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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY BP #: I • c� lam SECTION TOWNSHIP C� J RANGE MAP NO. ZONING LAND USE LOT CVG % • 1 • TAZ NO. FLOOD ZONE FIRM MAP # IT FLR ELV MAX HGT CONST TYPE 'OCCUP TYPE MAX 0 # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LO REC LOT SPLIT LOT SPLIT Before 111990 er 1/1990 REQUIRED APPROVED REPORT //,,�� HABITABLE RADON PERMIT CODE `J AREA FEE FEE (( (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 COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS V VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED I , DATE COMPLETED INITIALS. OFIIC USE OND: DATE FILED. PLAN REVIEW FEE: a-0• [iZj RECEIPT NO.: 7 Y PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE &z FILLED IN TO BE ACCEPTED y;. St. Lucie County Building and Zoning 2300 Virginia Avenue .' I'c�OR1flP S��ANNEp Ft. Pierce, FL 34982-5652 J BY 772-462-1553 St. Lucie County APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 7 qV o? D eL,-/L/D 2. PROJECT NAME: -7-rSITE PLAN NAME: 3. PROPERTY TAX ID #: ©( d 6 d 6 �% b 00 4. LEGAL DESCRIPTION (attach extra sheets if necessary): LkVL <� r 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. & 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: l) e K U ID- L 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE:' — an 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [TERIOR RENOVATION (] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: 16. VALUE OF CONSTRUCTION: $ I, g D `CM 15. SF. FT 1st 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 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 - Mousing Department DATE: �o a - Approved by: AFFORDABLE A NABL WORKFORCE HOUSING OWNER INFORMATION NAME: ADDRESS: 35 0, -7 i:::�' 5e" ` CITY: -i- Y I L'Mv", E-L+ STATE: �L/ ZIP: PHONE (DAYTIME): 4 71-1- 46 9 — / ? 7 7 Email: ` 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: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT BUSINESS NAME:. LJ STATE: No ST. LUCIE COUNTY CERT #:�iiCf QUALIFIERS NAME: ADDRESS: tw )-s 5?c vtie wvallDW / n CITY: �a + C`mcy- STATE: L ZIP: S"Q 1f -Z-� PHONE (DAYTIME): (� �z) 5-7 7 FAX NO? T Z ' 1 / 9 �3 7Email: `fi5 " b 6-/ � f Ao z,,C ARCHIT/ENGINEER: ADDRESS: CITY: PHONE (DAYTIME): C—) BONDING COMPANY:. ADDRESS: CITY: STATE: ZIP: 6YIKVW MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: ZIP: IMPORTANT NOT -ICE When a pag t is ism ed and it is not picked up within 60 days after notification it will be voidedggnd returned to„you bv mail. + CERTIF'ICA,TION: 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, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit 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 permit 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: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS •SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is 3accurate an that all work will be done in compliance all a plicable laws ting construction and zo n . vv�yry� i �J gy•• OWNER OR CONTRACTO SI NATURE . p^*" CONTRACTOR SIGNATURE G STATE OF FLORIDA � x c STATE OF FLORIDA COUNTY OF o � � � COUNTY OF s�o= The foregoing instrument was acknowledged before rn c The foregoing instrument was acknowledged before 1�- N Zl T_ me this r�� day of 20 i me this 7 -6 day.of by 1 ' by � fr r1 who is personally known _ or has produced who is personally known or has produced L • V 1 • s identification. as identification. Signature of No y Sign of Notary Commission No. (Seal) Commission No.MWEEIMA • g" A71AlAR� ExpuesOdoberZ� _u15 ' Of eoaadnm,TMYFahbsr m.am• ss70ea; NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST B THIS BUILDING PERMIT AS AN OWNER/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 instructions see appropriate permit checklist. ST. LUCIE COUNTY NEIGHBORHOOD STABILIZATION PROGRAM - 3 ROMP 39 T11M N01103dSNI ON RK WRITE-UP/BID FORM / IFB #10 Ijo aof NO ld3)i 38 isnw C-Opmy IW 3d aNV SNV Id -V Ft. Pierce FL. 30 I oa ao� DATiE%aIAIO Odd eh 1 201 AJ,Nnoo Slan'I as IThe work write-up/bid form is a general outline of the work to be performed. Please refer to the project specification booklet for detailed instructions for each item noted below. Item # System Description of Work --7FLocation Price 1 EXTERIOR Repair all damaged chain link fencing and gates. VARIOUS Reattach all unsecure soffit and replace any damaged or missing components with a like color. Replace all missing downspouts on gutters. Remove the existing television antenna pole and discard. Replace vinyl siding and install new. Install new mailbox and post at residence to include address numbering. 2 HVAC system shall be new central electric minimum VARIOUS HVAC 15 seer, energy star rated heating and air conditioning system with service to all habitable rooms. Include all new ductwork, registers, air handler, piping, electrical and other items necessary for a complete system. 3 ELECTRICAL Install all missing or inoperative outlets, switches and VARIOUS AND cover plates throughout home. Install new GFCI APPLIANCES receptacles to meet NEC. Install new electric water heater. Install new four burner, ceramic top stove with glass door front, Provide new minimum 25 cu. ft., side by side, frost -free Energy Star Rated refrigerator and range hood, microwave oven combination. Install new ceiling fans with light fixtures in all bedrooms, rear porch and living room. Install new light fixtures with globes throughout home to include exterior. Install new lighting panels in framing over the kitchen lights. Install new hard wired smoke detectors. Convect all wiring to meet the NEC. Install a new doorbell to include all wiring. ONE vF Tt iE FOLL" Page 8 of 11 INT:?RNAL WIND PRESSURE _ WiF;DBORNE DEBRIS PROTECTION 'ACT RESISTANCE GLAZING tw1 � ° 4 DOORS Install new tiNlndows throughout entire home, windows /WINDOWS shall be Insulated Impact resistant glass with Low- VARIOUS Solar - Gain Low-E Glazings, Enersy Star labeled and Hurricane approved. Install standard French doors from dining area to porch. Install all new interior doors to include closets: Install new pre -hung front and rear exterior doors and include a screen door on front, repair existing screen door if repairable. 5 PLUMBING Install new ceramic tub with tile surround to include VARIOUS fixtures, drain and plumbing. Install new toilet paper holder where removed. Install new toilet and vanity to include sink, fixtures and plumbing. Cap off existing washing lines located in the kitchen and install new connections. and drain in utility area. 6 CABINETS Install new kitchen cabinets with same footage as KITCHEN existing cabinets to include countertops, sink, fixture, supply lines and shut off valves. 7 INSULATION Insulate attic to R-30. ATTIC 8 FLOORING Install new carpet in bedrooms, wood laminate in VARIOUS living room, hallway and ceramic tile flooring in kitchen, dining and bathroom to include baseboard in all rooms. 9 INTERIOR Repair all damaged or deteriorated drywall throughout VARIOUS home to include tape and texture best to match existing. Remove all paneling on rear porch and install new drywall on walls and ceiling to include all tape, texture and finish work necessary. Install new white wire closet shelving to replace all existing shelving in home. Remove and install a new bathroom mirror with same size as existing. Install a new medicine cabinet in the bathroom. Re -frame attic access and install a new access panel. 10 PAINT Pressure wash exterior of structure and paint with one VARIOUS main color and one trim color. Paint all ceilings white and all walls with one main color. 11 ROOF Repair soffit, fascia, eves drip and flat roof over back VARIOUS porch where necessary. TOTAL BID»»»»»»»> Page 9 of 11 BOARD OF COUNTY COMMISSIONERS ADDENDUM ITB * 10-7902 Deland Avenue PAGE 01/02 Housing and Community Services Diana Wesloski Housing Manager NEIGH130RHOOD STABILIZATION PROGRAM s3 Date: March 14, 2012 To: AN Prospective Bidders: The folbwing questions %W0 received on the Bid herein and affix same to the DOCUments of the above captioned Project, and shall cme integral part of the Co. III DocurneRts, Please note the contents documents is you have on hand. Indicate on the Bid Fonr1 that this Addendum has been received. Question: Installing a washing machine on the waft under the wall under the electrical obstruct access to the electrical panel. Based on � room size nd Panel is not to code. It would Still put It in the utility room? a current iayrout it can only go there next to the dryer. Answer, yes. rynlrtail now connections and drain in Witty area.,, Question Does the home have a septic system and well water or are these city utilities? Ansvrer: Pn lde new aepeic and drain fi M, for bidding Wrposes. PmWde price for an elevated Of All for the drain Held and abandennleM of esetsti �M, with Ave feet will be usted � �Ptk tank IF a new septic is .►ot regabed the final pall request �i based on this unit Prke. (The 04 allowable d1mrVE order for tits Item Is If a left pump or additional fill Is required). Provide a new PUMP, water Conditioner and have Weil tested for biddk% purpose. Questions The new front door will be an out swing door and you are asking us to include/repair the screen door. Not sure whit to about this. Remove the screen door? Answer Yes mn mm soneen door anti don't nVilace. install front door as per code. motion. The area in the when where the washing machine was is to be left empty,. We could also install a dishwasher in that location. Answer: instep a disirrrwsirer a Pergwc book Page ll of Z ti -tn+1C LAJUN I Y PAGE 02/ 02 4uestton: Section 11, Roof, states "repair somt, fasda, eves drip and flat roof over back porch where telling us to repair the flat roof over the back porch? necessary," Is this Replaea flat roof. of i'�AM Ali J� Name of Firm: r,` W f A ?-1%,) ( C `z- f . Date: 3 — I Pape 2 of 2 MIAMI•Q14DE MiAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) w,vtiv.ml;tmidade.aov�pern� PGT Industries 1070 Teehnoiogy Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicab if, u ns 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 AID may immediately revoke, modify, or stuspend 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. DESCRIPTI O cries "SJr -500 Vtin,�rl,LVIVI - in �n ` indoor — L.M.I. APPROVAL DOCUMENT: Drawing ko. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 1 I of 11, dated 08/07/08 with revision C dated 10/07/11, 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 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 (late 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 4 03-0820.14 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 11-1013.19 AM oAQEooutvTir;: _ Fxpiration Date: January 08, 2014 � ApprovalDate: December 08, 20l I Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08 with revision C dated 10/07/11, 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 a vinyl fixed window, .prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710, dated 08/13/08, signed and sealed by. Carlos S. Rionda P.E. (Submitted under previous NOA #08-0820.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test -per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A. Reed, P.E. (Submitted under previous NOA 408 0820.14 For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 11/25/08 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Manuel P.E. Product Contr Ex miner NOA No.1-1013.19 Expiration Date: January 08, 2014 E-1 Approval Date: December 08, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 06-1220.01 issued to Spectus Systems - A Mikron Company for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 01/11/07, expiring on 12/26/11. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report no. ATI-84576.01-401-47, issued by Architectural Testing, Inc., dated October 31, 2008, signed and'sealed by Joseph A. Reed, P.E. (Submitted under NOA# 08-0820.14 For Reference only) G. OTHER 1. Notice of Acceptance No. 08-0820.14, issued to PGT Industries for their Series "SH- 500 Vinyl" White PVC Single Hung Window - L.M.I., approved on 01/08/09 and expiring on 01/08/14. anue �Pe �ez, P.E. Product Con of aminer NOA No. 1-1013.19 Expiration Date: January 08, 2014 Approval Date: December 08, 2011 E-2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS I. GLAZING OPTIONS. A. 3144 LAMI I.G. GLASS COMPRISED OF (1) LITE OF 11W TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6N8' LAMINATED GLASS WHICH IS COMPRISED OF (2) L ITES OF lAr ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. e, 7W LAMI I.O. GLASS COMPRISED OF (1) LITE OF V8• TEMPERED OR ANNEALED GLASS, AIRSPACE AND W18' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 118' ANNEALED GLASS WITH AN .090 INTERLAYER OF DUPONT PVB. 2. CONFIGURATIONS. III AND PROVIEW 3. DESSGN.PiiESSUitES:-7(V�bO PSF (ALL GLASS TYPES LISTED ABOVE) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-M B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130G02. C. IF A TEMPERED CAP IS USED MAX. DP IS-601+60 PSF. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. & SHUTTERS ARE NOT REQUIRED FOR UNITS LESS THAN 30'. 8. REFERENCES: TEST REPORTS FTL-6710. ANSUAFBPA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH4 RONDM®, I8�78 I�' P.4 6QX 18Yi �� Rtumeus FLN V4 VP I BE a-im I NTS I i + 11 1 5191-1 GENERAL NOTES ............ ........ .............. 1 ELEVATIONS...........» ............................... 2 GLAZING DETAILS ................................... 3 GLAZING DETAILS ....................... ......... 4 SECTIONS, I.F. FRAME ................ _.......... 6 SECTIONS, BOX FRAME ......................... 6 PARTS LIST.. ......................................... 7 EXTRUSIONS..._ .............. „................. .... 8 ANCHORAGE SPACING, BOX FRAME... 9 ANCHORAGE DETAILS, BOX FRAME.....10 ANCHORAGE DETAILS, I.F. FRAME__...11 PRODUar RSVISM swwL4 CD& tLA Roma AmpWA N. _ D By MU.1'4 se i o No 5a1Q6 •'• Q• t0 tddf �• 2� ��'�.FSSIOtyP" A. L1f�IN MILLED ; P.E. 6218' MAX. — 48' FD(ED WIDTH DLO 6■ SEE SHEET S MAX FORANCHORAGE— REQUIREMENTS MA AX. I I E WC p IV MAX. 0 X r MAX 46 3/4" SASH WIDTH DLO BOX F]. MAX. SIZE - 62.125' X 75" 8" MAX. 33 XV FU(ED IGHT DLO 33 3W SASH HEIGHT DLO w MAX. — TYP. 75, MAX. 781/4• FRAME O.D. NOTE: 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 8 AND 10. 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETI I. �lmv— i P.0.9QX 167Y N010] I FL itTr� 66 3W FRAME O.D. 62 IW MAX. 48' FIXED WIDTH DLO 41/8" O.C. I r MAX. TYP. ' FIXED ' HEIGHTI) N / I 33 aw SASH / HEIGHT DLO X MODUQr RIMSED u comoft waft Florida . 9ia • 21/4• 46 3/4' SASH WIDTH DLO MAX 9r Froduet INTEGRAL FIN rYP MAX. SIZE ■ 6112WX 76' WUZ ,w., (A I d n n MATIONS Sln a Hung Window a Missile Im ct FSSIONA�;�`` "' '"• A. LY�IWMILLE, P.E. e>raao _ NTS 2 • 11 6181-T C n o Fused I Sash I 1/1 I ;18 "W i ummKIM ®©©W v�oMAIE ® WA ®,_,©© WA eWA =,QWA = /®�� STQ �m 20 I 24 I 28 I 32 I 38 I 40 I 44 I 48 152 1/8 EKanVie: 52.126 x 76 For 1/1 Window a 3 f. Anchors required In the head 3 a Anchors required below the MTR Anchors required above the MTR Example: 52.125 x 82.500 For View Window a 3 Head" 3 3 4 2 2 Sash• Fixed" NOTE FOR VIEW WIDOWS USE VIEW FIXM WIDOW HEIGHT FORANCHOR QL)ANTTiY IN HEAD AND ABOVE THE MTR, AND USE THE VIEW SASH WINDOW HBGHT FOR ANCHOR Ql1ANTTIY BELOW THE MTR tAMXINAlA HEIGHT FOR VIEW WIDOW IS 621/2'. s I NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. MM" FL UM N0100 1%{ ANCHORAGE_NOTESsEORGOX FRAME: 1 �1F�CF7QR TYPES.�1�� ULT 2 • #10 SCREWW 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD - B' MAX FROM TOP CORNERS JAMBS - s" MAX FROM TOP CORNERS* ('NOT TO EXCEDE 1/4 OF TOTAL WINDOW HEIGHT) (' MAX. FROM BOTTOM CORNERS 4' MIN. BELOW MTQ RAIL. SILL - ANCHORS NOT REQUIRED & INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. e. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE. SEE SHEET 11. 111 WINDO VIEW WINDOW Gt 1/8` --{ I I I I LNTS 1 9 a 11 I 6181-1 ^RoDucrREVISED �! 0Yh&YvM Ur Florida °"°I14- By MLmI Fro LYNN�y�'�i�� ��'�� •' VCF.NSF'•4F.P No.69705 to �0 1/ 41 OF /0NAL E A LYN WII1! W P.E. - ­.­ � 1-1-1.1 _l_­_,­-_ r��----,-�-,7-7�--��-7�T.,-tl,-,- - ^1,,� , , , , ,� � ­ . ,-t ---� " _-�. -.!- --- ­,­ 'r ----­;- -77�.--,11,71;��t; �,_"� - '—, - '�­­-.'-, -l:;-'l==,­�'-, *,-,' :,:�7,7�'�, ".­.- -, - - - � ­� , ... ­ � ­� ��. - ­ 4 1 ... �_ � - , , , .. I..., , : � 1- : , ., p ,- . � I ,, -� - , , -' � . I _. 2K WOOD 31=I ,- 1 iI I"0 semw (SEE NOTE 3) + $ - ,- 1IF:SHIM � �� �11_ � � . _ , , I . -_ ­� , . 7 , . .- � I - . � � I 3m* MIN I I 1� : f" � - . � , � , , � .., , , , � I , " mri. , , . , - - I 1, - - " " '. - ;. 1.I , I I ;I, ­­,-.�-.I,I1" L ,-I .�--', � -- I - 2(xWO�-,I-"_7DD R,-= , ­ , �­ ,.�;!­ " . -- �"­1­ �,",I.�.,' ­--"--,' , -,-, ,- ' ; -_11 SEE Norm 3) :OPTONAI. ( I1� FLANGE 4 ., 1 } �­ ` '-­ -Z_3.,-- -- - �-1;, . �,,,,,., " _- I. , ' !- 4 1/4" - , �� -, -�­ : , t' a, ,- _,- - '1­ �",�', ,­ �. l, ;I, -, SHIM �� OPTIONAL FLANGE -_1 I e -, 't JAMB WTBOX FRAME . ; ,HEAD W/ BOX FRAME: THROUGH FRAME INTO OD THROUGH FRAME INTO ­-f� .;�"; 1�I WOODS } i (SEE Nam , _Y4' ­1- -F.�c4"t_r­- 13WMIN1-'g�, e$ I I4"MAX SHI3 5 KSI MIN CNCREE �­-?, 1Mlf ,g " -Zi16KSIMNiCWU �� �,�ya , ,i_l: - �., � - � , s ." j,t OFLANGE , .­, .�I,, SIM , e �?H1i , . A 3"..4 311"VULTRACON-JI I - .b i" (_­. . ' �; � IDSU l ? OPTIONAL "��,­� I ., " 3) 31 , J��'If­� JAMB W/ BOX'FRA&E " l-1_HEA BOX 13THROTHROUGH FRAME INTO CONCRETE -THROUGH -FRAME INTO IX BUCKOPTIONALlx BUCK CPTIO NOTES - r,,e` L :_ i, 1.-FMCONCRETE IN MIAMH)ADE COUNTY;USE ONLYMIAMI-DADS COUNTY APPROVED 16*ULTRACON EM.S- 13MIN., DISTANCE FROM ANQMe, ,TO CONCRETE EDGE IS I" MNIMUM. 2FOR OOD APPUCATIONS IN MIAMIDADE COUNTY. USE olo STEEL SCREW, EMSEDED I3W MIN_ ? 3Wo00 BUCKS DEPICTED IN THE SECTIONS ON THISPAGE ASlX ARE SUCKS*HOS9 TOTAL THICKNESS IS LESS THAN119.1i WOOD BUCKS ARE OPTIONAL LNIT_'CAN BE INSTALLED DIRECTLY To SOLID CONCRETE WOOD BUCKS' DEPICTED AS 2ARE I 112'THICK0 GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHOPTy HAVING JURISDICTION. _'.4. FOR ATTACHMENTTO ALUMINUM: THE MATERAL SHALL BE A MINIMUM STRENGTH OF 6045AND AMINImUM OF,lir THICK_THE ALUMINUMLSTRU&URAL MEMBER SHALL BE OF SIZE TO PROVIDE FULL SUPPORT To THE WINDOW FRAME SIMILAR TO THATSHOWN IN THESE DETAILS FOR 2x WOODBUCKS-THE ANCHOR SHALL09 A#10 SHEET METAL SCREW WITHFULL ENGAGEMENT INTO THE ALUMINUMIF THESE CRITERIA ARE RET,7HE RESPECTIVE DESIGN PRESSURES ANCHORAGE FOR ULTRACONS MAYBE USED.. _t I- t D& IV24W .A'MR LEMADATMIadim­ft.w Aa imaw , a ��cq,vw&= tolo TEMc=y m* ANCHORAGE DETAILS-B0XFE_1j J�a8MV. "�rU Mr/f C ch"1�SHEEr ,,n fSkiisHund dbw La�aMhmlleimaft PAZ=� , . , _-, RaL ... - �7�,NONOWS R 34M �omwI' —,- • .. L = -a , NM 10- �ilc� 61�1, - I :­ �'�­ - I- L � ' , : . I- 1- "_�� cl � � ., , L,__. � f _ , 1:1 . I ,_ " �, ,� , , , - 1. -.01 '1.il %.YNAr A1,14. - " ,--, -, 1-- * * -* No 58705'. - 'a-h - O%'- ' WA OF . .., 4'-w - � ". , . . .Z. ."40RIUK-" , o' ., .... - *" •, , .� " '-�ECG,- - -, ,. , 't 0 .. �% . - ' ` - %). I � %,,,� ��I.#W 4A I . .." , �/O I, � - � . . LY Ml"Wp.E. . . '... � ­ I i 1 -�1. .yx , _.' 1 ­"- .� ;� Y - . I , ' ".�R�-��� , ­ .. .. . � . ' 1� . , � IL , � t '. �L I � - , , "�, " - , , �! �__, ­ L , , L,--' � I I � , I I . ' �L ' L , . I %L � L .� � � Z' ! . rl_ _ , _ :& � _ , . , , I I . L. -_ - I,� " �s t s F . .'.­ .­. ,I :, . _ I, � ', _ U ; �, t",I .,--�- ,. .. - - .. < -, , : . _ _ i ' ,` r _ } r I �,�f1 - z,i WOOD BUCK - ,:. _ , (3EENOTE 2I I ' -I �-. - _ ' 1!4'MAX SHIM 7 t s t F ' ..j - , 1IB'OIAx1 a _.1 a - U2' WAIL.': 2x WOOD BUCK t $MAX FROM (SEE NOTE 2) x , _ CORNER 8 41/S' 0 0. ,"�� £ o ,,, . . .I t ' .. ,i - OPTIONAL FLANOE� - OPTKINAI � FLAN GE j C ' , 1/4 :.:.. ": °, :. ; r _ , "^ ..' . 1!8' DIA z 1 7 ;,;,,--�� M $H m-­.�! . . 5 . �. " ` '` a . , , 21l4' MAK FROM COANER811f8 O �-I, !S' DIA x 11/Y NAIL .c. .: ,'"I.'g"-:����-i 'I-1"���. ,- ' ' " . -_ ' : '. ` ' � .,:. Ri ... ;. .. 3 _ , - • , 6-MAX. FROM 5. :. , . _i.. - OPTIONAL , _L'� .- CORN ER 641I3' O C • . .. ,,• o FLANGE I-..,,�';�." ,, . ;, s :a; �',�_- j JAMB W! NAIL FIN HEAD:W! NAIL FIN SILL W! NAIL THRU' NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING ' THRU NAIL FIN INTO W( ���1,-,,—���� '"­, -I .1,­,1'I� - r } . ­ " .,,-,­�,,." -,, .,� _.M-),`44"dj. rV 4 Ta i f t• ,.,'_ 3 r I � p r 5' 3 `' '{ _,. { i. �' t '{.. Y 3 R fi. Sx� Y .f ', ., . : - .. , ` ry - v i 7 i _ '!yt 3 i t b ,'-. fr r. ., .. '.. ... r f y '3. ` I 4 S a r - . r - i# I. . - - - f 3 5 A 1 1 L . r,- ., s t r _ I ' ,, i f t ,. Ib .,; .:' I,�1 k;Y F ; t S �­­ . .. r :,,, -, - . I 1 , '. 1 f s 5 , . � !'- .,, ,1., ,� t s NOTES. i r d f {- r t ., , ",, _ < -' . . S S . .. . = - Yht t '.. 3 l 1.- FOR INTEGRAL FIN APPLICATIONS IN MIAMI `112° DADS COUNTY, USE f�' DIA x'1 NAIL i s � , :-.. ' 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1112°. ,1x !' , -. - ,,,,_1, WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE• WOOD BUCKS DEPICTED AS`2x ARE'1 112- THICK OR '- x I „ _GREATER INSTALLATION TO THE SUBSTRATE OF.WOODBUgfB TO BE ENGINEERED BY,OTHERS OR AS APPROVED BY AUTHORITY -, - HAVIt� 'JURISDICTION.- r '.. E _. •.. -- - f ,-­ � ;, FOR ATTACHMENT TOALUMINUM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TG AND A,MINIMUM OF 11S'THICK THE ,ALUMINUM ..�- �.. STRUCTURAL MEMBER SHALL BE OF A SITE TO PROVIDE FULLBUPPORT.TO THE WINDOW FRAME SIMILAR TO THAT SHOWN ' n .,�-" %. ­�. � . . �-, IN e :. THESE DETAILS FOR 2x WOOD SUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM . . �­' �, (F THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR;ULTRACONS MAIf BE USED �iI),.,,.�,�- ­ . II�. ,, ; . - :I,. -, �",L,I i; --.,",.".�,,�­,-- ,-­7:1 : • .I.,.:,I.j-11,:�I-�:I, . . .',;!-1� Q4« ff,Q6ND A PERA94YF6OELET7EitOATID1GOLW }--- - a a..1rr ,.,�1�,,-.I_1 _I -,*4,­'-'­I ­� �, ,__-7, . :: , Qa fanaae ' e .. NGClMNOE.TW88HEEi to N OR 4;., l­�-. :4NCHORAGE DETAILS Ini ' 'gal Fin Frame 'B - a ; '' `.` u 1=01 ^- C NOOLOIN � TrirsairFBr P 4 Vin S/n le Hu WlndoW' La Missile /m HCf' r, 1I — 1- -- `, ', •.1fi a.w ,�,�, ,, " _, :... r .. ... . ,. " . . sfaan NTS -f! 6181-1 .Ci • 'iODUCf RBVIsw '" � Ind iD,� ' tImF.k" �' ' v ,c ' P * Na 58T05 .:'(or 1 9 O 6TAT OF !o '-i, ., AORiO- G\' !',, ZONAL' O o' F A.LWUMLIA,P.E. n .FL.P-F 9 SR7nr { '. i - 6 i. , r - .,1 - t, e y:.p 1.-• .. I ;;-a. y.. _ - ,. "!"-' , ...ti.a.. r @ _ -I - _,.yam . X M I AM I-DADE ,;''' MIAMI-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA)z CertainTeed Corporation (PA) ,'ONCEALED FASTENERS OR ATTACHMENTS R` ' a : `; 1400 Union Meeting Road ARE THE RESPONSIBILITY OF THE :- t op, PA 19422 Blue Bel!: x� CONTRACTOR OF RECORD SCOPE: This NOA is being issued under the applicable'rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. "Phis product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: lin�tiims0,vez; Wioo4vRecksa LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to'co►nply 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. 09-0310.08 and consists of pages I through 11. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 10-0330.02 Expiration Date: 04/13/15 MIAWDADEClJUNN ' Approval Date: 10/27/10 Page 1 of 11 ROOFING ASSEMBLY APPROVAL C_ ateizory Roofing Sub -Category: Modified Bitumen Material: SBS Deck Type: Wood Maximum Design Pressure -105 psf TABLE 1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product ;Dimensions Slaecification Description Flintlastic SA NailBase 66'6" x 39-3/8" ASTM D4601, Fiberglass reinforced, SBS modified Type 11 bitumen base sheet. Flintlastic SA Mid Ply 33' 11" x 39-3/8" ASTM D6164 Polyester and Fiberglass scrim reinforced, SBS modified ply sheet. Flintlastic SA PlyBase 39'-3/8" x 66'6" ASTM D1970 A self -adhering Fiber glass mat, SBS modified bitumen ply sheet. Flintlastic SA Cap 33' 11" x 39-3/8" ASTM D6164 Polyester scrim reinforced, self - adhering SBS cap sheet. Flintlastic SA Cap FR 33' 1 1" x 39-3/8" ASTM D6163 Fiberglass scrim reinforced, self - adhering fire retardant SBS cap sheet. Flintlastic SA Cap 33' 11" x 39-3/8" ASTM D6164 Polyester scrim reinforced, SBS cap CoolStar sheet with a CoolStar coating. Flintlastic SA Cap FR 33' 1 1" x 39-3/8" ASTM D6163 Fiberglass scrim reinforced, fire CoolStar retardant SBS cap sheet with a CoolStar coating. FlintPrime Asphalt 1, 3 or 5 gal pail ASTM D 41 Asphalt primer. FlintPrime SA 1, 3 or 5 gal pail Proprietary Water based, polymer modified primer. APPROVED INSULATIONS: Product FlintBoard ISO ACFoam II GNRGY 3 Multi -Max FA-3 DensDeck, DensDeck Prime I -I -Shield Securock loll r� a4' I APBROYER F. TABLE 2 Product Description Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Gypsum coverboard Polyisocyanurate insulation homogenous fiber reinforced Manufacturer (rvith current NOA) CertainTeed Corp. Atlas Roofing Corp. Johns Manville R-Max, Inc. Georgia Pacific Hunter Panels U.S. Gypsum NOA No.: 10-0330.02 Expiration Date: 04/13/15 Approval Date: 10/27/10 Page 2 of 11 Deck Type 1: Wood Non-I:rasuiate I Deck Description: Min 19/32" thick plywood attached using approved 8d nails spaced 6" o.c. at wood joists spaced max. 24" o.c. System Type )E(1): Base sheet mechanically fastened All General and System Limitations apply. Separation Sheet: (Optional) One or more layers of GlasBase, loose laid. A,utchBase - heet; One or more layers of Flintlastic SA NailBase, mechanically attached as described below. F ste arng: Anchor/Base sheet shall be fastened with approved 11 gauge 1-1/" annular ring -shank roofing nails and tin caps spaced 8" o.c. at the min. 3" wide side lap. With three additional (equally spaced) staggered rows in the center of the sheet spaced 8 inches o.c. for a total of four rows. Ply Sheet: (Optional) One or more layers of Flintlastic SA Mid Ply, self -adhered IV eat b7 One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: -52.5 psf (See General Limitation V.) Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood attached using approved 8d nails spaced 4" o.c. at wood joists spaced max. 24" o.c. System Type IE(2): Base sheet mechanically fastened All General and System Limitations apply. Separation Sheet: (Optional) One or more layers of GlasBase, loose laid. Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor/Base sheet shall be fastened with approved 11 gauge 1-'/4" annular ring - shank roofing nails and tin caps spaced 8" o.c. at the min. 3" wide side lap. With three additional (equally spaced) staggered rows in the center of the sheet spaced 8 inches o.c. for a total of four rows. Ply Sheet: (Optional) One or more layers of Flintlastic SA Mid Ply or SA PlyBase self - adhered Membrane: One layer of Flintlastic SA Cap, Flintlastic SA Cap FR, Flintlastic SA Cap FR CoolStar, Flintlastic SA Cap CoolStar self -adhered. Surfacing: None Maximum Design Pressure: -60 psf (See General Limitation /17.) NOA No.: 10-0330.02 i'rwiaral•oAoecoutvry Expiration Date: 04/13/15 Approval Date: 10/27/10 Page 8 of 11 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 2. l93 4. D 7. 8. G1 10. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no *recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf, insulation attachment shall not be acceptable. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shalt utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS I 1 I and applicable wind load requirements. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e, field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 10-0330.02 • Expiration Date: 04/13/15 DA7OEOUNf pii Approval Date: 10/27/10 Wage 11 of 11 ffl plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth/ Woodgrain/ White Woodgrain Rustic/ Mahogany aerie; I•erg a•;o i �T GENERAL NOTES l,. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZJ. 2. Product anchors shall be as fisted 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 E 1996 and Section 1609.1.2.4 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same 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. TAstE OF COMIS SHEET! DESCRIMON 1 Typicotelevation, design pressures, 3 general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring 6 1 Bill of materials S components 37 50" MAX. OVERALL FRAME WIDTH r" 3t4ifNG =: �� MAk. FRAl4tE OIlNEN.SIbN DESIGN PRESSURE (PSG :POSITIVE. `1VEGATIVE" INSWING 37.50" x 82.00" +65.0 .65.0 olI ING " = 37.50" 14 a N.T. orx� e+"• JK sac er: LFS FL-15187.1 MT t or 6 :\A Projects\Project Folders\prof 1501 - 16CO\PF 1574\D, RVVBC Drawings\FL-15187.dovg 79.2S'DOORHEIGHT--------- N -+ qq N N Ci mc O 46' >o 38.191, m m 0 it y z z D m m .l1 TN S n D 'a v 4 N O O O nm o� O IV lJ 0� ][Z An n •. '.i • a. �a.. :. 0 0 L I N. g PRODUCT: Pnp—d ey: r 4 PLASTPRO Vmr�+n // BUILDING CONSULTANTS. INC. IN FIBERGLASS DOOR rJl l/I�P.O. 230 YaWeo FL.33899 C,t Z b VYY Phone No.: 813.859.9107 y o1 PART OR ASSEMBLY: Flulda Board of Profonafoaol Enginaer° BY DOOR PANEL DETAILS cartmaat. Of,arl:a No. 9873 ry NO DATE (!L. Z� ��� REVISIONS L.y.daa F. sahraldL P.E. No. 43409 'S: 201 2 P.W. tluumnm Cerra ucrnwvx INc. • 1-1/.i" MIN_ EMS. PP.) 3 4 4 •� T(D C-SINK a> Q �(TyP) 7 40 INTERIOR EXTERIOR m 27 HORIZONTAL CROSS SECTION 3 Outsw ng shown - insw ng Oi,. Qpproved INTERIOR EXTERIOR u 69 0 HORIZONTAL CROSS SECTION 3 Shown w/ I sub -buck .15* C-SINK (TlP.) INTERIOR 1-1/4" MIN. EMS.'(rYP.) EXTERIOR �-'�� 9 �11 2 HORIZONTAL CROSS SECTION \ 3 / �11i5Win� Shown - h",ing . � Qiso approved z J. lz Ila z akTE:02108 12 ' MILE: DIM er: JK o' d.Y. Bf: LFS s DRIVMv No.: ItFL-15187.1 cT a �r 3 or 6 Z_ C �t m w 3 VERTICAL CROSS SECTION 4 Outsw ng configuration EXTERIOR INTERIOR 4 '� VERTICAL CROSS SEC77ON 4 ' Inswing contigLwafion a o Z I z � •E 02 08 12 ' CE: N.T.S. s �• JK m' ar: LFS azn No. ri FL— 15187.1 0 z7 4 or 6 " c • d" D TYP. HEAD & JAMBS zo MASONRY, -" - [ q M MASONRY OPENING w OPENING Z O FRAM 2X BUCK n 2X BU BUCKIANCHORW STRIKE JAMB CONCRETE ANCHOR NMI I. Substitution of equal concrete ancho ' m a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table. ANCHOR TYPE .ANCHOR. SIZE M►N. EMBEDMENT MiN CLEARANCE TO . °MASONRY EDGE. M11d CtEARfiPfCE TQ :A CENT ITW 1/4" 1-i/4 2-1/2" 3 ELCO 1/4" 1-1/4" 1" 4" 2 1/4a CK L 2X BUCK a SEE HING / J 1 X BUCK DETAIL 1 TYP. HEAD & JAMBS E �0` SEE HINGE '— DETAIL 2 FRAME ANCHORING Masonry construction IX 2XI H IX BUCK 2X BUCK L L 2X BUCK IX BUCK 27 IVLATCH d DE DDOLT DETAIL HINGE DETAIL 1 Ix 2X 4 16 HINGE JAMB HINGE DETAIL 2 e o n O J E: O2 �= N.T.S. ° o JK m' er: LFS s ,Zx Fo- c FL-15187.1 N 0 c. 5 cr 6 " R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Profcssional Engincers Ccrtiricate of Authorisation No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Plastpro, Inc. Smooth/Woodgrain/White Woodgrain Exterior Doors Exterior Door 5200 West Century Blvd. Rustic/Mahogany Assemblies Los Angeles, CA 90045 Series Fiberglass Door Inswing/Outswing - "Impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro, Inc. based on Rule Chapter No. 9N-3, Method 1 D. of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 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 borne 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 E1996 and Section 1609.1.2.4 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15187.1 require further engineering analysis by a licensed engineer or registered architect 6. See drawing FL-15187.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 2004-09-24-028 ASTM E 330-02 & E 188611996-02 Testing Evaluation Laboratories, Inc. Wendell W. Haney, P.E. ETC 10-209-24588.0 ASTM E 330-02 & E 1886/1906-02 ETC Laboratories Mark Sennett 2. Drawing No. Prepared by Signed & Sealed by No. FL-15187.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc; (CA 49813), . Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PF 1574 Sheet 1 of 'I Lyndon F. Schmidt, P.E. FL PE No. 43409 2/24/2012 FORM 405-10 - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Profess i onal Regulation - Residential Performance Method e: ST. LUCI COUNTY Builder Name: FStreet:7902 DE ND AVE. Permit Office: ip: FT. PIERCE, FL, Permit Number: i Jurisdiction: Design Location: FL, Fort ierce New (From Plans) 9. Wall Types (1200.0 sqft.) Insulation Area 1. New construction or edsting a. Concrete Block - Ext Insul, Exterior R=4.0 1200.00 ft2 2. Single family or multiple family Single-family b. N/A R= ft2 3. Number of units, if multiple f miiy 1 c. N/A R= ft2 3 d. N/A R= 4. Number of Bedrooms I 10. Ceiling Types (1367.0 sqft.) Insulation Area 5. Is this a worst case? I No a. Under Attic (Vented) R=30.0 1367.00 ft2 6. Conditioned floor area above Conditioned floor area below grade (ft2) 1367 grade (it) 0 b. N!ft2 ft2A c. NIA LL 11. Ducts ; R ft2 7. Windows(192.0 sqft.) Description Area a. Sup: Attic,F. i R k1 6 135 a. U-Factor: S I, U=0.55 192.00 ft2 SHGC: SifIGC=0.30 12. Cooling systems kBtulhr Efficiency b. U-Factor: N ft2 a. Central Unit 29.0 SEER:15.00 SHGC: c. U-Factor: N)r SHGC: ft2 u/h 13. Heating systems kBtr Efficiency d. U-Factor: N A ft2 a. Electric Heat Pump 28.0 HSPF:7.70 SHGC: Area Weighted Average Ov rhang Depth: 2.000 it. 14. Hot water systems Area Weighted Average S GC: 0.300 a. Electric Cap: 40 gallons 8. Floor Types (1367.0 sgft.)i insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1367.00 ft2 b. Conservation features b. NIA R= ft2 None c. N/A R= ft2 15. Credits Pstat S S Total Proposed Modified Loads: 26.75 PA�7r7 Glass/Floor Area: 0.140 Total Standard Reference Loads: 34.90 I hereby certify that the plains and specifications covered by 'G Review of.the plans and O� YBE ST this calculation are in com liance with the Florida Energy specifications covered by this `_'• Code. calculation indicates compliance r�`Ft,,, = = r i with the Florida Energy Code. 4r"' Before is completed wca PREPARE B construction Q DATE: this building will be inspected for 0 tb compliance with Section 553.908 ` 1 hereby certify that this b� i, ilag, as 'gne , is P compiian in Florida Statutes - CQU WE with the Florida Energy Cgde. OWNER/AGENT: BUILDING OFFICIAL: 6, DATE: DATE: 4/19/2012 8:04 AM 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: ST. LUCIE COUNTY FLProp2010 1 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1367 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 7902 DELAND AVE. 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 1367 10936 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlock9 1367 10936 Yes 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio RoomslnBlockl 115 ft 0 1367 ftz __-- 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 Composition shingles 1481 ft2 0 ftz Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1367 ftz N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1367 ftz 0.11 Wood 4/19/2012 8:04 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Ext InS6t00mslnBloc 4 43 8 2 E Exterior Concrete Block - Ext InsfitoomslnBloc 4 35 8 3 S Exterior Concrete Block - Ext InsfitoomSlnBloc 4 43 8 4 W Exterior Concrete Block - Ext Insfit00mSlnBloc 4 29 8 344 ft2 0 280 ft2 0 344 ft2 0 232 ft2 0 0 0.75 0 0.75 0 0.75 0 0.75 0 0 0 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall V # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Overhang Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 0.55 0.3 N 48 ft2 2 E 2 Metal Single (Tinted) Yes 0.55 0.3 N 36 ft2 3 S 3 Metal Single (Tinted) Yes 0.55 0.3 N 48 ft2 4 W 4 Metal Single (Tinted) Yes 0.55 0.3 N 60 ft2 2 ft0 in 6 ft0 in 2 ft0 in . 6 ft0 in 2 ft0 in 6 ft 0 in 2 ft 0 in 6 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 1290.83 70.8652 133.272 0.26280 7.08214 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 7.7 28 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:15 29 kBtu/hr 870 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type Subtype Location EF Cap Use SetPnt Conservation 1 Electric None RoomslnBlock10.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Cert # Company Name System Model # Collector Model # Area Storage Volume FEF None None ft2 4/19/2012 8:04 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 DUCTS — Supply — — Return — Air Percent HVAC # V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 135 ftz Attic 20 ft2 DSE=0.88 RoomslnBlo0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan [[X]] Feb [[X]] Mar X Apr f (X May (X Jun Jul [X Aug X] Sep X] Oct X Nov f X] Dec f Heating Jan N [X] Feb [X] Mar X� Apr [X� May [X� Jun FX] ] Jul [X� Aug f X] Sep X] Oct Ix X� Nov X] Dec Venting Jan [X Feb [X Mar X Apr X May X Jun Jul X Aug X Sep Oct X Nov X 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 4/19/2012 8:04 AM 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: 7902 DELAND AVE. 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 and 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 and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or 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 4116/13). 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. 4/19/2012 8:04 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL). DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows— Description a. U-Factor: Sgl, U=0.55 SHGC: SHGC=0.30 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 7902 DELAND AVE., FT. PIERCE, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Ext Insul, Exterior R=4.0 1200.00 ft2 b. N/A R= ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1367.00 ft2 1367 b. N/A R= ft2 Area c. N/A R= ft2 192.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: RoomslnBlock1 6 135 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 29.0 SEER:15.00 ft2 2.000 ft. 0.300 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1367.00 ft2 b. N/A R= ft2 c. N/A R= ft2 13. Heating systems_ a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits 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;re,%Builder Signature: Y Y>r"lf�J - Date: �' — "2� Address of New Home: �7 7 6 �y U� City/FL Zip: F , -( . kBtu/hr Efficiency 28.0 HSPF:7.70 Cap: 40 gallons EF: 0.92 Pstat *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software �+ wrightsoft� Project Summary Date: Entire House. By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-46"799 Fax 772-466-6796 Email: QUICXCALCS@AOL.COM Project Information For. ST. LUCIE COUNTY 7902 DELANDAVE., FT. PEIRCE, FL Notes: Weather Winter Design Conditions Outside db Inside db Design TD Fort Pierce, FL, US Summer Design Conditions 42 OF Outside db 70 OF Inside db . 28 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 14806 Ducts 0 Central vent (113 cfm) 3474 Humidification 0 Piping 0 Equipment load 18280 Infiltration Method Construction quality Fireplaces 90 OF 75 OF 15 OF L 50 % 61 gr/lb Sensible Cooling Equipment Load Sizing Btuh Structure 18747 Btuh Btuh Ducts 0 Btuh Btuh Central vent (113 cfm) 1861 Btuh Btuh Blower 0 Btuh Btuh Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19578 Btuh Simplified Average 0 Heating Cooling Area (ftz) 1367 1367 Volume (ft3) 12285 12285 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 92 47 Heating Equipment Summary Make Lennox Trade 14HPX SERIES Model 14HPX-030-230-13 AHRI ref no.4637132 Efficiency Heating input Heating output Temperature rise Actual airflow Airflow factor Static pressure Space thermostat 8.5 HSPF 27800 Btuh @ 47*F 15 OF 1650 cfm 0.111 cfm/Btuh 0 in H2O Latent Cooling Equipment Load Sizing Structure 3567 Btuh Ducts 0 Btuh Central vent (113 cfm) 4717 Btuh Equipment latent load 8284 Btuh Equipment total load 27862 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Lennox Trade 14HPX SERIES Cond 14HPX-030-230-13 Coil CBX27UH-030-230*++TDR AHRI ref no. 4637132 Efficiency 12.5 EER, 15 SEER Sensible cooling 20020 Btuh Latent cooling 8580 Btuh Total cooling 28600 Btuh Actual air flow 953 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Apr-19 08:28:54 �. wright9oftm RightSufte® Universal 2012 12.0.04 RSU08101 Page 1 ACCA ...Ics\Documents\Wrightsoft HVAC\ST. LUCIE COUNTY-7902 DELAND.rup Cale= MJ8 Front Door faces: -1- wrightsoft, Right-M Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466.6796 Email: QUICKC4LCS@AOL.COM 1 Room name Entire House FLORIDAROOM 2 Exposed wall 168.0 ft 42.0 ft 3 Room height 9.0 ft d 9.0 ft heat/cool 4 Room dimensions 18.0 x 12:0 ft 5 Room area 1365.0 ft2 216.0 ft2 Ty Construction U-value Or HTM Area (ft2) toad Area (ft2) Load number (Btuh/ft2-°F) (Btuh/f12) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W - . 13A flocs 0143 no, 4.00 265 387 318 °. 1273 809 0 ; 0 0 A. D ``0 770 ne 21:56 36 90 48 0 1035 1771 0 0 0 0 "11D0• Q390 "ne.. 10192 11:31 _. 21 21. 229 .,.' •238,-' ..0 ._. 0-" 0 0 V�I 13A-4ocs 0.143 se 4.00 2.55 369 321 1285 817 108 84 336 214 11 4AS-2om 0.770 se 21.56 37.15 48 0 1035 1783 „ 24 0 • .• 517 892 ,-G 13A flocs "0 143 . sw 4.00 _ . 2.55 367 314 1257 799 _ 162 165 , , 920 267 4A5 tom' 0 770 sw 21:56 37:15 ; 4 0 86 149 ` 0 0 0 0' 4A5-tom '.11Do 0.770 sw 21.56 37:15 48 0 1035 1783 36, A 776 1337 6.390 sw 10.92 11.31 . 21 ' Z 229 238.. 21- .. _ 21 '229 :238 W 13A-4ocs 0.143 nw 4.00 2.55 369 325 1301 827 108 100 400 255 --G 0 770 nw, 21.56 36.90 44 0 949 1623 8 0 172 295 C .4A5-2om, 16B 30ad d : 0.032 =' • ' = 0:90 ', 1'68 . _ _ 1365 1365 , <. •. ' 2293 _ ; .216 . 216 164 `-, 363, F. 21A-20c 0.027. ... -, • 0.76 . 0.00 1365_ .,, 1365 ,1223 _ 1032 ,a 0 216 , 216 163 0 6 c) AED e>cursion 0 77 Envelope loss/gain 11970 13131 3209 3937 12 a) Infiltration 2835 776 709 194 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 0 0 Appliances/other 30M 0 Subtotal (lines 6 to 13) 14806 18747 3918 4131 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14806 18747 3918 4131 15 Duct loads 0% 00/0 0 0 -0% 00/0 0 0 Total room load 14806 18747 3918 4131 Air required (cfm) 1650 953 437 210 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri htsOft® 2012-Apr-19 08:28:54 9 RightSuite® Universal 2012 12.0.04 RSU08101 Page 1 ACCA ...Ics\Documents\Wrightsoft HVAC\ST. LUCIE COUNTY-7902 DELAND.rup Cale= MJ8 Front Door faces: - wrightsoft9 Right-M Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-4666796 Email: QUICKCALCS@AOL.COM 1 Room name BEDROOM BATH 2 Exposed wall 26.0 ft 4.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 14.0 x 12.0 ft 6.0 x 12.0 ft 5 Room area 168.0 ftz 72.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) 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/P/S Heat Cool 6 WI 13A-4ocs 0.143 ne- 4.00 ' 955 0 0 0 0 0' 0`. 0 0 [--G D 4A5-2om 0.770 ne 21.56 36.90 0 0 0 0 0 0 0 0 11 DO 0.390 ne 10.92 .11.31 0 0 0 0_1 0 0 0 0 13A-4ocs 0.143 se 4.00 Z55 108 96 384 244 0 0 0 0 11 4A5-2om 0.770 se 2156 37.15 12 0 259 446 0 0 0 0 Vh 'I cs 0.143 sw 4.00 15 1 0 110 1 _ 1 0 1 D�m , 37.15 4 6. 0 0.770 sw ;. 10,92 � 0 0 .' 00 yJ 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 0 0 G C' 4A5-2om 1613-30ad, ._ 0.770 0.032 nw - 21.66 0.90_ 36,90 1.68 0 168 0 168. 0 151 0 282' 0 72 0 72,65 0 0 121 F 21A 20c 0.027 - 0.76 0.00 168 168 127 0 72 72 _ _ 54 _ 0 6 c) AE D woursion -54 43 Envelope loss/gain 1636 1654 333 394 12 a) Infiltration 439 120 68 18 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2C75 2D04 401 412 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 73 50 0 0 14 Subtotal 2148 2054 401 412 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 ITTotal room load 2148 2054 401 412 Air required (cfm) 239 104 45 21 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wri htsOTt® 2012-Apr-19 08:28:54 9 RightSuite@ Universal 2012 12.0.04 RSU08101 Page 2 �� ...lcs\Documents\Wdghtsoft HVACIST. LUCIE COUNTY-7902 DELAND.rup Calc = MJ8 Front Door faces: wrightsofts Right-M Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-4666799 Fax 772-4666796 Email: QUICKCALCS@AOL.COM 1 Room name BEDROOM 2 HALL 2 Exposed wall 27.0 ft 2.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 173.0 ft 1.0 x 37.0 ft 5 Room area 173.0 ft2 37.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuhlftl-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 13A-4ocs 0.143- ne 4.00 255 '126 114 4% . 296 0 ` 0 b 0 4A5.2om 11D0 0.770 0:390 ne ne 21.56 10.92 36.90 11.31 12 _ _ ..0:. 0 0.- 259 0 443 0 0 0 0 , - . 0-'' 0 0 0' " _ .0. W, 13A-4ocs 0.143 se 4.00 255 117 105 420 267 18 18 72 46 19 L--G 4A5-2om 0.770 se 21.56 37.15 12 0 259 446 0 0 0 0 13A-4ocs 4A5-2om 0.143 0.770 ;sw sw, 4.00 " 21.56 2.55 ' 37.15 +, 0 0 0 0 0 0! .. 0 10 0- '_ 0 0 0 0 0 0 0 4A5-2om . 0.770 sw 21.56 37.15 01 0" 0 0` 0 0 0 0 11D0 . 0.390 sw 10:92 11.31 0 0. 0 0 0 -0 0 0 VIJ 13A-4ocs 0.143 nw 4.00 2.55 0 0 0 0 0 0 0 0 -G 4A5-2om 0.770 nw 21.56 36.90 0 0 0 0 0 0 0 0 C , " - 16B,-30ad_ U32 - 0.90 . 1.68 .173 173 155 291 : 37 37 33 62 F 21A-20c 0.027 - 0.76 0.00 173 173 131 0 37 37 28 0 6 c) AE D e)cursion 64 S Envelope loss/gain 1680 1801 133 105 12 a) Infiltration 456 125 34 9 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2136 2156 167 114 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 78 53 -167 -114 14 Subtotal 2214 2209 0 0 15 Duct loads -00/0 0% 0 0 -0% 0% 0 0 Total room load 2214 2209 0 0 Air required (cfm) 247 112 0 0 Calculations approved byACCAto meet all. requirements of Manual J 8th Ed. wri Ilts0lFt' 2012-Apr-19 08:28:54 .� 9 RightSufle® Universal 2012 12.0.04 RSU08101 Page 3 ACC'% ...IcsWocuments\Wrightsoft HVACIST. LUGE COUNTY-7902 DELAND.rup Calc= MJ8 Front Doorfaces: - - wrightsoft, Right-J® Worksheet Job: Entire House Date: By: QUICK CALCS, INC. 317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466.6796 Email: QUICKCALCS@AOL.COM 1 Room name BEDROOM 3 LIVING ROOM 2 Exposed wall 13.0 ft 36.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 11.0 x 12.0 ft 1.0 x 314.0 ft 5 Room area 132,0 ftz 314.0 ft2 Ty Construction Ll-value Or HTM Area (ft) Load Area (ft) Load number (Btuh/ftz--°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 W 13A flocs 0.143 - ne 4.00 2.55 99 87 348 221 162 117 468 298 �--G L--D' 4A5-2om 0.770 ne 21.56 36.90 12 . -0 259 443 ' 24 0 517 886 11 D0 0.390 ne 10.92 11.31 0 0 0 0 21 .. - 21 _ , 229 : 238, VL 13A-4ocs 0.143 se 4.00 2.55 0 0 0 0 18 18 72 46 11 --G 4A5-2om 0.770 se 21.56 37.15 0 0 0 0 0 0 '0 lj�13A-4ocs 0.143 sw 4.00 2:55 ' 0 0 _0 0 _ 0 0 0 0 to D 4A5-2om 0.770 sw 21.56 , 37.15 0 0 0 0' 0 0 0 0 4A5.2om 0.770 sw , .21.56 37.15 0 0 01 0 0 0 0 a 11 D0 : , 0.390 ' sw, 10.921. 11.31 0 ' 0 .. 0 .::. :0 . 0 .0 . . 0 . 0 UN 13A-4ocs 0.143 nw 4.00 2.55 18 18 72 46 144 120 480 305 �-C 4A5 tom 0.770 nw 21.56 36.90 0 0 0 0 24 0 517 886 C , 168-30ad' -' '. 0.032 0.901 1.'68 132 -. 132 . •' .: 118' 222 314 314 281 528 F 21 A:20c 0.02.77. - 0.76 0.00 132 132 100 , . -0 314 314 237 0 6 c) PED e)cursion -65 -88 Envelope loss/gain 897 867 2804 3097 12 a) Infiltration 219 60 608 166 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13) 1117 2387 3412 3263 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 16 11 14 Subtotal 1117 2387 3427 3274 15 Duct loads -0% 0% 0 0 -0% 00/0 0 0 Total room load 1117 2387 3427 3274 Air required (cfm) 124 121 382 166 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wright5Oft" RlghtSuite® Paage Universal 2012 12.0.04 RSU08101 2012-Apr-19 08:ge 4 4 ACCA ...Ics\Documents\Wdghtsoft HVAC\ST. LUCIE COUNTY-7902 DELAND.rup Calc = MJ8 Front Door faces: wrightsoft, Right-MMorksheet Job: Entire House - Date. QUICK CALLS, INC. By: 317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772466-6796 Email: QUICKCALCS@ADL.COM 1 Room name KITCHEN/DINING 2 Exposed wall 18.0 ft 3 Room height 9.0 ft heat/cool 4 Room climensions, 23.0 x 11.0 ft 5 Room area 253.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number (Btuhift2L-*F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NIPIS Heat Cool Gross N/P/S Heat Cool V� ti6 '4, 00 - o- 0, 170 66 X90 0 0 0 Ai DO 4 '��'16gi2 1 1131 -0 0 1 % UN 13A-flocs' 6*1431'se 4'00 255 0 0 0 0 11 2. om 0770 se 21�.56 37.15 0 0 0 0 V flocs; 044� --�:07 7 1 0 "�70 sew .. 's;k: 4 00 �:�21 *56 2 65 --,�3'7 J5 63 0 �`262' ­0 I i3b A 20 0 �211:56 71 3 5 0 0 0 4. "D. '1062 31 0 ,-",o '0 -0 cl. 13A-flocs 0.143 nw 4.00 2.55 99 87 348 221 -t r -G 4A5-2om B, _01 7 02 nvv 21.56 36.90 IM 12 21z.-,� 0 263 259 2V 443 425 F 21A-20c 0.027 0.76 0.00 253 253 191 0 T qv 2 0 6 c) AED e)cursion 28 Envelope loss/gain 1277 1276 12 a) Infiltration 304 83 b) Room ventilation 0 0 13 internal gains: Occupants @ 230 4 920 Appliances/other 2000 Subtotal (lines 6 to 13) 1581 4279 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1581 4279 15 Duct loads -0% 0% 0 01 Total room load 1581I 4279 Air required (rft) 176 218 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-Apr-19 08:28:54 A+ wrlghtsofV' Wight -Suite@ Universal 2012 12.0.04 RSU08101 Page 5 ... IcsMocumentsMirightsoft HVAC\ST LUCIE COUNTY-7902 DELAND.rup Cale= MJ8 Front Door faces: Sales Agreement This agreement is between Distributor and Customer t oL vz" t! Shlo To Ship To# 105593 MANNING BUILDING SUPPLIES 3315 OLEANDER AVENUE FORT PIERCE, FL 34982 Phone# (772) 464-5375 Fax# (772) 465-6883 Line # Item Description 1.1 SH500 SH500 VINYL WINGUARD IMP 34 FL W/L7 LIG 1 /1 D1 Size: 52.125W x 49.625H (size code: 34) Frame color: White Outboard Color: Solar Ban 70XL Sash Outboard Color. Solar Ban 70XL Fixed Interlayer Color: Clear Inboard color. Clear Sash Inboard Color: Clear What kind: Sweep Latch Screen type: 18xl6 Charcoal Calculated -: 60.00 Certification Requirements: AAMA Sash: 7/8" LIG (1/8 Ann - 7/16 air - 5116 Ann/Ann Lami) Actual DLO height:: 49.625 Custom Size DLO Width: 0 Label: U-Factor. 0.32 Label: VT: 0.49 Energy Star. S, SC, NC PO#: Job Name:St Lucie Housing Rehab Job Address:7902 Deland Ave Quote Order#:2520696 Quote Date: 3/8/2012 1:54:20 PM Customer Account # BUILDERS QUOTE Phone# Fax# Line Pricing List Price Sell Price $846.00 $566.25 Configuration: Equal Lite Frame type: Flange Fixed Outboard Color: Solar Ban 70XL Interlayer Color: Clear Sash Interlayer Color: Clear Fixed Inboard Color: Clear • Colonial style: No Colonial How many locks: Two Locks Calculated +: 60.00 Certification#: 190-231 & 777 Fixed: 7/8" LIG (1/8 Ann - 7/16 air - 5/16 Ann/Ann Lami) Actual DLO width:: 52.125 Send:: C Custom Size DLO Height: 0 Label: SHGC: 0.22 COG: VT (use for Turtle Code): 0.63 Quantity Location Ordered: 10 Ext Price $5,662.50 2.1 'VFMULL VINYL FRAME MULL Ordered: 4 List Price Sell Price 'Ext Price 4-HI WHITE 1 MULL W/COVER $85.00 $.55.99 $223.96 Mull part selection, each: 1" Mull w/Interior & Exterior Actual Code size length: 49.625 Covers Mull color. White Custom size cut length: 0 3.1 . VFMULL VINYL FRAME MULL Ordered: 8 List Price Sell Price . Ext Price 1 STD CLIP $3.00 $1.97 $15.76 Mull part selection, each: 1" Standard Clip Actual Code size length: 0 4.1 SH400 VINYL SH SERIES 400 Ordered: 1 List Price Sell Price . Ext Price 34 FL W/L7 IG 1 /1 D1 $478.00 $314.84. $314.84 Size: 52.125W x 49.625H (size code: 34) Configuration: Equal Lite Frame color: White Frame type: Flange Quote Order# 2520696 Print fiatP 4/R/9nil) 5.1 6.1 Outboard color. Solar Ban 70XL Sash: Solar Ban 70XL Colonial style: No Colonial How many locks: Two Locks Fixed: Clear Calculated +: 60.00 Certification#: 190-777 Sash: 7/8" IG (1/8 Ann - 5/8 air - 1/8 Ann) Actual DLO height:: 49.625 Custom Size DLO Width: 0 Label: U-Factor. 0.33 Label: VT: 0.50 Energy Star: S, SC SH500 SH500 VINYL WINGUARD IMP H32 FL W/L7 OTLIG 1 /1 D1 Size: 25.50W x 25.00H (size code: H32) Frame color: White Outboard Color. Solar Ban 70XL Sash Outboard Color: Solar Ban 70XL Fixed Intedayer Color: Clear Inboard color. Obscure Sash Inboard Color. Obscure What kind: Sweep Latch Screen type: 18xl6 Charcoal Calculated -: 60.00 Certification Requirements: AAMA Sash: 7/8" LIG (118 Tmp - 7/16 air - 5/16 Ann/Ann Lami) Actual DLO height:: 25.00 Custom Size DLO Width: 0 Label: U-Factor. 0.32 Label: VT: 0.49 Energy Star. S, SC, NC SH500 SH500 VINYL WINGUARD IMP 24 IF W/1_7 LIG 1 A D1 Size: 36.00W x 49.625H (size code: 24) Frame color: White Outboard Color. Solar Ban 70XL Sash Outboard Color. Solar Ban 70XL Fixed Intedayer Color: Clear Inboard color. Clear :Sash Inboard Color: Clear What kind: Sweep Latch ' • Screen type: 1 8x1 6 Charcoal Calculated :60.00 'Certification Requirements: AAMA Sash: 7/8" LIG (1/8 Ann - 7/16 air - 5/16 Ann/Ann Lam!) f Actual DLO height:: 49.625 Custom Size DLO Width: 0 Label: U-Factor: 0.32 Label: VT: 0.49 Energy Star: S, SC, NC 7.1 SH500 SH500 VINYL WINGUARD IMP 34 IF W/1_7 LIG 1 /1 D1 Size: 52.125W x 49.625H (size code: 34) Frame color: White Outboard Color: Solar Ban 70XL Sash Outboard Color. Solar Ban 70XL Fixed Intedayer Color: Clear Inboard color. Clear Sash Inboard Color: Clear What kind: Sweep Latch Screen type: 18xl6 Charcoal 'Calculated : 60.00 Fixed: Solar Ban 70XL Inboard color. Clear What kind: Sweep Latch Screen type: 18xl6 Charcoal Sash: Clear Calculated :65.00 Fixed: IG (1/8" Ann - 1/8" Ann) Actual DLO width:: 52.125 Send:: C Custom Size DLO Height: 0 Label: SHGC: 0.22 COG: VT (use for Turtle Code): 0.64 Ordered: 2 List Price ;Sell Price ; Ext Price $353.00 ' $236.28 ! $472.56 Configuration: Equal Lite 'Frame type: Flange Fixed Outboard Color. Solar Ban 70XL Interlayer Color. Clear Sash Intedayer Color: Clear Fixed Inboard Color: Obscure Colonial style: No Colonial How many locks: Two Locks Calculated +: 60.00 Certification#: 190-231 & 777 Fixed: 7/8" LIG (1/8 Tmp - 7/16 air - 5/16 Ann/Ann Lami) Actual DLO width:: 25.50 Send:: C Custom Size DLO Height: 0 Label: SHGC: 0.22 COG: VT (use for Turtle Code): 0.63 Ordered: 4 List Price Sell Price Ext Price $632.00 $423.01 ;$1,692.04 Configuration: Equal Lite Frame type: Integral Fin Fixed Outboard Color: Solar Ban 70XL Interlayer Color: Clear Sash Intedayer Color: Clear Fixed Inboard Color. Clear Colonial style: No Colonial How many locks: Two Locks Calculated +: 60.00 Certification#: 190-231 & 777 Fixed: 7/8" LIG (1/8 Ann - 7/16 air - 5/16 Ann/Ann Lami) Actual DLO width:: 36.00 Send:: C Custom Size DLO Height: 0 Label: SHGC: 0.22 COG: VT (use for Turtle Code): 0.63 Ordered: 2 List Price $846.00 Configuration: Equal Lite Frame type: Integral Fin Fixed Outboard Color: Solar Ban 70XL Intedayer Color: Clear Sash Intedayer Color: Clear Fixed Inboard Color. Clear Colonial style: No Colonial How many locks: Two Locks Calculated +: 60.00 Certification#: 190-231 & 777 Sell Price Ext Price $566.25 $1,132.50 Quote Order# 2520696 Print Date 3/8/2012 Page 2 of 3 8.1 Certification Requirements: AAMA Sash: 7/8" LIG (118 Ann - 7/16 air - 5/16 Ann/Ann Lami) Actual DLO height:: 49.625 Custom Size DLO Width: 0 Label: U-Factor. 0.32 Label: VT: 0.49 Energy Star: S, SC, NC SH500SH50 VINYINGUARD IMP �LIG D1 Size:`,25.50W x 49.625H (size code: H34) Frame color: White Outboard Color: Solar Ban 70XL Sash Outboard Color: Solar Ban 70XL Fixed Interlayer Color: Clear Inboard color. Clear Sash Inboard Color: Clear What kind: Sweep Latch Screen type: 1806 Charcoal Calculated :60.00 Certification Requirements: AAMA Sash: 7/8" LIG (1/8 Ann - 7/16 air - 5/16 AnnlAnn Lami) Actual DLO height:: 49.625 Custom Size DLO Width: 0 .Label: U-Factor: 0.32 Label: VT: 0.49 Energy Star. S, SC, NC Fixed: 7/8" LIG (118 Ann - 7/16 air - 5116 Ann/Ann Lami) Actual DLO width:: 52.125 Send:: C Custom Size DLO Height: 0 Label: SHGC: 0.22 COG: VT (use for Turtle Code): 0.63 ordered: 1 List Price Sell Price $485.00 $324.63 Configuration: Equal Lite Frame type: Integral Fin Fixed Outboard Color. Solar Ban 70XL Interlayer Color: Clear Sash Interlayer Color: Clear Fixed Inboard Color. Clear Colonial style: No Colonial How many locks: Two Locks Calculated +: 60.00 Certification#: 190-231 & 777 Fixed: 7/8" LIG (118 Ann - 7/16 air - 5116 Ann/Ann Laml) Actual DLO width:: 25.50 Send:: C Custom Size DLO Height: 0 Label: SHGC: 0.22 COG: VT (use for Turtle Code): 0.63 TOTAL AMT: TOTAL TAX: NET AMOUNT: Ext Price $324.63 $9,838.79 $639.52 $10,478.31 Quote Order# 2520696 Print Date 318/2012 Page 3 of 3 . manninG rens BUILDinG SUPPLIES IncorParnrem (772) 464-8713 (phone) (772) 465-6883 (fax) Invoice Address MISC BILLING ACCT ALL CASH SALES ARE FINAL NO RETURNS -NO REFUNDS -NO EXCHANGES Ft Pierce, Florida, 34982 Quotation Quote No 240470 Quote Date 03/06/2012 Delivery Address Customer CAS02946 SLC HOUSING REHAB Your Ref 790 DELAND,AVE. Delivery On 03/06/2012 FORT PIERCE, FL Date printed: 3/6/2012 "LAKEWOOD PARK" Valid until: 4/5/2012 Pane 1 of 1 Special lnetnctionts7. Notes` Brie' Product Code Descdptlon ;, Qty/Footage Price,.,Per,' Total 1 zz_EPH_23205 RH OS DB 3068 SS 6P SMFG 4-9/16 SRFJ 1.0000 ea 185.95 ea 185.95 US2D WW^ 2 zz EPH_23206 RH IS DB 3068 SS OPN SMFG 22X64 1 LT 1.0000 ea 484.95 ea 484.95 IMPCT4-9/16 SRFJ US2D WWS 3 zz EPH_23208 1/RHOS DB ZB " CUT DOWN -SLIDER 1.0000 ea 659.95 ea 659.95 REPLACEMENTT" 5-8X6-6 1 LITE SMOOTH FIBERGLASS (NON -IMPACT) 4-9/16 SRFJ US2D WWS ALUM T-AST I TotalAmount- $1,330.85 Sales Tax,, $86.50 Quotation Total $1.417.35 This is an estimate per buyer's request. Buyer assumes responsibility for verification of quantities of materials ordered to this project. Unit prices are valid for 30 days from date of this document. This is not a lump sum contract. Buyer agrees that special order products can not be returned. By your signature below, you are agreeing to the above items and to the Terns and Conditions set forth In the Manning Building Supplies, Inc. Credit Application Package. Buyer Date Date Subject to our terms and conditions of sale. Further copies available on request. i� 0 q —D A INSULATION INSTALLATION CERTIFICATE TO: LOT BLOCK: SECTION: JOB#`�a`'JOB NAME: JOB ADDRESS: V_A i The undersigned hereby certifies that insulation has been installed at the above described property as follows: I. Exterior CBS walls have been insulated with ............................Check one () Spray on cellulose to a thickness of N/A inches, which thickness, according to the () Fiberglass blankets manufacturer, () Aluminum Foil Density N/A will yield an "R" value of () Riaid Exterior Frame walls have been insulated with ............................Check one () Spray on cellulose to a thickness of inches, which thickness, according to the () Fiberglass blankets manufacturer, () Aluminum Foil Density N/A will yield an "R" value of ( ) Other Spray Foam 2. Main Ceilings have been insulated with .........................Check one ( ) F' rglass blankets O to a thickness of ��M��r7S�in��ches, which t ickness, according to the ( tberglass loose fill manufacturer, ('�C ( )Aluminum Foil �— Density N/A will yield an "R" value of ( ) Other Icellulose Ceilings Cathedral have been insulated with .........................Check one () Fiberglass blankets to a thickness of inches, which thickness, according to the () Fiberglass loose fill manufacturer, () Aluminum Foil Density NIA will yield an "R" value of () Other Cellulose 3. Interior knee walls have been insulated with.................................Check one () Fiberglass blankets to a thickness of inches, which thickness, according to the () Polyurethane manufacturer, () Spray on cellulose Density NIA will yield an "R" value of ( ) Other Spray Foam 4. Garage partition walls of conditioned living areas have been insulated with ..................................... ..................................Check one ( ) Fiberglass blankets to a thickness of inches, which thickness, according to the ( ) Spray on cellulose manufacturer, ( ) Polyurethane Density N/A will yield an "R" value of ( ) Other Aluminum Foil MULTI FAMILY RESIDENTIAL CONSTRUCTION ONLY: The common (party) walls, separating different tenants shall be insulated as follows - Frame/Metal stud walls R-1 I (Min.); CBS or Concrete walls R-3 (Min.); by Energy Code requirements. See Energy Code Rev.1/87, paragraph 903.2(b), on page 9-17, latest edition. These "minimums levels of insulation" are not included in the Energy Calculations, but shall be installed in the field. NOTE: Densities of sprayed on, loose fill, or any other composed -on site insulation shall be the P.C.F. (1b/ft3) average of three (3) " RY SAMPLES" of actual"insta ti r �--Insulation Contra or Insulation Signature ,. �y� V7v \ `T V --- Insulation Contractor's CC# Date of Certification Builder's Name - Builder's CC# Notary Public WILLYIM J. St,1•IAIDEUrEIER .0NOTARY PUBLIC STATE OF FLORIDA Comm#I EE067413 1 Expires 2/23/2016 OFFICE USE ONLY: DATE FILED: PERMIT # ��✓\J REVISION FEE: .�. -.. - REGEIPT-#- PLATqNIlNG-& DE_V-n_ OPh�7T=S=-_ _ .E ;.. . ; •. -_ BUILDING & CODE REGULATION DIVISION —_zi —VMD"AVENUE-AUG0 20 — - -- q— - * _ .. _ G - - � iubl9�t+tf®�� -- -T -uL o' -._ -- e Cunty. - = - APIP ION `FOR BUII�DIlYG PERMIT REVISIONS .—PR0JECFIIVFOIt1VIATi01 I - - LOCATION/SITE ;� ( 0-- ADDRESS: 2. DETAILED- IDFSCRIP - 0N-OF-P-ROJEL7- _... REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: ��e ST. BUSINESS NAME: d C te- r";----- - -- - ADDRESS: lloP3 fir,fi.,,p lao e cd CITY: I-Z-C V' 4.. 5. CERT. #: STATE: '�L' ZIP: 3�X _ FAX:' 5-7?- fo OWNERS ITJILDER INFORMATION: NAME: ADDRESS: may: STATE: PHONE: F,X. ARCHH NGINEER INFORMATION: NAME: � ADDRESS: ' CITY: STATE: ZIP: PHONE (DAYTENE): FAX: SLCCC: 9/23109 Revised 04/26/2010 — PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION p BUILDING PERMIT . SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: oZ / 4 State of Florida Certification Number (If applicable): �A D D �i 7t/ %�,uj�•�c/�Fff d ��r-�j/�q �I G have agreed to be the (Company Name/Indivi al Name) 1 V 1 sub -contractor for K, (Type of Trade) (Primary Contractor) for the project located at f7 >rJ `--D (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DA1f E Business Name: Address: B0 le AIC & tleating Inc ] 91C .4AVVnUV City/State/Zip: Ft. pigrCeFi 34951 Phone: Tel. ]]2461-4141 email: Qfy tec OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 - BUILDING PERMIT SUB -CONTRACTOR SUMMARY ?A—M Cl L will be using the following sub -contractors for the (Company/Individual Name) I project located at 7 Va DeL-i4!"� 4V& (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical Plumbing HVAC/ Mechanical Roofing 132 Gas PERMIT ISSUE DATE: NUMBER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: Vy t State of Florida Certification Number (if applicable): � C EA I� (e c �c have agreed to be the (Company Name/Individual Name) ( �tractor for R Pt_�__(W4'Ck,' L C C�l �- sub -contractor lv 1 (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE Business Name: Address: City/State/Zip: Phone: PRINT NAME *AE Ff 419�— Ztq,6 email: (vim nFFYCF. TTRF ONT,Y: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: J T s State of Florida Certification Number (If applicable): ? i u V" k t w ,g, have agreed to be the (Company Name/Individual Name) uK L vL- sub -contractor for (Type of Trade) (Primary Contractor) for the project located at -WO �? 0 e L ",J — 4 L (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORI N L SIGNAT + S ARE REQUIRED CT(WATTTRF. PRINT 14AME DATE Business N'am( Address: City/State/Zip: Phone: nFFTf F. TTW ONTX: l U tAn � t ,rJ 9- `-e . 4 - email: PERMIT # v ISSUE DATE 3 sr2 — _t�" CS4 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): (Company Name/Individual Name) C' 1 Gov sub -contractor for (Type of Trade) have agreed to be the (Primary Contractor) for the project located at 7 M 2-- D e L (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL S GNA URIEi S + REQUIRED SIGNATURE PRINT NAME DATE Business Name: M - W ��? 1 C�t Address: City/State/Zip: Phone: 7 7,- 1-f�d OFFICE USE ONLY: email: PERMIT # ISSUE DATE JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3694587 OR B.' 3380 PAGE 2312, Recorded 04/17/2011: 11:23 AM NOTICE OF COMMENCEMENT Permit No. Tax Folio No. �1501-1CCLA-GY 9- DD-+ State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes the following information Is provided in this Notice of Commencement. legal Desvlption o} Pr,pppperty: (and street address if available): l l�t[t4.I noel Yil / 1C Tni-F LQ 61IL 102 1 o4 taPig n7- 6e, ► Gi nd .A/e General description of Improvement Owner Information or Lessee Information If the Lessee contracted for the Improvement: Name ,"-- Lixc 6 Q Address L433' P V Interest in property: o Name and address of fee simple titleholder (If different from Owner listed above): Contractor's Name: Is Phone Number: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $Z Name and address: Phone number: Lender Name: Phone Number: Lenders address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.131) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of Uenor's Notice as provided In Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager �p'M;'ug�JEN1111FERHANCE Dyyn * * MY COMMMION I EE 16" (Signatoys Title/Office) EXPIRES: January 29, 2016 �� , Boded Thru Bid➢rl Ndxy SwYm The foregoing instrument was acknowledged before me this day ofpp,RL , 2Dj,& BY Sc-•n-, 1ZL',:i as Nam— a of Person Type ofauthority (e.g. officer, trustee)for_C7�oWn.[-✓ behalf of whom Instrument was executed Ignature of No ry Public- State of Florida) Personally known✓orproduced Identification_ (Print, Type, or Stamp Commissioned Name of Notary Public) Type of Identification produced STATE of FLORMA ST, LUCIE COUNTY THIS ISTO CERTIFYTHATTHIS ISA TRUEAND CORRECT COPY OfTHE ORIGINAL. 3' SkUT'1 CLEH BY; Property Appraiser - St.Lucie ( ' sty, FL Page 1 of 1 PROPERTY RECORD CARD St Lucie County Record: 1 of 1 «Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property identification ,��1CIE Site Address: 7902 Deland Ave ParcellD: 1301-606-0089-000-4 S k Sec/Town/Range: Map ID: 02 :34S :39E Account* 1494 Land Use: SF Res .- Zoning: RS-4 RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: St Lucie County LAKEWOOD PARK -UNIT 6- BLK 62 LOT6 (MAP 13/02S) (OR 3361- Address: 437 N 7th St 457) Fort Pierce FL 34950 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 40300 Land Value: 5800 Acres: 0.27 1/25/2012 32500 0112 SP 3361 / 0457 Assessed: 40300 Building Value: 34500 1/19/2012 0 0112 CT 3357 / 0041 Ag.Credit: 0 Finished Area: 1367 SgFt 12/27/2006 149400 00 WD 2746 / 1671 Exempt: 10/12/2006 92500 01 PR 2684 / 0529 Taxable: 9/8/2006 0 01 MS 2664 / 1577 Taxes: 819.92 6/24/2005 100 01 WD 2282 / 1874 6/28/1994 100 01 QC 0912 / 0866 5/1/1987 0 01 CV 0542 / 1796 12/1 /1979 0 01 CV 0428 / 0714 BUILDING INFORMATION &,I Exterior Features View: - RoofCover: ExtType: HD -HD YearBlt: Grade: D - D EffYrBit: StoryHght: 0010 -1 Story No.Units: Interior Features BedRooms: 3 Electric: FullBath: 1 HeatType: 1/26ath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qua]. Cond. DWC - Driv-Concret Y 1 720 AV AV FEN4 - CHAINLINK 4' Y 1 440 AV AV SD - Dim Shingle 1973 1973 1 MX - MAXIMUM FHA - FrcdHotAir ELEC - Electric 100 Land Information YrBlt. No. Land Use 1973 1 0100-SF Res 1979 RoofStruct: Frame: PrimeWall: SecWall: PrmintWall: AvgHYFI: Prm.Flors: %Sprinkled GA - Gable BS - CB Stucco DW - Drywall STD CU - Carpet 0 Type Measure Depth BI-Front Ft 90 131 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=130160600890004 4/26/2012 ED OFFICE USE ONLY: E'%j-f1WV DATE FILED: / IA 1 0 2 PERMIT # ��� �• V REVISION FEE: ( RECEIPT # Publici6okrs -- -IT PLANNING DEVELOPMEN — . —, --ICES BUILDING & CODE_ REGULATION DIVISION 2300 VIRGINIA AVENUE --FORT_PIERCF.,FI; 3498� - (772) 462-155 APPLICATION FOR B -- VISIONS PROJEO� 1. LOCATION/SITE ADDRESS. AW AILED Y 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: �,C C 2? t ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 1 �ot9 3 viz 1(r� w 'b CITY: � - STATE: ZIP: PHONE (DAYTIME): 5'-1 1- (2 FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: 23P: - ..:.PHONE: _ FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: - cflry; STATE: PHONE (DAYTME): SLCCC: 9/23/09 Revised 0V26/ . . FAX: Planning $ Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Address: 7902 DELAND AVE City I State /Zip: FORT PIERCE Parcel # : 1301-606-0089-00014 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1204-0365 Activity Type: Renovation Permit Type: Building (Miscellaneous) Review Comments �C, Page 1 FL 34951 Jurisdiction: St. Lucie County Lot # : 6 Block: 62 CONTRACTOR INFORMATION Contractor Name: PATRICK, MILTON W JR Business Name: MILTON W PATRICK JR BusinessAddr: 1603 PINE HOLLOW DR City I Site I ZiF FT PIERCE, FL 34982 REVIEWS AND COMMENTS Review Type Status Documents Missing Complete Front Counter Review Complete Notified for Pickup Complete Plans Examiner Review Complete Revisions Complete Owner(s): STLUCIE COUNTY Application Type: Master Permit w/subs Other Activity: Stories: 1 Automatic Sprinkler System? Fax Number - - E I V E D AUG 2 4.2012 Public Works St. Lucie County, FL Reviewed BY Date Started Date Complete Date Released Audrey Humphrey 05/02/2012 Audrey Humphrey 04/20/2012 0412612012 04127/2012 04/30/2012 Carl Peterson 04/27/2012 0412712012 Carl Peterson 08/03/2012 08/07/2012 Revisioner� Incomplete 08/21/2012 1 Comment PLEASE FURNISH FLORIDA PRODUCT APPROVAL OR NOA FOR JELD WEN -DOORS 08/21/2012 2 Comment PLEASE FURNISH A LETTER FROM ST LUCIE COUNTY HOUSING STATING THAT IT IS OK TO CHANGE DOOR SWING FROM INSWING TO OUTSWING Planning & Development Services Building & Code Regulation Division Review Comments Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34932 Page 2 Phone: (772) 462-1553 Fax: (772) 462-1578 08/21/2012 3 Comment E-MAILED TO CONTRACTOR ON 8/21/2012 7902 Deland Avenue, T- .akewood Park Page 1 of 1 From: Connie McIver <mciverc@stlucieco.org> To: island5149 <island5149@aol.com> Subject: 7902 Deland Avenue, Lakewood Park Date: Wed, Aug 22, 2012 2:11 pm RE: The renovation of county owned 7902 Deland Avenue property. The front door was to be replaced and a screen door repaired or replaced, but we changed the front door to an outswing door, at that point it was decided not to replace the screen door. Connie McIver Housing Program Specialist St. Lucie County Housing & Community Services Phone: 772-462-5143 Fax: 772-462-2855 Email. http://mail.aol.com/36786-211/aol-6/en-us/mail/PrintMessage.aspx 8/22/2012 E. Florida Building Code Online Page 1 of 4 a BCIS Home Log In Usei Busine5S v j-n Product Appr f iGIeSsiQna USER: Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By staff BC Revision 2010 Approved *Approved by DCA. Approvals by DCA shall be n the POC and/or the Commission if necessary. 3ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbc@jeld-wen.com ] erard _-wen.com S e Saffell 37 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard ASTM E1886 ASTM E1996 ASTM E330 ASTM E331 httn://www.floridabui]ding.org/nr/nr ann dtl.asnx?naram=wCTE... 8/21 /2012 JELN )ELD-WEN DOOR SYSTEM DESIGN JSMOOTH PRO -PLUS OPAQUE B'-9" X 6'-S" OUTSWING/INSWING 1 THE PRODUCT' SHOWN HERi-IN IS L)FSIC'NFD TO COMPLY WITH THE CLIItRF.NT' IftC ANC) FI ORICIA BUII.DINii Cd:)Uf iFBOI RASED ON THE SIGNED AND SEALED DArL. DRODUCT t'tAS BEEN TCSTCC) TO ASTM L:3311.04 L:331-110, E283,04 iA AAMA '304.02. 2 2X ANO 'X'aV000 BUCKS 8Y OTHERS, MUST RE ANCHORED PROPERLY 10 T'RANSFI R LOADS TO I'IF: S'rRUCTORF. 3. F�ROC)U(7r ATuC1i0HS SHALL BFS AS LI4 LWD ANf) ihAC'EiL) AS SHOWN ON l)[: rAIc.S, ANCHOIi Ei!(113F[)bILNI"TCl f1ASL•. MAIERIAL SHALL BL ULYONO WALL DRESSINC3 OR STUCCO. 4. DESIGN PRF5$URF RATING SCF 'TA HI F I SHEri I I. 5 FLORIDA APPROVED IMPACT RLSIS'ANCF SHIJ'T[.RS AI4E RFOIJIRF11) WHII. RE RI LLVANT 6. SCAI. F HAS EDON 1 :x17 SHFFT SIZE. 7 .ALL 1X & 2X TO BE 11.55 SPCC,'IFIC GRAVITY OR GREATFR. R. PROOUGr FIA$ NOT BEEN RATED FOR WATER INFILTRATION. IF AUTLIORI'I'r I1AVINO JURISDICTION REOUIRFS THAT 7 RODUCT MEETS THIS RLOU IRE MGNT, PR000CI SHALL BE USLD'JdHEN INSTALLED AT LOGAT 'ION r'ROT'FOT'MD BY UVLRIIANC', SUCA I 1'HA'r UVERHANti !OH} RATIC) �= UW LLNC�'r1•IrG'H rlfel(.'rFdT IS T.O. 9. ALL FASITNERS IN WOOD SHALL BE COUNTER SUNK 316" DEI-P. FYAMI':.E 3i lfi'-•-1!_ Ff_'E SHLT:'TS; THE F'ACL Sti[.E I'S ARE MADL (.,I A FIBERGLASS MAI LRIAL MOLOFO TO T HL f7 .i' wlJr-sk;N A .005 *'-.015 1I I10K WITH A DEN$11"OPfl 1 PCP, CORE pE610N: THE GORE CONSISTS OF Z DOUND, -.?,51 DENSITY 245FA PC)LYURE'hIANL i 0AM ,_.......... .... ......_,­ . . _. ;SHEET i. _...__ ..... ......... OUTS) d PARTS L I!s r 7 .IIJSVJINC: VERT:( 9 � INSVVIl ..._._._..._..... YNSWlf I 1 „ INSWING CL CC I2 HSNGE Itburf, DOOR FRAME CONSTRUCTION: THE HINGr AND LATCH STILLS ARE MADE OF PVC CAPPED LAMINATrD VENGL"R LUVE3ER TV-1. 'ri lE Fi I1LES ARE t111TERLL1 70 AC,.( -,FP f T'i IE' I'OP RAIL WHICI+ IS ALSO PVC CAPPED LVI.. !,0- LJOI'TOAA RAIL IS ALSO NW)F OF I.VC. AND CAPPED WIT r F,V', TWC Sl'APLLS ARF (1SE_D AT •LACH CORNER TO HOLD I HL I' RAVF TOOETHF,R PIJIOR TO GE LAWS, THE SKINS ON A 1 625" X 2.688" LOCKBL.00K IS SC'..'. JRCD 70 rI IC LAl'CF* STILL. WITi 12 STAPLES, EVENLY SPAGEU ALONG ITS I.FPNCTI1. y IPANEL CONST4(UCT'14N; THE FIB[ RGLASS .SKINS ARG CSLULO TO THE FRAME AND T! IL: CAVITY IS THEN INJLCTCD WI, H 1'Iik P4T?C`P)li2 ri'X CURL MATERIAL, 5E(:TIUNa , y 7 �,DSS Sf'(',Tf(tN5 ,y �' •" �, A it 4 t•1PC]NE.NI' �hAW1taCS j � �, � '' .. -.. 1f; 11ETA1HS I a _IRUC:TU'Ai :C PI ATE l,U.' TIONS TABLE_l, DESIGN PRESSURE RAI ING i)FS16N t RF!i&Uk6 RATINGS: tiiN(i1'; n;)C'tl! I '.;1.NG1f )t�CiR ;'di wIl)rlI1E5 j ONLY 1& 0111. 1)004 YJr' OP W10, SIOcITES i i INSWING NFGA'i1rF lil 55 F0SI,1VE, NEGATIVES 7n SS S_IUF.LITL CONSTRUCTION: EACH SIOFI ITF IS CONS IRUI:I FI') T FIF SAME. AS A DOOR PANFI INC"%UDIN(.1 :CORF OF SIGN, BUT LXCLLTI)ING TI-IF: WOOD l J(K UIfICK, fNSUI.ATLL1 C31..AZIMI, CONSIS1 S 01: TWO 0.'2:i' GLASS PANES SEPARATFD BY A L';t:i' AIR SPACE:. ODOR SYS! LM CUNSTRUCiIUN; THE PRANIF JAMUS AND HFAD ARE CONS IFRUCI ED OF WOOD, TFiE f.)l,irSVdING SILL. Iti C.ONIPRI$FI3 C1F A�: 2'St:1r'�'?SfTE A,th',�E:Ti(.r1. (.6 ALUNIINUM EXTRUSION THE INSWINO SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH ALt)NIINUM EXTRUSION ANI1 AOUSI'AE1L.E ALUMINUM RISER, TOG, COItNFttti ARI::;OPED. BI:TTE:D, AND SkALF.[) ISING SIL IGONE• ANI) I'ASTF'NEG USING -OUR If! C;A. ?'?6' X. 2" LUNG $iAP1 F:S PL.fC f.ORMF'R, B(31 TUN! IX;)I:NEFS AF'tF CUPL:U. LitJ11 [,U. $FiAI `rl) USING $h.ICUNF hM) I'AS1 LIJt.D U$INc3 THRr.'I: 'IS (iA )' ki' X 2" LONG STAr'LL5 . TIJL VERTICAL MULL F,US r IS 1"ASTt?NCC) Tt WOLIGH THE FIFAD AND SILL USING THREE 116X2.1 "L" SCREWS PER END. AT TFIE SILL" F'UR r t "f' 1 °i FIr4 IN t) SI. '7' A .\.11..REFTA N. ' f ) 1 9.1 I IG( NL. INSYJINGr IyRUUUC;t'$. A..y/ti' HUI.G IS DIdII t FO IN l:h[:`. C:f_NI'L;F2 JF `.'HF Sli I 'THRE_SFiUL.I.1 r1Np Ht; FD 4J1 h l , W r1UG IS INS A L .0 ."T F TORECICVE THE ASTRAGAL Lim'r, ON 011TVIONG PRODUCTS, A 31FI" ti(ILL IS ORILi.ED AT THE CLNT'ER OF THE FRAML SILL AND A Ob IAL $TRIKF� PI,AT E IS FAS RIFO USING TWO 4A X :1" SC:IIEs1•V$ TO RFC kl`.•'F TIiF BC)T 1010 AS I'RACiAi BOIL[ . A I I I•IE hIFAi.) ON B;) I I i tNSY•JINC+ AND I :U"SWING PRODUC 15, A 3J8" HULL IS O11I1 1 I'D AT T'HC CLNT E It OF THI= FRAME. HF AO AND A MF'IAL. S 1RIKL PLAT F IS I-AS'I: NI'.G USING TWO V11 X 3" SCREWS TO RECEIVIT THE "'OP ASTRAGAL. 800. LAIi11 FIXED PANE:. IS SECURED INTO THE FRANILc USING THREE 06 X 2-IZ PHILLIPS HEAD 400D SCRLW.9 FASTFNF0 THROUGH THE JAIABSINIULLS ANO INTO LACH SIUL: OI''IHF PANFI.AI.I. MULOON JOINF.RY AND 111E FIXFD t'ANLL.$ • FRAM[' JOINCRY ARE SE:ALLD AT THE F.X.'TC'RIOH USING DOW 1 `9`1 SILICONE. N9A', L121AL FYf'tOTF:�CT'IUN 1. At! I A"C:I11.:1CK AND HINGE ' IAIII)'L;Krf TO i3E'''i" ' CCOON081ON RFSIS'TANT MATEItMA, OR CC)RRUSION I<FSI$I ANT COATED. ANC11i)ItINCG rNdpC)pIF.NI$M11F1'' v!EhI IIIL.C;�)ICIiC)$fONF2P51S'ANI SIANOARO$AS11)F:Ni11If. 1)114 "HFPSCI. n'ytir��rrrr, ,��i4N ALEX SPYROO " D .. 01. 4 2?.I 1:54 _ ty1. R 05'00' R - r,'r4rS S,Jc Sri ;, ``�, rrr4rlllrtit4�44, Certification No.: N 1 016 11 S. 03 Reviewed By: Date Went /1 L_ `���� i I ICj i..r i. i- '• Nf,)_SCALF I'IiEy -----w/n^Yftw. eonr.--- �� 4cm Frri;� I 71 rl ACIIVE ACTIVE Go INSTALIXTIONS, ACIIVI pi wTs AL , Reviewed By: 4cm Frri;� I 71 rl ACIIVE ACTIVE Go INSTALIXTIONS, ACIIVI pi wTs AL , Reviewed By: ryp, A9 RQ LA UUl ASTRAGAL AWA. DOOR PANE� AJ CFIOR ISPACING T A AWO i0l: F-PACIN6 r • f P. ..... . ... . �0. 10V A9 C9 Z; A -E* kD 2 ASI K) GAL A, DOOR TlANFi ")00 AN b. '''Y J 114'' KOS: AND -OR SPACKG z iRfjar 0Y.O. it x--- < " K"Y'k" I m Q ODOR: DANr-1 ANCtiOR SPACING Y'ACING A11K.KAM F FOR LXOT I I :NSWING & OUTWING -SY57rMS. NUMBER AND SPACING OF 5,HT%l5 1% A1' RLQUIRf:lD- ANC!WR OLIAILS TYPICAL FOR ALL DOOR SYSILMS-ERUPT ;'OR 1 C7It SINGLE UNIT W., LIP SftSHEUT Fl FOR ALTERNAlIW'.sijBSrPA`T, ANCHDRING. r�., SPACING OF; SILL ANCHORS IS SAME AS FOR HEADER. FASTFNCRS ',,Yll. UE ANCHORED IN WOOL), MIN 1F FAF,"lFNF'QS 'N!A I. fW. ANCHORF'o IN MASONR4,CW-lCRr7F., MIN, I'MUDMEN't WILI N 1-1.4'.: I AM [A &5 Ifx" c, As mINIVIOM rt-lfll�UMMT CAN Pr mr.'7, I )% DP RA"I"NG f i,7f, PSI' DWR 0.40, 1A'-.V 51ACTIVi AND ANrk?.)R &I WSO A, r I 4;20.1V WO 5CALL Y �,,)NC,t F UNIT X A Addendum to NAM Gertlication No.: 10 1 C, 1 4J- 0.�� Reviewed By: Date Reviewea—"""' MIAMI-DADS WILD -DADE COUNTY, FLORIDA e PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT MN 4 0 2 Room 208 BOARD AND CODE ADMINISTRATION DIVISION 1 33175-2474 1 ( )315-2599 NOTICE OF ACCEPTANCE (NOA) _ m� uildin Jeld-Wen, Inc (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC- 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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Produc Control Section that this product or material fails to meet the requirements of the applicable bui This product is approved as described herein, and has been designed to co e • o' i a g Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Premium Atlantic Vinyl 8100" White PVC a APPROVAL DOCUMENT: Drawing No.10-JWN4015a, titled "Pre um Atlantic Vinyl 8100 Single Hung Window Large Missile Impact Resistant", sheets 1 through 18 of 18, dated 06/29/10 with revision "03" dated 05/04/11, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I, evidence pages E-1 and 1r2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.10-1025.01 ruAMt na®ut+:rY ;} mil` 11 Expiration Date: June 23, 2016 Approval Date: June 23, 2011 Page 1 Jekl—Wen, Inc (qR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.10-JWN4015a, titled "Premium Atlantic Vinyl 8100 Single Hung Window Large Missile Impact Resistant", sheets 1 through 18 of 18, dated 06/29/10 with revision "03" dated 05/04/11, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, 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 'Pest, 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 along with marked —up drawings and installation diagram of single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL--210-3624-1, dated 12/0912009, signed and sealed by Gerard J. Ferrara, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked —up drawings and installation diagram of single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCI'L-210-3624-2, dated 12/08/2009, signed and sealed by Gerard J. Ferrara, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, prepared by Engineering Express, dated 09/30/2010, signed, sealed and dated 06/09/2011 by Frank L. Bennardo, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNeniours & Co., Inc. for their "DuPont Sentry Glass6 Interlayer" dated 05/26/2010, expiring on 01/14/12. Jaime A Gasco �, . E. Product Control Section Supervisor NOA No. 10-1025.01 Expiration Date: June 23, 2016 Approval Date: June 23, 2011 E-1 i- - Jeld-Wen, Inc (OR) NOTICE OF ACC EPTANCE• EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONnNUED) 2. Notice of Acceptance No.10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "Dupont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-0909.05 revises 99-0113.05 issued to Mikron Industries, Inc. (a division of Quanex) for "White PVC Extrusions for Windows and Doors qualifying for AAMA 303, Voluntary Specification for Poly (Vinyl Chloride) (PVC) Exterior Profiles by AAMA Fenestration Exterior Profile Certification Program" dated 10/l/2010, expiring on 9/30/2011. F. STATEMENTS 1. Statement letter of compliance with the FBC-2007, dated 10/04/2010, signed and sealed by Frank L. Bennardo, P. E. 2. Statement letter of no financial interest and conformance, dated 10/04/2010, signed and sealed by Frank L. Bennardo, P. E. 3. Laboratory compliance letter for Test Reports No.'s NCTL-210-3624-1 and NCTL-210-3624-2, issued by National Certified Testing Laboratories, Inc., dated 12/09/2009, both signed and sealed by Gerard J. Ferrara, P. E. 4. Proposal No. 09--1988 issued by Product Control, dated 09122/2009, signed by Renzo Narciso. G. OTHERS 1. None. E-2 Jaime D. GascRn, . E. Product Control Section Supervisor NOA No. 10-1025.01 Expiration Date: June 23, 2016 Approval Date: June 23, 2011 PREM MAX FRAME WIDTH L FIN OR SNAP -ON FLANGE) ATLANTIC VINYL SERIES 8100 SINGLE HUNG LARGE MISSILE IMPACT RESISTANT NOTES SEE P lLCVATIONI ANCHOR LO 40.50' MAX D.L.O. WIDTH ON FIXED SASH SASH G ASSEMB = y LATCH L o c u�lJ E675V ND PRC END pQ (gXfj� �O Z 0 I t7 REINFORCEMENT V IN FIXED ^ s MEETING RAIL yj AND VENT SASH, SEE SECTIONS B C E aCaii V [a G TILT LA' LOCATE EACH E 46.00" MAX WIDTH --tD.L.O. ON ACTIVE SASH / WEEPHOLES IN FRAME SILL,3' 52.125"x75" FRAME FROM EACH JAMB s STANDARD ELEVATION W/O CLIPS 1 N.T.S. EXTERIOR ELEV - -- 1 8' AONN 13/32" GAP \ I el �t9PVB11/8"ANN- I 1/8'AI FX MR-100. GLASS SETTING BLOCK (85 DUROMETEF INTERIOR 11... FOR - - (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) )ATIONS. 48,50' MAX D.L.O. WIDTH ON FIXED SASH M LOCK )GATED 4 EACH 61 x o o -- ---- NTIN ----------- -------- --qg� JDI MEETING VENT FIXED RAIL XAND SASH, SEE SECTIONS $ a V V In GLASS -SASH CAM LOCK ASSEMBLY, LATCH LOCATED END FROM EACH -TILT LATCH LOCATED AT EACH END 46.00" MAX D.L WEEPH O. WIDTH (2) 0,75"K0,15' ON ACTIVE SASH OLES IN ME FRASILL, 3" 52.125"x75" FRAME FROM EACH JAMB z ORIEL ELEVATION W 0 CLIPS \1.11 N.T.S. EXTERIOR ELEV GLAZING TYPE B 8' 1 SU TED D 1 TED 1/8" AggN��N ryryT� 11/32" GAP OA PVB INTTEERLi 3/15' ANN 1/8' ANN 1/2" MIN, 0 LA55 BITE 3 1 RR STRUC�TURAI EXTERIOR INTE0.(OR SEE GENERAL NOTES B5 AND 06 VERT SECTION ALLOWABLE DESIGN PRESSURES +50 PSF -60 PSF GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAB 201, TAS 202, TAS 203 & ASTM 91300.04 STANDARDS, 2. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN 'OFTHIS SYSTEM, WIND LOAD DURATION FACTOR Cdo1,6 HAS BEEN USED FOR WOOD ANCHOR DESIGN, 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL Be DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4, THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE, FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS AND SUBMIT FOR ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN CONJUNCTION WITH THIS DOCUMENT. S. FOR INSTALLATIONS UP TO 30' MAX ABOVE GRADE, THE SYSTEM DETAILED HEREIN IS LARGE MISSILE IMPACT RESISTANT AND DOES NOT REQUIRE ADDITIONAL IMPACT PROTECTION, 6. FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE, THE SYSTEM DETAILED HEREIN SHALLSE PROTECTED WITH AN IMPACT RESISTANT COVERING WHEN INSTALLED WITHIN WIND-BORNE DEBRIS REGIONS AS DEFINED IN ASCE 7-05, 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. OPTIONAL WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE, S. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 9. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE AND SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS REQUIRED. 10. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. ALL WOOD SHALL BE PROTECTED FROM EXPOSURE AND FROM CONTACT WITH DISSIMILAR MATERIALS IN ACCORDANCE WITH THE ABOVE REFERENCED BUILDING CODE, �D � Q UN v co a 0 :°off 1 6" MN 6" MA1 (IXCLUDING SNAP -ON FLANGE) i' MAX F MAX •TYP. -i 6" MAX 6' MN' DENOTES ANCHOR THROUGH FRAME, TYPICAL ALL SIDES U Ci p TILT LATCH LOCATED AT G [ I . EACH END SASkW LOCK ASSEMBLY, LATCHLOCATED 67A" 00, Q I I ACH END d ----- --CLUSTER OF (8 ANCHORS ' SPACED 3 FO C RIZONTAL, REINFORCEMENT ' IN FIXED ----- I 1 ]43.. E [ MEETING RAIL AND VENT SASH, SEE SECTIONS (2) 0.75"XO,15" WEEPHOLES IN FRAME SILL, 3' FROM EACH JAMB F6'MAX 6" MA) "MAX 8.345" O.C, MAX TYP 52,125"x75" FRAME W/ CLIPS 1 THRU-FRAME ANCHOR ELEVATION 10 N.T.S. EXTERIOR ELEV I I-IKU-TKAIvIt AIM(-;NUK blLNtUULt: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTURE: • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4- MIN EMBED AND 1" MIN EDGE DISTANCE, TO WOOD BUCK OR HOST STRUCTURE (IIo0.66 MIN WOOD): • *14 WOOD SCREWS WITH 1-1/2" MIN, THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1.1/2' MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE, T010 OAUOB MINIMUM STEEL STUD: • #14 SAE GRADES SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2' MIN EDGE DISTANCE. ANCHOR NOTES: .ALLOWABLE DESIGN PRESSURES +65 PSF -75 PSF 8 MINIMUM ANCHOR SPACINGS SHOWN HEREIN BOTH STANDARD AND ORIEL WINDOWS. 2" I 2" MAI B" O.C. MAX, TYF 2" MAX 2" +(EXCLUDING NAIL FIN) AX . "MAX,I I TYP. 2' MAX I I 2" MAX jDENOTES ANCHOR THROUGH NAIL FIN, TYPICAL ALL SIDES o TILT LATCH B LOCATED AT EACH END SASH M LOCK 5 ASSEMBLY, LATCH G LOCATFO 6/" / we FROM EACH END 2 I E -- ---- ------------------ ----- i REINFORCEMENT X IN FIXED MAX, TYP, MEETING RAIL ,I` ' AND VENT SASH, SEE SECTIONS (2) 0.75"X0,15" WEEPHOLES IN FRAME SILL, 3' FROM.EACH JAMB IAX I I � T MAYO,TCV.D_ 2" MAX 2" MAX 52,125"x75" FRAME W/ CLIPS 2 NAIL -FIN ANCHOR ELEVATION gN.T.S. EXTERIOR ELEV ENDS OF RADIUS OR ROUND TOPS SHALL BE FUSION WELDS NOT EXCEEDING THE ,LING CONDITIONS MAY VARY. FIELD VERIFY NAIL -FIN ANCHOR SCHEDULE: TO WOOD BUCK OR HOST STRUCTURE CC-0.95 MIN WOOD): • *14 WOOD SCREWS,WITH 1d/2" MIN. THREAD PENETRATION AND 1/2" MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1.1/2" MIN. THREAD PENETRATION AND 1/I' MIN EDGE DISTANCE. m FILE # 3694587 OR BOOK 3380 PAGE v2312,VRecorded rv04/17/2012 atY"-23 AM Y NOTICE OF COMMENCEMENT Permit No. Tax Folio No, State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. Legal Description of Property: (and street address if available): L p K�_t. t nor) Nam IC l fn i-F t4o 61 IL 1D - J " 1 J1e3 —z pP and i� General description of Improvement; Iy ha►�o . Owner Information or lessee information If the Lessee contracted for the Improvement: Name "'I' • j` ftiC 6 � Address "as, u 7 S T F'p- Interest in property. r•»li• �-L cf Name and address of fee simple titleholder (If different from Owner listed above): Contractor's Name: •li% •�rq-Z'jZ(C� Contractor Address: f by 3�T- " Phone Number: 27 z-+:7 Surety (if applicable, a copy of the payment bond Is attached): Amount o bond; $$ Name and address: Phone number:. Lender Name: Lenders address; Phone Number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section ZLW(1) (aP., Florida Statutes: Name: Address: Phone Number; In addition to himself or herself, Owner designates Lienors Notice as provided In Section » a ia(1) (b), Florlda Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CDMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signature of Owner or Lessee, or Owners or Lessee's Authorized Offlcer/Director/partner/Manager 1 pop ?b JENIFERFIANCE t�atr s I l . * * FAYC0MkI *NlEEIW N (SignatoysTitle/O ce) v EXPIRES:JanueryXB llilo �'?orncr� ��T���1'tiarios The foregoing Instrument was acknowledged before me this day ofPpo L , 20JI, Name of Person --*-- for LhLyjC ✓ Type of authority (e.g, officer, trustee) Party on behalf of whom Instrument was executed gnature of No�ry Public- State of Flodda) (Print, Type, or Stamp Commissioned Name of Notary Public) Personally know ✓or produced Identification,_ Type of Identification produced 10 STAT'E Of FLORMA. ST. LUCIE COUNTY 7 THISISTOCERTIFYTHATTHISISA TRUE AN* CORRECT COPY OF THE ORICIKIAL J0 'P ' SMI T I CL EBy Date: