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RC-09-1618BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Tenant/Lessee Name Email City Submittal Fee $ Notary $ Scanning $ Double Fee $ Structural Review. $ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Job Address (where the work is being done) Is Building Histori litisignated YES NO Permit Fee $ Training/Education Fee $ /.36 AA' ?,3 s�• Permit No Rc '- /0-0 ? - /Pe Master Permit No. (Fee Simple ) Ci� SGO /l/ ( .5 - 41 - • . 7i 2 - Owner's Name ee Sim le Titleholder �!(� � �� hone # � 79 Owner's Address _,Z 6 AA City iCk5/).5k'/7°.s State Zip 3 3 /38 Phone # City Miami Shor;Village County Miami - Dade Zip FOLIO / PARCEL # 3313e Flood Zone J A N pgazz x 27?flH BY: S6) � �ro6 Contractor' �� r � y �P , o `1 r-�1 go `V IAJ S Phone # Contrac . ► : ess '= 7 \/ s ' l S L U k FL- Zip 0 1 G 16 T AN�' hone# ��3 ) 3 ��Q6' or Registration No. C QC 0 S - S Certificate of Competency No. hone b ?6) 31-R— S eo G E -mail e. ciki - C®i'` tect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ . CrQ• 00 ❑Addition ❑Alteration [New ❑ Repair/Replace DPBR $ Violation date: Square / Linear Footage Of Work: CCF $ Total Fee Now Due $ CO /CC $ Technology Fee $ Bond $ See Reverse si a -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinsp tion l be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this? °-�i - day of �n 20 (O , by �o4m file �! Cl r� 0 , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign:.22o e�i Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) 222_ C / 31 i cur; " s}WLORIDA " " M1 ena • : paroni Commission #DD685086 %„,, „,, Expires: JUNE 13, 2011 BONDED THRU ATLANTIC BONDING CO., INC. v 10 Plans _Examiner Engineer Signature The forego day of Sign: Print: Contractor trument was acknowledged before me this 01-- 20 1 Q, by ,r,e.P. Co.no who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission % Mil ° na Paparoni @ Commission # DD685086 � , Expires: JUNE 13, 2011 BONDED THRU ATLANTIC BONDING CO., INC. Zoning Clerk checked Inspection Number: INSP- 126008 Scheduled Inspection Date: February 18, 2010 Inspector: Perez, JanPierre Owner: HERNANDEZ, FRANCISCO Job Address: 126 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Building Department Comments February 17, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: MONTESA SOLUTIONS ENTERPRISES INC For Inspections please call: (305)762 -4949 Permit Number: MC -10 -09 -1620 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New A/C System Phone Number (786)282 -9014 Parcel Number 1132060133130 Phone: (786)399 -5406 Installing a new 1 1/2 ton rheem a/c/ system with an duct work and refrig. lines. \its Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 6 of 24 Permit Ty BUILDING PERMIT APPLICATION FBC 20 Owner's Address it*" pJ State City M% fltM% 1 U j Tenant/Lessee Name Email City Miami Shores Villa FOLIO / PARCEL # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ROOFING Owner's Name (Fee Simple Titleholder) �e k 4 -v) ` Phone # (•p�10� Job Address (where the work is being done) 14.6 tJ q Is Building Historically Designated YES NO X Contractor's Company Name ,, I 1 Contractor's Address 27_2-1 1 NE t ') 6 City ,M/ i)V' 1) State Qualifier Name r be rib �p ` ) State Certificate or Registration No. / QC/65L1 'Contact Phone 305 -3a3 3-2© County Miami -Dade Zip "e12l ' 3 cJ 4 eS YOrI COArr ed 5u rr 32.0 FL E -mail Permit No.RC I ® --Ap 1 aster Permit No. Z -1 7 - 3 13 1' Phone # Zip 3 31_60 Phone # Certificate of Competency No. Flood Zone ‘e # =z20.115), Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ /40a Square / Linear Footage Of Work: Li as Type of Work: ❑Addition Alteration ❑New ❑ Repair/Replace El Demolition Describe Work: 11 t tOIZ- °`1eet()'e(di p.1 e Pe Lvn4 S 414 . J v.4,0 LAAvta.o u_S ckecylts / d Ci .s pnt r i wiA/ iz0 /MA. kac 15114 ! ffl 1 Wen v • * * * * * *, ** * * ** ** * * * * * *** * * * * * * * * * * ** * ** F * ** * * * * * * * * * * * * ** *,r * * * * * * * * * ** � Submittal Fee $ _ Permit Fee $ _Rj�O' O CCF $ (0. (00 CO /,16- Notary $ Training/Education Fee $ Q -aJ Technology Fee $ tc' O() Scanning $ Radon $ a.-43 DPBR $ p9' go Double Fee $ Violation date: Bond $ Structural Review. $ Total Fee Now Due $ See Reverse side —> 1w— ��.e fedea c 18(0 _ 1.430 - -7 C0 6,9 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspectio tll not b approved and re: fee will be charged. Signature Signature The fo day of who s pe =onally known to me or who has produced /Bur ar rn .LORMA .dentic) who did take an oath. DD685086 •rfJ;E 3, 2011 c4lINC, NO ARY Sign: , r Print: Le! irk? 0 . / My Commission Expix Y" ° UC -STATE OF FLORIDA Milena Paparoni Commission #DD685086 °' Expires: JUNE 13, 2011 BONDED **�TCCRR �ffM *fix * ** * * * *& dF ik ** * * & *Ac4eie ** * ** * ** * ** * ** ic9e 9Fie4e dr9e *dlr *** ** �rir* * ** * ** ** ** ** * ** * * *,r, ** * *°kde * *& ** 9Fie ** *atr* * oY*°k Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) APPROVED BY Plans Examiner Contractor The foregoing instrument was acknowledged before m e Z2, " this d a y of � ` � , 20 , by Poi r f `0 11p' 14 ) , who is personally known to me or has produced as identification and who did take an oath. NOTARY PUBLIC: a2) / c1 zoning Engineer Clerk checked PROVIDE MUNICIPAL PROCESS NUMBER HERE LOCATION OF IMPROVEMENTS j Job Address /�(j AM: 93 5i, CONTRACTOR INFORMATION Contractor No. G-r /C o '6 a� Last four (4) digits of Qualifier No. .40 --C 9 Folio f ©J /_ r� 0 ®/ 33 / 3 ® Contractor Nam: ° ' - IL Lot Block C � Qualifier Name r[/JI1119 eL1 Subdivision PBpg Addres 22 AI :. * Metes and bounds City ANEW State ! Zip 331(0 TYPE OF IMPROVEMENTS [ 1 New Construction Vacant Land [ ] Alteration Interior [ ] Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [ ]Repair [ ] Repair Due to Fire [ ] Demolish [ ] Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof [ ] Foundation Only Current use of property c�i�I / /� al/ Description of Work i ■ s- , �� 00111 /P zi h � • S f-tr-- • Ft. Floors _nits Value of Work 1 0 .0a PERMIT TYPE [,X] MBLD* Category REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire ARCHITECT / OWNER'S NAME ENGINEER OwnerliP, 4•ail £( Address /26' A/6 q3 St. City /f) 1/ S/'On-5State KZp.33(315_ [ ] MELE Phone SW 2 /Z- 6 [ ] MLPG Last four (4) digits of Owner's Social Security No. [ ] MMEC [ ] FIRE Owner PERSON TO PICK UP PLANS , Name �deP/ lft✓ ` ( Address Address City State Zip City State Zip Phone Phone 7 3 77(7 FIRE SPECIAL REQUEST PLAN REVIEW (SRI) 1 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. 1st Request: Date: 2 Request: Date: 3b Request: Date: DERM OPTIONAL PLAN REVIEW (OPR) I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. 1st Request: Date: 2 "d Request: Date: 3rd Request: Date: MIAMI -DADE COUNTY BUILDING DEPARTMENT Herbert S. Soffit* Permitting and Inspection Center zzop i 17 11805 SW 26th Street (Coral Way) • Miami, Florida 33175 -2474 • 86) 15-2100 APPLICATION FOR MUNICIPAL AL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE AND /OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT 123_01-192 3/08 NO E: ALL SHEET MUST BE REVIEWED BUILD I G PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING - COMMERCIAL MBLD 02 SUB - GENERAL BUILDING - RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK -IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT /EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS /STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE MIAMI DADS COUNTY ❑ ALL ❑ BLDG ❑ HCAP ❑ LANDSCAPING ❑ ROOF ❑ SIGN ❑ PERMIT BY FIDAVIT CH_�e�. Comments: No(s): ❑ Walk -Thru • esidential BLDG ❑A ❑D ❑N DERM ❑A ❑D LIN ELEC ❑A ❑D ❑N ENRG ❑A ❑D oiN ❑ ENRG ❑ FIRE UM ❑ PWKS ❑ PWCC ❑ ZNPR ENT AFFIDAVIT CHECK ❑ OPTIONAL PLAN REVIEW O BLDG ❑ ELEC OMECH O PLUM O STRU Dear Applic i Please c. e the folloW i g info ation otification on the status of your plans. Applicant's first Name: (PR T CLE � ' LY) I�EPE (C a Last Name: (PRINT CLEARLY) 14 irg Cellular N ber: 7 ‘ ® 43 9' - 7 ‘ c 9 Office/Home Number: EMAIL Address: (6 l C `! 5 S--O/ C 7 /P? avt4 - NOTE: IF AN EMAIL ADDRESS WAS PROVIDED YOU WILL BE NOTIFIED VIA EMAIL AND /OR AUTOMATIC TELEPHONE CALL CONCERNING THE STATUS OF YOUR PLANS Appl on Date: LL/ /3 /® Clerk Name: °l -FOR OFFICE USE ONLY E COMPLETED BY BUILDING AND OCCUPANCY REPRESENTATIVE OR PLANS PROCESSING TECHNICIAN: rop -Off Commercial Building Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street Miami, Florida 33175 -2474 786 - 315 -2100 ❑ Rework ❑ Plan Revision COO I TO BE COMPLETED BY PLANS PROCESSING TECHNICIANS: Arrival Time: /i :30 ❑ Re -Issue ❑ Shop Drawing HCAP ❑A ❑D ❑N ROOF ❑A ❑D ❑N LAND ❑A ❑D ❑N SIGN ❑A ❑D ❑N MECH ❑A ❑D IN STRU ❑A ❑D ❑N PLUM ❑A ❑D ❑N ZNPR ❑A ❑D IN miamidade.gov Customer Notified By: Date: / / Time: 123_01-117 12/06 0 Inspection Number: INSP- 125998 Permit Number: RC -10 -09 -1618 Scheduled Inspection Date: November 18, 2010 Inspector: Rodriguez, Jorge Owner: HERNANDEZ, FRANCISCO Job Address: 126 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PISCES GENERAL CONTRACTOR INC Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Interior Remodeling at guest house new windows, doors, demolitions partitions, new flooring and exisitng bath remodeling. November 17, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (786)282 -9014 Parcel Number 1132060133130 Phone: (305)335 -7812 Page 1 of 25 March 01,2010 City of Miami Shore Building Deparment 444 Sw 2nd Ave 4th floor Miami, FL 33130 Attention: Building Inspector. In Reference To: Tie Beam Front Door. Miami Shores Residence Francisco Hernandez 126 NE 93 St Miami Shores Florida, 33138 Process # RC10091618 As engineer on record I aprove the 8 "x8" concrete tie beam on top of front door w/4 #5 bars and #3 ties @ 12" o.c. w/#4 dowel on each comer with epoxy 6" into existing cmu. wall . If you have any question you can contact me at the reference that appear bellow. RODRIGUEZ PROFESSIONAL DESIGN CORP. 2441 NW 13 ST #96 Miami, Florida 33125. Ph:305- 634 -8466 Fax :305 -638 -4710 A 50 ti i' Wilbert Rodriguez PE # 65688. 2. Descripti. of improvement: /4 EWE OF FLORIDA, COUNTY OF DADE 141160 CERTIFYthat this is s copy of the OW to ita+s ..' day of A.O. ( Official 8e. and Cooly Co>r11 D.C. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. W I IC FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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. / . �1 • L' • 3 _ ., ' n r 1111111111111111111111111111111111111111 CFN 2e e 1 OROCIF;6567 OR Bk 27162 Ps 1717P (fps RECORDED 01/27/2010 14:02:42 HARVEY R:UV'INr CLERK OF COURT MIAMI -DADE COUFITYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 1.26 IC/8" ?" 3 SA An ice! F j 4, •re 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required •y owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 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 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 Signature(s) o or Owner s)' th • zed • icer /Director/Partner /Manager Prepared By Prepared By Print Name Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this 2> day of cif v t,r uar y By G / /97141/6.vo ❑ Individually, or ❑ as for VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signat _ •f O ner(s) or 0 .. er(s'. 'zed Officer/Director/Partner/Manager who signed above: By 123.01 -52 PAGE 3 10/09 NOTARY PUBUCS'1 Al E OF FLORIDA All P:ar1:ni2011 1g:1:1a Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) NOTAi? � %mig,it;n : DD685 6 RC S`.6 . , ,,. .. i .�;:s: JUNE 13, 0 BONDEDTHRU ATLArrctcs AIDINaca,nva «% / ximixt( P/ 33222_ By Date Company Name : Address City State File Location: MECAWind Version 2.0.2.8 per ASCE 7 -05 Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = Wall Leeward Walls Side Walls 10/14/2009 Rodriguez Professional Design 126 NE 93 ST Miami Shores Florida, 33138 C: \Program Files \MECAWind \miami Top Elev Sot Elev Kz ft ft Roof Location Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildin a, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi g' .-e. 3 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MFRS-Wall Pressures Perpendicular to Ridge 12.00 2.00 0.85 1.00 46.32 23.16 39.84 10.00 .00 0.85 1.00 46.32 23.16 39.84 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) MFRS-Wall Pressures Parallel to Wall Cp -0.50 -28.03 -0.70 -35.90 -19.22 Kzt qz psf Project No. Designed By Description Customer Name Proj Location shores User Input Data: 146.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 5 : 12 10.25 ft 12.00 ft 1.00 ft 23.40 ft Bldg Width Across Ridge= Cp + GCpi(psf) - GCpi(psf) - Windward Wall- Total Shear +GCpi -GCpi + / -GCpi Kip Cp + GCpi(psf) - 0.34 0.12 - 0.60 - 0.34 -0.60 0.80 Ridge +GCpi(psf) Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area -21.73 -3.61 -31.96 - 13.39 - 23.62 31.50 - 11.35 .• • 51.19 2.4 51.19 14.4 - GCpi(psf) -5.05 13.06 -15.29 - 13.39 - 23.62 31.50 - GCpi(psf) Moment K -ft 2.4 86.2 : Mr. Francisco Hernandez guess.wnd acting at 'Bot Elev' 'ate_ ((?TVTE , .,16 1019 BY: • • •••..• • Building C No 1.00 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 22.62 Deg Hipped 8.50 ft 2973.00 ft^ 21.50 ft • • Y .•• • •.• • •• • • • ••.• W.o'k 00000 • • • ...•.• • • •..•.. • • •••••• • •...• •.•.S• • •..•.. • • •.•••. • • M Top Slav Bot Elev Kz Kzt ft ft Door #1 Door #2 Leeward Walls -0.48 Side Walls -0.70 0.0 ft to 5.1 ft 5.1 ft to 10.3 ft 10.3 ft to 20.5 ft 20.5 ft to 23.4 ft Parapet: Qp: Pressure at Top of Parapet Type of Parapet = Solid Parapet- Windward = 69.48 Qp: Pressure at top of Parapet -27.33 -10.65 -35.90 -19.22 qz - Windward Wall- Total psf +GCpi -GCpi + / -GCpi 12.00 2.00 0.85 1.00 46.32 23.16 39.84 50.49 10.00 .00 0.85 1.00 46.32 23.16 39.84 50.49 Shear Moment Kip K -ft 2.2 2.2 13.0 78.2 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(psf) - GCpi(psf) -0.90 -43.77 -27.10 -0.90 -43.77 -27.10 -0.50 -28.03 -11.35 -0.30 -20.15 -3.47 Parapets Components Parapet Case A Case A: Total Force on Parapet - Edge (Wall Zone 4 + Case A: Total Force on Parapet - Corner (Wall Zone 5 = 46.32 psf Top Elev. of Parapet = 3.00 ft psf Parapet - Leeward Press = -46.32 psf Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P Min P, ft ft ft ^2 GCp GCp psf :psf" 5.00 7.00 35.00 4 0.904 -1.004 5 0'.210 04 842 5.00 7.00 35.00 5 0.904 -1.208 b00.r0 -64.4 88 •••••• .•7••% •••.• & Cladding (Para 6.5 1�•��4) Parapet Case B Case B: Total Force on Parapet - Edge Zone 4 (Back + Front) = 97.28 psf Case B: Total Force on Parapet - Corner Zone 5 (Back + Front) = 111.17 psf .32, psf • • • • Roof Zone 2). 125.07•paf, + Roof Zone 1) = • •• • • • • •••• \N' •••••• • • • •.•••• • • 000000 • • .••.•• • .•••• ..••.• • •• 0 00000 • • 0...•. • • Project Name: Miami Shores Residence (Guest House) Builder Name: Street: 126 NE 93 St Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner Mr. Francisco Hemandez Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Sin le family or multi le family Sin le -famit 9 y p y g y 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft 501 7. Windows Description Area a. U- Factor. Dbl, U =1.08 90.22 ft SHGC: SHGC =0.52 b. U- Factor. WA ft2 SHGC: c. U- Factor. N/A ft SHGC: d. U- Factor. N/A ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 501.00 ft b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 772.50 ft b. N/A R= ft c. N/A R= ft d. WA R= ft 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 501.00 ft b. N/A R= ft c. N/A R= ft 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft 12. Cooling systems a. Central Unit Cap: 18.7 kBtu/hr SEER: 14.5 13. Heating systems a. Electric Strip Heat Cap: 17.1 kBtu/hr • • COP: 1 14. Hot water systems • • • a. Electric • • • • • • Cajz ons • • •,c ` • • 0 • b. Conservation features • • • • ! • • • None • . • I • • • 15. Credits • • . - Pst t •: • • • Glass /Floor Area: 0.180 Total As -Built Modified Loads: 20.35 • 7 • Total Baseline Loads: 23.95,1':' , ;` *� • • , I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. JO r�,, PREPARED BY JO LL I f t - '7- .7 . • • 1 • •,• Imo • ° a" -.ate • ,,... .:. •••• .- Review of the plans and • • s E s y '' • specifications covered by this . -v , _ _;�... 0 calculation indicates compliance ' to �''` . _ _ 4. ... 4 ,.' with the Florida Energy Code. ti afar ',�� M A ��a 0 . Before construction is completed "'` . . ^ this building will be inspected for :Add . ; a e compliance with Section 553.908 * `'' .;• • Florida Statutes. fi 0 D WE'� BUILDING OFFICIAL ' DATE' / tit yie'`7 I hereby certify that this building, as designed, is in compliance Y fY 9 9 with the Florida Energy Co Co e. OWNER/AGENT: O b vd ci et DATE: ! a f ti a `7 DATE / / -l' r � 1 DEC 1 6 206,c iJ FORM 1100A -08 B1`._am____ _________ee_o FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoo , s not greater then 15 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Miami Shores Residence (Gu Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner. Mr. Francisco Hernandez Conditioned Area: 501 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 126 NE 93 St Permit Office: Miami Shores Rotate Angle: 0 County: Dade Jurisdiction: 232600 Cross Ventilation: Yes City, State, Zip: Miami Shores , Family Type: Single- family Whole House Fan: No FL , 33138 - New/Existing: Existing (Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 90 ft 0 501 ft 0.2 0 0.8 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 543 ft 104 ft Dark 0.96 No 0 7a Q#cj , • • • • • •• . • . ATTIC • • • • • •. • V # Type Ventilation Vent Ratio (1 in) Area RBS • • • IROC • • • • 1 Full attic Vented 300 501 ft N . • •• •• •• • CEILING • • • • •. • # Ceiling Type R -Value Area FrarrQng ;ray • •'Russ Typ$ ' 1 Under Attic (Vented) 30 501 ft 0.11 • • • • Wood WALLS Cavity R -Value Sheathing Framing Solar _/ / # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 200.99 ft 0 0 0.65 2 S Exterior Concrete Block - Int Insul 4.1 200.99 ft 0 0 0.65 3 E Exterior Concrete Block - Int Insul 4.1 185.26 ft 0 0 0.65 4 W Exterior Concrete Block - Int Insul 4.1 185.26 ft 0 0 0.65 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V # Omt Door Type Storms U-Value Area 1 N Wood None 0.2 0.1 ft WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. / V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N TIM Low -E Double 2 N TIM Low -E Double 3 E TIM Low-E Double 4 E TIM Low-E Double Yes 1.08 0.52 Y 35 ft 2 ft 10 in 7 ft 9 in HERS 2006 None Yes 1.08 0.52 Y 10.11 ft2 2 ft 10 in 3 ft 5 in HERS 2006 None Yes 1.08 0.52 Y 35 ft 0 ft 4 in 8 ft 5 in HERS 2006 None Yes 1.08 0.52 Y 10.11 ft 0 ft 4 in 5 ft 2 in HERS 2006 None INFILTRATION & VENTING / V Method SLA — Forced Ventilation — Run Time Fan CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 473 6.67 26.0 48.8 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 14.5 18.7 kBtu/hr cfm 0.72 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless • . 1 Electric Strip Heat None COP: 1 17.06 kBtu/hr • • False • • • •• • •• • . • • • • HOT WATER SYSTEM • • . • # System Type EF Cap Use SetPnt •••• 6onsewation • • 1 Electric 0.97 1 gal 40 gal 120 deg " " • None • • •••• SOLAR HOT WATER SYSTEM • • • • FSEC Cert # Company Name Colleor' Stp}�g % . ct System Model # Collector Model # ;Area'. Voltdh % FFr • •• •• • None None ft ••••• • DUCTS / V # — Supply — Location R Value Area — Retum — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft Attic 15 ft2 Prop. Leak Free Attic 15.03 cfm 2.68 % 0.03 0.60 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 10/14/2009 12:30 PM • • • • • •. • • • •••• • • • • • .... • ...• • • • • • .• •. •. • •. • • • • • • • .• • • • • • • • • • • • • • • ••.• • • • • • •• • • • • •• • • •• • EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable[ Venting [X] Venting [[�X]] Jan Jan [X] Feb [X] Mar [[�X]] Feb [[�X1] Mar Iii [X Ceiling Fans: Apr X] May �XJ Jun [XX) Jul i X� Aug i))(ci Se [ X Oc ct t IXl Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) PM 78 80 78 78 78 78 78 78 80 80 80 78 Cooling (WEH) PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 PM 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) PM 66 66 66 66 66 68 68 68 68 68 68 66 10/14/2009 12:30 PM • • • • • •. • • • •••• • • • • • .... • ...• • • • • • .• •. •. • •. • • • • • • • .• • • • • • • • • • • • • • • ••.• • • • • • •• • • • • •• • • •• • EnergyGauge® USA - FlaRes2008 Page 4 of 5 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. ✓ Exterior & Adjacent Walls NI 106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. I/ Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration banter is installed that is sealed at the perimeter, at penetrations and seams. fa/ 1/ Ceilings NI 106.AB.1.2.3 Recessed Lighting Fixtures NI106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Typ ;JE Qr non -L • rated, installed inside a sealed box with 1/2" cleaggc 3" frdjn • • • • insulation; or Type IC with < 2.0 cfm from conditiginq ggace, • tested. • •-•-• • • •' V • • hI/h: •. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors, • • • Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; coml 1! ibflspace. ":'. heaters comply with NFPA, have combustion air." • . •• • " ": COMPONENTS SECTION REQUIREMENTS • • • ' • • . • CHEr'eFt • Water Heaters NI112.AB.3 Comply with efficiency requirements in Table NI12.ABC.3. Swit&1 or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. ✓ Swimming Pools & Spas NI112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. / Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. V Air Distribution Systems NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls NI107.AB.2 Separate readily accessible manual or automatic thermostat for each system. V. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 1✓ FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 126 NE 93 St Miami Shores, FL, 33138- PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST • OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ' 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 • • • •••. • • • Page 5 of 5 • • • • • • • 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 (ft 7. Windows" a. U- Factor. SHGC: b. U- Factor. SHGC: c. U- Factor. SHGC: d. U- Factor. SHGC: e. U- Factor. SHGC: Builder Signature: Address of New Home: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD Description DbI, U =1.08 SHGC =0.52 N/A N/A N/A N/A 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. Existing (Projecte Single- family 1 1 No 501 126 NE 93 St, Miami Shores, FL, 33138- Area 90.22 ft ft2 ft2 ft2 ft2 Insulation Area R =0.0 501.00 ft R= ft R= ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric EnergyGauge® USA - FlaRes2008 b. Conservation features I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Date: City /FL Zip: • • • • • • s • • • • • •• • Insulation Area R=4.1 772.50 ft R= ft2 R= ftp R= ft Insulation Area R =30.0 501.00 ft R= ft2 R= ftp Cap: 18.7 kBtu/hr SEER: 14.5 Cap: 17.1 kBtu/hr • • COP:1 • • • • • s • • : c®� : 1igallons • • • EF: 0.97 • • •••• • • • None • • •••• • 15. Credits ,.„.CV, Pstaj •: • • • • • • • • •• • • •••• • • • *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. Location for weather data: Miami - User customized: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 95 F 75 F 20 F Total heating load calculation 8226 Btuh Total coolin • load calculation 16567 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 207.4 17060 Submitted cooling capacity Sensible (SHR = 0.72) Latent Total % of calc Btuh 105.0 13464 140.1 5236 112.9 18700 Load component Load Load Window total 90 sqft 5225 Btuh Wall total 675 sqft 2432 Btuh Door total 0 sqft 0 Btuh Ceiling total 501 sqft 1260 Btuh Floor total 501 0 Btuh Infiltration 25 cfm 546 Btuh Internal gain Btuh 1660 Btuh Duct gain 624 1705 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 12828 Btuh Latent gain(ducts) Ventilation 459 Btuh Latent gain(infiltration) Btuh 979 Btuh Latent gain(ventilation) 8226 0 Btuh Latent gain(intemalloccupants /other) 2300 Btuh Total latent gain 3738 Btuh TOTAL HEAT GAIN 16567 Btuh Load component Load Window total 90 sqft 2292 Btuh Wall total 675 sqft 2002 Btuh Door total 0 sqft 0 Btuh Ceiling total 501 sqft 319 Btuh Floor total 90 sqft 2124 Btuh Infiltration 28 cfm 624 Btuh Duct loss 865 Btuh Subtotal 8226 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 8226 Btuh Mr. Francisco Hemandez 126 NE 93 St Miami Shores, FL 33138- Residential System Sizing Calculation Summary Project Title: Miami Shores Residence (Guest House) Winter Heating Load for 501 sgft SUMMER CALCULATIONS Summer Cooling Load for 501 sgft ) WINTER CALCULATIONS Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 • • •. •• WaBs(15 %) Code Only Professional Version Climate: South 10/14/2009 • • ••. • • • • •• • • • • • • • • • • •••• • • • • •••• • • • • •• • • •• • • • • ••• • EnergyGauge® Syst m ling PREPARED BY' J tsf't- DATE: DGI MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 ses, If this P� 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of' the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07 -0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25107, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1. LL4.a.. lshaq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8' LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16' HEAT STRENGTHENED GLASS. C. 7/16* LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3/16* ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) UTE OF 3(18' HEAT STRENGTHENED GLASS . D. 7/16' LAMI NOM. (.485') CONSISTING OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: Z(b XX XO. O_,X XXO, Q O_XO, AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 8. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL- 5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE UTE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. 8. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), 1S REQUIRED ONLY AT ALL DOOR TO SIDE UTE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR EXT. - 1/8* ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3116" HEAT STRENGTHEND GLASS 112" GLASS BITE r .402 -® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 12" GLASS BITE A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM A INT. - 3/16* HEAT STRENGTHEND GLASS .485 Ir— A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 Awed bp ibms AA FA: *NASA AK FJC bit lalletaL Aft ERSAff DOA snow ;2207 lb *Dm B Nal,bar A Omega J..L At CLASPYW.. OF NASA OVERALL 71IENNES9ARO GLASS BGE ARO CLAW L0TBOM 10 BIA2AD0@8Y$AOC GLASS DES TM /di OSE NOR 11, GLASSDE&ATPT. SADO NGTE& bre 601107 1018 TECHNOLOGY MOVE N0MO*a MO P.D. BQX 1679 NO1df0S. a 312774 P NOTES AND GLAZING DETAILS A LUM. FRENCH DOOR & SIDE LITES, IMPACT P 0011 17X -Iwe 10 I11005.1 I B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES.__ 2 ELEVATIONS ... 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved is complying "W Os Florida I& NOM 07— 0 Z c 4• U Miami Dade 'radon Cashel B IS4 LLt4H pit/ qi 1 2 0 4 k L. park. P.E. PE 039712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )O(, 0, OX, XO, OXO, )0O, 0)0( & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 6 79 3/4" 7 - 83 3/4" 87 3/4" 91 3/4" 8 ° - 953/4" 3° 37 1/21 6° 71 3/4" X WIDTH 2° 25 1/2" 2712" 2912" 2° 31 1/2" 2 331/2" 3512" 3 3712" SINGLE SIDE LITE RwdIP F.K beta M&07 O WIDTH 273/4" 36 1/8" 36 3/4" O WIDTH 1 38 3/4" XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 3/4" 54 63 3/4" 67 3/4" 6° 71 3/4" O WIDTH 103/4" 123/4" 19" 21 3/4" 27 3/4" 36 1/8" 36 3/4" earldom Rdbba" 8 Rabies mvaax +75.0 +75.0 +75.0 +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 Dais ars 2/221)7 +75.0 -75.0 SINGLE SIDE UTES WITH GLASS TYPE A -75.0 -75.0 -75.0 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.01 -75.01+75.01 -75.0 1+75.01 -75.01+75.01 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT e- 79 314" -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 +75.0 -75.0 +75.0 +75.0 +74.9 7 ° - 833/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 GLASS TYPES A, B,COR13 +75.0 +75.0 +68.5 +61.0 +49.9 +35.2 +34.0 -75.0 -75.0 -74.9 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 -34.0 +75.0 -75.0 +75.0 +71.4 +70.4 -75.0 -71.4 -70.4 87 3/4" +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 +75.0 +75.0 +65.0 +57.8 +47.2 +35.2 +34.0 -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -75.0 -65.0 -57.8 -472 -35.2 -34.0 REVISED MINE EDESIONPRESXREB D CLAWED NO* R91F. MOON COMM PAX TYP:IMMIX tOES PO0NOTE FAX NIXESI&6 RESSE NOTE 1, 2 81 Ao NOTATIONS 70 1A818 AN O REDUCE M 1 WE DESIGN FRE ANDAORBT.ALL OPS FOR TABLE 2 8@111)7 +75.0 -75.0 +75.0 +67.6 +66.6 -75.0 -87.6 -66.6 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 +75.0 +75.0 +81.9 +55.0 +44.7 +35.2 +34.0 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -352 -34.0 +75.0 -75.0 +75.0 +64.2 +63.1 8 - 95 3/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 1072 TECHNOLOGY DRAM Nomura FL UM P.O. 11(1115X NOWMf9. R9l274 -75.0 -64.2 -63.1 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 -52.4 -42.6 -34.4 -34.0 +34.0 NOTES: Pc �T V U B"sasr At GLASS TYPES: A. 3/8' LAMI (1/8" A..090 PVB, 3/18" HS) 8.3/8" LAMI (1/8" HS, .090 PVB, 3/18" HS) C. 7/18' LAMI (3/18" A, .090 PVB, 3/18" HS) D. 7/18" LAMI (3/18" HS, .090 PVB, 3/16•11S) A2. COMBINED DOOR & SIDE LJTE WIDTHS FOR TABLE 1 OR 2. MAX OX/X0 WIDTH = 73 1/2" WIDTH = 731/2' MAX. OXO WIDTH = 109 1/2" MAX. XXO/OXX WIDTH =107 3/4" MAX. 0)0(0 WIDTH =143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. g. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90' HIGH SINGLE DOOR WITH 29' SIDE UTES DESIGN PRESSURE _ 487.8 / .67.8 PSF EX B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 3812" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.8 / -43.8 PSF EX. D FROM TABLE 2. 0)0(0 WITH GLASS TYPE C 83 3/4' WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE UTES DESIGN PRESSURE = +43.1 / -43.1 PSF ®8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. bseSata DESIGN PRESSURES res ALUML FRENCH DOOR & SIDE LITES, IMPACT 8101.10* ROW ar. pre DX ( 2 0 10 11005 -1 I B Approved as u=pt}iag why td° (.7a,ida Bn: IV C Date L ' ^ 007 NOM Mug Deds Product antral sr G PE 818712 Structulad 143 3/4' MAX. M I SEE NOTE 3 I MAX 85 3 MI1 E I O dik / / 1E \. NACT. \ \ . % ,/ Er /X INACT 1 E 0 { -ra lir F' MAX. MAX. � F -- MAX --+I. $EENOTE3-rf MAX. I 109 1/2*MAK SEE NOTE 4 OX OR XO J O SEE NOTE 4 OXO X 71 314' MAX. 24 8/16" MAX. DLO (TYP) SEE NOTE 4 NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 8. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' 7000','OXX AND '0XX0' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 'X' AND IOC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) (50(' DOOR =DOOR WIDTH/2 - 4.078) SEE NOTE 4 G G OXXO DOOR DLO HEIGHT = HEIGHT- 113/8' DLO WIDTH x = DOOR WIDTH - 1215/16' DLO WIDTH IOC' = DOOR WIDTH/2 -11 6/16' SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8' SEE NOTE 4 neinvra , *h the Flo::+tw 14vrLec C w bate «- 7 :.j' TO Mh 0 . M:.a Gods PO49 � •» r 4' AredVA tree A►Wre EY.ilme *Maas A _ 11 Miff Doke Mao, aro 211207 GORRE CT v971XEAL DLOAAO FORMULAS ALDOLOFORMAABfOR IVORNDaDB LEE E ADD DOOR MODAL D6YEYY DEAD BOLT AND WIMPY xACT. AND x! AM.. Dar taJO TECHNOLOGY DRIVE ADXatfB, la 3076 Pal 8OX NOKOMIRZ s®4 Pd V b& b'emer ELEVATIONS Tier ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 I NTS I 3 +10 I�ow 11005.1 I B Robert 1 P.E. PE tg8712 Structural MAX DLO LF DOOR SECT. A—A VERTICAL MAX. DOOR HEIGHT 1.489 INTERIOR EXTERIOR MAX. DLO sni SL SECT. B-B VERTICAL MAX. SIDE LITE HEIGHT INTERIOR SL VIEW G-G CORNER ASSEMBLY APPimxd as complying at4 die � Code NOM o7— n G 7f. II) Miami Dade Product Coated (J" AN•111K Fx 218107 0 AwMac A Obelloles Mad& Dag PX rum P. F.K � NOQMNOETh T. SHOW DOME HOL COW MEAD RECTIKINAT OdmB7ASSEAIB.Y 807 1070 7EOHNO OGYDR/DE NOMPS, FL Pen a aiaiw l . u PST s'�+6� Bacarr EXAMPLE ELEVATIONS ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT e I MK 1 4 • 10 I 11005-1 I B MAX SL WIDTH MAX. DLO MAX. X WIDTH DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 'X' SECT. D-D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY LMAX. DLO MAX. SL WIDTH MAX DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR Approved as complytq wits foe Florida Bohliag Cod/ 1 . 4 166 Mood B _ T sBuai Bide Piodao atrol Debt Paler Deb 3 Raba= s rbabns FZ Dom Ale Wet A DX pe Deb NOCIMNDI TKO MEET. raaaaabr FJC 2/2,07 J..L MOLOOR WAX LI IPTOSEDTIONDE1131NR88DEUTE TO BEM AF OSIIC W70 7EG9pW CGVQ NQlLti -S R.1Q78 P.Q. BOX 188 IM MO, FL Pan PeT V3tbbb Berber VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT egoeuevoe 1 I 5 •10 I ° - a°� 1f805.1 Robert L. P.E. PE 038712 Structural 30 910D 9436 1010 7070 955 938 956 995 952A 11000 1670 11004A 11001A 11002A 11003A 9150 1010 6608 1140 1048 60411 60300 87070K 7955X 7938X 7956A 7832X12FP)G' 70995 70996 6533018 611000M 671670 611004M 411001A 411002A 411003A 60380 60300 X111 78X112PSATS 71048 ITEM DWG 0 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 20 21 22 23 24 25 930 PGT# 41721N DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLTSTROKEPLATE 2 PT. LOCK STRI KEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSW, .350 RD FOAM FLU. T-SLOT (AMSBURYI32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q-ON .180 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -15 #8 X1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 27 7070 31 911E 32 917 33 1178 34 913A 35 1130 990 37 914A 38 39 997 40 1023 41 928 42 1145 43 1212 44 9838 45 9846 46 1213 47 929 48 1139 49 982 50 51 930 52 931 53 1118 54 957 55 1118 Awed* FAL ra FAC S a FJC Dal '.477 2.6307 s7f07 8910 DOOR PANEL, TOP & BOTTOM RAIL 710X34PFA #10 X.750. PH. FL SMS 67070K BULB WEATHERSTRIP .187 X.300 HIGH 6911 DOOR PANEL, SIDE RAIL 7FRMO HINGE EXTRUSION 71058FP W,B #10 X.825 PH. FL SMS 60378M TRUSS CLAMP 6TRODA 5/16 -18 THREADED ROD 7990NUTA 5/16-18 FLANGED HEX NUT 60379M WEATHERSTRIP CHANNEL 7834FPT #8 X.75 PH. FL TEK 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STOLES) 679240 WSTP., .187 X.250 HIGH, FINSEAL 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 7P30GG SILL DUST PLUG (INACTIVE PNL) 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 60203K WSTP.,Q -LON .190 X.200 HIGH 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 7634F #8 X.750 PH. FL SMS FD2PTAY 2 PT. LOCK ASSY. 8R180FS RUBBER SLEEVE 41721 STRIKE PL INSERT(INACTNE PANEL) 7FRSPX DEADBOLTSTRIKE PLATE 710X34PFA #10 X.750 PH FL SMS 70957X HANDLE STRIKE PLATE 710X34PFA #10 X.750 PH FL SMS IllessIOF Oak flooltac akdbs NOMIME MSSHEET.. A A000FLf0.10GDSOLT AND ?ACME PA! &PLY 70A9c41 J.J. 8'21/07 0707R7#VOLODT17I7NP MIAOW RSiaA# aaexd R#�I ITEM 61 62 63 65 67 70 71 72 73 92 93 94 95 96 97 102 103 DWG # 9200 9210 9188 1155 998 999 934A 4222A 988 988 1224 Pc;T 1>irib'/J' BMar1 PGT# 6920D 8921 60381 781 PQA 7998 7999 61641M 712653K 71267K 64222 6988 64988 61P247 11006A 141106A OFF -THE SHELF Noralinire F0101 DESCRIPTION SIDELITE HEADER SIDEUTE SILL SIDEUTE JAMB #8 X 1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) SILL GASKETS (STOCKING 070999) SIDEUTE JAMB ADAPTER #12 X1.000 SHEET METAL SCREW SETTING BLOCK, 3/32" X1/4" X 1" W/PSA SETTING BLOCK, 1/16' X1/2" X1' W/PSA BEAD, 7/18" BEAD, 3/8" BEAD, INTERIOR BULB, THICK (USED N EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUNALENT GLASS, 318" LAMI- 1/8" A, .90 PVB, 3/16" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/18" HS GLASS, 7/16" LAMI - 3/16' A, .90 PVB, 3116" HS GLASS, 7/16' LAMI - 3/16" HS, .90 PVB, 3/16° HS ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LACK .504 360 . 05 5 -- ►�f� -- � 3 OUTSWING THRESHOLD) CHANNEL COVER 6063 -T6 L 2.750 -+I .650 ----I 1- @ TUBE MULL 6083 -T5 1.000 1 PARTS UST 7- ALUM. FRENCH DOOR & SIDE UTES, IMPACT 1/2X I 6 • 10 11005 -1 Ame B Approecd u complying aids the Florida :.. Code 0µe NOA# Miami Dade Product PC71F:172r trot vAi dol k L Clark. P.E. PE 39712 Structural v 1.750 4.826 4.000 DOOR PANEL TOP & BOTTOM RAIL 6083 -T5 CD FRAME HEAD 8083 -76 3.000 11 OUTSWING THRESHOLD 8063 -76 L 1.7501 4.728 4.100 0 DOOR PANEL 31 SIDE RAIL 8083 -T5 O 1 FILLER HEAD ADAPTER 8083.78 1 -3.000 1.272 A 1.479 1 1.489 4.728 B0 SL HEADER 8083 -T6 x 1.7501 4.100 .062 ..t DOOR PANEL 44 INTERIOR ASTRAGAL 8083 -T5 I-a-1.500+1 x - .125 .750 683 .050 6063 TS 73 TRUSS CLAMP O 318' GLAZING BEAD 8063 -Ts �--- 3.100 - ►1 4.875 4.875 DOOR PANEL 45 EXTERIOR ASTRAGAL 8063 -T5 61 S 8083 -T8 4.586 5.212 r 1.4801 3. 000 .050 I1 r- -1.578 --►1 .880 .0 50 3.000 0 62 SL JAMB 8063 -T8 2.980 .050 20 DOOR FRAME. JAMB 6083-T6 SL JAMB 6S ADAPTER 8083 -T6 .050 HINGE 8083 -T5 1.820 ! I 1 .250 -1 h�- C) WEATHER 37 STRIP CHANNEL 8083.78 0.375 .125 Approved W complying with the Florida Code Dane NOAH - Mlad Dade Plead s1 - - NDpMNGETM S EP►. Am a OA AK wad sr FX FJL ore Ora WHIOT itafter Rams S A J.L � Ain9OON'TOMASS OCAB43EO OOa TOR9B34 SI, M. Ma 12 aft 6/21107 T/RD TECHNOLOGY ORM NOK MA9 w. 9(275 P..O.BQX NORpSQ R. P._ c;,T_ v * Beta EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT SOMOMM Peat .. Frnot 11/2x I �7 + 10 r"" 11005 -1 I B 1 ;4, L Clark, P.E. PE 131712 Structural i 0 1 }_ HEAD �y I ZONE *C" ./ X z 2 L_ SILL ZONE "C' SEE TABLE 3., SHT. 9 HEAD I --ZONE 1 — ZON "FE --- t- ZDNNE1 OXO ,ZO t �ZOE"F"� NE- SEE TABLE 7., SHT. 9 NOTES: I Z "I)" ZONE "D" I N m z N XX I__ SILL SILL ZONE "D" ZONE 13" SEE TABLE 4., SHT. 9 la 2 z N N 03 M HEAD ZONE r ZOE - 1 - 'Z 1 / < XXOOR OXX SILL ~ZONE'D "� t ZONE " - � ZO E SEE TABLE 7., SHT. 9 HEAD ZONE "E' _ O I___ SILL ZONE ''E" SEE TABLE 5.. SHT. 9 P w 0 N HEAD HEAD .4 ZONE 13' 'ZONE "E" I 7 < XOOR OX SILL SILL j I __ ZOE'D" � ZONE '8' I SEE TABLE 8.. SHT. 9 HEAD r t "F"�ZO I zO SILL SILL rZONE-4---ZONE "F" ZONE "F'� SEE TABLE 7., SHT. 9 act ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/411 UNIT. 71 3/4"W ')C(' DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4" ELCO TAPCONS 2.1/4' ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4' MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8' MAX. O.C. HEAD 8 SILL OF SIDE LITES: 8' MAX. FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION A. 19" x83 3/4" SIDE LITES B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4 ")O( DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Approve.; a/ comp +au with tiro Florida Doe rf,cr I g ` ao 7 NOM 67 - del z4• (/1 Maul Dads Product Cmtrd � G LC.b_ '- FX or< Odle tmlm SIAM f$ FJC Dolma* FJG bit ore Matelede Frokkax e nohow A NO CHANGE TIM MEET CHAIM WW1 laitMCNCWZONE FROM O'TO p: ADDANGTbR7YPE9 7OWILMA W78 TECHNOLOGY ECH O DRIVE Nd1OMk$ A. $4276 P.O. DV ISTD MOKOMA FL MN P� YtdGb• Betar ANCHORAGg, CONFIGURATIONS ALUM. FRENCH DOOR B SIDE CITES, IMPACT aor I NTS 8 +10 oresosto 11005 -1 I B G LCtie FOWL fTmlr, PE PE 018712 Structural / { JAMB ZONE "B' ----{ 3NOZ BWVf- f < oxxO \ C It 1- • r r•• r" r YM r i 0 1 }_ HEAD �y I ZONE *C" ./ X z 2 L_ SILL ZONE "C' SEE TABLE 3., SHT. 9 HEAD I --ZONE 1 — ZON "FE --- t- ZDNNE1 OXO ,ZO t �ZOE"F"� NE- SEE TABLE 7., SHT. 9 NOTES: I Z "I)" ZONE "D" I N m z N XX I__ SILL SILL ZONE "D" ZONE 13" SEE TABLE 4., SHT. 9 la 2 z N N 03 M HEAD ZONE r ZOE - 1 - 'Z 1 / < XXOOR OXX SILL ~ZONE'D "� t ZONE " - � ZO E SEE TABLE 7., SHT. 9 HEAD ZONE "E' _ O I___ SILL ZONE ''E" SEE TABLE 5.. SHT. 9 P w 0 N HEAD HEAD .4 ZONE 13' 'ZONE "E" I 7 < XOOR OX SILL SILL j I __ ZOE'D" � ZONE '8' I SEE TABLE 8.. SHT. 9 HEAD r t "F"�ZO I zO SILL SILL rZONE-4---ZONE "F" ZONE "F'� SEE TABLE 7., SHT. 9 act ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/411 UNIT. 71 3/4"W ')C(' DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4" ELCO TAPCONS 2.1/4' ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4' MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8' MAX. O.C. HEAD 8 SILL OF SIDE LITES: 8' MAX. FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FORA CONCRETE OXXO INSTALLATION A. 19" x83 3/4" SIDE LITES B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4 ")O( DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Approve.; a/ comp +au with tiro Florida Doe rf,cr I g ` ao 7 NOM 67 - del z4• (/1 Maul Dads Product Cmtrd � G LC.b_ '- FX or< Odle tmlm SIAM f$ FJC Dolma* FJG bit ore Matelede Frokkax e nohow A NO CHANGE TIM MEET CHAIM WW1 laitMCNCWZONE FROM O'TO p: ADDANGTbR7YPE9 7OWILMA W78 TECHNOLOGY ECH O DRIVE Nd1OMk$ A. $4276 P.O. DV ISTD MOKOMA FL MN P� YtdGb• Betar ANCHORAGg, CONFIGURATIONS ALUM. FRENCH DOOR B SIDE CITES, IMPACT aor I NTS 8 +10 oresosto 11005 -1 I B G LCtie FOWL fTmlr, PE PE 018712 Structural TABLE 3. K DOORS TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX TABLE 5.0 SIDE LITE . gs2 & OX TABLE 7. OXO, mo, OXX & OXXO APPROVED ANCHOR TYPES: 1.1/4 ELCO TAPCONS 2.1/4' ELCO SS4 CRETE•FLEX MASONRY ANCHORS 3.512 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. GLASS TYPES ANCHOR TYPE & SUBSTRATE A. 6, C. D GLASS TYPES ANCHOR TYP E A. B. C D, D GLASS TYPES ANCHOR T qE A. 6, C, D GLASS TYPES ANCHOR ME A. B. C. O GLASS TYPES A, 9, C, 0 2 WOOD 1 1 , 2 2.3. W000 1,2, C 23, WOOD) CONC 2.3. W000 1,2, COW & 2.3. WOOD 1.2. CONC DOORWID7H$ DOORWDTHS LOAD ZONES LOAD 2 LOAD BDNES DOOR WIDTHS LOADZONES 00 LOAD 20PE8 'X' - 25.50 TO 37.60 .0. TU8laV9H - X .v. eIwr- x 'XX' - 47.75 TO 71.75 I 711V1 AM OSIY asnl.a.1usrovxm- xx I 1 �c ra row. fro 8N ..4. TU8AV3H - XX 1 l i i .V. Neff - xX l "9 AIWA LM OSEV 98th. TUSAOV3H XX F 11311V11M38f111 .j. TUSlQV3H - XXI L76 I.75 .8. N.n y} d YF-' .3. T18DOV3H - O .8. 8wr -O .3. 1113/0V3H - 0 ' 0 0 ' 1 13.TIsIav 4- .a. nwvr -OI WNW •x i .v WNW - x A. TISAV3H•X .3. T18/0V3H - 0 '9f - 25.50 TO 37.50 90C - 47.75 TO 71.75 .8. I$ ` ice ig l0 V h 1 O (` X .8. ever - .i. Tx3113V314 - xx'X .d. T18I0V34 - xx'XI .3. TISlav3H • 0 WIDTH x HT. WIDTH x HL R SIDE Wp7 . SEE LITE wpm HT. 25,50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.7 4 1 4 1 1 0.75 x 79.7 83.7 87.7. 91.7 N N N N N 00013 _ USE JAMB ANCHOR FROM TABLE 3. AND SAME UNE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH _ NININININI NIN N N N NININ N N N NIN N N N/ NI DI to to P9 tO.7 77 Nl M Hl _. . USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR WIDTH 10.76 x 79.76 83.75 5 2 7 4 2 3 83.76 5 4 7• 2 3 83.7 4 1 4 1 83.75 8775 5 2 7 4 2 3 87.75 5 4 7 4 2 3 WI 4 1 4 1 87.75 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.78 4 1 4 1 91,76 IIIM IJ IJ L. W11 95.76 8 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 95.75 27.50 x 79.75 6 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 1275 x 7975 4 2 4 2 1 2.75 x 79.7 83.7 87.7- 91.7 95.7 . - 4 2 4 2 12.78 x 79.75 83.76 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 87.75 6 2 7 4 2 3 87.76 5 4 7 4 3 87.75 4 2 4 2 87.75 - 91.75 8 2 7 4 2 6 91.75 5 4 7 4 2 3 91.75 4 2 4 2 . 91.75 4 - . - 4 95.75 8 2 7 4 2 5 95.75 8 4 7 4 3 6 96.75 4 2 4 2 95.75 4 4 29.50 x 79.75 8 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.7 83.7 87.7 91.7 95.7 VI 03 C9 IC 19.00 x 79.75 4 .L 83.7 5 2 8 4 2 3 83.75 6 4 7 4 2 3 83.75 4 2 4 2 83.75 4 4 87.75 8 2 8 4 2 6 87.75 5 4 7 4 2 3 8775 4 2 4 2 87.75 4 4 91.75 8 2 8 4 2 6 91.75 8 4 7 4 3 6 91.75 4 2 4 2 91.75 4 4 95.75 6 2 8 4 2 5 95.75 8 4 8 4 3 5 9515 4 2 4 2 95.75 4 4 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 6 5 8 4 2 3 21.75 x 7975 4 2 4 2 21.75 x 79.7 83.7 87.7 91 95 - © © © ©© V V V b .0 21.76 x 79.75 4 4 83.75 8 2 8 4 2 5 83.75 5 5 8 4 2 3 8375 4 2 4 2 83.75 4 4 87.75 8 2 8 4 2 5 87.75 8 5 8 4 3 6 8775 4 2 4 2 87.75 4 4 91.75 6 2 8 4 2 5 91.76 6 6 8 4 3 5 9176 8 2 4 2 91.75` 95.76 5 4 Florida ss er "fib tat acr /Pi a, 95.75 7 2 10 4 2 5 95.75 8 5 8 4 3 5 95.75 6 2 4 2 4 33.50 x 79.75 8 3 8 4 3 3 83.75 x 79.75 5 5 8 4 2 3 27.75 x 7936 6 2 4 2 27.75 x 79 83.7 87.7 91 © © © ©© .0 CO CD CD 27.75 x 79.75 5 4 83.75 8 3 8 4 3 5 83.75 8 5 8 4 3 5 83.75 \ 5 2 4 2 83.755 87.75 6 H M TAE 4 u 87.75 6 3 8 4 3 5 87.75 8 5 8 3 8 87.75 b 2 4 2 4 91.76 7 3 10 4 3 5 91.75 8 5 8 4 3 5 91.75 8 2 4 2 91.756 4 85.75 7 3 10 4 3 6 95.16 7 6 10 i 76 6 2 4 95.786 4 NOM Maud Dade Product Control BT I S I �4 35.50 x 79.75 6 3 8 4 3 6 87.75 x79.76 8 5 8 75 8 3 4 18.17 83.. 87.7• 91.7• 95.7 .I V -1 W Of CIDOCICI 38.13 x 79.75 8 4 83.75 8 3 8 4 3 5 83.75 8 5 8 4_ 5 83.75 6 3 4 3 83.75 8 87.75 7 4 87.75 8 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 4 91.75 7 3 10 4 3 6 91.75 7 8 10 4 3 5 91.75 7 3 4 3 91.75 7 4 95.75 7 3 10 4 3 5 95.75 7 8 10 4 3 5 95.75 7 3 4 3 95.75 7 4 f 7 n � , . 37.50 x 79.75 6 3 8 4 3 5 71.75 x 79.75 8 5 8 4 3 3(' 3 5 5 38.75 x 79.75 8 3 4 3 36.75 x 79.7 • 83.7 87.7- 91.7 � 95.7 CD m n 1 - 38.75 x 79.75 6 4 83.75 6 3 8 4 3 5 83.75 8 5 9 4 83.75 6 3 4 3 83.75 8 4 87.75 7 3 10 4 3 5 87.75 8 8 9 4 87.75 7 3 4 3 87.75 7 4 / 4 91.76 7 3 10 4 3 8 91.76 7 8 10 4 3 6 91.75 7 3 4 3 91.75 7 95.75 7 3 10 4 3 5 95.76 7 8 10 4 3 5 95.75 7 3 4 3 _ 95.75 7 _ 4 1 J1 ' 1111111111 I ,eT0Trs2ee0LOOYawE rroxoLa�as�e P.O.OQX162e + ��T ��_'� _'- b O" t. ANCHOR QUANTI,YLOAD ZONE TABLES ) �: f f Cork. P.E. Str area r~ ALUM. FRENCH DOOR SIDELITES IMPACT A�mlveotts6iaT emrAerEa v. awrm TABLE axrA0z0NE 1•10.1PANDCOLLeN ADO•01 'TOArca= TYPES rs 111101 e ...e r NA tee 'ft."' I 9 + 10 J 110051 w 8 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 155* MIN. 13/r 1/4" WM SHIM 1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 1X WOOD BUCK NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3. NOTE 1 DOOR HEAD MOOD) ire MAX CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK. NOTE 2 WOOD ANCHOR TYPE 2 OR 3 NOTE 1 EXT 1/4 MAX. SHIM L___1 3/4" MIN E.D. 1 3/4•_1 MIN E.D. 1 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 • 1 3b4 MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) CONC. ANCHOR, NOTE 1 - 5ftqAMe?.:*rn. 1 3/8" T'APE 1 3/4" TYPE 2 NOTE 3 r I/4" MAX 3.4 KSI MIN. CONC. I 2X WOOD BUCK, NOTE 2 -1;4 DOOR SILL (WOOD) DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 DOOR HEAD (CONC) 1 1 1/4" TYPE 1 OR 2 (CMU) 3.113* TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) SHIM we max SHIPA 4 3/4* MIN. E.D. 1 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, 2X WOOD L NOTE 1 BUCK, NOTE 2 SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1X WOOD BUCK. NOTE 2 3.4 KSI MIN. 1X WOOD BUCK, NOTE 2 EX1 . SIDE LITE JAMB (CONC) CONC. 1318* MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1/4" MAX SHIM SIDE LITE HEAD (CONC) 1 1 /4' TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4 TYPE 2 (CONC) 1 3/4• • MIN. ED. CONC, ANCHOR, NOTE 1 1/4' MAX SHIM . ,.. A ... . 4. • .. . A ..• , ,..■ . 4 wr 7YPE 1 . 1*. *, A i.r i • :1 3/4' TYPE 2 •• 4- UA:t t 1..0— 1 W evi MIN. E.D. -- SIDE LITE SILL (CONC) 1 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR VW SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4*, FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8 MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 yr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.). (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL. THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC 15 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1/W MAX. SHIM CONC. ANCHOR, NOTE 1 1.51(S1 MIN. CMU OR 3.4 KSI MIN. CONC. • 1 3/4" MIN. E.D. Approved as comp!. :Ag *art du Florida Booting Code Dere .cc 2ob Nom -..egZ9. 1 0 Miami Dods Prodder Covered Arad* Amdit. FX FJC Amway PX nom* DOC Ardelooe *oleos PeAkee A NO &WAVE THOSNEET. 8fEA 7WEf42� PM ON CONC. gen= SPEC. MR 2 ON WM tETALS. APO ANCMIR TYPES 7D NOM 1. aft fli2V07 1070 TECHNOLOGY ERNE 804132324 R34275 P.O. 040 1523 Natoma R. 34274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES. IMPACT F0201 *Mt 1 0.6 NTSI 10 amiss. 11005-1 B / 7/ I ; Rabat L Oft, P.E. PE 039712 Structural Project Name: Miami Shores Residence (Guest House) Builder Name: Street: 126 NE 93 St Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138- Permit Number. Owner: Mr. Francisco Hemandez Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft 501 7. Windows Description Area a. U- Factor. Dbl, U =1.08 90.22 ft SHGC: SHGC =0.52 b. U- Factor. N/A ft2 SHGC: c. U- Factor. N/A ft SHGC: d. U- Factor. N/A ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 501.00 ft2 b. N/A R= ft c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R =4.1 772.50 ft b. N/A R= ft c. N/A R= ft d. N/A R= ft 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 501.00 ft b. N/A R= ft c. N/A R= ft 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft 12. Cooling systems a. Central Unit Cap: 18.7 kBtu/hr SEER: 14.5 13. Heating systems a. Electric Strip Heat Cap: 17.1 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 1 gallons EF: 0.97 b. Conservation features None 15. Credits CV, Pstat Glass /Floor Area: 0.180 Total As -Built Modified Loads: 20.35 PASS Total Baseline Loads: 23.95 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. rr PREPARED BY c� d, �E� Review of the plans and :• 1 111E 5 specifications covered by this '4 ff x v. Ci,, calculation indicates compliance � ii,, :� . 2"....0,‘ with the Florida Energy Code. arrr � • Before construction is completed >�� this building will be inspected for ~ compliance with Section 553.908 * * Florida Statutes. , 1 A, C WS ' , BUILDING OFFICIAL' t7 DATE' 17 1ltd `r I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. Ito OWNER/AGENT'1 5t Uoei( e dtrcc DATE' 1 2/! ?/0°1 DATE' • FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors is not greater then 15 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 12/16/2009 9:35 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Miami Shores Residence (Gu Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 501 Lot # Owner. Mr. Francisco Hemandez Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 126 NE 93 St Permit Office: Miami Shores Cross Ventilation: Yes County: Dade Jurisdiction: 232600 Whole House Fan: No City, State, Zip: Miami Shores , Family Type: Single - family FL , 33138 - New/Existing: Existing (Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 75 70 149.5 56 Low FLOORS V # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 90 ft 0 501 ft 0.2 0 0.8 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 543 ft 104 ft Dark 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 501 ft N Y CEILING V # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 501 ft 0.11 Wood WALLS / Cavity R -Value Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 200.99 ft 0 0 0.65 2 S Exterior Concrete Block - Int Insul 4.1 200.99 ft 0 0 0.65 3 E Exterior Concrete Block - Int Insul 4.1 185.26 ft 0 0 0.65 4 W Exterior Concrete Block - Int Insul 4.1 185.26 ft 0 0 0.65 12/16/2009 9:35 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 12/16/2009 9:35 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 WINDOWS Orientation shown is the entered, asBuilt orientation. / V # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N TIM Low -E Double 2 N TIM Low -E Double 3 E TIM Low -E Double 4 E TIM Low -E Double Yes 1.08 0.52 Y 35 ft 2 ft 10 in 7 ft 9 in HERS 2006 Yes 1.08 0.52 Y 10.11111 2 ft 10 in 3 ft 5 in HERS 2006 Yes 1.08 0.52 Y 35 ft' 0 ft 4 in 8 ft 5 in HERS 2006 Yes 1.08 0.52 Y 10.11111 0 ft 4 in 5 ft 2 in HERS 2006 None None None None INFILTRATION & VENTING / V Method SLA — Forced Ventilation — Run Time CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 473 6.67 26.0 48.8 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 14.5 18.7 kBtu/hr cfm 0.72 sys#1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 17.06 kBtu/hr sys#1 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.97 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft DUCTS / V - Supply — # Location R -Value Area — Retum — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft Attic 15 ft Prop. Leak Free Attic 15.03 cfm 2.68 % 0.03 0.60 12/16/2009 9:35 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 12/16/2009 9:35 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 TEMPERATURES Programable Cooling Venting Thermostat: Jan Jan Y [ ]X Feb [[XX]] Feb p ]C Mar [[XX]] Mar iii Apr Apr Ceiling Fans: (X May C Jun Jul [X Aug (X Sep C Oct 3C Nov PC 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 12/16/2009 9:35 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. t, Exterior & Adjacent Walls NI 106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. '/ Floors NI 106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings NI 106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures NI 106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. ✓ Multi -story Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. `v /Pf. Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. ✓ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI 112.AB.3 Comply with efficiency requirements in Table NI 12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. ✓ Swimming Pools & Spas NI 112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. il AI Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems NI 110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. ✓ Insulation NI 104.AB.1 NI 102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. v FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: 126 NE 93 St Miami Shores, FL, 33138- PERMIT #: 1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) 12/16/2009 9:35 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 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 (ft 7. Windows** a. U- Factor: SHGC: b. U- Factor: SHGC: c. U- Factor. SHGC: d. U- Factor: SHGC: e. U- Factor: SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerformance Index, the more efficient the home. Description Dbl, U =1.08 SHGC =0.52 N/A N/A N/A N/A 126 NE 93 St, Miami Shores, FL, 33138- Existing (Projecte Single - family 1 1 No 501 Area 90.22 ft ft ft ft Insulation Area R =0.0 501.00 ft R= ft R= ft I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft 12. Cooling systems ft a. Central Unit Cap: 18.7 kBtu/hr SEER: 14.5 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits Address of New Home: City /FL Zip: Insulation Area R=4.1 772.50 ft R= R= R= Insulation Area R =30.0 501.00 ft R= R= Cap: 17.1 kBtu/hr COP: 1 *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 ft ft ft ft ft Cap: 1 gallons EF: 0.97 CV, Pstat Location for weather data: Miami - User customized: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 95 F 75 F 20 F Total heating load calculation 8226 Btuh Total cooling load calculation 16567 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 207.4 17060 Submitted cooling capacity Sensible (SHR = 0.72) Latent Total % of calc Btuh 105.0 13464 140.1 5236 112.9 18700 Load component Load Window total 90 sqft 5225 Btuh Wall total 675 sqft 2432 Btuh Door total 0 sqft 0 Btuh Ceiling total 501 sqft 1260 Btuh Floor total 0 Btuh Infiltration 25 cfm 546 Btuh Internal gain 1660 Btuh Duct gain 1705 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 12828 Btuh Latent gain(ducts) 459 Btuh Latent gain(infiltration) 979 Btuh Latent gain(ventilation) 0 Btuh Latent gal n(intemal/occupants /other) 2300 Btuh Total latent gain 3738 Btuh TOTAL HEAT GAIN 16567 Btuh Load component Load Window total 90 sqft 2292 Btuh Wall total 675 sqft 2002 Btuh Door total 0 sqft 0 Btuh Ceiling total 501 sqft 319 Btuh Floor total 90 sqft 2124 Btuh Infiltration 28 cfm 624 Btuh Duct Toss 865 Btuh Subtotal 8226 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 8226 Btuh Mr. Francisco Hemandez 126 NE 93 St Miami Shores, FL 33138- Residential System Sizing Calculation Summary Project Title: Miami Shores Residence (Guest House) Winter Heating Load for 501 s WINTER CALCULATIONS SUMMER CALCULATIONS Summer Cooling Load for 501 salt) Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Code Only Professional Version Climate: South Wa!s(15%) EnergyGauge® System Sizing PREPARED BY: wrS �.t d I C4? DATE: Date Company Name : Address City State File Location: Developed by MECA Enterprises, Inc. Copyright 2009 www.mecaenterprises.com Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang 2 Bldg Length Along Ridge = Main Wind Force Resisting System(MWFRS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6 -6 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems(Method 2) MFRS-Wall Pressures Perpendicular to Ridge Wall Leeward Walls Side Walls Top Elev Bot Elev ft ft MECAWind Version 2.0.2.8 per ASCE 12/16/2009 Rodriguez Professional Design 126 NE 93 ST Miami Shores Florida, 33138 C: \Program Files \MECAWind \miami Roof Location at Eave= Windward - Min Cp Windward - Max Cp Leeward Perp to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang (Windward only) Cp + GCpi(psf) - GCpi(psf) -0.50 -0.70 Wall Cp User Input 146.00 mph II N/A 1.00 9.50 0.11 0.15 0.20 0.20 5 : 12 10.25 ft 12.00 ft 1.00 ft 23.40 ft Kz Kzt qz - Windward pef +GCpi 12.00 2.00 0.85 1.00 46.32 23.16 39.84 10.00 .00 0.85 1.00 46.32 23.16 39.84 -0.34 0.12 - 0.60 - 0.34 - 0.60 0.80 MWFRS -Wall Pressures Parallel to - 28.03 -11.35 - 35.90 -19.22 Cp + GCpi(psf) Ridge +GCpi(psf) Project No. • Designed By • Description . Customer Name : Mr. Francisco Hernandez Proj Location : shores guess.wnd Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Width Across Ridge= Wall- Total Shear Moment -GCpi + / -GCpi Kip K -ft -21.73 -3.61 - 31.96 - 13.39 -23.62 31.50 51.19 51.19 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) acting at 'Bot Elev' - GCpi(psf) -5.05 13.06 -15.29 -13.39 -23.62 31.50 - GCpi(psf) 7 -05 2.4 2.4 14.4 86.2 R DEC 1 7 2009 J BY:. - = Building = C No = 1.00 = 900.00 ft = 1.00 • 0.65 = 500.00 ft • 15.00 ft = 22.62 Deg = Hipped • 8.50 ft = 2973.00 ft^ 21.50 ft 0 Door #1 Door #2 Leeward Walls -0.48 Side Walls -0.70 Top Elev Sot Elev Kz Kzt ft ft Parapet: 0.0 ft to 5.1 ft 5.1 ft to 10.3 ft 10.3 ft to 20.5 ft 20.5 ft to 23.4 ft Qp: Pressure at Top of Type of Parapet Parapet - Windward Parapets Parapet Case A Case A: Total Force Case A: Total Force qz psf 12.00 2.00 0.85 1.00 46.32 23.16 39.84 50.49 10.00 .00 0.85 1.00 46.32 23.16 39.84 50.49 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward +Windard) Roof - Dist from Windward Edge Cp + GCpi(psf) - GCpi(psf) Parapet = Solid = 69.48 - 27.33 -10.65 - 35.90 -19.22 - Windward Wall- Total Shear Moment +GCpi -GCpi + / -GCpi Kip K -ft -0.90 -43.77 -27.10 -0.90 -43.77 -27.10 - 0.50 -28.03 -11.35 - 0.30 -20.15 -3.47 2.2 2.2 13.0 78.2 acting at 'Sot Elev' = 46.32 psf Top Elev. of Parapet = 3.00 ft psf Parapet- Leeward Press = -46.32 psf Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 3 ft Description Width Span Area Zone Max Min Max P ft ft ft GCp GCp psf 5.00 7.00 35.00 4 0.904 -1.004 50.210 5.00 7.00 35.00 5 0.904 -1.208 50.210 Qp: Pressure at top of Parapet = 46.32 psf Components & Cladding (Para 6.5.12.4.4) Min P psf - 54.842 - 64.288 on Parapet - Edge (Wall Zone 4 + Roof Zone 2) = 125.07 psf on Parapet - Corner (Wall Zone 5 + Roof Zone 3) = 125.07 psf Parapet Case B Case B: Total Force on Parapet - Edge Zone 4 (Back + Front) = 97.28 psf Case B: Total Force on Parapet - Corner Zone 5 (Back + Front) = 111.17 psf Project Name: Miami Shores Residence (Guest House) Builder Name: Street: 126 NE 93 St Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner. Mr. Francisco Hernandez Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Existing (Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single - family a. Concrete Block - Int Insul, Exterior R=4.1 772.50 ft b. N/A R= ft 3. Number of units, if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 1 d. N/A R= ft 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft 501 a. Under Attic (Vented) R =30.0 501.00 ft b. N/A R= ft 7. Windows Description Area a. U- Factor. Dbl, U =1.08 90.22 ft c. N/A R= ft SHGC: SHGC =0.52 11. Ducts b. U- Factor: N/A ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft SHGC: 12. Cooling systems c. U- Factor. N/A ft a. Central Unit Cap: 18.7 kBtu/hr SHGC: d. U- Factor. N/A ft2 SEER: 14.5 13. Heating systems SHGC: e. U- Factor. N/A ft2 a. Electric Strip Heat Cap: 17.1 kBtu/hr COP: 1 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric • Cap;1 gallons a. Slab -On -Grade Edge Insulation R =0.0 501.00 ft2 • •EF: 0.W b. N/A R= ft 2 b. Conservation features •m, 41 : i• , r • ' ' c. N/A R= ft2 f None • • • ,• ••• • • ' • fi f, •••• 15. Credits • •. . • • CV, • t • III Total As -Built Modified Loads: 20.35 Glass /Floor Area: 0.180 Total Baseline Loads: 23.95 • � ' •' • •• • r , • • y "" ,, l • I hereby certify that the plans and specifications covered by Review of the plans and • i ,.;o this calculation are in compliance with the Florida Energy specifications covered by this : • • • s 2 + e _ • =.• Code. ' ,)_ // PREPARED BY `I0 I �[ ia +; calculation indicates compliance • • • with the Florida Energy Code. Before construction is completed DATE [% v/e 5 this building will be inspected for t ; s compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 4r { with the Florida Energy Code. // / ... °D OWNER/AGENT C NO/ /29 €1 BUILDING OFFICIAL: 1� DATE loft so DATE 4,- /6•nT FORM 1100A -08 l FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CO a l 'u iterri '� Florida Department of Community Affairs Residential Performance yiRth,osiA. tae - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoo is of greater then 15 cfm at 25 pascals pressure difference in accordance with N1110.A.2. 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 PROJECT Title: Miami Shores Residence (Gu Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Bathrooms: 0 Lot # Owner. Mr. Francisco Hernandez Conditioned Area: 501 SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 126 NE 93 St Permit Office: Miami Shores Rotate Angle: 0 County: Dade Jurisdiction: 232600 Cross Ventilation: Yes City, State, Zip: Miami Shores , Family Type: Single - family Whole House Fan: No FL , 33138 - New/Existing: Existing (Projected) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V # Floor Type Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 90 ft 0 501 ft 0.2 0 0.8 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 543 ft 104 ft Dark 0.96 No 0 22.6 deg • ATTIC • • . •• • •• • • / • • • • • • V # Type Ventilation Vent Ratio (1 in) Area RBS • • • IFFG�C • • • • • • 1 Full attic Vented 300 501 ft N •••4K • • • • • • • CEILING •••• • • • • V # Ceiling Type R -Value Area Framing f Truss Type • 1 Under Attic (Vented) 30 501 ft 0,11 • • • • • ° Wood • _• •••• • • WALLS • • • • • • • • • Cavity R -Value Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 200.99 ft 0 0 0.65 2 S Exterior Concrete Block - Int Insul 4.1 200.99 ft 0 0 0.65 3 E Exterior Concrete Block - Int Insul 4.1 185.26 ft 0 0 0.65 4 W Exterior Concrete Block - Int Insul 4.1 185.26 ft 0 0 0.65 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V # Omt Door Type Storms U -Value Area 1 N Wood None 0.2 0.1 ft WINDOWS Window orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project' section above. / V Overhang # Omt Frame Panes NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N TIM Low -E Double 2 N TIM Low -E Double 3 E TIM Low -E Double 4 E TIM Low -E Double Yes Yes Yes Yes 1.08 0.52 Y 35 ft 2 ft 10 in 7 ft 9 in 1.08 0.52 Y 10.11 ft 2 ft 10 in 3 ft 5 in 1.08 0.52 Y 35 ft 0 ft 4 in 8 ft 5 in 1.08 0.52 Y 10.11 ft 0 ft 4 in 5 ft 2 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None INFILTRATION & VENTING / V Method SLA CFM 50 — Forced Ventilation — ACH 50 ELA EqLA Supply CFM Exhaust CFM Run Time Fraction Fan Watts Default 0.00036 473 6.67 26.0 48.8 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 Central Unit None SEER: 14.5 18.7 kBtu /hr cfm 0.72 False HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ductless 1 Electric Strip Heat None COP: 1 17.06 kBtu/hr False HOT WATER SYSTEM • • • • • • V # System Type EF Cap Use SetPnt (.onsewation • 1 Electric 0.97 1 gal 40 gal 120 deg Nbne • • SOLAR HOT WATER SYSTEM • ••• • •••• V FSEC Cert # Company Name C8lfbctbt System Model # Collector Model # WC •: • • Stortge • Volum@ -.•• • FEF '. None None • ft2 • •••• • • DUCTS • • • •••• V — Supply — # Location R -Value Area — Retum — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 75 ft Attic 15 ft Prop. Leak Free Attic 15.03 cfm 2.68 % 0.03 0.60 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 • • • • • • • •. • •• • • • • • .• • • • • .• • • • • • • • • •• •• • • • •••• • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • Page 4 of 5 TEMPERATURES Programable Vent ng Thermostat: tX Jan Y X( Feb X Mar X Ceiling Fans: Apr o May Ri Jun pu l u � X Aug � X� Sep 8gtt [X 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 10/14/2009 12:30 PM EnergyGauge® USA - FlaRes2008 • • • • • • • •. • •• • • • • • .• • • • • .• • • • • • • • • •• •• • • • •••• • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • Page 4 of 5 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. ✓ Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. / ✓ Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. I Ceilings NI106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Air Distribution Systems Recessed Lighting Fixtures N1106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" frvrt •; • insulation; or Type IC with < 2.0 cfm from conditione' Space, • tested. • • • • • • • a • • • Multi -story Houses NI106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. • :'• Nlyt a• ✓,, Additional Infiltration reqts NI 106.AB.1.3 Exhaust fans vented to outdoors, dampers; combtAtigp space. • heaters comply with NFPA, have combustion air••••• • COMPONENTS SECTION REQUIREMENTS • • • • CHECK. Water Heaters NI112.AB.3 . . •••• Comply with efficiency requirements in Table N112.AI3C.3. Sv1ItCq or clearly marked circuit breaker (electric) or cutdf$ gas; mustbe .. provided. External or built -in heat trap required. '.:..' • •• • Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). heaters must have a minimum thermal efficiency pools must have a pump timer. Gas spa & pool fficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. /v+ (A / Shower heads N 1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI 110.AB. Ducts in unconditioned attics: R -6 min. insulation. V HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. I/ Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. ti FORM 1100A -08 ADDRESS: 126 NE 93 St Miami Shores, FL, 33138- PERMIT #: 1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ••'••• 10/14/2009 12:30 PM Code Compliance Cheklist Residential Whole Building Performance Method A - Details EnergyGauge® USA - FlaRes2008 ..• • • • • •• • Page 5 of 5 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 (ft 7. Windows*' a. U- Factor. SHGC: b. U- Factor. SHGC: c. U- Factor. SHGC: d. U- Factor. SHGC: e. U- Factor: SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 85 The lower the EnergyPerlormance Index, the more efficient the home. Description Dbl, U =1.08 SHGC =0.52 N/A N/A N/A N/A 126 NE 93 St, Miami Shores, FL, 33138- Existing (Projecte Single- family 1 1 No 501 Area 90.22 ft ft ft ft ft Insulation Area R =0.0 501.00 ft R= ft R= ft Builder Signature: Date: 9. Wall Types a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 75 ft 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric 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 features. Address of New Home: City/FL Zip: EnergyGauge® USA - FlaRes2008 b. Conservation features None • • • • • •••• • • •••• • • •• •• • 1 • • • • • Insulation Area R=4.1 772.50 ft R= ft R= ft R= ft Insulation Area R =30.0 501.00 ft R= ft R= ft Cap: 18.7 kBtu/hr SEER: 14.5 Cap: 17.1 kBtu/hr COP: 1 • Car:•1 gallons • • • • EF: 0.9i •• • • • • • •• ` CV, Pst3`t • • • • •••• • • • • • • • • • • *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. **Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. Location for weather data: Miami - User customized: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(58gr.) Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 95 F 75 F 20 F Total heating load calculation 8226 Btuh Total cooling load calculation 16567 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 207.4 17060 Submitted cooling capacity Sensible (SHR = 0.72) Latent Total % of calc Btuh 105.0 13464 140.1 5236 112.9 18700 Load component Load Load Window total 90 sqft 5225 Btuh Wall total 675 sqft 2432 Btuh Door total 0 sqft 0 Btuh Ceiling total 501 sq ft 1260 Btuh Floor total 501 0 Btuh Infiltration 25 cfm 546 Btuh Internal gain Btuh 1660 Btuh Duct gain 624 1705 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 12828 Btuh Latent gain(ducts) Ventilation 459 Btuh Latent gain(infiltration) Btuh 979 Btuh Latent gain(ventilation) 8226 0 Btuh Latent gain(intemal/occupants /other) 2300 Btuh Total latent gain 3738 Btuh TOTAL HEAT GAIN 16567 Btuh Load component Load Window total 90 sqft 2292 Btuh Wall total 675 sqft 2002 Btuh Door total 0 sqft 0 Btuh Ceiling total 501 sqft 319 Btuh Floor total 90 sqft 2124 Btuh Infiltration 28 cfm 624 Btuh Duct loss 865 Btuh Subtotal 8226 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 8226 Btuh Mr. Francisco Hemandez 126 NE 93 St Miami Shores, FL 33138- Residential System Sizing Calculation Summary Project Title: Miami Shores Residence (Guest House) Winter Heating Load for 501 s oft WINTER CALCULATIONS SUMMER CALCULATIONS Summer Cooling Load for 501 soft ) N31111'' 1 Version 8 For Florida residences only EnergyGauge® FLRCPB v4.5.2 Code Only Professional Version Climate: South 10/14/2009 • • • • • •• • •• • • • • • • • •• • • • • t4hastt4 %) •••• • • • • • •••• • • • • •••• • • • •• •• •• •• • • • • • • • • • •••• • • •••• • • • •• • • • • • •••• MIAMI.taADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD - 101' Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 - titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07 -0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 - titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL - 5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05 - 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03 - 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTI ER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1Stoo 1. LL4Ka4 Ishaq I. Chanda, P.E. Product Control Rxaminer NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402') CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXAO EPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16' LAMI NOM. (.485") CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS . D. 7/16' LAMI NOM. (.485') CONSISTING OF (1) UTE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X_, O XX XO.0 OXX, OXO AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), 15 REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. __ o 1 1/2" GLASS BITE 94 EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR EXTERIOR SAFLEX/KEEPSAFE MAXIMUM ® INT. - 3/16' HEAT STRENGTHEN° GLASS A02 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR E - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 1/2" GLASS BITE INT. - 3/16' HEAT STRENGTHEND GLASS f — ► .465 --- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 FlevolOr FJC mad ac FJC Dmolibe FJC Ore Lldrg NNW . 2117107 /edemas Waaaar RY,mbs A J CLARIFY E .. OF CRAM [MENLO. INICKNESS AND0IA830DE ADD <NASS&IEOSL 7DMA28RSDOETAB$ ADO MASS OM 77ac. REVISE 7107E1, MASS SIMO 8'7.11AOONO?E& Daft 1010789NOLOOYOWYE NOKOaIS, FL 34V5 PA. SOX IRS NOKOMIS, FL MN B VulbJjy Better NOTES AND GLAZING DETAILS nae ALUM. FRENCH DOOR & SIDE LITES, IMPACT adsam" FD107 are BMA 1X 1 0 10 arrow 11005 -1 Rim B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES _ 1 CONFIGURATIONS..... -....1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS ... 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with dr Code Florida Date C:t� 164 ZOGO NOAH 07- O L 2.4 `, Miami Dade Product Control ey 1s{01 {.L Item •a 1 k L Clerk. P.E PE 839712 Structural • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, )0C, 0, OX, X0, OXO, )0(0, OX( & 0)0(0 (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 6 - 79 3/4" 7 - 83 3/4" 87 3/ 91 3/4" 8 ° -953/4" 3° 3712"1 6° 71 3/4" X WIDTH 2° 25 1/2" 2712" 29 1/2" 2 31 12" 2 3312" 35 1/2" 3° 37 1/2" SINGLE SIDE LITE FJC ReANBA FJC Nom* FJC are �6OT DOA INAc O WIDTH 27 3/4" 36 1/8" 36 3/4" O WIDTH I 36 3/4" XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 3/4" 5 63 3/4" 67 3/4" 6 ° 71 3/4" 0 WIDTH 10 3/4" 123/4" 19" 21 3/4" 27 3/4" 361/8" 36 3/4" aflame Rodolow A Maw ex +75.0 SINGLE SIDE UTES WITH GLASS TYPE A +75.0 +75.0 +75.0 +75.0 +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 -75.0 -75.0 -75.0 -75.0 6 79 3/4" -75.0 +75.0 -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 +75.0 -75.0 +75.0 +75.0 +74.9 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, 0)0(& 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT 7 - 83 3/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +61.0 +49.9 +352 +34.0 -75.0 -75.0 -74.9 -75.01 +75.0 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 -34.0 +75.0 -75.0 +75.0 +71.4 +70.4 87 3/4" +52.4 +49.0 +48.1 +43.6 +41.5 +38.1 +34.0 +75.0 +75.0 +65.0 +57.8 +47.2 +35.2 +34.0 -75.0 -71.4 -70.4 -75.01 +75.0 -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 REVS TABLE OBS ON PRESSURES AND CLAMED NDN-RENF. VERSION CONIANGL SS TYPES 6 MAX SUES 6R0N TESSADONOTES566. REVISE NOTE ye 6S ADO NOTATIONS TO TAME SNm2 REDUCE MAX SIZE OESIONPRF AND AD =NL LIPS FOR TABLES H2H07 +75.0 -75.0 +75.0 +67.6 +66.6 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 +75.0 +75.0 +61.9 +55.0 +44.7 +35.2 +34.0 -75.0 -87.6 -66.6 -75.0 +75.0 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -352 -34.0 +75.0 -75.0 +75.0 +64.2 +63.1 +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 1W07EiiN000YORNE NOMA& FL 342M MO. BOX 1679 NOKO IS, Ft 34274 -75.0 -642 -63.1 -75.0 8 - 95 3/4" -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 GLASS TYPES A, B, C OR D -75.0 -75.0 -59.0 -52.4 -42.6 -34.4 -34.0 +34.0 NOTES: AL GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16' HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16' LAMI (3/18° A, .090 PVB, 3/113" HS) D. 7/16' LAMI (3/18" HS, .090 PVB, 3/16" HS) ®2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH = 1091/2" MAX. XXO /OXX WIDTH = 107 3/4" MAX. 0)0(0 WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. ® S. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90' HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE =+67.6 / 437.6 PSF FIG" Vtr1J�ls Be# EX. B FROM TABLE 1. 0)00 WITH GLASS TYPE A 68° WIDE x 85" HIGH DOUBLE DOOR WITH 3812" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. 0)0(0 WITH GLASS TYPE C 63 3/4' WIDE x 80° HIGH DOUBLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +43.1 / -431 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH ® REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES Rae ALUM. FRENCH DOOR & SIDE LITES, IMPACT NAIINAN FOfO1 1X a"anr. ne 2 r 10 I 11005 1 B Approval as vddt tle+ Date NOAD Wand Dade p iaductGO'""t S qL 143 3/4' MAX. 38 3/4' MAC SEE NOTE 3 M A N X MAX. �� MAX. i ' (a �E 0 0 , lE \t XACT \ • -I CS \\ , /E /X INACT. 1 E O I \ \ E / E x I E 1 o 1 731/2' MAX I MAX. SEE NOTE 4OX OR XO 37 1/2 A MA 84 3/8' MAX. DLO TYP. 95 3/4" MAX. HT. TYP. SEE NOTE 4 71 3/4" MAX. 24 9/18' MAX. DLO (TYP) A-1 X A XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. OXO ` SEE NOTE 4 SEE NOTE 4 G G 3. SIDE LITES OVERLAP 7C AND'XX DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' )0(O','0XX AND'0XXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 7C AND 7OC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) (7OC DOOR = DOOR WIDTH/2.4.079) OXXO DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 7C = DOOR WIDTH - 1215//18' DLO WIDTH ')O( = DOOR WIDTH/2 -11 5/16• SIDE LUTE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8' SEE NOTE 4 A ppt" e:!u1SiAyT with the e7ors�% u,3,7.'1{100 Clete t,Atc 0cT_15k Nflh )sde Proti )2y SGS 4" C timASF FX RAW* FX aid* FX bete bAc Basww Oals ~OF DNA nadirs IteMokas As/Arm A CORRECTVEROCAL OW AND FORMLIAS ADD DLO FpAf3A8FOR 000RA1DWEWEMD DOOR ROM IDENTIFY DEAD &KTAHDt r9F ACE. NOT !NAM. Oalc 1070 TECHNOLOGY DRIVE AbOKOM /i MTh PAZ etyma) NOKOMIS R.3 74 edr VttibFj Berur ELEVATIONS TRW ALUM. FRENCH DOOR & SIDE LITES, IMPACT tb.wee ROM NTS 13 a 10 I �° 11005 -1 I B 38 3/4' 1091/2' MAX. SEE NOTE 3.1...._38 NW MAX. �� MAX. i ' 0 , E� a 1 I* M iI \ \ E / E x I E 1 o 1 731/2' MAX I MAX. SEE NOTE 4OX OR XO 37 1/2 A MA 84 3/8' MAX. DLO TYP. 95 3/4" MAX. HT. TYP. SEE NOTE 4 71 3/4" MAX. 24 9/18' MAX. DLO (TYP) A-1 X A XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. OXO ` SEE NOTE 4 SEE NOTE 4 G G 3. SIDE LITES OVERLAP 7C AND'XX DOORS BY 3/4' WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' )0(O','0XX AND'0XXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 7C AND 7OC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) (7OC DOOR = DOOR WIDTH/2.4.079) OXXO DOOR DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH 7C = DOOR WIDTH - 1215//18' DLO WIDTH ')O( = DOOR WIDTH/2 -11 5/16• SIDE LUTE DLO HEIGHT = HEIGHT -11 3/8' DLO WIDTH = WIDTH -31/8' SEE NOTE 4 A ppt" e:!u1SiAyT with the e7ors�% u,3,7.'1{100 Clete t,Atc 0cT_15k Nflh )sde Proti )2y SGS 4" C timASF FX RAW* FX aid* FX bete bAc Basww Oals ~OF DNA nadirs IteMokas As/Arm A CORRECTVEROCAL OW AND FORMLIAS ADD DLO FpAf3A8FOR 000RA1DWEWEMD DOOR ROM IDENTIFY DEAD &KTAHDt r9F ACE. NOT !NAM. Oalc 1070 TECHNOLOGY DRIVE AbOKOM /i MTh PAZ etyma) NOKOMIS R.3 74 edr VttibFj Berur ELEVATIONS TRW ALUM. FRENCH DOOR & SIDE LITES, IMPACT tb.wee ROM NTS 13 a 10 I �° 11005 -1 I B EXTERIOR MAX DLO EL MAX _ DOOR HEIGHT = L 1.489 L INTERIOR EXTERIOR MAX DLO JL DOOR SECT. A A SL SECT. B-B VERTICAL VERTICAL MAX. SIDE UTE HEIGHT INTERIOR SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Florida Beiding Code NOM o) —n 7cj.1/? Maud Dade Product Control BA t l LI -1 Revalte FJC timid 113. FJC FJC tifx taim 2w Arankat A.rs6ae 0 AMA= A NO CHANGE THIS SHEET. SNOW DOME HOLLOW HEAD 8ELIIONATf VERAMENELY T WO TECHNOLOGY DRIVE N012a MTh P.Q Bgx1618 NOKOAM FL S 274 PGT V[siblj Bermr EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE CITES, IMPACT Salome FD101 ease sit. lax I 4 d 10 110051 I B Robert LJpmit, P.E g7 12 Shuotmal /74 / SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY 'X' SECT. D-D HORIZ. INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved ea camNTbebwh6 tb8 Florida Date at- 1g 0D NOAH Maud Dade Product Wool / Hy ltirv7 1. 1 Roeder Read$ Fit FA D F. DON MSA7 &FIAT Dew 1/17/07 Rolskoc Rattlai 8 Rata>c A (grouch* MC AMiEMISSKEE7. ADO 9DQRVD SEE LDE'70 SECTION EE6WOW SIDE LRE•70 SECT. FF Dix B171N7 10707ECKNOLOGYDRIVE NOKOWS, A. 5496 P.O. BOX MN NOKOA08, FL S4274 PG" VLdbb Bettor VERTICAL SEC77ONS TIM ALUM. FRENCH DOOR & SIDE UTES, IMPACT F0f01 &Mt plat 1/2t I 5 d10 l orrrm 11005-1 B _ll Robert L PE 038712 Structural lisEge DWG # PGT# DESCRIPTION 9200 6920D SIDELITE HEADER 9210 6921 SIDELITE SILL 9168 803181 SIDELITE JAMB 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING 870999) 68 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X1.000 SHEET METAL SCREW 70 712653K SETTIING BLOCK, 3/32" X 1/4' X 1" W/PSA 71 71267K SETTING BLOCK, 1/16° X 1/2" X1' W/PSA 72 4222A 64222 BEAD, 7/16° 73 988 6988 BEAD, 3/8" 92 986 84988 BEAD, INTERIOR 93 1224 8TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 318" LAMI - 1/8" A, .90 PVB, 3/16° HS 96 GLASS, 3/8" LAMI - 1/8° HS, .90 PVB, 3/16° HS 97 GLASS, 7/16° LAMI - 3/16° A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/18" HS, .90 PVB, 3/16" HS 102 11008A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK ITEM 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 26 27 30 31 32 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Rendek Render FX Rends,: Fx eam* DWG # 943B 1010 7070 955 956 995 998 952A 11000 1670 11004A 11001A 11002A 11003A 915D 1010 8808 1140 1048 930 1118 7070 9100 911 E 917 1178 913A 1130 990 914A 997 1023 928 1145 1212 9838 984B 1213 929 1139 982 930 931 1118 957 1118 ODD 21 8/07 LIAC 81470 Detre MIN PGT# 60411 60300 87070K 7955X 7938X 7956A 7832X12FP)F' 70995 70998 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 60300 66808M 78X112PSATS 71048 41721N 710X34PFA 67070K 8910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P3000 6983 6984 60200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X34PFA R Rm.'s A CAsabalID DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8- 32X.500 PI-L FL MS - S.S. W /SIUCONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOWED) FRAME JAMB (OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.850, 6061-T5 #8 X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL TOP & BOTTOM RAIL ODOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL. SMS TRUSS CLAMP 5/1648 THREADED ROD 5/16 -18 FLANGED HEXNUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLTASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #8 X.750 PH. FL SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL INSERT (INACTIVE PANEL) DEADBOLTSTRIKE PLATE #10 X.750 PH FL. SMS HANDLE STRIKE PLATE #10 X.750 PH FL SMS Noau4OEnis&EEC ADD DH 710l1DFAD BOLT AND 'INACTIVE PANEL ONLY' 701773141. Deer 1070 TIMMOLDDYD78I E NDKCM6IJ, R 31078 F A Q BQ1170 /NE X R91774 Pc;T 1�' Aermr ro 360 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 —2 750 - 1.100 650 �I I+ 0 TUBE MULL 8083 -T5 PARTS UST ALUM. FRENCH DOOR & SIDE UTES, IMPACT sossamse FD101 a urae 8/ ,e 1/ 8 10 OrraIDDa 11005-1 I B Approved as emptying with the Florida Code Dee NOOA9 0 irG Miami Dade Product teal L Clerk. P.E. PE 038712 SNw1mal 4.626 1.400 4.000 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL 6063 -T5 6083 -T5 1-.1251 J 3.855 r.925 .050 FILLER HEAD ADAPTER 6063 -T6 O FRAME HEAD 6063 -T6 3.000 11 OUTSWING THRESHOLD 6083 -T8 r i.750 1 4.726 4.100 1 .550 T 1.479 1.489 6.085 5.459 .750 4.726 4.100 BO SL HEADER 3 - T6 806 x+--1.7501 x+-1.7501 O DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .050 .683 8083 T5 73 TRUSS CLAMP O 3/8* GLAZING BEAD 6063-T5 -- 3.100 -.075 .750 1479 1 .075 4.675 4.586 5.212 4.100 4.726 DOOR PANEL 45 EXTERIOR ASTRAGAL 6063 -T5 72 7/16' GLAZING BEAD 6063 -T5 SL JAMB s1 SL SILL ss ADAPTER 6083 -76 6063 -76 2O DOOR FRAME, JAMB 6063 -T6 .050 3.000 0 62 SL JAMB 8083 -T8 830 r- 2.980 1.620 .250 37 WEATHER STRIP CHANNEL 8083 -T5 HINGE 8063•T5 0.375 .125 Approved as complying with the Florida Raiding Code Date 04 /k, 7 7 Nogg .47 - 2 9. / Miami Dade Product attai b uy I. tit 4t4Jo. /innay FJC Raa10x FJC FJC Debx Nix &1&07 &1407 7117/07 Ra.bea Rainbow R..iaae A tlRRmeap J.J. NO CHANGE NOS SHEET. ADD WOK TO OB/23 & elms 3®DO[. 70 MBAS 30, 31. 44. & a2 xuw 881187 1070TEgIVa.OYDA1ME NOKOMI4, FL 34273 P.O. &x1520 NOKOMIS 71.3074 PST viably Banker EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT armee F01101 SMA 1%210 67 a 10 I� 11005 -1 i � d L park, P.E. PE #39712 Structural I 'q HEAD I ZONE °C I 1 � SILL ZONE "0" SEE TABLE 3., SHT. 9 i-Z ONE HEAD --f-ZO � ZONE SILL E4 SEE TABLE 7., SHT. 9 1ZONE'1ZONE' XX SILL SILL ZONE 'V" SEE TABLE 4., SHT. 9 w 0 r ZONE ' "PI E -1 SEE TABLE 7., SHT. 9 HEAD HEAD ZONE "�ZONE _t 1 < XXOOR 1 ♦ O XX HEAD �ZONE "E"_ O w s HEAD ZONES "tZONED"E'"f '/ < XOOR OX —1- ZONE � ZONE "D''ZONE E'� SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 I la s 1 t-ZONE �ZONE I ZONE EAD —I-ZQ 1 , SILL SILL rZO ZONE' " ZONE'F'I � SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 UNIT, NOTES: 71 3/4'W IOC DOOR WITH 19'W SIDE UTES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4' ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OM() ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8' MAX. O.C. HEAD & SILL OF DOORS: 6' MAX FROM CORNERS, 9' MAX FROM ASTRAGAL CENTERS AND 20 718" MAX O.C. HEAD & SILL OF SIDE LTTES: 6' MAX FROM CORNERS AND 24 3/4° MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TART FS ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19'x83 3/4" SIDE UTES "B" AND `E' ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713 /4'x833/4" )O( DOOR ZONE "F' ANCHORS FROM TABLE 4, SHEET 9, EACH 'F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2151512 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL Appre at u comp!!, the Date tZtel 14140 NOAH 07 • , 25'• (/) Miami Dade Paaduet Contrd Red of FX FX flame Bp FJC w aa7 Vels nrrmc B Raaars A CleolatAA NO CHANGE 7163SHEET. QfV1TiH �P ANCHOR ZONE FROM C70v. ADD ANCHOR TTPkTi 70txxuDgx 8.9407 fO7O 'TECHNOLOGY DRIVE NOK0689, FL 34275 P.O.Bgx11'o NOR0109, FL 84T74 Hate Draw ANCHORAGE, CONFIGURATIONS >r ALUM. FRENCH DOOR & SIDE UTES, IMPACT ittesoNakk F0101 'TITS 8 d 10 ANAWA. 11005 -1 I B / 174 / / L Clark, P.E. PE 038712 Suwkaal JAMB ZONE 'A` JAMB ZONE "A' JAMB ZONE 13° JAMB ZONE °A" JAMB ZONE 'B / \ F 3NOZ B wvr } OXXO JAMB 2 t ♦ \ 1 /' I V ti ••r u HEAD I ZONE °C I 1 � SILL ZONE "0" SEE TABLE 3., SHT. 9 i-Z ONE HEAD --f-ZO � ZONE SILL E4 SEE TABLE 7., SHT. 9 1ZONE'1ZONE' XX SILL SILL ZONE 'V" SEE TABLE 4., SHT. 9 w 0 r ZONE ' "PI E -1 SEE TABLE 7., SHT. 9 HEAD HEAD ZONE "�ZONE _t 1 < XXOOR 1 ♦ O XX HEAD �ZONE "E"_ O w s HEAD ZONES "tZONED"E'"f '/ < XOOR OX —1- ZONE � ZONE "D''ZONE E'� SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 I la s 1 t-ZONE �ZONE I ZONE EAD —I-ZQ 1 , SILL SILL rZO ZONE' " ZONE'F'I � SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 UNIT, NOTES: 71 3/4'W IOC DOOR WITH 19'W SIDE UTES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4' ELCO TAPCONS 2.1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OM() ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8' MAX. O.C. HEAD & SILL OF DOORS: 6' MAX FROM CORNERS, 9' MAX FROM ASTRAGAL CENTERS AND 20 718" MAX O.C. HEAD & SILL OF SIDE LTTES: 6' MAX FROM CORNERS AND 24 3/4° MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TART FS ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19'x83 3/4" SIDE UTES "B" AND `E' ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 713 /4'x833/4" )O( DOOR ZONE "F' ANCHORS FROM TABLE 4, SHEET 9, EACH 'F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2151512 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL Appre at u comp!!, the Date tZtel 14140 NOAH 07 • , 25'• (/) Miami Dade Paaduet Contrd Red of FX FX flame Bp FJC w aa7 Vels nrrmc B Raaars A CleolatAA NO CHANGE 7163SHEET. QfV1TiH �P ANCHOR ZONE FROM C70v. ADD ANCHOR TTPkTi 70txxuDgx 8.9407 fO7O 'TECHNOLOGY DRIVE NOK0689, FL 34275 P.O.Bgx11'o NOR0109, FL 84T74 Hate Draw ANCHORAGE, CONFIGURATIONS >r ALUM. FRENCH DOOR & SIDE UTES, IMPACT ittesoNakk F0101 'TITS 8 d 10 ANAWA. 11005 -1 I B / 174 / / L Clark, P.E. PE 038712 Suwkaal JAMB ZONE 'A` JAMB ZONE "A' JAMB ZONE 13° JAMB ZONE °A" JAMB ZONE 'B TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS ° X" - 25.50 TO 37.50 WIDTH x HT. 25.50 x 79.75, 83.75 87.75 91.75 95.76 27.50 x 79.75 83.76 87/5 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.76 87.75 91.75 95.75 33.60 x 79.76 83.76 87.76 91.76 96.75 35.50 x 79.75 83.75 87.75 91.75 95.75 37.50 x 79.75 83.75 87.75 91.75 95.76 Rood BF Behr A, B, L:, D 2,3, WOOD 1,2, CONC LOAD X 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 meareF FJC Awe WA FTC OrwaseF FJC 0"1607 Dad SA407 oft '/12/07 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 8 8 10 10 8 8 10 10 10 Awdoc A Et.mal3x J.J. ZONES ae - X K 3 3 3 3 3 3 3 3 6 5 3 3 5 5 5 3 5 5 6 5 3 6 6 5 5 5 5 5 5 5 5 5 5 5 5 TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) 47.76 x 79.75 4 3 83.75 5 4 87.75 5 4 91.75 5 4 95.75 5 4 51.75 x 79.75 6 4 83.75 5 4 87.75 5 4 91.75 5 4 95.76 6 4 65.76 x 79.76 6 4 83.75 5 4 87.75 5 4 91.75 6 4 95.75 6 4 69.76 x 79.75 5 5 83.75 5 5 87.76 8 5 91.75 6 5 95.75 6 5 63.75 x 79.75 5 6 83.75 8 8 87.75 6 5 91.75 6 5 95.75 7 6 67.76 x 79.75 8 6 83.75 8 5 87.75 6 5 91.75 7 6 95.75 7 6 71.76 x 79.75 6 5 83.75 6 5 87.75 8 5 91.75 7 6 96.76 7 6 GLASS TYPES A, B. C, 0 ANCHOR & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS "or - 47.75 1 1 TO 71.75 a „ a 3C i WIDTH x HT. LOAD Q 1 ZONES Ji W 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 8 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 9 9 10 10 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3C 3 3 3 3 3 3 3 3 3 3 3 3 6 3 3 3 6 5 3 3 6 6 5 3 5 5 5 5 5 5 5 5 6 5 5 � 5 5 6 N O C A N O E I N S Er.. ADO WSOUSEWTA8LE6 TO MAE 4. 77. CHANGE TABLE A. HEAD IOW 'C'10 T /ANDCOLUMN ADD TAM ANCHOR TYPES Onle 8/1107 TABLE 5.0 SIDE LITE 10.75 x 79.76 4 83.75 4 87.75 4 91.75 4 95.75 4 12.75 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 19.00 x 79.76 4 83.75 4 87.76 4 91.75 4 95.75 4 21.75 x 79.75 4 83.76 4 87.76 4 91.76 5 95.75 6 27.75 x 79.75 6 83.75 6 87.76 6 91.76 6 95.75 8 38.13 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 7 38.75 x 79.76 83.76 87.75 91.76 95.76 6 6 7 7 7 GLASS TYPES A, B, C, D TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC W071HS ro° - 10.75 TO 38.75 WIDTH x Kr. I0 1078 7E01040100V DRNE NOACIAft R 3t27D PA 8¢x1529 NOMAla 1134274 ZONES 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 TABLE 6. XO & OX GLASS TYPES A, B. C. D ANCHOR TYPE 8 SU691RAA1E 2,3, WOOD 1,2, CONC 10.75 x 79.75 4 83.76 4 87.75 4 91.75 4 95.75 4 12.75 x 79.76 4 83.76 4 87.76 4 91.75 4 95.75 4 19.00 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 21.75 x 79.75 4 83.75 4 87.75 4 91.75 6 95.75 6 27.75 x 79.75 6 83.75 5 87.76 5 91.75 6 95.75 8 36.13 x 79.75 6 83.75 8 87.76 7 91.75 7 85.75 7 35.75 x 79.75 8 83.76 8 87.75 7 91.75 7 95.75 7 DOOR WIDTHS ° X - 25.50 TO 37.50 SIDE F a LITE WLDTH x HE 0 PGT 1Rafldj Sel>e► ZONES j 0 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 5 4 4 5 5 6 1 x LOAD 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 b TABLE 7. OXO, XXO OXX & OXXO GLASS TYPES A, B, C, D ANCHOR TY & SUBSTRAATE 2,3, WOOD 1,2, CONC 10.76 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 12.75 x 79.76 4 83.75 4 87.75 4 91.75 4 95.75 4 19.00 x 79.75 4 83.75 4 87.75 4 91.76 4 95.75 4 21.75 x 79.75 4 83.75 4 87.75 4 91.75 6 95.75 5 27.76 x 79.75 6 83.76 5 87.75 5 91.75 6 95.75 8 36.13 x 79.75 6 83.75 8 87.75 7 91.75 7 95.75 7 36.75 x 79.75 8 83.75 8 87.75 7 91.75 7 95.75 7 DOOR WIDTHS °lP - 25.50 TO 37.50 "70P - 47.75 TO 71.75 SIDE L11E WIDTH x Hi. 0 ZONES 0 0 Cu 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 5 5 5 4 4 5 5 5 LOAD 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2,, 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 FD101 I NA 9 + 10 1 ""' 11005 -1 a X ANCHOR QUANTITY ZONE TABLES ALUM. FRENCH DOOR & SIDELFTES, IMPACT B APPROVED ANCHOR TYPES: 1.1/4' ELCO TAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. A with the 0 � os ro X106 Dime cc-T /P/ 2007 NOM Nand Dad Prado tCC IlY I. L l st 1e_ 1 3/8' MIN. 2X WOOD BUCK, NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8' 1/4' MAX SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS TYPE 2 OR 3, NOTE 1 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) 1X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAG CENTERS, NOTE 1 1X WOOD BUCK, NOTE2 1/4' MAX ' SHIM 3/8' MIN. 1/4' MAX _. SHIM 1 3/8" TYPE 1 1 3/4' TYPE 2 1/4' MAX. 1/4' MAX SHIM SHIM CONC. EXT. WOOD ANCHOR, ' � ANCHOR NOTE 1 TYPE 2 OR 3, CONC 1 1/4" TYPE 1 OR 2 (CMU) NOTE 1 DOOR HEAD (CONC) 13/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 13/4' TYPE 2 (CONC) 1/4" MAX SHIM 1'AAl i l.M■11111.1111/11p . 1 h. /11 11 , � 4. . ij .:' e• •:43/4' MIN. E.D. 1 3/4' MIN. E.D. CONC. ANCHOR, NOTE 1 NOTE 3 r1/4" MAX 1 3/8° TYPE 1 13/4' TYPE 2 MIN. E.D. 1 3.4 KSI MIN. CONC. f DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 2X WOOD BUCK, NOTE 2- SIDE LITE SILL (WOOD) WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4' MAX SHIM 13/8' MW. 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 CONC. ANCHOR, NOTE 1 3/8" MIN. 1/4" MAX SHIM 1.6 KSI MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 ► ► NOTE 1 3.4 KSI MIN. • :i'•t CONC. 13/4' --y MIN. ED. SIDE LITE SILL (CONC) 1/4' MAX SHIM 4 3/8' TYPE 1 ;;•,y 3/4 " TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8' MIN. (TYPE 1) OR 1/4' SS4 CRETE -FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 1.51(81 MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. 1 3/8' TYPE 1 1 3/4" TYPE 2 SIDE LITE HEAD (CONC) - . I 11/4' TYPE 1 OR 2 (CMU) 1 3/8' TYPE 1 (CONC) T 13/4" TYPE 2 (CONC) 13/4° , MIN. ED. Approved as i pl •.g with the Florida Bunged Code Bare a C.7 It, 2012 Nom -oGZ9. 7n Miami Dade Product Control ri la t1 maw* Amami SA FJC OAK S•r9,m MW? 2 T/2Z07 MASAN tawam Naaea A bt NDWANOE TAM SHEb7.. SPEC. TYPE 182E1®®. ONCOM. DETA98. SPEC. TYPE 283 ON MOOD DETAILS =ANCHOR TYPES TO NOTE 1. Das 1078 TECHNOLOOYMWE NOKOIIS, FL MTh P.Q BQX 1879 B rims PG" VtllLdj Ltmrrer ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1 1005' -1 FDf I B Itodnlikeltt I NTSI10d10