family 1 N/A R= ft2 4. Number of Bedrooms(Bedrms In Addition) 1(0) d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1657.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1657.00 ft2 6. Conditioned floor area above grade (ftz) 1657 b. N/A R= fta Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(156.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 20 a. U-Factor: Sgl, U=1.07 156.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 35.0 SEER:13.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 35.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 2,000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems - None required 8, Floor Types (1657.0 sqft.) Insulation Area a. Cap: N/A a. Slab -On -Grade Edge Insulation R=0.0 1657.00 ft2 b. Conservation features EF: 0.000 b. NIA R= ft2 c. N/A R= f' 15. Credits Pstat Total Proposed Modified Loads: 23.20 Glass/Floor Area: 0.094 c c PASS f1a7�7 Total Standard Reference Loads: 29.59 I hereby certify that the plans and specifications covered by Review of the plans and 'THE ST " this calculation are in compliance with the Florida Energy specifications covered by this Q1.�"`��p� Code. calculation indicates compliance ,,�°{ .n �:.;:'•%: PREPARED BY- `°` '` '` - iczkl .with the Florida Energy Code. Before construction is completed _.:;;..+{O i r DATE: ✓ this building will be inspected for compliance with Section 553.908 Florida Statutes. t i -f I hereby certify that this building, as designed, is in. compliance with the Florida Energy Code.CCD OWNERIAGENT: BUILDING OFFICIAL: �Y DATE: DATE: 51191201412:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment. LIND ADDITION User 1 Single-family Addition Bedrooms: 1 Conditioned Area: 1657 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot-0 Block/SubDiAsion: PlatBook: Street: County: City, State, Zip: Street Address 6312 SPRING LAKE TE ST. LUCIE COUNTY FT. PIERCE., FL, CLIMATE / V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter .Summer Degree Days Moisture Range FL, Fort Pierce FL ST_LUCIE_CO INTL. 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1657 13256 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1657 13256 No 2 1 1 Yes Yes Yes, FLOORS # Floor Type Space Perimeter R Value Area Tile Wood .Carpet 1 Slab -On -Grade Edge Insulatio Main 48 ft 0 1657 ft' ____ 0 0 1 ROOF # Type Roof Gable Roof Materials Area Area Color Solar Absor. 'SA Emitt Tested . Emitt Deck Pitch Tested Insul. (deg) 1 Hip Compositionshingles 1795 ftz 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation VentRatio`(f in) Area .:RBS 'IRCC 1 Full attic Vented 300 1657 ftz N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1657 ft2 0.11 Wood 5119/201412:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Ft In Et In Area Sheathing Framing Solar R-Vahle FrRctinn Ab or Below Grade 1 N Exterior Concrete Block - Ext Insul Main 4.09999 40 8 320.0 ft2 0 0 0.75 0 2 E Exterior Concrete Block - Ext Insul Main 4.09999 60 8 480.0 ft' 0 0 0.75 0 3 S Exterior Concrete Block - Ext Insul Main 4.09999 40 8 320.0 ftz 0 0 0.75 0 _ 4 W Exterior Concrete Block - Ext Insul Main 4.09999 60 8 480.0 ftz 0 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None .46 3 6 8 20 ftz 2 S Insulated Main None .46 6 6 8 40 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.07 0.5 60.0 ft2 2 ft0 in 6 ft 0 in Drapes/blinds None 2 N 1 Metal Single (Tinted) Yes 1.07 0.5 20.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 3 E 2 Metal Single (Tinted) Yes 1:07 0.5 16.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 4 S 3 Metal Single (Tinted) Yes 1.07 0.5 20.0 ft2 2 ft 0 in 6 It 0 in Drapes/blinds None 5 W 4 Metal Single (Tinted) Yes 1.07 0.5 20.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 6 W 4 Metal Single (Tinted) Yes 1.07 0.5 15.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None 7 W 4 Metal Single (Tinted) Yes 1.07 0.5 6.0 ft2 2 ft 0 in 6 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 2173.2 119.3 224.37 .365 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.2 35 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 35 kBtu/hr 1050 ofm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF ft2 5119/201412:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 DUCTS — Supply -- — Return — Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 20 ft2 Attic 5-ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programabie Thermostat: Y Ceiling Fans: coolingJan HeatinJan Feb Feb Mar Mar f r Apr E Ma May X Jun 4 Jun Jul Jul X Au 4 Au4 X S S p Oct f Oct Nov Nov Dec Dec Venting Jan Feb X Mar [X] Apr [ Ma [ Jun Jul ( Aug [ Se [X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78. 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/19/2014 12:29 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant.Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 6312 SPRING LAKE TERRACE PERMIT #: FT. PIERCE, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402:4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors &outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for.each separate heating controls avid cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the. load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 -of this code. 403.3.3 Building framing cavities shall not be .used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated_ to = R-2 + accessible manual -OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to: pools or spas. Swimming Pools 403.9 Pool pumps andpool pump motors with a total horsepower (HP) of =1 & Spas HP shall have..the capability of operating at. two lor more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%: (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity. system. Electric heat >10kW. must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5119/201412:29 PM EnergyGauge@ USA - FlaRes2010 Section 405A.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficientthe home. 6312 SPRING LAKE TERRACE, FT. PIERCE, FL, 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ext Insul, Exterior R=4.1 1600.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1(0) d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1657.00 ft2 6. Conditioned floor area (ft2) 1657 b. N/A R= ft2 c. NIA R= ft2 7. Windows" Description Area 11. Ducts R ft a. U-Factor: Sgl,. U=1.07 156.00 ft' a. Sup: Attic, Ret: Attic, AH: Main 6 20 SHGC: SHGC=0.50 b. U-Factor: N/A if SHGC: 12. Cooling systems kStu/hr Efficiency c. U-Factor: N/A ft2 a. Central .Unit 36.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 35.0 HSPF:8.20 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hotwater systems - None required Ca N/A p a. Slab -On -Grade Edge Insulation R=0.0 1657.60.ft' a. EF: b. N/A R= ft2 b. Conservation features c. NIA R= 15. Credits Pstat 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) 638-1.492 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software