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RC-08-1730 .. Perrrr j!1t - -� - :. .. � < ; , aF� Miami Shores Village Perrrt T)E eigl?> lad +t�fla#rtltMtli�ri ;rte 10050 N.E. 2nd Avenue Mr. k % Sl,�z'�tf�7f3 fterafign i Miami Shores, FL 33138 -0000 . 11311., ,i�tt�^ :AFFR�1fED Phone: (305)795 -2204 �. Expiration: °f is ite tQf3fl08 Project Address ... Parcel Number Applicant ...... ...... . .. _. ....... ...... _ --------------- -_. _.. .. .... _.. 526 GRAND CONC 1132060171421 DORA LUZ BELLI GARCIA Miami Shores Village, FL Block: Lot: Owner.lnfortnation Address Phone Cell ...... ................................................................................................................................................... ................ .•-------- - - - -- _. - -..- DORA LUZ BELLI GARCIA 526 GRAND CONC MIAMI SHORES FL 33138 -0000 ............................................... ............................... Contractor(s) Phone Cell Phone 'Valuation: $ 15,000.00 R CON LLC (305)492 -2499 Total Sq Feet: 600 :I Approvec,: Yes Available Inspections: Comments: Inspectio Type Date Approved: 10/2/2008: Yes Window Door Attachment Date Denied: Final PE Certification Type of Construction: Occupancy: Framing Stories: Exterior: Slab Front Setback: Rear Setback: Fill Cells Columns Left Setback: Right Setback: Insulation Bedrooms: Bathrooms: Termite Letter Shutter Attachment Plans Submitted: Certificate Status: Drywall Screw Certificate Date: Additional Info: Window and Door Buck Bond Re' inn : Classification: Residential Tie Beam Shutter Final Fees Due Amount Total Amt Paid Amt Due Calling Grid CCF $9.00 CO /CC Fee $150.00 $ 0.00 $ 0.00 $ 0.00 DBPR Surcharge $3.00 Education Surcharge $3.00 Payment Type: Permit Fee - Additions /Alterations $450.00 Plan Rev;ew Fee (Engineer) $60.00 Scanning Fee $15.00 Submittal Fee ($250.00) Technology Fee $11.25 Total: $451.25 I N VA i I NNAIMN V ` r A GE ly, d 0 � .' � 'r a In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto an: in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work, OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated November 03, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, November 3, 2008 1 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Pho (305)7 -22 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: EL -1 -09 -33759 10050 N.E. 2nd Avenue Invoice Date: January 23, 2009 Miami Shores, FL 33138 -0000 Permit Number: EL -10 -08 -1863 Bond Number: Bill To Comments: DORA LUZ BELLI GARCIA 526 GRAND CONC MIAMI SHORES, FL 33138 -0000 it ICA Date Fee Name Fee Type Fee Amount 01/23/2009 Scanning Fee Calculated $9.00 01/23/2009 Revision Fee Calculated $100.00 Total Fees Due: $109.00 Payments Date Pay Type Check Number Amount Paid Change 01/26/2009 Credit Card $109.00 $0.00 Total Paid: $109.00 Total Due: $0.00 Monday, January 26, 2009 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305) -2204 Fax: (305)756 -8972 eturn to: Miami Shores Village Invoice Number: RC -1 -09 -33758 10050 N.E. 2nd Avenue Invoice Date: January 23, 2009 Miami Shores, FL 33138 -0000 Permit Number: RC -9 -08 -1730 Bond Number: Bill To Comments: DORA LUZ BELLI GARCIA 526 GRAND CONC MIAMI SHORES, FL 33138 -0000 `tTtlt�:::?�#T�Ic'..#t'15Gi## Wpt'.:.:�c"itRY! Date Fee Name Fee Type Fee Amount 01/23/2009 Scanning Fee Calculated $12.00 01/23/2009 Revision Fee Calculated $35.00 Total Fees Due: $47.00 Payments Date Pay Type Check Number Amount Paid Change 01/26/2009 Credit Card $47.00 $0.00 Total Paid: $47.00 Total Due: Monday, January 26, 2009 Miami Shores Village i -J 4_1a Building Department' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 all a Tel: (305) 795.2204 Fax: (305) 756.8972 L� BUILDING Permit No. PERMIT APPLICATION Master Permit No. ` FBC 2004 Permit Type (circle): Euildin Electrical Plumbing. Mechanical Roofing Owner's Name (Fee Simple Titleholder) 0017-A A 4-A-Z /3 Phone Owner's Address S� 6" - , - Z_AA� P C I 1 Ci State A Zip 3 '3/ 57 Tenant/Lessee Name Phone # Job Address (where the work is being done) 15 �.'L.A,✓� C4NCO�i' City Miami Shores Village County Miami -Dade Zip 3 -3/ 3F FOLIO / PARCEL # J L a t Is Building Historically Designated YES NO Contractor's Company Name R L. Z_ C Phone # I Contractor's Address S�56'o &4 !Lq C r / o City P21AI� -/ State )01:r1_ zip - 53L:7-6, ip 3 3/ 26 Qualifier Name �+j i �Z IV A?_ /G- h - //i Phone # 3° S 4 ° 2_4-1q State Certificate or Registration No. L / 5 ' / 3 / 2/ Certificate of Competency No. Architect/Engineer's Name (if applicable) / /P Phone # Value of Work For this Permit S S ' 11cl O C Square / Linear Footage Of Work: Qo SQ r Type of Work: QAddition QAlteration QNew Repair/Replace ❑ Demolition Describe Wor y 4. Submi alFee$ 0 _ 4 Permit Fee $ CCF $ CO/ C �S� Notary $ � Training/Education Fee $ Technology Fee $ Scanning $ Radon $- P Zoning $ Bond $ Code En ent $ Double Fee $ Structural Review. f T See Reverse side -� VILLA MIA 3 ,Bonding Company's Name (if applicable) onding Company's Address ity State Zip Mortgage Lender's Name (if applicable) agerl�adf�S ,..a 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 a r d and a reinspectioafiao will be charged. Signa Signature Owner or A `e Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �3 day of t 4 Ay 20 Ce, by (� k&)( "pkj'=CQ day of WAY , 20 OR by n \J t, W 1 LVA who is ersonally kno;� to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ✓ _ ��,�►, J" Sign: , �— �° an Print: COMMISSION#DD697359 Print: �•�,, p�,,,, e a Fez r -0- 4 �aReJULY 2Z,, 20'tt— _ 97359 My Commission Expires: ' %;;gip;°:`' WWW.ANIONNOTARY.com My Commission Expires: y FJCt fflm JULY 22, 2011 ''n „� �WW.gARONNOTAR,Y.com APPLICATION APPROVED BY: n e -O3 D5 - u t / Pl4hs Examiner Engineer Zoning (Revised 02/08/06) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 no BUILDING ECEj1VE® Permit No. A c _ PERMIT APPLICATION aster Permit No, FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) V (f l Phone # Owner's Address r $-Q City f� /ka/�'v�1 % )U, _ State Zip 33 J .? jj Tenant/Lessee Name Phone # -g05 - % /� 2 7 V Job Address (where the work is being done) 6 01 CO U1`2 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # ® O 1 q 2 Is Building Historically Designated YES NO Contractor's Company Name Rc O N L L C c`p Phone # 3D T — 7 / z_ 1� if 9 Contractors , Address 1 A Al City /t/l tl•1rw••t4 r nn State J/ C-- Zip 3�3� k� Qualifier Name A0612� Ale l m � /1 r Phone # 305 YQ Z 0 � � State Certificate or Registration No. G l.] 31 2j Certificate of Competency No. r Architect/Engineer's Name (if applicable) l�eL. J(�' I � Phone # ' Value of Work For this Permit $ ork: Type of Work: ❑Addition %Alterati ° ew ❑ Repair/Replace F1 Demolition Describe Work: , ,1�t s �cl. Submittal Fee $ Permit Fee $ �J CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ _ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 1 %J .' a> City State :z _ Zip Application is hereby made to obtain a permit to dd, "Ov mod. ins allat is �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 s posted notice, the inspection will not be approved and a reinspection fee will be charged. Signaturex' Signature Owner or Agent Contractor The foregoing nstrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 200 , by NMI 1 day of , 20 a, by who is personally known t o me or who has produced who is personally known to me or who has produced As identification and whf 44 t4kp an oath. as identification and who did take an oath. NOTARY PUBLIC: �` y NOTARY PUBLIC: s �iuygi Janella NMZ "/ p StY PV i� Sign: — . 6 ,e Sign. Print: )�la. PA9 Cis 5 - i 4' ; �_ � �n •' EXPIRES: JULY 22, 2011 Print: •ote " ?��4 y 2;1B d CEZ .0 e WWW.AARONNOTAWootn a �EXPIRES JUtY22 2Q11 My Commission Expires: My Commission Expires: %FOF�Fl °�o WWW AARONNorARYom APPLICATION APPROVED BY: /ire Plans Examiner Engineer Zoning (Revised 07/10/07) now w.. ,- This Instru nt P,tepare By. �rww Fr'' Name /L (� rRwr Address f rwR>M t Permit No.� ~ 1 t 1 2G ao/ Tax Folio No. _ r�rRRrr NOTICE OF COMMENCEMENT „... i- STATE OF COUNTY O7F:- ' C� n THE UNOERSI GNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. rZZ 1. Descriptio of prope(:ty: (legal description of property, and street address if available) w m 2. ral ene description of improvement: LXT �o 3. Owner information �_^ R>wRA.0 •u cr a. Name and address: R w-A 6 t'_ro �`^" "" 6)01 640C 1t 3313 b. Interest in property: (DLVIV2 A n a � c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: ry C-4 a. Name and address: ._r T a' °••. t b. Phone number; pl w I q3 a 5. Surety c� r C, -4 a. Name and address: 866c) (vim s I e f rare c r : w b. Amount of bond $ Cgs ` C 1 : 1 4 . 4X �GI I LaM( 1 Z +� c. Phone number. :> 6. tender t� UJ -X a. Name and address: -Z J b. Phone number, 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: a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(t)(b), Florida Statutes: a. Name and address; b. Phone number: 9. Expiration date of 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, C LILT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF OMMENCEMENT. Signature of Owner or Owner's Authorized Officer /Director Partner /Manager Signatory's Title /Offic_e, � The forego i i�nsf� u� ant was acknowledged before me this l �day of j r T 0 0 9 (year) by �6 ^A (name of person) as 0� 4 (type of authority, ..,e.g. officer, trustee, attorney in fact) for _(name of party on behalf of whom instrument was executed). ` � HERIBERTJEAN•LOUIS t e of Notary Pu , State of Florida * * MY COMMISSION # DD 689579 Prin ype, or Stamp Commissioned Name of Notary Public EXPIRES: July 29,2011 Co ission Number �r°jFOFn��e BondedThmBudgatNoterySafvices personally Known _ or Produced Identification ✓ — Verification Pursuant to Sectio 92.52 Florida Statutes Under penalties of perjury, I declare that I have read the forego' g and that the facts stated in it are true to the best of my knowledge and belief. c Sin ure of Natura arson Signing Above STATE OF' FLORIDA, COUNTY OF DAPS A �iO COVAIt I HEREBY CERTIFY that this is a truq lA original d . ,n t¢ �+ i's �0 of a_ �e WITNESS my hang 110 sl Ser" . ,eawwR rRrm 4 HARVEY RUVIN E na rs EC� QY S U C. r, Miami Shores Village Building Department 10050 NX2nd Avenue Miami Shores, Florida 33138 Tel:1305) 7952204 Fax: (305) 756.8972 Pernu 4!5 f� BUILDING CRITIQUE SHEET g J 1� P. I ar d Zon'ng CHter'..'.." Miami Shores Village Permit NO.RC-9-08-1730 10050 N.E. 2nd Avenue ......... .... .. .................... ...... ............................... ......... ....................... ............. ...... . . ..................... 'd -- Ui ....... .... ... ......... ... .... ........... -------- A -4 . ........... Woe ----------- .. .............. ...... .00.0 ...................... ij �R.Sfl n wmi WM�R ........................................ ...... Miami Shores, FL 33138-0000 ... ............... -- -------- ................. ....... - ...... ............... ................... ................. ...... ........... ............................. ..... ............................................ ..... . ...... ............ ... ......... . .... ... ................ -------- ... . .......... ......... i S k iron 00 Phone: (305)795-2204 Fax: (305)756-8972 ........ ................................. ............................. .......................... Issue Date: Not Issued ExpiresNot Issued - - -- -- --- ------------ ........................... - --------------- ..................... .................. Folio Number) 132060171421 ................................ ................................ ...................... ........... ................................................... .......................................... I ............................................................... Owner's Name: DORA LUZ BELU GARCIA Owner's Phone: X Job Address: 526 GRAND CONC Total Square Feet: 600 Miami Shores Village, FL Total Job Valuation: $ 15,000.00 ....... .... ....... ........................... -.- ....... .............. .......... ......... - .................. ............. ........................ ...... 1- .................... .................. Contractor(s) Phone Primary Contractor ........ .. ...... . .... Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 10/2/2008: Yes Comments: i _ G RAND CONCOU _ s7 ASPHALT PAVEMENT 0 C ! 0 0 0 10 7 CURB &GJ 1 Loo L =120.95' 10' GRASS t2ata'(u) rooay(N . 3120. ' SWIC C �R 2 26.75'(M) FRON�P IRON PI $ PI E 0.10' o «R EL gr, a TILE S 15.6 N w 10. 12.T 26.5 o 10.5' EL. 11.50' 120' N EL. 12.40' RE DENCER526 N REMAINING J � 24 7. N.E 40.5 ° 0 10. 139 M 12.7' / nr A/C p LOT 6 iv 14.8' W k 17.3' M f ,. Q t� Sc ED �� 1tiR 16.2' • -„ 4. 1Q2 16.2' }i •- FOUND 1 2 o FOUND t IRON PE . 10' ASPHALT WALL _ 10' ASPHALT 15' ALLEY CM= 109.48' 7M = 109.50' ?M= 338'55' fF� T 11 X 17 fCALE 1/20 r S NORES C) toll J� = .,,.. Tfl iai S LPej Vi I e r 10050 N.E. SECOND AVE. 0 1DP MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR IRfE a ") DEVELOPMENT ORDER SAP 1 � X00$ File Number: PZ -6 -08- 200884 Property Address: 526 Grand Concourse Applicant: Dora Luz Belli Garcia (Owner) Address: 526 Grand Concourse Miami Shores FL Agent: Hector Solis Address: 4724 SW 67 Avenue Unit #6 Miami FL 33155 -6851 Whereas, the applicant Dora Luz Belli Garcia (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Garage conversion. Whereas, a public hearing was held on September 11, 2008 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to amend the site plan to provide for a driveway to alley connection that does not exceed 12 feet in width. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development Page 1 of 2 f order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 1 l'" day of September, 2008 by the Planning Board as follows: Mr. Abramitis Yes Mr. Powell Yes Mr. Reese Yes Mr. Sastre Absent Chairman Fernandez Yes c_ to Ri and M. Fernandtoard Chairman, Planning Page 2 of 2 gt ANC. 19JJ �✓� . CI off. .2 I_ 99999 rn BUILDING DEPARTMENT (/ �e0R1 ®� 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2362 TELEPHONE: (305) 795 -2204 FAX: (305) 756.8972 Review Comments for Mechanical Processor Job Address: Permit No: — Reviewer: Contractor: Phone No: v Date: Only the items preceded by an (x) must be corrected. ( ) I Need HVAC design schedule Miami Dade County Chapter 8. ( ) 2 No combustible in plenums. FBC -M 602.2.1. ( ) 3 Auxiliary and secondary drain systems required. FBC -M 307,2.3. ( ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ( ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 ( ) 6 Need balanced return air. FBC -M 601.4. ( ) 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. ( ) 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ( ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. ( ) 10 Air handling units in attics must meet all the requirements of (show Notice to Homeowner) FBC -M 306.3. w ( ) I I Dryer vent shall not be longer than 25'. FBC -M SO4.6. if not provide manufacturer's spec of dryer. ( ) 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ( ) 13 Outside air required. FBC -M 403.2 ( ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ( ) 15 Fire damper required. FBC -M 607.1.2. ( ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. ( ) 17 Appliance must be protected from damage. FBC -M 303.4. ( ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire ( ) 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 OP 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 24 Other u Comment Sheet Mechanical Page — of — 07/04R1.0 dkyF (l.'kk �fffi'daw� ?//s'HTf'h'2Qy' lr"F� .'vis4 Miami Shores Village' 10050 N.E. 2n Avenue venue � Miami Shores, FL 33138 -0000 m Phone: (305)795 -2204 �.. 7 yam, � Expiration: 05/17/201 Project Address Parcel Number Applicant 526 GRAND CONCOURSE 1132060171421 DORA LUZ BELLI GARCIA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell DORA LUZ BELLI GARCIA 526 GRAND CONC F MIAMI SHORES FL 33138 -0000 Contractor(s) Phone Cell Phone LValuation: $ 4,000.00 R CON LLC (305)492 -2499 S on: Feet: 0 Type of Work: WINDOWS & DOORS For Inspections please call: No of Openings: 5 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $2.40 WS-8 -09 -35595 $ 168.95 $ 50.00 Education Surcharge $0.80 O Permit Fee $150.00 WS - 8 - 09 - 35595 $ 168.95 $ 168.95 $ 0.00 Permit Technology Fee $3.75 Scanning Fee $12.00 Submittal Fee $50.00 Submittal Mversal Fee ($50.00) Total: � $168.95 -.� C=i GJ O r-+ r h� L.J =ati C'} In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining reto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting fts permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fgr..FLECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. x OWN ERSFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi(Wand zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 03, 2009 horized Signature: Owner / Applicant / Contractor / Agent Date '-n Builcnig Department Copy December 03, 2009 1 Miami Shores Village Building AUG o zo Department g p BY:__.__ -- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PermitNo. PERMIT APPLICATION Master Permit No. l C/ FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholde � Phone # Owner' ddress lf :Z 61 City State Zip Tenant/Lessee Name Phone Job Address (where the work is being done) �� S City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL Is Building Historically Designated YES NO Contractor's Company Name 1 � ^) G Phone # 30 , 5 -- 4e 1 Z ` Z Contractor's Ad dres. - ��:`_ ' 7 f /L✓ 2 _/Olr 1 L City State t' L Zip Qualifier Name ^/ w /� L- L �i /�� Phone # 1 0 ____J State Certificate or Registration No. J_ Certificate of Competency No. - Architect/Engineer's Name (if applicable) Phone Value of Work For this Permit $ �rJ _ Square / Linear Footage Of Work: Type of Work: MA ❑Alteration ❑New ❑ Repair/Replace El Demolition Describe Work: yn art W� Submittal Fee ` �v' Permit Fee $ CCF $ LQ •4 CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning Bond $ Code Enforcement $ Double Fee Structural Review. $ Total Fee Now Due $ 01 See Reverse side —4 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'wi not be approved and a reinspection fee will be charged . R Signature Signature Owner or Agent Contractor The fore ' nstrument was acknowledged before me thi The fore oing instrument was acknowledged before me this °? day of (� 20 7 , by d1 v� �, u 2 � ^^ l� r day of , 200, by / 1 L who is p ow T to me or who has produced A (or" ' !a who is perso ally known to me or who has produced A" rG� '" Gev S As identification and who did take an oath. Jkk e5 t identification and who did take an oath. NOTARY ERTROB BAR JR NOTARY PUBLIC:.. vP��.,, Jamb Perez $ NotaryPubNRStateofRaid = fi =COMMissiONDD697359 CommisaiMDDB _ l Sign: My own AXp M (�fJ Si • w WNMI.AARON Print: �— pTT':uy"(fr �' Print: My Commission Expires: f ;� 2��3 My Commission Expires: APPLICATION APPROVED BY: . 'f 6/ A 0 Plans Examiner Engineer Zoning (Revised 07 {i 0l07) ,'tJ°Rs L, M iami S hores V illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LOR1,Dp` Fax: (305) 756.8972 Permit No: 09- 3,1 Z1 Job Name: 2009 Page 1 of 1 Bull ing Critique Sheet I �G GT G Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 5NoeEs p nu nu � 1511 J Miami shores Village res IN Building Department FN �� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -7 30 RECEIPT PERMIT #: 0 q — P 51, G' � DATE: l D o" r I, Contractor Owner Architect icked up 2 sets of plans and (other) C, Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. acknowledged b PERMIT CLEARK INITIAL RESUBMITTED DATE: PERMIT CLEARK INITIAL: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 If V-01 nspection Number: INSP- 121619 Permit Number: WS -8 -09 -1320 Inspection Date: December 07, 2009 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GARCIA, DORA LUZ BELLI Work Classification: Window /Door Replacement Job Address: 526 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: R CON LLC Phone: (305)492 -2499 Building Department Comments INSTALLATION OF NEW IMPACT WINDOWS & DOORS 5 OPENINGS) Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 December 10, 2009 Page 1 of 1 L Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 117206 Permit Number: RC -9 -08 -1730 Scheduled Inspection Date: December 22, 2009 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GARCIA, DORA LUZ BELLI Work Classification: Alteration Job Address: 526 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: R CON LLC Phone: (305)492 -2499 Building Department Comments GARAGE ENCLOSURE Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 116958. Window final required first. NB Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 21, 2009 For Inspections please call: (305)762 -4949 Page 2 of 27 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP 131220 Permit Number: RC -9 -08 -1730 Inspection Date: December 09, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Insulation Certificate Owner: GARCIA, DORA LUZ BELLI Work Classification: Alteration Job Address: 526 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: R CON LLC Phone: (305)492 -2499 Building Department Comments GARAGE ENCLOSURE (? -°�� _ 2y�lq _.. Sl L-V I 3d5 4Q9 •0 il9 . Inspector Comments Passed ? Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 December 09, 2009 Page 1 of 1 INSULATION CERTIFICATE BUILDING PERMIT r ►n: ? --, 17 3 Project Name: Job Address: w c STATEMENT OF COMPLIANCE We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE the APPROVED ENERGY CALCULATIONS and Plans, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (Check only applicable boxes) C] 1). Exterior CBS Walls Insulation: R- .'Min.): Material: Thickness: inch(cs): Density: lb/ft: Mfgr: n 2). Exterior FrameiMctal Stud Walls: R- (Min.): Material Thickness: inch(es): Density: lb /It: M)gr: 4 Exterior solid concrete walls: R- A14 (Min.): Material: A �nr thickness: — inch(cs): Density: lb/fl: Mlgr: �e _%�= r �! r – 0 4). Interior walls separating A/C from non – A/C spaces insulation: R- (Min.) Material: ;Thickness: inch(es); Density: lb/11 [] 5). MULTI-FAMILY 1IRSIDrNTIAL CONSTRUCTION ONLY: The COMMON (Party) walls separating dil3ercm tenants shall be insulated as follows: FRAME/METAL STUD WALLS R -I I(Min.): CBS or Concrete walls R -3 Min. by Energy Code requirements. See ENERGY CODE, Rev. 1/87, paragraph 903.2 (b), on page 9 - 27, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. G). Above deck type ROOF INSULATION: R- (Min.) Material: Thickness: _ inch(cs): Density: lb/ft: Mfgr: ® 7). Ceiling insulation R - (Min.); Material: Thickness: inch(es): Density: — lb /R: gr: [] 8). NOTE – Densities of sprayed -on, loose fill, or any other composed -on -site insulation shall be the P.C.F. (lb /113) average of three (3) "DRY SAMPLES" of accrual installation. Make photocopies of this sheet in your office, as req d for fut 'o Installed by: Insulati n Company Name Insulation Contractor Signature Insulation Contractor CC #: ( } 3 ,o Date Certified: 2 / ®/95 – O.C. /Builder: IdSOL awmawfiff If& AW _ Company T 1L AF G.C. /Builder's Signature Building Contractor CC #: r a Date Certified: Insulation Certificate /Revised 12/99 A F INSULATION CERTIFICATE BUILDING PERMIT >`tn: ` �_ --- ` 3 Project Name: Job Address: w STATEMENT OF COMPLIANCE We, the undersigned. hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE the APPROVED ENERGY CALCULATIONS and Plans, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (Check only applicable boxes) Exterior CBS Walls Insulation: R- ;Min.): Material: Thickness: inch(es): Density: lb/ft: Mfgr: [] 2). Exterior FrameiMctal Stud Walls: R- (Min.): Material: Thickness: inch(cs): Density: lb/11: Mfgr: 3), Exterior solid concrete walls: R- Al -( (Min.): Material: -- ti lA ,,._.s , Car_ thickness: — inch(cs): Density: lb/ft: Mfgr. j r..s=er 4). Interior walls separating A/C from non - A/C spaces insulation: R- (Min.) Material: ;Thickness: inch(cs); Density: lb/11 0 5). MUI: r[- FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Party) walls separating different tenants shall be insulated as follows: FRAME/MCTAL STUD WALLS R -I I(Min.): CBS or Concrete walls R -3 JMjn� by Energy Code requirements. See ENERGY CODE, Rev. 1/87, paragraph 903.2 (b), on page 9 -27, latest edition. These "minimum levels of insulation"- not included in the Energy Calculations, but shall be installed in the field. G). Above deck type ROOF INSULATION: R- (Min.) Material: Thickness:. _ inch(cs): Density: lb/ft: Mfgr: 7). Ceiling insulation R - 4M - LSL _ (Min.); Material•,_ _ Thickness: inch(es): Density: lb/fl: 9 La — 8). NOTE - Densities of sprayed -on, loose fill, or any other composed -on -site insulation shall be the P.C.F. (lb /I13) average of three (3) "DRY SAMPLES" of accrual installation. Make photocopies of this sheet in your office, as req d for Cut y o Installed by: ` H 5 &0 1004/ .1 Insulati n Company Name Insulation Contractor Signattfe . Insulation Contractor CC #: (' `Z 3 op Date Certified: O.C. /Builder: Company Name G.C. /Builder's Signature Building Contractor CC #: Date Certified: Insulation Certificate /Revised 12/99 12/03/2009 THU 11:00 FAX 0001 /001 t T N{lAM! -DARE GOtJNTO' � 2049 ,: LQRAi 8U$1Nl�8 TAX'R�C�JPT -*s �24AQt i .F� �+ FiR,S�"�Ci,AS$ TAX COLLEL;TOR ' s. � MilAi�} RARI^ GOU[J�`Y �STA,�'E OF Ft }RA+ `' � ,* U S PQ$TAS.iE '1st EL}',30A � MUST BE DISPt,AY�}! AT FI.I�CB 41+ f3t)S1NE�S � A a jai � M I14M }, i"z!. MIAMI, PL 3t3Q PURSUANT 1O COIiNTY GO[)H{lPTB3� 4A �i}:'8 & fib' * PERMIT NO'3 t .....�. SySl :NAME f �.00�1T10N � � t?EC�lp7' N0� �� 63 , 790 3 R SON 1c1.� , 5 � 3 3�I.2>b 11NIN DADS Ct?UNTY ' Sec Typo of 8ugitless 213BtAPOtARY £MPLOYtEil A�iENCY i rHla ocAL� B.USINESfi TAX RECEIPT t1T ,DOES .NOT *PEAMiT SHE t HQMR TO,YIP," ANV ...._., ,,. .,s.,. ,. ,.,<. ..:..�. a.M- b..s,:u. ,. ...,�.....: .w__.>.,..: .,. .,.....,..,.., .,...,.t,.,,.,...�. >,.._....��. .,.�.....: ¢XISTI NG.AEGULATQ RX:OR :ZONlNG.IAWS oP ; .jHE.:; DO NOT FORWARD .:CQ.UNTY QA ��C1TlES ;+NOR - ' ool s '1F <EXEMPF :THE .± R CON L L C HQLQERA.Qfl1 AMY 07HER :PERMIT OH, LICENSE AourReosY:LAw TNtsxs ; ROBERT N WILKIE MGR : NQF A CERTiFJCgj10N QF.% =THE NQI QUALIFICA::j 8660 NW 5 TERR 101 7tQNS MIAMI FL 33126 { PAYMENTRRCEIVEP M1A1,1[DAPRCOtiINTYTAX -, CQLLECjQ.flt .„ '' Q!�/2,5/2009 n, O ..:; ,. :; F•:.:: >:.. ?:: >. , �II�11 U��411t�ll l�l fl i17t1��11�1I�11�f41i1�illlli lI llls161� �; > SEE F OTHER FSIDE :::,:.....,, ° Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL oR' Phone: (305)795 -2204 Fax: (305)756 -8972 a r -1-11 mow Inspection Date: 12/08/2008 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Foundation Owner: GARCIA, DORA LUZ BELLI Work Classification: Alteration Job Address: 526 GRAND CONC Miami Shores Village, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Block: Lot: Contractor: R CON LLC Phone: (305)492 -2499 Building Department Comments Inspect6i �''�omments Passed cc Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, December 4, 2008 Page 1 of 2 Y PERMIT # C ONTRACTOR: Al ��- SUBMITTAL DATE: 7 RESUBMITAL DATES: PROJECT TYPE: E CaA& 7( F lg"O� ZONING FIRE o< 7� q STRUCTURAL IMPACT FEES ELECTRICAL HRS /DERM RL�1M�lN NOC Yo•� MECHANICAL ,(/b BLDG Inspection Worksheet Miami Shores Village yFr 10050 N.E. 2nd Avenue Miami Shores, FL --- Phone: (305)795-2204 Fax: (305)756-8972 -------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------- ---------------- --------------------- ......... ......... XX ...... ......... x . ........ ......... Scheduled Inspection Date: February 12, 2009 Permit Type: Residential Constructio Inspector: Bruhn, Norman Inspection Type: Insulation Owner: GARCIA, DORA LUZ BELLI Work Classification: Alteration Job Address: 526 GRAND CONC Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: R CON LLC Phone: (305)492-2499 Building Department Comments Inspector Comments Passed Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 11, 2009 Page 11 of 13 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ----------------------------- ------------------------------------------------------------------ - ----------------------- I ------ --------------------------------------------------------------------------------------------------------------------------------------------------------- .... ....... ....... ......... ::: . ..... . .... X ....... ....... ..... .-X-X-X . .. . . ... . .... . . . ........ ........ ......... ...... .... ............... .......... .......... .......... X Scheduled Inspection Date: February 09, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Framing Owner: GARCIA, DORA LUZ BELLI Work Classification: Alteration Job Address: 526 GRAND CONC Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: R CON LLC Phone: (305)492-2499 Building Department Comments Inspector Comments Passed O Failed El Correction Needed El Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 06, 2009 Page 26 of 30 Inspection Worksheet f 9�i Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL tisai' !f �,. Phone: (305)795 -2204 Fax: (305)756 -8972 i X Inspection Date: January 28 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Fill Cells Columns Owner: GARCIA, DORA LUZ BELLI Work Classification: Alteration Job Address: 526 GRAND CONC Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: R CON LLC Phone: (305)492 -2499 Building Department Comment a! lA Inspector Comments Passed / Failed El Correction - Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 27, 2009 Page 1 of 1 Inspection Worksheet — T f?1� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ... #..lcr#.b. :.::... .:.:::.:. :....:::::::::::::::.:..................................:...::::::::::::.:...................................................... ........:::. .»»3.::'.`...:.. Inspection Date: January 28 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Tie Beam Owner: GARCIA, DORA LUZ BELLI Work Classification: Alteration Job Address: 526 GRAND CONC Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: R CON LLC Phone: (305)492 -2499 Building Department Comments Inspector Comments Passed Failed E] Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 27, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ---------- ------------------------------------------------------ ------------ -------------- -------------------------------------------------- ------------------------------------------------------------------------------------------------------------------- --------- ... ............. . X " .6 Scheduled Inspection Date: February 17, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Drywall Screw Owner: GARCIA, DORA LUZ BELLI Work Classification: Alteration Job Address: 526 GRAND CONC Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: R CON LLC Phone: (305)492-2499 Building Department Comments Inspector Comments Passed Failed Correction Needed El Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 13, 2009 Page 21 of 22 ,�aES Inspection Worksheet Miami Shores Village Y(y... UYii� � 10050 N.E. 2nd Avenue Miami Shores, FL ° Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: June 16, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final Owner: GARCIA, DORA LUZ BELLI Work Classification: Alteration Job Address: 526 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: R CON LLC Phone: (305)492 -2499 Building Department Comments Inspector Comments Passed ll/rs.a�o� jar na, /cc� ui' Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 15, 2009 Page 23 of 31 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING E Permit No FZ -lo— o�� /7 /3 PERMIT APPLICATION aster Permit No. -6C f)r-r /7 � FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) 12W LG t rxy Phone 22 � Owner's Address V Ufa 1 W- 1QA1E1 C - -- PK-C- L92�1 j < 4E City &,69, reTAa& ' State - .' 47 s Zip _ '� ;13-C Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip j- FOLIO / PARCEL # 1152 d fp ll f 7 4 7 Is Building Historically Designated YES NO Contractor's Company Nam -Q ?4 "e-e- �` phone # QS f) Zd �' Contra tor's Address ' V Ltj I 0 City te_ Zip G7 S S Qualifier Nance i& Phone # ? D State Certificate or Re istr tion o. Certificate of Competency No. ql i© �Z�_ E- MAIL: � r T Architect/Engineer's Name (if applicable) Phone # sfaj 7 72- 7 Tr Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition KAlteratio ❑New e lace p ❑Demolition Describe Work: i L. Submittal Fee $ Permit Fee $ 1 , -mels CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 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 I t MAO Zip Application is hereby made to obtain a permit to s 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. 1 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good,faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site . for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature,' Owner or Agent Contractor The for oing instrument was acknowledged before me this The foreg g instrument was acknowl ged before e this& day of , 204r, by _b,,R r 6 n vZ �3EZG f day of 20 �, by who i person y nown to me r who has produced wh a ovally nown to a or wh has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: S Y'e ELOISE CUETO Sign: °'= Y Sign: �'. ENPIRES: June 14, 2010 m MY CO Print: oF�,`• Bondedihru P— u* UnMwom Print: MMISSION # DD 521200 My Commission Expires: ' r M Commi grdedThmNetary PublicUrderwriters Y XX %XY'KY) uaF • X Xi �: 7f .X X X • Y.XYX • X • XX X YYY Y. Y'iC %XY • X �: .X 7Y • X ]FX • X %> • XY • X�F 'k Y % %�p • X • XX1C • X ]: )•; FX • XXX��C�X %]:'>C 7Y 'XX X1C •X .X F •% • %XX1C • X • X %'1Y *X% • X fC* • XXXiY �. APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02 /08/06) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit PERMIT APPLICATION Master Perm No. _lQCQ FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) Phone # 3os' io - 2- , L Vv Owner's Address 5;W City M � a n►v, JIIL S State )) & Zip 3 � 3 Tenant/Lessee Narne Phone # E -MAIL: Job Address (where the work is being done) Ccn coL City Miami Shores Village County Miami -Dade Zip 3 �JI FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ! ��T",�,�Ca�� .flT Phone O s 4 'ZQ 2 Q Contractor's Address 4 SZ) �(/ (,(J S z City State Zip 33 O SS Qualifier Name Phone # 30 ,- 16 zp ZQ State Certificate or Re istrat'on No. ER, ®O 1�t ! Q — Certificate of Competency No. 4 7 4 116 - 0 D 01 Z E - MAIL: I Lc AG i © GCsLT I , f'1>, Architect /Engineer's Name (if applicable) Phone # 7,0 X6 -0 Value of Work For this Permit $ 6�� Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration [ Lv( Re air /Re lace p p E] Demolition Describe Work: 1 au CLA V VL 5t h Submittal Fee $ Permit Fee $ Z &0 �G CCF.$ D CO /CC Notary $ Training /Education Fee $ D• Technology Fee $ Scanning $ Radon $ 4 $ Zoning $ Bond $ Code Enforcement $ "le F�e Structural Review. $ Tot 11 FeJ Now Due $ � •l� VT U- V V[� See Reverse side -> MIAMI SHORES VILLAO 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 $2500, the applicant must promise in good that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n t be pproved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing inst - ument was acknowledged before me this The foregoing instrument was acknowledged before me this l day of 200 , by ��LUZ Uoh�' day of ( OkCr 2003 , by p NQE I RLMAA who is personally k own to me or who has produced who is personally known to me or who has produce z' - (0-1 -y As identification and who did take an oath. gyp_ sj 3dRCn as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Slgm� � a Sign: Print: _ ��')E`I,(`, '?4 ^_COMM N � ISSIO DD697359 I ,.�, vP � ° � ? Print COMMISSION#DD697359 :. `/ oe :c EXPIRES: ', � My Commission Expires: Www.AARONNorAR*m My Commission Expires EXPIRES: JULY 22, 2011 W w.AARONNOTm4am xr.;rr. isxxrxr. i; xr'. xxi: xxrgtrxxrr .xxxr.rierxiex *:xxi::e iexxiex ':r.x>:ra:Y+;rxi: xixxxcxr.xa': aixxt 9:r. isxxi;�i:a:ierr.':aFi:ierxxxr. iexx r. xie i:xxk ':xrxxx APPLICATION APPROVED BY 12®'x` Plans Examiner Engineer " Zoning (Revised 02 /08/06) 3= Inspection Worksheet Miami Shoves Villsge 011 10050 N.E. 2nd Avenue Miami Shores, FL x Phone; (305)795 -2204 Fax: (305)756 -$ yy Permit Type: Electrical Residential Inspection Date: February 03, 2009 Underground Rough Devaney, Michael inspection Type: 9 Owner. GARCIA, DORA LUZ BELLI Work Classification: AdditionlAlteration Job Address: 526 GRAND CONC Str ®et Miami Shores, FL Phone Number �— Parcel Number 1132060171421 Project: <NONE> -- Phone: 305-331-9876 Contractor. APL ELECTRICAL CONTRACTOR INC Building Department comments Inspector Comments Passed El cc Failed Correction Needed Re- Inspection F ee No Additional Inspections can be scheduled until re- inspection fee i4 paid. February 02, 2009 Page 1 of 1 �.. Miami Shores Village Pett#7 Tyj? Ctrlw = ReStd rttta f' 10050 N.E. 2nd Avenue ctr:Gfarfatro ilIiticr�fler�lLlfln ;1 i Miami Shores, FL 33138 0000 ;�; sx17#stcts1kPPR3lED . Phone: (305)795 -2204 ltael3a>Ie,.'t3128.. >: .. Expiration: 1f Project Address Parcel Number -- Applicant - ._...... ..... ......_- ---------------- - 526 GRAND CONIC Street 1132060171421 DORA LUZ BELLI GARCIA Miami Shores Village, FL Block: Lot: Owner.lnformation Address .............................. ............... ........ ............................ ................... Phone .................................. ................. Cel DORA LUZ BELLI GARCIA 526 GRAND CONC MIAMI SHORES FL 33138 -0000 ........................................................ ............................... Contractor(s) Phone Cell Phone :Valuation: $ 2,000.00 APL ELECTRICAL CONTRACTOR INC 305 - 331 -9876 Total Sq Feet: 0 Type of Work: ELECTRICAL Availab Inspections: Additional Info: GARAGE CONVERTION Inspection Type: Classification: Residential Underground Rough Final W. W Fees Due Amount Total Amt Paid Amt Due CCF $1.20 ..................... Education Surcharge $0.40 $ 0.00 $ 0.00 $ 0.00 Permit Fee - Additions /Alterations $180.00 Scanning Fee $3.00 Payment Type: Technology Fee $4.50 Total: $189.10 Nab MIAMI 4. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work, OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated November 03, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, November 3, 2008 1 SNORE& % C. y << MIAMI SHORES .� DEPARTMENT OF PLANNING &ZONING - 10050 NE 2 " Avenue OR Miami Shores FL 33037 -2304 www.miamishoresvillage.com David A. Dacquisto AICP, Director Main Number: 305 - 795 -2207 Fax Number: 305 - 756 -8972 PLANNING BOARD HEARING Miami Shores Village Town Hall Council Chambers 10050 NE 2 " Avenue Miami Shores actin July 24, 2008 tleNoi,,\ PZ -6 -08- 200884 F 6 liulutztber 11- 3206 -017 -1421 Dora Luz Belli Garcia A' lican Same Agent, r .4 Hector Solis Address'': 526 Grand Concourse legal -dcr�i w: MIAMI SHORES SEC 4 AM D P13 15 -14 LOT 6 LESS NE 40.517T & BLK 97 \ ALL OF LOTS 7 & 8 LOT SIZE IRREGULAR OR 15069 -1950 0491 1 e - 14,972 SQ FT tage 3,387 o f R - Future LWO V Single- family Residential Flood Zone: X D Fxlsting.' Single- family residential + mprebenxtue ;.' . Consistent with CP Use"' lean n rst��. x�n, , ,, T 1 story; 4 bed/3 bath Bunt 1948 , � *y \ w Special Approvals, Sec. 600: Sec. 523. Site plan approva l, Garage conversion. ired Approve, Approve with , Other, Required� ` Building Permits conditions or Den the Y A Application . David A. Dacquisto AICP, AD September 8, 2008 Director, Planning and Zonin Background The applicant is proposing to convert an existing detached garage into a den/library. The den/library does not include water connections or plumbing. The rear garage door will be removed and a block wall put in its place. Two French doors are to be added to the west elevation. The applicant will remove the asphalt from around the buildings to create a 5 foot landscape strip separating the buildings from the driveway and parking areas. The site plan shows a 19 foot driveway connection to the alley. Analysis The applicant will provide open parking for 2 vehicles on site. The driveway connection to the alley is 19 feet, 7 feet wider than the 12 foot maximum driveway to alley connection allowed by code. The building modifications are integrated into the design. The site is well landscaped and meets Miami -Dade requirements for landscaping. The proposal is consistent with the technical provisions of the Code except as noted. Recommendation Planning and Zoning staff recommends APPROVAL of the site plan with a finding that it is consistent with the technical provisions of the Code. However, the Planning Board must make a finding that the proposed improvements are harmonious with the community, as required in Section 523 of the Code and, in that regard, may add further conditions or delete or modify staff recommended conditions, deny the application, or continue the item for future consideration. Should the board find that the applicant merits approval, staff recommends that the following conditions apply: 1) Applicant to amend the site plan to provide for a driveway to alley connection that does not exceed 12 feet in width. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Page 2 of 2 PZ -6 -08- 200884 Garcia DEVELOPMENT ORDER File Number: PZ -6 -08- 200884 Property Address: 526 Grand Concourse Applicant: Dora Luz Belli Garcia (Owner) Address: 526 Grand Concourse Miami Shores FL Agent: Hector Solis Address: 4724 SW 67 Avenue Unit #6 Miami FL 33155 -6851 Whereas, the applicant Dora Luz Belli Garcia (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Garage conversion. Whereas, a public hearing was held on September 11, 2008 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to amend the site plan to provide for a driveway to alley connection that does not exceed 12 feet in width. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development Page 1 of 2 order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 11 day of September, 2008 by the Planning Board as follows: Mr. Abramitis Yes Mr. Powell Yes Mr. Reese Yes Mr. Sastre Absent Chairman Fernandez Yes Date Richard M. Fernandez Chairman, Planning Board Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ��ORif Phone: (305)795 -22044 Fax: (305)756 -8972 s Inspection Date: February 03, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Underground Rough Owner: GARCIA, DORA LUZ BELLI Work Classification Addition /Alteration Job Address: 526 GRAND CONC Street Miami Shores, FL Phone Number Project: <NONE> Parcel Number 1132060171421 Contractor: APL ELECTRICAL CONTRACTOR INC Phone: 305 - 331 -9876 Building Department Comments Inspector Comments Passed cc -° Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 02, 2009 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL tN N� Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 18 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: GARCIA, DORA LUZ BELLI Work Classification Addition /Alteration Job Address: 526 GRAND CONCOURSE Miami Shores, FL Ct.,,Phone Number rcel Number 1132060171421 Project: <NONE> Contractor: APL ELECTRICAL CONTRACTOR INC Phone: 305 -331 -9876 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 98098. NEEDS PLANS MD 05/07/09 Failed Correction Needed Re-Inspection Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. 1111_.. A t •t IIM 1"1. -.- .1.f -L .fn Inspection Worksheet ( 4 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F"it Phone: (305)796-2204 Fax: (305)756-89722 r .. ............. ---------------------------------------------------------------------------------------------- - ----------------- - - -------------------------------------------------------------------------- - ------- .... ................. ............... W Scheduled Inspection Date: May 07, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: GARCIA, DORA LUZ BELLI Work Classification: Addition/Alteration Job Address: 526 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: HOME OWNER Building Department Comments lnspec�• Comments Passed hl� Failed ��' �" Correction ❑ t I Ae Needed �� is �� Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 06, 2009 Page 2 of 25 Inspect ion Worksheet Mi"rni Shores Village 10050 N.E. 2 Avenue Miami Shores, F Phone: (30b 796-2204 Fax: (305)756-8972 Z " . ... ........ ..... ---------- ................................ ............. Scheduled Inspection Date: May 07, 2009 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: GARCIA, DORA LUZ BELLII Work Classification: Addition/Alteration Job Address: 526 GRAND CONCOURSE Miami Shores, FL Phone Number Parcel Number 1132060171421 Project: <NONE> Contractor: APL ELECTRICAL CONTRACTOR INC Phone: 305-331-9876 Building Department Comments Inspector Comments Passed � � � � ��.,v� Failed Correction Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 06, 2009 Page 24 of 25 r t t.. �_yit;; ?..':::::y:::::...•Y::: � : � ,.:,• � Miami Shores :r: es Villa e l r F 9 . ....:::.:.:.�:...�#'........... # ......�..... ��:.:: »::: •. a . 10050 �. N.E. 2nd Avenue { ..._ �sf . - Miami Shores F L 331 ! � 3 &0000 lee O -P H•. Phone: (305)795 F.0 [ • Y f9 R Expiration: 08/2 Project Address Parcel Number Applicant .................... .......... ........................................... ............................... ........_............ ......................... ................ ............................... 526 GRAND CONIC 1132060171421 Miami Shores, FL Block: Lot: DORA LUZ BELLI GARCIA Owner Information Address Phone Cell DORA LUZ BELLI GARCIA 526 GRAND CONC MIAMI SHORES FL 33138 -0000 .•..• ............. .....aaa...........«.....•..•.. s.. s::. a......•.•' iyf. �...... ay... �.::........ aa........ av::. �.:..::..» .a.:i..v:�G..........v.....�.»> ..... v.. v.::...........::::...vvva.::a. ... ....v .:. a.............:.. ............................... Contractor(s) Phone Cell Phone x _._mm.. : :... : ::w._..._ .. $ 600.00 HOMEOWNER ;Valuation: ................................................ ............................... ........................ 0 .......................... ............................... Total Sq Feet: R CON LLC (305)492 -2499 Type of Work: LOW VOLTAGE Available Inspections: Additional Info: Inspection Type: Classification: Residential Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W.W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $0.60 Education Surcharge $0.20 EL- 2- 09-34053 $ 110.05 $ 60.05 w< Notary Fee $5.00 EL- 2- 09-34053 $ 110.05 $ 110.05 $ 0.00 Permit Fee - New Construction $100.00 Scanning Fee $3.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $1.25 Total: $110.05 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 30, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 30, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 6$lEC��'E® Permit No. EL rj q'2„ -7�) PERMIT APPLICATIO FEB Master Permit N O. _ C ® ( 7 . FBC 2004 Permit Type Electrical Owner's Name (Fee Simple Titleholder) �� a 1. U al Phone # Owner's ddress City State 4 Zip L Tenant/Lessee Name Phone # E -MAIL: r Job Address (where the work is being done) `j (o City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �� Phone # Contractor's Address City State Zip Qualifier Name Phone # I State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # _ po Value of Work For this Permit $ 7s Square / Linear Footage Of Work: . f rry Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace , (� ❑Demolition Dearibe Work: r r..n dcie at de oFxxoroYzxxx &xxxxxxxxYxeY aYxxaYaexsYxxx4r de xde aY4c o:xxxoYxxxxxxxa� &x4a oYxxxxx:YxxYxxtx4exsexoY nYxa4x& S 0 Fees u , IRRa Fee $ � �i"I r Permit Fee $ l gV, r&y e CCF $ CO /CC Napry $ - Training /Education Fee $ �.� Technology Fee $ ".1 Sconing $ W Radon $ DPBR $ Zoning $ x -, Bo $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side 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 worf and irFSEa14os`rasitYdicated. 1 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 reinspection fee will be charged Signature Signature Owner or Agent Contractor The The foregoing instrument was acknowledged before me this 5 7 1 The foregoing instrument was acknowledged before me this day of _ , 20 , by O4A b �a#1 , day of .20 by R > who is personally known to me or who has produced 1 ! who is personally known to me or who has produced 551,74 As identification and who did take an oath. as'identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: , > „e„ MONICA�� # pp A93 Sign: r.e OMMISS t20.2009 Sign: pXplH Nypun Print: Print: � My Commission Expires: ,'At'•. My Commission Expires: xr. x4exxa:x>Y9:xacux xae>Y>:>exKU%' %dt dcxxxudexicxxx>: xxxxic 9: xac is is icx xxic 4e 4:x9txxxxx4cxicx9:xx�cxx4r 4ex>caexxxxxxxde>Yx xxa4xx>Yxxxzx &xaY>YxxsY>ex>ex APPLICATION APPROVED BY: .O�,,q-' .7_j L.-,.O ®P lans Examiner Engineer Zoning (Revised 02 /08/06) VILLA GE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: �` DATE: Z� I ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a cornmercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this cons ction Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstate `ent of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 1 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure ets the minimum code. Initial 5. 1 understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to.-worlanen's compensation. And if they do not posses a wo en's policy I could be held liable for all doctor and related cost which coullude loss of wages during recovery from. injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obt ' ing the proper permits by licensed contractors. Initial Was acknowledged before me this c 5 day of Un , 20 V By L\) bdl who was personally known to me or who has Produced there License or �. �j'�j (�� 4 as identification. OWNER 'NOT Y GOMM OC�ob n�� °�nae . y ems• ��EXQ ESN ryeu Oc t w isil INEENIN RVICEI PROPOSED GARAGE CONVERSION FOR: MRS. DORA LUZ BELLI GARCIA 526 GRAND CONCOURSE MIAMI SHORE FL 33138 Date: 04/28/08 ECOVED S 2 42000 STRUCTURAL CALCULATION •• ••• .: '.' : : ..• ••• ; ; 0 ••• •• ;• • • MISAJEL. OIQ E21 SUEZ, P. E. '.' '.• • :•. ' : 0 : FL PROF. REG. 64051 • PAGES . . •:• " •• • • : ' '•: ' • • . 0 ; • • Project: DORA LUZ ti Project No.: 08 -028 Desian Parameters • Florida Building Code (2004) • Wind (Garage) • ASCE 7 -02 • Wind Velocity 146 MPH • Category II • Exposure C • Kd 1.0 • Concrete Strength at 28 days - 3000 PSI • Reinforcing - 60,000 PSI • Masonry— F'm 1,500 PSI (F'c= 1900PS1) • Design Loads o Floor Loads • Live Load 40 PSF • Dead Load 30 PSF • System Load — See Plans • Presumptive Soil Bearing Capacity — 2000 PSF % 5/2/2008 WIND02 v2 -17 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: M.R Company Name: Miami Engineering Services Inc Description: DORA LUZ User Input Qata Calculated Parameters Structure Type - Building Import F actor 1 Ba Wind Speed M - 146 mph Hu rricane Pro R egion (V> mph) Struc Category (I, II, [[[, I II _ T able 6 -2 Values Exposure (B, C, or D) - C A lpha = 9.500 Struc Nat Frequency (n1) 1 Hz zg = 900.000 Slo of Roof 4.0 :12 Slope of Roof (Theta) 18.4 Deg T ype of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht ) 9.00 ft Ridge H eight (RHt) 13.00 ft Mean Roof Height (Ht) 11.50 ft Width Perp. To Wind Dir (B) 24.00 ft At = 0.105 Width Paral. To Wind Dir L 16.00 ft -- Il Bt = 1.000 B = 0.650 Calculated Parameters Cc = 0.200 Type of Structure I = 500.00 ft Heigh t/Least H o ri zontal Dim 0.72 Epsilon _ 0.2 Flexible Structure I No Zmin = 15.00 ft Gust Factor Category'' l: Rigid Structures -, Simplified Method Gust1 I For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category: Ii: RI icl Structures - Complete Analysis Zm Zmin 15.00 ft I zm Cc * (33/z) ^0.167 0.2281 Lzm 1 *(zm /33) "Ep silon 427.06 ft Q (1/(1 +0.63 * ((Min(B,L) +Ht) /Lzm) ^0. "0.5 - Gust2 0.925%1 /(1 +1.7*3.4*lzm 0.8978 Gust Factor Summa G Since this is not a flexible structure the lessor of Gustl or Gust2 are used 1 0.85 11 Fig 6-6 Internal Pressure Coefficients for Buildings. Gcoi Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 j5 ffcIbUcCBgflI0ki99 . 0 0.18 •. • WIND PRESSURE : ; •• �: : ; tAiami Engineering Services Inc Page No. 9 of 3 ••• • • • •• 5/2/2008 WIND02 v2 -17 Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.6.12.2.1 Design Wind Pressure - Buildings of All Heights Elev Kz Kzt qz Pressure Ib /ft ^2 Wi ndward Wa Lee ward Wall Total Shear Moment ft Ib /ft" 2 +GCpi -GCpi +GCpi -GCpi + /-Gcpl (Kip) (Kip -ft) 15 0.85 1.00 46.32 23.16 39.84 -28.03 1 -11.35 51.19 18.43 138.20 ° Note: 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) T eta B h 0 Z I - 14 L Variable . Formula - value Units Kh 2.01 *(15/zg) ^ /Alpha) 0.8 Kht Top factor (Fig 6-4) 1.00 Qh .002 *(V) ^2 *1 *Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V ^2 *1 *Khcc *Kht *Kd 46.32 psf Wail Pressure Coefficients, Cp Surface C Windward Wall See Figure 6.5.12.2.1 for Pressures 0.8 Roof Pressure Coefflclents Cp Roof Areas . ft.) - Reduction Factor 1.00 Calculatlons for Wind Normal to 24 ft Face Cp Pressure {psf) Additic rraf Runs may be regV for other wind directions +GCpi - GC :.t_ Leeward Walls (Wind Dir Normal to 24 ft wall) -0.50 -28.03 -11.35 Leeward Walls (Wind Dir Normal to 16 ft wall) -0.40 -24.09 -7.41 Side Walls -0.70 -35.90 -19.22 Rogf W. irld Normal to Ride heta > =10 - for Wind Normal to 24 ft face Windwar - Min l) • • • • -0.63 -33.04 -16.36 00 -0.11 -12.71 3.96 Windward fMe0p; * ... Leeward Normarro RTdge • 0 : 00 -0.58 -31.25 -14.58 Overhang Top (Windward) -0.63 -24.70 -24.70 Overhang Tpp ,,(Leeward).. -0.58 -22.92 -22.92 Overhaha Mt1b rp (A ort W only) 0.80 31.50 31.50 • oof ! Wind takillel o RiQ All Theta -for Wind Normal to 16 ft face Dist from Windward Edge: 0 ft to23 ft% Max Cp -0.18 -15.43 1.25 3 Dist frorg • Vyir dward Edge:0 ft to 5.75 ft - Min Cp -0.88 -43.12 -26.44 • • � WIND PRESSURE : ; • •� : : : : j Miami Engineering Services Inc Page No. 2 of 3 • • • . •� 5/2/2008 WINDO2 v2 -17 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Dist from Windward Edge: 5.75 ft to 11.5 ft - Min Cp -0.90 -43.77 -27.10 Dist from Windward Edge: 11.5 ft to 23 ft - Min Cp -0.50 -28.03 -11.35 Dist from Windward Edge: > 23 ft -0.30 -20.15 -3.47 " Horizontal distance from windward edge Flaure 6 -11 - External Pressure Coefficients, GCP Loads on Components and Cladding for Buildings w/ Ht <= 60 ft i 5 Ht i 4 4 2- 1 ; i .5 t a a a � a a Hipped Roof 7 < Theta <= 27 a = 1.6 =_> 3.00 ft Double Click on any data entry line to receive a help Screen Component width span Area Zone GCp Nind Press (lb /ft^_ (ft) (ft) (ft ^2) Max Min Max Min WALL 1 9 27.00 4 0.92 -1.02 51.13 - 55.76 - - - -- - - - -- 1 9 27.00 5 0.9 -1.25 51.13 -66.13 - 0.00 0.00 0 .00 -- _ - -- -- WINDOW Z-4 2 5 10.00 4 1.00 - 1.10 54. WINDOW Z -5 2 5 10.00 5 1.00 -1.40 54.66 -73.19 DOOR 2-4 3 7 21.00 4 0.94 -1.04 52.02 56.66 DOOR Z -5 3 7 21.00 5 0.94 -1.29 52.02 -67.92 -- -- - - -- - -- - -- _ 0.00 DOOR - 1 - 2.5 7 17.50 5 0.96 -1.31 52.67 -69.21 0.0 0.00 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. USING 10 SF FOR WINDOWS AND 21 SF FOR DOORS 00 0 • • ee . • e : eee •• • •.• . e • see r WIND PRESSURE • • • : i `• • • �Vliemi Engineering Services Inc Page No. 3 of 3 •ie •• •• • e • � • • • • e% a e •: Title : DORA LUZ Job # 08-028 Dsgnr: MISAEL RODRIGUEZ Date: 10:40AM, 2 MAY 08 Description Scope: Rev: 580000 User. KW-0605358, Ver5.8.0, 14) P 1 ec -2003 Masonry Wall Design (c)1983 -2003 ENERCALC Engineering Software calculation.ecw.Calculatiom Description MASONRY WALL DESIGN R General Information Code Ref: AC1530-02 r Wall Height 9.00 ft Seismic Factor 0.3300 fm 1,500.0 psi Parapet Height 0.00 ft Calc of Em = fm * 900.00 Fs 24,000.0 psi Duration Factor 1.330 Special Inspection Thickness 8.0 in Wall Wt Mult. 1.000 Grout @ Rebar Only Rebar Size 5 Medium Weight Block Rebar Spacing 40 in Equivalent Depth to Rebar 3.810 in @ Center Solid Thickness 4.700 in Loads Uniform Load Concentric Axial Load Wind Load 60.000 psf Dead Load 200.000 #/ft Dead Load 0.000 Wit Live Load 300.000 Wit Live Load 0.000 Wit Load Eccentricity 0.000 in Roof Load Roof Load Design Values E 1,350,000 psi Rebar Area 0.093 in2 np 0.04370 j 0.91495 n: Es/Em 21.481 Radius of Gyration 2.521 in k 0.25514 2 / kj 8.56756 Wall Weight 53.000 psf Moment of Inertia 358.350 in4 Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2) * Spinsp 339.88 psi Allow Masonry Bending Stress = 0.33 fm * Spinsp = 495.00 psi Al Stee Ben Stre = 2 4,000.00 psi Load Combination 8r Stress Details Summary Axial Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# Ibs psi psi psi DL + LL 0.0 500.0 0.0 0.0 8.87 DL + LL + Wind 0.0 200.0 0.0 0.0 3.55 DL + LL + Seismic 0.0 200.0 0.0 0.0 3.55 Between Base & Top of Wall DL + LL 0.0 738.5 0.0 0.0 13.09 DL + LL + Wind 7,290.0 438.5 22,486.4 358.6 7.77 DL + LL + Seismic 2,125.0 438.5 6,554.8 104.5 7.77 Summary 9.00ft high wall with 0.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 40.00ino.c. at center Max. Bending Compressive Stress ......... 366.33 OK Allowable .................... 658.35 OK Max. Axial Only Compressive Stress ......... 13.09 psi Allowable .......... 339.88 OK • •' Max SteetBendlr�g Stdaso P. ,r ... .... 22,486.41 psi • ;AlloUbb ;�;.�01 :.: 31,920.00 OK see . so 0 Title: DORA LUZ Job # 08-028 • Dsgnr: MISAEL RODRIGUEZ Date: 10:40AM, 2 MAY 08 ' Description Scope: Rav: 580000 - Page 2 User. KW- 0805358, Ver5.8.0, 1- Dec-2003 Masonry Wall Design g (c)1983 -2003 ENERCALC Engineering Software calculation.emCelculations Description MASONRY WALL DESIGN Final Loads & Moments Wall Weight moment @ Mid Ht 238.50 Ibs Wind Moment @ Mid Ht 7,290.00 in4 Seismic Moment @ Mid Ht 2,125.04 in4 Dead Load Moment @ Top of Wall 0.00 in4 Dead Load Moment @ Mid Ht 0.00 in4 Total Dead Load 200.00 Ibs Total Live Load 300.00 Ibs Live Load Moment @ Top of Wall 0.00 in4 LiveLoad Moment @ Mid Ht 0.00 in4 Maximum Allow Moment for Applied Axial Load = 7,780.70 in4 Maximum Allow Axial Load for Applied Moment = 19,169.05 Ibs 0 0 0 060 i i ••• 0 ••• •• • •• 0 • • • i i•i • •• ••i ••i ••• i i ••• • ••• • • • • i i • • • ••• • i • • • • • • • • ••• • • • i• •• 0 • • • •i• 0: 0 ••• •i• ••i •• • d AN 0 7 2009 J . MU4MaD1AD BY: -- ------------------ MIAMI DADE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buld'codeonUne.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 (AHn. 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 AHd 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 SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -10, titled "Alum Single Hung Window, Impact", sheets 1 through 11 of 11, dated 911105, with revision B dated 11113/06, prepared by manufacturer, 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 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. N 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 E b y the manufact� nor its distributors and shall be available for inspection at the job site at &g regq} t A hj B, W g; 2fficial. This NOA revises NOA # 05- 1018.01 and consists of this page 1 gpd evj4edc4p4M P.-l: F.- -2 E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E Atj b • • '�: •`�'! ®A•0?- 0322.06 •� . • • K e March 23, 2011 pp v te: June 07, 2007 Page 1 V. . . •... •..... 0000•• ••• • e 0000• � 0000 0000 0000• • • • • 0000 0000 � • • 0000•• so* 000000 •• • 0000•• • • 0000 0000•• s r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., -Test Report No. FTL4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No F rL -4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No FIT.- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (SubmOted under previous NOA #05- 10M01)� '1JO Q6M . ......... . .. . ... perKP • ' ' ' prddud.Cdn*d • • • • ' ROA No. 07- 032246 Expiration Date: March 23, 2011 ... . Aplwyal Date: dune 07, 2007 .. . • • . . • 00 0 00 d � � P'GT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED S. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS =-94 along with marked up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 4647, dated 08/11/05, signed and sealed by F,dmundo Lar wspada, P.E. (Submitted under previous NOA #05- 101&01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Subm%d under previous NOA 005- 1018.01) 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No- FTL4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-101&01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing P�oMry, Tegt fturrt No. FTL- 4649, dated 08/11/05, signed and sealed by Ednluindal;•at� (Submitted under previous NOA #05-1018 OI) . .. .. • • e • . . .... . . NQA 1%1.6 22.06 Expiration Date: March 23.2011 Approval Date: Jane 07, 2007 . . . . . . . . . . . .. .. . . . .. .. PGT Inds NOTICE OF ACCEPTANCE: _ EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. VM 4646, dated 08/11105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 11. Teat reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Iargaespada, P.E. (Submitted under previous NOA 905- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -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 01/05/06, expiring on 12111/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their "Soluda Interlayer" dated 03/04/04, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03 /16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER L Notice of Acceptance No. 05- 1018.01, issued to PGT Industries for their Series SH 700 Aluminum Single Hung Window — L..M.L, Mwyed gn 0.3/V/96 aptl expiring on 03/23111. • . . ......... •. P.E. ...� r • • • • • • •140 } � (� Expiration Date: March 23.2011 Approval Date: dune 07, 2007 . . . . • • . . . . . .. .. . . . .. . • ... . . . ... . . I A& GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WNNDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 8/18' LAND CONSISTING OF (2) LITES OF IW ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR &APLEMEEPSAFE MAMMWN PVB INTERLAYER. B. SIB' LAMP CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/B' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAPUDUKEEPSAFE MAXIMUM PVB NTE RLAYER. C. SMS' LAMI CONSISTING OF (2) LLTES OF 1/8' ?WAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAVER. • • • • D. 7118' LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SSE MAXIMUM PVB INTERLAYER • • 1- 718' LAW CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN MO DUPONT BUTAC17E OR &AFLEpGq&TE • • • • • • • • • • MAXIMUM PVB. • • • • • • • • F. 711W LAMI CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLE)=MlAFE MAXIMUM PUB INTERLAYER. • • • • G. 13/18' LAMI IG: (1) LITE OF lAr HEAT STRENGTHENED GLASS, AN AIR SPACE AND 8/18' LAMB CONSISTING OF (2) LITE$ OF 1/8' ANNEALED GLASS WITH A • • • • • • • • • • • • • • • 090 DUPONT BUTACITE OR SAPLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. • • • i • • NOA DRAWING MAP. K 13115' LAMI IG. (1) LITE OF IV HEAT STRENGTHENED GLASS, AN AIR SPACE AND S16' LAMI CONSISTING OF (1) LITE OF 1f6' ANNEALED GLASS AND (1) LITE OF 1f8' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. • • • • • • • • • 1.13118' LAMI IG: (1) LITE OF 1fi' HEAT STRENGTHENED GLASS, AN AIR SPACE AND SMW LAMI CONSISTING OF (2) LITES OF 118' HEAT STRENGTHENED GLASS • • • • • • t AZING DETA9 _ 8 E s >r • WITH AN .090 DUPONT BUTACITE OR MAAMMUM PVB INTERLAYER. 669060 0681GN ETAILS. a +�s • • J. 13/18' LAMI IG: (1) LITE OF 1f8' HEAT STRENGTHENED GLASS, AN ASR SPACE AND 7118' LAMI CONSISTING OF (2) LITES OF 3018' ANNEALED GLASS WITH A • • J780 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. • • • • ftEV "'a* "VW • • K 13118' LAMI IG: (1) UTE OF 1/8' HEAT STRENGTHENED GLASS. AN AIR SPAN AND 716' LAW CONSISTING OF (1) LITE OF 3M6' ANNEALED GLASS AND (1) LITE VERT. S ONS.- ......... a• OF 3M6' HEAT STRENGTHENED GLASS WITH M.090 DUPONT BUTACITE Olt SAFLEXIKEEPSAFE MAXpNUM PVB. • • • • • • HORMPSECT1ONIS_.„..— l L 13f18' LAMI IG: (1) LITE OF 1G' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7118' LAW CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS i • i P � µis •ws � i • WITH AN .090 DUP BUTACI OR 8AF LIDUKEEPSAFE MAXIMUM PVB INTERLAYER • CO DETA& _ 7 • ®M.13118 TE OF E ANN GEAR SS AN AIR SPACE AND Sf16' LAMI CONSISTING OF (2) LITES OF V8' ANNEALED GLASS WITH AN = DUPONT S*AACfie QIt !! • • • �,� • • • 2. CONFIGURATIONS:'OX' (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH BILL OPTION) • • • • f ®3. DESIGN PRESSURES: (SEE TABLE$, SHEETS 3) a A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES AST'M E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D82 Y 4. ANCHORAGE: THE 3310396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQLNRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FT L -4848, FTL -4848. FTL4847, FTL- 4848, FTL -4M, FTL-46W. FTLA881, FTL-4M FTL4W, FTL4M AND FTL-0083. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL rftQM ' o �tomdNeawkr s• Partd. e. SERIESWOOEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. Amt ce� S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY g ® HURRICANE ZONE (HVHZ). TEMMU srME GENERAL NOTES FJC fVOW B NCKMMFL•{7l6 rem water am 7 ALUM. SWGL.E HUNG W/NQOW IMPACT PJG tam A AODFIL.tT�9TDAM7TE'7. Po Box f/�Beuer . ,� •„ Ro�t LGmi4P¢ FJG &W J.L N i1L4Z7! 310700 AIMS 1 • 11 4046 B DAW ® NOTE: 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3118' VVITH NO CHANGE IN DESIGN PRESSURE. 41 Ire NOM. � 11Y NOM. . • .. GLASS BITE GLASS BITE • • • • •••• ••••s• .. . (ALL ses� • • •••• •••• • • • • • • 80,81 or 82 83,84 •••• •••• ••••• •••••• ••. . .•••• 70 70 •• .. •• .....• 118' ANNEALED OR HEAT STRENGTHENED GLAD Lfl 3118' ANNEALED OR HEAT STRENGTHENED &A *000 • 090:0 V 086 SOLUTIA OR DUPONT PVB INTERLAYER Ott SOLUTIA OR DUPONT PVB INTERLAYER • • 118' ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED JAS.8 • • • • • • � 7[ - �= 611 W NOW 7118' LAMINATED • • • s • • 5/18" LAMINATED GLASS 7118" LAMINATED GLASS ' .. 1#7 NOM. ire NOM. 48 GLASS SITE @ GLASS SITE 38 —� 38 $8,87,88 OT 92 89,90 or 91 0 2011 f-1 /8' ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 3118' ANNEALED OR HEAT STRENGTHENED GLASS 8118' LAMINATED 7118' LAMINATED AIR SPACE AIR SPIN 1A r ANNEALED OR HEAT STRENGTHENED GLASS® 118' HEAT STRENGTHENED GLASS 13118' NOM. 1311(r NOM. 4 �� 13/18° LAMI IG GLASS W/ 5118" LAMA 13/18" LAMI IG GLASS W/ 7/18" LAMI TECHMMXWOMM o� OL.AZNNQ DETAILS F 4Vl8W & AVO $IEW 0 7000LAARL&G A98 dLAWIGMON ' R•a m m Vv F F�x tMW a A�QtfAllflC3i S/NQLEHUAll3WH1tDOW IMPACT PZ FE WM2 F.K ! u 9AL w two Fi�1 2 � 11 4000 9 smeoe"at IM FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 7. BASED ON FLANGED WINDOW TIC TO-TIP FRAME DIMENSIONS WINDOW HBOHT WIDTH GLASS TYPE or or or 7(" 72" 74' 78" MEETING RAIL 48. A,S.M - +8IL0 +80,0 70.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +60,0 -80.0 +80.0 I 40.0 89" A +79.01-79.0 • • • ° +eo.o �.o t�.o 70.0 +eo.a 4o.a +�,0 7ao +eoo 70.0 +so.o 40.0 � 82" AB-M +80.0 70.0 +80,0 70.0 +50.0 70.0 180.0 70.0 +78.8 78.8 +77.9 77.3 +76.91-75.91 ti- • • p 1f8 A- &M +80,0 70.0 +S0.0 70.0 +78.8 78.8 +78.2 78.2 +76.8 76.8 +78.4 78.4 +74.0 74.0 • • .' ' ' UP TO 8.9 C.D,E,F,G.KtAKL +80.0 70.0 +80.0 -80.0 +80.0 W o +80.0 -Wo +80.0 70.0 +80.0 70.0 +80.0 70.0 • • • • • • • s • • • • • • • • STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION ® TABLE 2. • • • • i ° ° ° ° BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS • • • • • • • • s • ° ... • • WINDOW HEIGHT • • WIDTH GLASS TYPE 38 318" 44" 80 818" or 72" 74 �" MEETTPRG Fes. • • i • • • • • • 48" AS.M 80. +0 70.0 +80.0 40.0 +80.0 40.0 +W.0 -W.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0 ' or A,B,M +$0.0 4-M.0 80.0 70 0 +80.0 70.0 179.8 78.0 t70.0 70 0 +70,0 70.0 +70 0 70.0 ' • • • • • • • a i • 82" A B,M +w.0 80.0 -0.0 +80.0 40.0 +78.9 78.9 +70.0 70.0 +88.8 78.8 +87.8 77.8 • s &B,M 80. +0 80.0 70.0 +80.0 -80.0 +78.0 75.0 +6&0 7&0 +68.T 88 7 +88 8 48.6 C.D,E,F.'O.KLJ,KL + 80. 0 80.0 70.0 +80.0 40.0 +aa.0 70.0 +70.0 70.0 t70.0 70.0 +70.0 70.0 • ° • • • • • • p CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS w WINDOW HEIGHT MINUS BASH HEIGHT ( MAX. WINDOW HT. Wl SASH m 78" FLANGED AND 78" INTEGRAL PIN) - . r � MINUS WIDTH GLASS TYPE 171f8° I 2211M8" I 28 3118" I 333W I 39 8118" 4413118" I 80 318" I 8818118" _ BASH 83118" D,E,F,J,KL 1800 40.0 +80.0 -80.0 +80.0 1 7 &0 1 +80.0 1 70.0 1 +70,0 70.0 +70.0 1 -70.01+70.01 70.0 +70.0 70.0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. "X" H A. 6f18' LAMI - 1( /8"A,.090,1/rA) _. _.. -_ ._.. - .__ -. _.__ ..... F TL4847.4648, 4723.4987 S. 8118" LAMI - (118A,.090,118"H8 ) FTI_-464 4848 -- C.6/18 ' LAW - (i/VHS,.090,lArHS) --_--. F74 4847.4848 D. 7/18" LAL@ - (30 1M.090. XIWA) - ML4645, 4886 - -- -- -- ___ E. 7116' LAMS - (3H8'A, 0K 3f18°HS) F. 711W L - (3H8"HS_.0 3/ 6W) F7L4646 G. 13flW LAMI 10 - 1 /8'HS. AIR SPACE, 6118' LANI -(1i8 A,.090,1i8"A) ^ - - -- - FIL- 4846.4723 Ceie H . 13/18" LAMI IG - 118'HS, AIR SPACE, 6/18' LAMI - (1/S"A,.090.lffHS) FTLAW ill L 13116" LAMI 10 - 1/8"HS, AIR SPACE, 5/18" LAMI - (1!8"HS..=.1/8'HS) F71,4646 . n?j/l J. 13118' LAMI 10 - lWHS, AIR SPACE, 718" LAM[ - (311 .M, 3f18"A) FTL4649, 40M K. 13f18' LAMI I3 - 1/8"HS, Aft SPACE, 71W LAMI - (3/18A,.090, 3(16"HS) T_ FTL�4B49, 4680, 4988 L 13/18' LAMI 10 - 1/8"HS, AIR SPACE, 7118" LAMI - 18°H8,.090, 3116'HS - - FTL -4849, 46! M. 13MS LAMI 10 - 118 "A, AIL SPACE, 6/18' LAMI - lA A,. =. 1/8"A FTL-M NOTES: L WINDOWS WITH THE LOW SRL OPTION ARE LII M TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN 9 PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP-TO-TIP FRAME DIM0MONB. ® �� -�►� 3, AVAILABLE SASH HEIGHTS FOR CUSTOM WIDOWS ARE 12 818' MINIMUM TO 39' MA WUM.A 000Yiva E3lONPRE35lJRES F,IL it/iSA19 B NOIODAMPL3g76 •° ALLM SW(XEHLWG WINDOW, IMPACT FJR: A Fit- gR97OG6tA89TYPF8AM�Gi P�'� � Robe�lLOMrkP.9. FJC ahAB7 FLBf�t 1/6tddjBemer 8)ODD AfTS 3 • 11 4040,20 B 83118' MAX. FLANGED WIDTH 82118" MAX. I.F. WIDTH 49 818" MAX. FDIED D � C - n DLO (ALL) TV T8" MAX mi 78" 8ABL IF. O O // LF. ��A A �� ►. •.•..• A TABLE O A TABLE • • • • ® 78' 78'MAX • w • FLANGED FLANGED FL1NGE➢ • • • • • HEI • • HEII Wr • SEE DLO 33 118' • • • MAX ►..• • •• •e.•• TABLE X j SEE DLO // SEE DLO AA' • • (MAX.) TABLE X E / NO 4 TABLE X /► • � • 4 • • • • • • • •► 4B1/4'MAX • • •.••.• •••••• �( DETAIL D AI • •••• i•.•.i / DETAIL A VIEW (STANDARD SASH) RADIUS TOP STANDARD H ►' • ► ,/ 111 ► ' f — 8 E-1 opswe 1 l.F. LF. 341 LOW HIGH +P: ABLE O ® ABLE O E ® DETAIL /2° 34 3118" su TW I NAX TW MAX B 41618° 411/4" FLANGED RANGED C FLA 41114" 40 7i8" H HT HE D 52 518" 5211118' E /4" 5118" SASH'S 2(r LOW HIGH SEE DLO TABLE X SAS SEE DLO TABLE X j SASH DETAIL SILL SILL G�o HEIGHT HEIGHT A 34 U2" 34 3118" e S 27711 27118" DETAIL D DETAIL E c D 1 - 27118" 8 3/8" 163/4" VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH ) E 18 316 — 1 - S W" I TABLE IL NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWB�C /' 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE FORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WM"" (DETAILS B & C) ARE BASED ON A THREE OdBt TWO FORMAT. URDIECKNOLOW Fx lamas a ADD IN 8WAtAN VElMW r�.AVWMAWK0M� aaM ELEVATIONS ALUM. SINGLE HUNG WINDOW /WACT Robmt L Calk P.B. Fx vase a 1wDanxnFSr • Fx BHaB ,I L Z'�9i0T 9►9an HITS 4 • 11 404 M 9 I I+-- 2.7W —+{ NOTE: MIN. (1) SWEEP LATCH AT VENT COOERUNE OR I OPTIONAL BOTTOM LOCKS, (1) W FROM EACH SIDE OF SASH. 27 NOTE: BALANCE PARTS USED 1 INSIDE INSID MAx VENT DAYUGiW OPENiId(i ® BASED ON SASH WEIGHT 31 9,10,19,15,18 MAX mm LITE •.•• 7,8OR17 25 DAYUGHT ••• i••••. • OPENING •••• •e ••••• I OUTS • • I 0 • • • • ••••• 25 MAX FIXED LTIE DAYUGHT OPENING - 0 • MAX. WIDTH • • • 8 • • SECTON A A . . *000 ... QurswE INTEGRAL FIN (I.F.) FRAME SECTIONS ® � � BIQE • 0000 � Lose 23 •• • •• 0 • 47 50 • • • M1AX. HEIaHr 21 I HIGH OUTSIDE I y I LOW MAX T_ DA� 49 aI H SILL R HEAD JAMB oursrDE OPENING — — — — — — _ — — — � 2.71G ALF. FRAME q 28 q UVIM 53 OUTSIDE I >+ 8 ,ear 53 It 52 (LOW SILL) (�aH SILL) 63 SEE NOTE ABOVE 54 84 3 3p 12 ULTRAUFT 89 87 ULTR SECTION B-B ONLY 12 ONLYALIFT SECTION C-C (LOW BILL SHOWN) ALTERNATE HIt SILL (HEAD DETAIL I FLai� VERSION) T '° o vs�ISme F LF a ca auv7eeAC C �aluerla ALUM. SIMGLE HUMG W/NDOW IMPACT aobml Cw k F.JL 1 . F tom OCHNG07N/98Faw .K S� amw & 000 F� 5 + ll 404D,Za a smmuea� i ITEIA IMNQ0 N Pam RESA DWG.# D�TION PGU 1 4002H FLANGE FRAME HEAD 612225 60 1838 SCREEN SPLINE -.138 DIA HARD S1SWK 2 1155 #8 X1A00 QUAD PN. SMG 781POA 81 SCREEN CLOTH 81818 3 4003C FLANGE FRAME BILL (LOW BILL) 612226 83 805 GLAZING CHANNEL (AM X.800 8833402 8 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1828 84 1161 #8 X1.000 PH. BUGLE TEK 70eX7 8 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE, IlIS X111 -7116 LAM 10 7 4026 SASH STOP 612244 ® 68 4051A BASH BOTTOMRAL (I4WSLL) • • • • 09851 • • • • 8 4026 SASH STOP GRESS)1.125 LONG 812244 09 4050A FLANGE FRAME BILL (HIGH BI.L • • • • • 84pb0 • 9 4029 SPIRAL SALANCE, 3B", 6W, OR 11118" 70 8I.ICONE DOWS99. M OR EQN. U • 10 1080 BALANCE COVER, 318° OR OW SBALCVR91S 90 A GLASS, SM8" LN 1B"AM PVB,IJS • • • • • • • • 11 88X.780 PH. PN. SW 7B34AA 81 B. GLASS, 5M6° tA9"A,.080 PV8,118'Iis) • • • • • • 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C. GLASS, 5118" LAMI, I/8°HB,M PUB,1B"HS • • • • • • • • • 13 08811 BASH TOP GUIDE 42604 ® 83 D. GLASS, 7118" LAM IWA.080 PV6,9f8" • • • • • • • • • • • • 18 08 X 1 PHILLIPS FLAT HEAD S. 8TL 78XI FPAX 84 E. GLASS, 7MS• LAM (lArk090 PVB,1B"HS) • • 18 1 1080 -9 ISALANCE COVER, 11116" OBAI.CVM70 ® OF F. GLASS, 7118° LAM, 1f8"H .A= PVB,INH • • • • • • • • 17 4053 SASH STOP COVER 64063 86 G. GLASS. 13MS" LAM KG; IN WS, AIR SPACE, 8118 villrkM PVB,IAG"A) • • • • 18 4020 -1 SASH BRACKET 7ULBRKT 67 H. GLASS, 13M8" LAM Kk iffH8, AIR SPACE, BHS° PVB.I"S) • 19 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 88 L GLASS, 13MS• LAM A 1WHS, AIR SPACE, 5118" WA, ,.090 PYB�1� • • • i • 21 40640 FIXED MEETING RAIL 640540 89 J. GLASS, 13116' LAN K3 INNS. AIR SPADE, 7118" 61A"090 • 23 4006C SASH TOP RAI. 64006 90 K GLASS, 13118" LAM IG, I18"HS, AR SPACE, 7118 "IAM, (BMAPA.090 PV8.3018`1 • • • • • 25 1236 VWM.,.170 X.270 BACK, FIN SEAL 878188 91 L. GLASS, 13/18" LAM !EIM SPACE, 7118" (311 S «090 • 28 IM -SWEEP LATCH 71098 92 M MASS, 13118" tG lArP, AIR SPACE, WW LAM, Al"A.090 PVB,19 • 27 1016 #S X.828 PH. FL. SMB 7888 28 4007 SASHBOTTOMRAI-(LOWSILL ) 612230 —23801 7 30 1226 WSW, BULB %Qm OTM48 31 4008 SASH WE RAIL 612231 34 1288 SASH FACE GUIDE 42501 36 1822 LAMI SETTING BLOCK 31W X26184 X 1" 71622K I r 36 1062 LAW IGSErnNG BLOCK I "X3WX1M6" 71062K 37 1224 VINYL GLAZ. BEAD BULB 8TP247WJC ! 38 1225 VINYL GLAZ. BEAD BULB STP248K 41 40398 GLAZING BEAD, 6116 LAIA GLASS. 840398 47 FRAME. I.F. HEAD 42 40448 GLAZING BEAD, 6MS LAM W GRILL KIT 844703 #4071A.8083 -78 44 4222A GLAZING BEAD, 7116" LAM 84222 FRAME, I.F. LOW SILL 7--1 45 9850 GLAZING SEAR. 7118" LAN VWGRILL KIT 8988 #4072A 8D83 -T8 46 4067 GLAZING SEAD.13M8" LAN I.G. 84067 47 4071A FRAME, LF. HEAD 04071 8 y�y 48 4072A FRAAE LF. LOW SILL 64072 - 2X4- 81 �1Plwl� 49 4073A FRANC. i F. HUGH BILL 64073 Pb �Er 50 40748 FRANC, LF. JAMB 64074° • 62 4009 SI.L LATCH (EGRESS (LOW SILL) 764009 .082 NOM s� 53 1088 SPRING. S0.L LATCH (EGRESS) 78PRNO THICBNf88 4 54 2740 SILL LATCH (HIGH SILL) 62740 2 1 56 1014 SCREEN FRAME "X & VER.) 61014 Ag2 NOM 58 1630 SCREEN CORNER KEY9ING6 71830 TFIpVIR NESS 57 1631 ISCREEN CORNER KEY WIOUT RINGS 71631 58 1073 ISCREEN SPRING 7CASP 69 1624 ISCREEN SPLINE -.135 DIA FOAM I 61624K FRAME.I.F.JAMS 48 FRAME. I.F. HIGH SILL A S #40748, 6003-TB ® 94073A, SW3-T8 (USED AS RADIUS TOP HEAD) lomw T �� FK 91J18R7B B 7 9 N018 0.01770 vo aqx tOf ALU M. S/NQLE HUNG WINDOW, IMPACT Rob.WlL Ckft P.E. A FK t?M1B CMWYl1E7H1989ff8T R.BariBatmr p 8w dd mw 6!007 NT$ B d ti � 4040�20 B PE 039M ® I or 47 I.F. FRAME SEALANT ALONG ENTIRE JOINT • ' 2 II�I.F. FRAME© 1.383 2.830 2330 J�2 a or 50 n FLANGE FRAME HEAD 04002k W63-TO 749 O FLANGE FRAME SILL (LOW) WELD #4=. 608346 8 or 50 ALONG SCREW I SEALANT OR GASKET BOSS (2) 2.710 1 f +-1.613+- ,736 AT HEAD AND SILL - 040 .002 .480 . f. ,.4s,• -�T f VIEW aD VIEW E-E (1h & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O FLANGE FRAME JAMB O t Te 17 SASH STO -TS FRAME CORNER STRUCTION Am #4W4.6083-T8 WW AS RADIUS TOP HEAD) 1.165 .878 ff 232" oa2 j� 41 GLAZING BF, 5/18" _L /40.998. 6063-TS 1 31 SASH SIDE RAIL .0 22 114=.6W3-T6 21 FIXED MEETI RAIL 2g SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) �. • • • • O 114084A. W=AD -TS O OHO. S-T8 O 04007.80M46 AM GLAZING B 5/18° • •... J178 42 #40 amm-Im h. ..••.• ...• 2328 %W GIVU. (usEO 1AB6 � • -+ ----1 •• T • • • • • • • • GL J>� O AZING BEAD 7/1W eY • • e • e • • • • • 2.948 114zZ2, 8083T6 • • • • 3.446 • e•:e• • ee• ••e•• 2J138 Jl�1 080 ••ee• •ee• ••• A62 1097 • • • • • • e • • ,060 ` M GLAZING BEAD, 1311W IG • e • • • • • 1.11 1 - - 6 — 7, 808.9-TB 0:9000 • • 09:000 ~ -2 O GLAZING BEAD 7/1W e • • • FLANGE FAME SILL (HRH) O H A TT RAIL 0 OM ( Cdr • • • • N R SAS go=. ea3-T6 ***see • • • • tl4060A, 8083 -TB • • • • • • EXrRUSIOIKS & FR�4ME CORNER DETi4lL PA lvum A NMWWFL3 5 PJL ,11406 A 111DtxfAA�MOSNET ,�, ALUAL SINGLE HUNG vvrW IMPACT Y R Z I f L Cbfk P.L FJry 8HA7B JA NOW01 FLZ494 Vle�bBema �ppp Hffi 7 + 41 4MO l MOR ANCHOR QUANTITIES FOR 1M FLANGED WINDOWS TABLE & ANCHORAGE NOTES: WINDOW HEKW 1. ANCHOR TYPES: 1- IW ELCO TAPCONS 2 - U4' ELCO $S4 CRETE -FLEX SUBSTRATE: 28.603 34.603 40.603 46AM 52.603 58.803 84.603 76.0W 3 -512 SCREWS ANC HOR TYPE: Up U U p z z of p z z •, p z z p p z z p z z of p z p z 2ANCHOR LOCATIONS ARE BASED ON THE VA "' o N $ � N p p p r p * O N � p � gO U � tl � � g � � f1 FOLLOWIINti DIMENSIONS. WIDTH TYPE U U U U C� $ Ct 3 $ JAMBS -17;M MAX N FROM � C CORNERS ORNERS C,D,E,F,G, , 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 IV MAX FROM BOTTOM CORNERS 18.125 H,I,J,K,L 1.2111'11211 122;2 1'22. 222222222222 ,22.22.22`.222222223223,3 V MAX BELOW MTG.RAIL A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®B"` - ANCHORS NOT REauf�D 1.21 11 1 1 21 11 2221 22222222222222222222'22 22222232' 233 3. INSTALL PER THE ADJAC8ff TABLE ANCHOR CA,E,F,G, 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 f QUANTITIES USING THE DIMENSIONAL CRITERIA OF VO TE 2. 24.000 H,I,J,K,L 12111' 21212122. 2122. 222222222222 .22.32 A,B,M 1 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 AND AGED WINDOWS. INTEGRAL FUNDIMEENNS FOR 121112121.212221222222. 222222:22223222'2232223332233 ARE I *LESS. C,D,E,F,G, 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 8. N PRESSURE L�FiTATIONS: 32.000 H,LJ,K,L 1212222: 31222231223232223232223332233343233343344 gj L�THEADJACEM'TABLEWITHA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A AB'M 1 21 222231 222231; 22323222323222 :333223'3343.233343344 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCH SHO WN IN BOLD. OTHE THE C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIM DESIGN 37 37 KkJ,K,L 22122223122323222323222323232334233 :3343334353344 SEE THI A B,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 221222231223232223232223232323342333343334353344 AVAILABLE. PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.W0 H,I,J,K,L 221 222232223232223232 323242333342334353334463344 ABaA 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221. 22223222.32. 3222323232324233 ;33423343531334453344 TABLE KEY: C,D,E,F,G, 222x2223222323223 4233334 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF ••• =•• 32233 .33423343633344 .534 44.00D HIJ,KL 4,5 • • .. . . .. 1DPLdKIED) 118 0000•• •• • 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 212 2 2 2 2 2 2 • • 0000 • AB,M aa2. 222232. 22323223324233334233 ;334233.4383,334453445 HEAD Y BuO�dr • • JAMB ABOVE Y 3 w Q4 0000•• 0000 • • PS 78 78 MRG.Rt • • • • • • ••••• CAJ2,F,G 2 2 2 2 2 Y 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 • JAMB BELOW � >r� •••••• �•• • • H,I,J,KL x2222223222; 334233.33'42, 334342334353 ,33`43: 53.348463;46,5 wAB - ••••• • ••• • •••• 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 0 00.0• 0000 ••• A,B,M 22 22 222'32.2233.42 :42334342 ;33:4353.3343833454.83455 (FW -DP) • • 0 0000 0 • ••• PSF 72 78 78 HEAD 2 :0000: • ••••• C,D,E,F,G 2 2 x 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 MTG. RA 0000•• • •• • H,LbKI T - 2722322233;42 33434233 .43`.43'33435334:44834484:83458 MTQRAL 0 • 0 • 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMS BELOW MTGL • 0000 • • • Y22: 22223222334233 ;4342334314 ;34445334.8483445 • • ANCHORAGE SPAC/NO 1 /11MNDOW3 p 7 ME ff/f81HB B 6Y8f� NONQ108FLNN AY, R x ta�roe A lWD iMMBff�T vo surfs ALEW SINGLE HUNG KIWOW WPACT 4ark. RJG maros' 8HJ09 NT3 8 • 11 4840,20 1 1 8 enu I ANCHOR QUANTITIES FOR STANDARD VIEW AND RADNS TOP FLANGED WINDOWS TABLE & ANCHORAGE NOTES: WINDOW 1. ANCHOR TYPES: 1- VW ELCO TAPCONS HEIGHT 2 -114' ELCO 864 CRETE -FLEX b St�.STRA 29.655 37.1555 44.605 52.165 59.655 67.1555 74.666 75.WD F 3 • ffi1 SCREYYS Type WITH U�� tlNtl'f1 p C? C1 tl 8 p "� HFJ1�- 1�17kWXFR01414 O RNERB • ••••• THE C.D,E,F,G, 1 1 1 1 1 1 1 4 1 1 1 1 1 1 9 1 1 1 1 1 9 1 1 1 'x` VA M AX. P ROMdCWCORNERS •• • HI,J,KL 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2.1 2.2 2 2 2'2 2;2 2'2 a 2 22 2 2 2 2 2 2 3 2 2 2 3.2 3 2 2 2 3 2 ••OBELpW G, � ••••• 19.126 9 f77 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SUNOXOON NOT REQMIRED • PSF78 2 ' 221222' 2212 2222 2222,22.2222.2222232223232223 &Q A(1fTiT1EiT1SING @M•I ANC C.D,E.F.G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NO1 � E i 24.000 KIAKL 112211 2;22' 22222222222222. 2323222323222323:22232 Al�lUrliANDHEIGHT ON A B,M 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 2 2 1,1 2:2 2 2 2,2 2:2 2.2 2 2 2 2 2'2 2 2 3 x 3 2 2 2 3;2 3 2 2 2 3 2 3 2 2 2 3;2 ARI"%M PSF 69 • • ••• •••••• S PRESSLI E18A ATI C,D,E,F,G, 1 1 _1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 B O 1H NTTABLE • 320 KkJ.KL 1111112: 2222. 223222. 233223 :33.33233332233433.243433243 � �^" CV • 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAUtlM1AYi DESItBV URTH THE A,S.M OF ANCHORS SHOWN 61 MI.9.OTHERWISE, THE 1111142'22222232222332 L 3332333322334 .33243433243 � POF 59 1 07179 C.D.E.F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 D SS ry�Lq 37.000 KU.K.L 1111972Y22222, 32223332 .233333343333233433243443 AVAILABLE. AB,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 Ili 11 Ili 2'Y222. 223222. 3332233333343333233433243443243 PSF 54 79 62 79 C,D,E,F,G, 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 HIJK,L jg111 1122 22222322333 32233433343333343443343443353 A,B,M 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 91 411122222:22; 322333322334 .33,34333334.3443343443353 TABLE KEY: POF 40 79 56 79 79 MAX. PSF C,D,E,F,G, 2 2 a 2 2 2 2 2 2 2 2 2 a 1 2 2 2 2 2 2 2 2 2 2 2 (DP UMrrED) 117 rtlsoucrnewaeo 44 KkJ,KL Ili Ili + Ijjjilfl2 21iji 3 2 2 3 3 3 4 2 3 3.3 44334'3144334344 3 3 4 3 4 4 3 3 5 411 HEAD 3 ABM 2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11111122222233223. 33423334 .433434.43343443343443354 '��3 3 t PS 46 74 61 74 79 79 lU a RA(l es C.D,E,F,G. 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 a BELOW ,18.0 H6JKL 11111222222. 3322333433334 ,4334444334.44:4435!4444,36.4 AATGRAIL A B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 .8 111111222. 222332: 23334333 !34!4334444334.44'4435444435:4 iFlS.LDP1 ` tR; 41 97 48 87 78 79 F�4D 2 C.D,E,F,G, 2 2 Y 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 J " ABOVE 2:2 53.1 HLJK,L 111111222. 222353333443.34444334;44 ,4334'45'54'35455430.4 MGM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAM BELOW AB,M 111111222222333 .333443,34.44'4334,44 .43:34:45:44.38.48'44:354 MTG'RAIL iwo ANOXMQE SPACING STANDARD VIEW / 67 Mr. tatsoe a erg ALU -qf)V ME FItJNQ W/NDOW IMPACT LCmk P.L FA MM A 1/ C MtOBRAJ.4 T yblbb Bemar PE OM2 Fit 7A2 ?/5307 r17aD 1-MM - 9 • 11 vr 4040 -ZO 8 > ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD &JAMSSI CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7 ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE & 1. ANCHOR TYPES: 1 -114 ELCO TAPCONS SUBSTRATE: .125 22.668 1 28.211 1 .784 .296 44.839 b0.382 56.825 2 -114• ELCO SS4 CRET&FLEX ANCHOR TYPE: o m C m V z a o a G z 2§ " o ��a�.•��a� G M C "�Qa � D V O " §21 V _ I 3 Al2 SCREWS 2. A NCHO R LOCATIONS ARE BASED ON THE FOLLOVVIING Dm E� - '& 7 oNs: WIDTH T MAX FROM 18.12b D,E.F,J, 1 1 1 1 1 = 1 1 A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS - 37112" MAX FROM ••••• KL 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 M InWAOL ABOVE EETING RAIL • •• 24.W0 D,E,F,J, 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �� B�tPIMRB KL 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL- ANCHORS N •••••• J 32 '� D 1 VIEW FROM TApIQUA$$Mjjfe S FOR OUST KL 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 {OEM PSF 79 DMAENSIO RUl O 2 USE TABLE 7. FO13 ABOVE TRVMBETING RAIL NAWASLE S. FOR+BE►OW 37.000 D.E F,J 1 1 1 2 1 2 2 1 2 a 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AV �MIf'�d3 HT,q� OM v5:�► • • •••• KL 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 a s $ 6 4 5 N�8' Pe 79 79 79 79 TABLE W10TNAND HEIGHT DIIVl MIQN ARE ROit• • • • 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FLAN(i�q,VY1�tlWB. INTEGRAL FN DIMENSIONS � -•• 1• LE KL 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 B 4 4 8 8 4 8 L MRA ®�1 BBII�E,4bJ11CCE -E�—•i _• • i • PSF 79 76 79 77 70 79 79 44.000 D E F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ITALIgZED V A�VE TAEtr� 1ND TEA (I DESIGN X*SSURE WITH4THE GLMM OFANC?1 KL 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 6 5 4 6 5 4 8 S HOWN N BOLD. OTHERlHISIL pMAXIMUM DESIGN PSF 78 79 70 79 79 it 79 73 76 PRESSURE FOR THE 46.000 D,E,F,J, 2 2 2 2 2 _. 2 - -.. 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTRiE8REAPg3 GLASS TYPE IS KL 1.....1 1 2 2 2 3 3 3 4 4 4 $ 4 6 5 4 6 5 4 8 6 S 6 AVAILABLE. 7t 79 63 71 79 S4 74 8S 77 89 M TABLE 7. KEY: Y. 53.125 D.E,F,4 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 KL 9 1 1 - 2 2 2 9 3 S - 4 4 4 B 4 8 6 $ 6 8 5 7 8 6 7 MhX PSF ANCHOR QUANTIT IES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. P wrED !t2 HEAD 2 JANE ABOVE 2 TABLE S. SASH HEIGHT MTG. RAIL SUBSTRATE. 12.776 6 .778 1 8.778 1 21. 1 2.77 27.778 30.778 31.106 _ ANCt WINDOW R TYPE. � N p S O N P N � a N a N N - :1 N 2 cm - HEAD 2 WIDTH $R #X PsDDtr� REVa� 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MfQ RAIL WM4* AAio 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 T � Aaepmeoe 06 at. 32.000 32.000 2 1 2 2 2 2 3 2 2 3 2 3 E 21 2 3 3 2 3 4 2 3 4 2 3 37.000 TABLE 8. KEY: 2 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 MAX PSF 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 GDP Li TEDI 492 O 78 JAMB BELOW 2 4a � 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 8 3 4 $ 3 4 MM RAIL 48.000 a 1 63 s 1 2 1 2 2 72 2 79 3 2 3 4 3 3 1 4 1 3 T 4 4 T $ 1 3 1 4 6 3 4 (FULL OP) 731 10 88 72 I JAMB BELOW 2 53.125 2 1 2 1 2 1 2 1 2 2 3 3 ELLIE3 4 1 4 1 3 1 4 1 5 1 3 1 4 1 5 1 3 1 5 $ 3 $ MTQ RAIL /'� �'/Zz f4wo roww ANCHORAGE SPACING CUSTOM VIEW Pic !vtm B 13 eY NcHomMsm T °c - O) FA V240 um AYfgfANtd87}It3 T P.RegltlAe ' Fl sm� VtrtBdjBemar ALUM. SINGLE HUNG WINDOW, IMPACT L FJG 71 d.t Mom &AHC AIT3 !0 a t! 4040 B BWahusl s NOTES: . . a EXTERIOR �j ® 1. FOR CONCRETE AppLICATIONS IN MIAMI -DADS COUNTY, USE ONLY mm DADS COWRY (ALL HEAD AND SILL DETAp B) APPROVED 1NP ELCO TAPCONS OR iW SS4 CRETE -RE)L MINIMW DISTAL FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1314'. 3.38 K81 MIN. CONCRETE I. SEE NOTE 1 & 3),& 2x OD SUCIC WOOD ANCHOR 2. FOR WOOD APPLICATIONS M APPLICATIONS WN6DADE COUNTY, USE 8'12 STEEL SCREWS (G8) OR tI I ®(SEE NOTE 4) (SEE NOTE 2 & 3)® 1/4 384 CRETE44ML 3. FLAT HEAD ANCHORS. WHERE REQUITED, MUST HAVE 812 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THISPAGE AS 1x ARE BUCKS WHOSE .'s : . •: '. a 13AP MIIN.,1/4a WOOD TOTAL THICKNESS IS LESS THAN 1 1W. 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE J•3W MIN, IW CRETE -FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1PP OPTIONAL 1x a h Ind. ® THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE WOOD BUCK K_ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) S. FOR ATTACHMIN ITTO ALUMINUM: THE MATERIAL. SHALL BE A MINIMUM STRENGTH OF 1 114• GW3•78 AND A MINIMUM OF V8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL SE MAX MAX OP A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT 8 SHIM SHOWN IN THESE DETAILS FOR 2x WOOD SUCKS. THE ANCHOR SHALL BE A812 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRTTERIAAR E MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1114 1 3I8" MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. I . -1 114 MAX SHIM - ►IM IN. 8. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 114' MAX. SHIM-+ j It 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT I •,• �:' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 21103.8.4 (SUPPLEMENT =051 CONCRETE ANCHOR, WOOD ANCHOR I F 7 FH BELOW MEETING FH BELOW MEETING® RAIL (SEE NOTE 1 & 3)® RAIL (SEE NOTE 2 & 3) 4 . 336 KSI WL CONCRETE OR 1b KSI MIN. CMU ® (ALL JAMB DETAILS) GXTERJOR K OPTIONAL WITH SOLID CONCRETE 2s WOOD BUCK SUBSTRATE (SEE NOTE 4)A (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1 w• Max 1w• • • • • SHIM MAX • • • OODFRAME � n � • • • • • • • • RRddtsiLd. •••••. . • • • • • • • • • FRAME .06 0000•• 0 000• • • .131•DULMN. ill • • • • x 2112' NAIL, Sj • • • • • • • •i•••• •• . 131* 01A. MIN AT CORNERS • •• ANDWO.C. • • • • x 2112' NAT. FRAME 0000• • ••• • •••• AT CORNERS • • AND W O.0 00000 0000 ••• .131'DULMIN. • • • 0000 • • 000 1 x21/2"NAIL, 0000•• ATOORNERS • • • • • • • • SHIM AND F D.C. • • • • • • • • • • • • • • DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) • • • • • ,00 • • • TYPICAL INTEGRAL FIN ANCHORAGE 000.0• ••.. • •.a.m 0060 • ANCHORWE FA IVOW ' D ALLK Sm E Hl HINDOW IMPACT �,, MAC3 JL FA 12M A NOTEBlEFiATH610ANd�. PA FL�4 1�yrjj$� • sr•m� PE 6CM2 V�Rp 9.1a ars r fl ff 8 stns RK &TAM J.L 1/PShT/ r� AfTS 4Q4629 NIM1I DARE COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130-1563 (305) 375 -2401 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.bWldingcodemline.com PGT Industries 1870 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (DORA) 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 Wnmi 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, H this product cc material fails 'to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM 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 Humcane Zone. DESCRIPTION: Series , FD -ior Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No. nw-1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-97 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: I. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The louver design pressure from X. XX doors or O (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall te=ar 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. H any portion of the NOA is displayed, then it shall be done III its entirety. • • so: • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user%y the. rap a ei gi i • distributon and shall be available for inspection at the job site at the request of the Bas18ing Affidlar .. • 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 . . .. ... .... i : • •' : di[4A N . 03'- $29.10 • • • • Aphmbou Bate: O&Dbd It 2012 Approval Date: October 18, 2007 a� Page 1 .... ....... . .... . .... .... . . .... . n ' I • • 0000•• 0000•• • • • •••0•• ••••• 0000• • s 0000•• • • •••••• • • • 000000 jt • ; t •i - - - ..-. - s. _ • - 0000 es ooliq 00 .A0 •s •�•� 00046 - 0000 •N� 0.6.00•' • ... -. 0060•• ... •� t.. , • • 0000•• 0000•• • • • •••0•• ••••• 0000• • s 0000•• • • •••••• • • • 000000 ' 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 09/25/07, 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 F sport 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 09/25107, 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 "S.L DuPont Denemours" for "DuPont Butacite @ PVB" dated 02/15101, expiring on 12111/10. 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. Ishaq •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • •• ••• •• • • • •• .. L Chandp, P.E. • • Pr& MkCConQro= r .' VDAMp' XM9.10 • Elcplmt1bh*Dafe: October 18, 2012 E-1 see Approval Date: October 18, 2007 ... . . .... . .. . ... . . . .... . NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS A. 318" LAMI NOM. L402'T CONSISTING OF (1) LITE OF 11W ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PLUS (1) LITE OF 3M6" HEAT STRENGTHENED GLASS. B. 31W LAMI NOM. (.402"1 CONSISTING OF (1) LITE OF 118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PLUS (1) 1 OF 3118" HEAT STRENGTHENED GLASS, C. T/18" LAM! NOM. (.408") CONSISTING OF (1) LITE OF 311V ANNEALED GLASS PLUS AN .090 PVS INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3118` HEAT STRENGTHENED GLASS. D. 7118" LAMI NOM. (486 ") CONSISTING OF (1) LITE OF 3M8" HEAT STRENGTHENED GLASS PLUS AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR SARMUaEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. NOA DRAWING MAP A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. TOPIC SHEET 3. CONFIGURATIONS Z(, P3, & a OK 7XO. OX QXO. AND OXXO. GENERAL NOTES............ 1 4. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL CONFIGURATIONS........... ! SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE GLAZING DETAILS........... 1 REQUIREMENTS SEE SHEETS 8 THROUGH 10. DESIGN PRESSURES_ 2 S. SHUTTERS ARE NOT REQUIRED ELEVATIONS ............... 3 6. SEALA : INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERT, SECTIONS............ 4 7. REFERENCES: HORIZ. SECTIONS...._..... 8 TEST REPORT FTL -8212, ELCO TEXTRON NOA: 040721.01, 03-0226.08, ANSI /AF&PA NDS -2MS FOR WOOD CONSTRUCTION AND ADM -2008 ALUMINUM DESIGN MANUAL. PARTS LIST ...................... 6 S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH EXTRUSIONS.....__ 8, 7 VELOCITY HURRICANE ZONE (HVHZ). ANCHORAGE.............. 8.10 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION A. THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2. PREVAILS. S. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION EA SHEET 6), IS 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 REM 22 REINFORCEMENT. 93 93 3Q 30 .. EXTERIOR • • • • • • • • 73 Ill' GLASS SITE 72 1/2" GLASS SITE Aoporm ua••im mo • • - -L ® A 6brkln8m [agCads •••••• •••• • L21 ouge �''�r,7 • s ••••• ® /^\ ® 94 • • • • • • . • • • • • • • E)(T. -118" ANNEALED OR EXT. - 3(18` ANNEALED OR gq • • • • • • • • • • • • • • HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS 'l • • 090 PVB INTERLAYER .090 PVB INTERLAYER • • • • • • • • • • • • • • • • DUPONT BUTACITE OR DUPONT BUTACITE OR • • • • • • • • • SAFLEXIMEEPSAFE MAXIMUM ® MAXIMUM • • • s 3118" HEAT STRENGTHEND GLASS INT. - 3118" HEAT STRENGTHENO GLASS A02 .486 • • • • • • •' • • 3/8" LAMI NOM. 7/18" LAMI NOM. • • • • • • • • • • GLAZING OPTION A OR B, NOTE 1 • • r" NOTE 1 GLAZIM OPTION C OR D . Dose 9070T1�i1'QRfYB NOTES AND GLAZAVCTO DETAILS x e ,mn mmcweroa.�oaea AMCFAs MM NO ALUM. FRENCHDOOR&SIDEUMS IMPACT r w aaw� na rme ebb . PF 2 a9k F, b,R 82M ate. �m tX 1 d t0 11 -1 B TA8kl1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) ®1. cuss TYPES: REINFORCEMENT 18 REQUIRED AT DOOR & SIDE LITE CONNECTIONS A. 3V L.AMI (11W A - 010 PVB, 311W IS) DOORS WITH GLAS &:TYPES A, B, C OR D B. 3W LAMI (1/8" HS, .090 PVB. 3MW HS) • • • • • • C. 7116"LAMI (WIT A- 000PVB.3/18"HS) • • 0000 0000•• HEIGHT D. 7N6" LAM[ (3118" HS, .090 PVS, 3118' HS) • • • • X WIDTH XX WKITH 6 - 79 314" 7 - 83 3/ 1 87 WC 1 91314" I 8 - 95 314" 00 ®2 COMBINED DOOR & SIDE LITE WIDTHS PORTABLE, LQfL70 0 0.0 • • 3° 3712" 6 71 are +78.0 75 Q +78.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 MAX OXlx0 WIDTH =731/2' 000 • • 0 • 00**:* O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX OXO WIDTH =100 112" MAX XXO/OXX WIDTH =107314' 0000 0000 s•0••0 27 314" +76.0 -7r3.01+76.01-76.01+75.01-75.01+75.01-75.0 +76.0 -76.0 MAX OXXO WIDTH =143 3W ' 0000 0 • 000 0 t 3818" +76.0 75.0 +75.0 -75.0 +71.4 -71.4 +87.8 - 87.6 +64.2 442 3. SINGLE DOORS 33 6/8" WIDE OR OVER AND THE GREIRABLIi PANEL4* &GUMS DOOM4ve WIDE OR OVER FROM EITHER TABLE COMPLY WIC Sh INGRESS REQU IMENTS OF THE 36 314" +75.0 _ 76.01+74.91 _74.91+10.41 _70.41 +86.61 -86.8 +03.1 1 FBC, CURRENT EDITION. NARROWER DOORS MA E ED WHERE EGRF� IS N07" • •; • O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D REQUIRED BY CODE. : • •.0. ' ' 0 363W 1+76.01-75.01+76.01-76.0 75.0 -78.0 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MWAMCOUNT.? so*** 0 • 0000 0 • TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY �B. EXAMPLES OF COMBINED DOOR AND SIDE LITE &BIA PUSSURSS: • • • • APPROVED CONFIGURATIONS: OX, XO, OXO, )0(O, OXX & OXXO • • • EX. A FROM TABLE i. • • • • (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVALS.) OXO WITH GLASS TYPE A REINFORCEMENT IS NOT REQUIRED AT DOOR & BIDE LITE CONNECTION 30• WIDE x 60" HIGH SINGLE DOOR WITH 29" SIDE LITES GLASS TYPES A, B, C OR D DESIGN PRESSURE =+87.8 1'87.6 PSF HEIGHT EX. B FR OM TAB 1. _ OXXO WITH GLASS X WIDTH RUC WIDTH 8 - 79 314" 7 67 314" 91 314" 6 - 95 3/4" 88• WIDE xx 86" HIGH DOUBLE DOOR WITH 361/2' SIDE LITES 2 25112" 4° 47 314" +58.6 -58.8 +65.4 -WA +52.4 -52A +49.8 - 49.8 +47.4 J-17.3 DESIGN PRESSURE _ +70.41 - 70A PSF 27112" 613/4" +54.9 -64.9 +51.8 -51.8 +49.0 - 49.0 +46.6 -48.5 +44.3 EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 29112" 65 314" +51.7 -61.7 +48.8 -48.8 +46.1 -48.1 +43.8 - 43.8 +41.6 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 20" SIDE LITES 2 31 112" 5° 59 314" +49.0 -49.0 +48,2 -46.2 +43.6 -43.61+41.4 -41A +39.3 DESIGN PRESSURE _ +43.6 1-43.8 PSF 2 33112" 54 63 3/4" +43,1 -43.1 +43.1 -43.1 +41.5 -41.6 +39.3 -39.3 ±37.3 EX D FROM TABLE 2. OXXO WITH GLASS TYPE C 35112" 67 3W +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 63 314• WIDE x 80" HIGH DOUBLE DOOR WITH 28° SIDE LITES DESIGN PRESSURE =+43.1 / PSF 3° 371 8° 71314" +34 - 34.0 +34.a - 34.0 +34.0 -34.0 +34.0 - 34.0 +34.0 - 34.0 '7 SINGLE O WBOTH GLASS TYPES A, B, C OR D ®8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH SIDE LITE " REQUIRED N SEE SECTION AT DOOR TO SIDE EIN P LITE 103!4 +75.0 -75.0 +T8.0 -75.0 +78.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION EA SHEET 5 FOR REINFORCEMENT 12 314" +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. 19" +72.4 72.4 +68.5 - 68.5 +65.0 - 85.0 +61.9 - 61.9 +69.0 -59.0 21314" +64.5 -64.6 +61.0 -61.0 +67.8 -57.8 +65.0 -56.0 +52.4 -52.4 27 314" +62.91-52.9 -49.9 +47.2 -47.2 +44.7 -44.7 1 +42.6 -428 3818" +3522 -M.21+35.2 -352 -362 +34.4 -34.4 i +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.fl +34.0 -34.0 f2ti nmeeaa VW=fma PRESSURES Fx 0 �rrasaecuraragaaaa nraasiaa�a.s�a + � ALUI�FRENCHDOOR &SIDELITES,IMPACT rt�a CW4 o.a are wx as wm. *" H T/Glbb Barmr ea"se"s •0 r •w+b 00 PESUM FX anw d L mm mar 1X 2 d f0 11008 -1 B 731 MAX MAX MAX ---J—BEE NOTE 3 +�--- MAX. IdAX ~ -8EE NOTE 3- --+�►- --1091/rMAX 143 Wr MAX 363W 1=36 ssaw 48 49 \ rE J E T i E /E1 JE f IE� •• •E �E ••••• • • { X O Q L(ACT. �{ ¢• • •••• • • SEE NOTE 4 0X O X0 SEE NOTE 4 O SEE NOTE 4 SEE NOTE 4 OXXO •4� Mo7E 4 • • • • • • 36 3W ..... 71 314 - MAx • • • • • • • MAX '..•• 37112' 24 ;'i�;l W I'M �. MAW. M - I q � , aLO 9 (TVP.) G 53W i 49 MAX 49 � 41 I G HT. \ MAX MAX OLD 84W TYP. MAX OLD /�p \ / 1"' •) DOOR A(yrtuVri •v'::IC.a7inR r'i�D Hu' 40. DLO HEIGHT = HEIGHT 4139 ® Law. (Typ DLO WIDTH x e DOOR WMTH 4216M8 I 1 D CI , _ C F f F DLO WIDTH WC a DOOR WIDTPA- 116M8 � � L iT! 6 XACT. �1NACT. O $ 10E LITE fTE DLO HEKiH7 - HEIGHT -11 318' q DLO WIDTH = WIDTH -3118' NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 1 2 FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND IL 3 SIDE LITES OVERLAP x AND We DOORS BY 314• WHEN ASSEMBLED TO MAKE 9f0', O)C, OW IAXO','OXX' AND'OXXO' CONFIGURATIONS. A // /�✓ 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICA &M SHEET 4 6 CLEAR OPENING FOR W AND 70C DOORS AS FOLLOWS: (x DOORS = WIDTH - 6.848) (%X DOOR - DOOR WOTHM 4.079) meur t 4 rx a a acr aonm Mo sa ELEWlomS FX an wa pppp � �oeure�aoawmoac r ALUM. FRENCH DOOR & SIDE U1 ES IMPACT R l Y71'.bT. � 61= e..arn w. P8tt3Brtz Fx 24 77 a 6rw Mnmraaias�r Fotw lVTS 8 • 90 11005.1 B 3 4 EKTEMR I RICR .se. e 10 1 2 60 sees.. e. . .. . • 37 6 • sees ... s I ees.. 60 H II IIII III • II III I I I •••••• • • • I I I • CLEAR COI SEAIANT • • • • • I I I I • • • • 0MIE RIOR INTERIOR •••• •••• ••••• ... ... • sees. 62 • • • • .. sees.. • ® 63 .sees. . sees **see: ese. . as . . .*see. sees Max MAX. f Ax MAX DLO DOOR DLO LITE 62 HEIGHT HEIGHT SL VIEW G-Q 4q- l "'"'d' 30 61 CORNERASSEMBLY 12 � g I• �4 40 11 13 FOR SECT. A A SL SECT. B-B ' VERTICAL VERTICAL romrec+awacmrnanva EXWPLEiUVATIONS PX B/t&07 B ND11d481EET. 1 ` � � OI ,FLSfYJH T.e Px a�ww w iaouowr�im r PO teas ALUM. FRENCH DOOR& SMLffES, IMPACT Pe 0004 FX ?2�lD7 ✓.ti sew �R8{71I VtrPLyBetoar 112x RIM u 10 0++0 11ppSd g Pe 1Z swoma! 4 49 MAX " WIDTH . 0000 ... .. ... .. . ••• .. Ur v- MAx MA v*0* 0 . DLO � 70C SECT. C-C � DLO � • • • • • • 000 • 35 36 34 44 HOB, 4B 45 5 0 0000.. 0. MAX WWIDTH •0 •0 00 •• . • 000000 INTERIOR 0000 0000 DLD -4 W SECT. D� 46 21 5 HORM I� SPACING SAME AS }+-�— 67 JAMB ANCHOR A 1 I M� SL WIDTH 8 (SEE SHEETS 7. S AND D 9) 9) MAX SL WITH nw Mi�m( WCe 4 68 sr 1 4a�1.. SEE TASIRG I AND 2 AND 4 MAX DLO NOTES ON SHEETS 1 & 2 LO BB 62 SL SECT. E -E FOR aPPucAMUTY SL SECT. F-F NORM (DOOR W1 SIDE LITE) NORM (SINGLE SIDE LITE) -� S vc- �ncai. sECnoHS � z1 ALLW Ra9WH D0M & stDF EWE IMP ,, P B�fiW '{ IOORR l80B/B�fAB$7lIgY6H68pY96�L1�70 PP PA Bfpft84B � — � �� ROblttL��E FK BMW Jd mw � � FDi01 W& 6 + f0 1 fw&1 B ITEM DWG 0 PGTO DE SCRIPTION ffEm DWG 0 PGT# DESCRIPTION r 90S 60411 FRAME HEAD 60 920D SlDELf7E HEADER 1010 340 „O.LON. 8 81 921D Wl SIDELITE SILL 3 7070 WJLB WEATHERSTRIP.187 X.300 HIGH 62 9188 80381 SIDEUM JAMB 4 986 7985X FUMMT PLATE 83 1188 781PQA #8 X 1.000 QUAD PK SMS 6 938 7838X 2 Pl. LOCK 87RIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING 07 6 986 FRAME HEAD STRIKEPLATE BACKING PLATE w 999 7899 SiLL GASKETS JSTOCKm 07099 7 2FP )P 0832 X.5W PH. FL MS - S.S. W/SILKX WE PATCH 68 04A 61641M SIDELITE JAMB ADAPTER EN THRESHOLD & Fpjm JAMB) #12 X COW SHEET METAL SCREW 9 706 HEAD A FRAME JAMB 70 71 SETTUNG BLOCK, X " W A 10 95?A 8533018 FILLER HEAD ADAPTER 71 1287K WTnNG BLOCK, 1 'll2' X " A 11 11000 611000M oumwwo THRESHOLD 7Z 422?A 84222 7116" 12 1870 1870 WSTP. AM RD FOAM FILL TSLOT (AMSBURYf32011) 73 988 BEAD, 318' 13 11004A 011004M OLrFSWiNG THRESHOLD CHANNEL COVER 92 988 64988 IBEAD, SITERIOR 14 11001A !411001A ACETAL SPACER .065 INHOUSE RIECTION MOLDED) _ W1 8IP247 IBULB, THl(2C MED OJ EXiRIJDED BEAD 18 11002A 411002A ACETAL SPACER .095 (8�810USE MOLDED) 94 GLAZING 8 KIOWE, DOW aN OR ALENT 18 11 411403A SPACER .m E INJECTION MOLDED) 9B GLASS, 318" LAMI -1/8" A,.90 , Stlir RS 20 U6 80380 JAMB 8VG 98 LASS. 3J8" LAMI -118 , . PVB, 16" HS 21 1010 60300 TP.,Qd ON .1 HKiH 97 GLASS, 7 /18" LAMI -311 A_00 PYB, 3J18" HS 22 61 8 S8808M REB�ORCEM ,1. X2.750 XM650, �1- 98 GLASS, 71W LAMI - 3118" HS, .90 PVB, 3118' HS 23 1140 78X112PSA X 1.8W P Q 102 11008A 41108A ACETAL PACER (BVHOUBE CTKHd 24 1048 71 103 OFF- S DEAD BOLT LOCK 28 1721 PLATE RT 28 1118 7 0 X.7s� H FL M 27 7070 .987 X.300 HIGH 910D Mo DOOR PANEL TOP & BOTTOM RAL 1 911E. Im 917 7FRM 1178 17109FP W.8 O10 X.828 PH. FL SMS 34 13A CLAMP 36 1 1 30 STRODA 811 ROD .ttgB�N.- .••• 38 m 7900NUTA 6110-18 FLANGEB HEX • • • IH4A WEATHERSTRIP CHANNEL OUTBWMG THRESHOLD i • • • • i • • • • 7834FPT X.78 TE K CHANNEL COVER • • • • • • GASKET PANEL HEADISILL & PANEL TILES ) 8083 -TO •••••• �•••• 1023 iS7X.2= KOK FUVSEAL • 4TM 3LIDE SOLTASS . P LONLY) • • 148 2FPA X.600 PH 8 TYPE B •••••• •• BI MST • • • F1mM� ••••• • ••• • am DOOR PANEL ASTRAGAL 1 _ =4 DOOR • •• i•• •••• a P ANEL 1 -2 • • • • • • • • • 4 9� 74U8 em •••••• 1707 4 • • • 1 P F02 •••.•• • •. • 49 AY SRIBWS • R OXPH PANEL • 26 •i•••• •••• 1 1721P ATE • • 22 TUBE MULL • • 83 1118 7 BOei -18 54 �7 70987X 1118 1 F PARTS UST a r eo FL3WI ALLIK FRENCH DOOR a SWUM IMPACT v mtwr a®taaaramavcrmrtaar an fs� t9wk 'di Anw ,td 71 Sm I !/.Zit 8 - 10 110O&1 B sbudwd El 0 71 7—P 1.480 060 � . "� 4.828 4.728 4.728 �2 4.728 37 STRIP CHANNEL 3.000 8083 -T6 4J= .062 4.900 0� 4.100 .082 4.876 4.876 0 4.100 L I 9 JAMB FRAME. 2.1 126 8083.78 O DOOR PANEL DOOR PANEL TOP & BOTTOM RW 31 SIDE RAIL DOOR PANEL DOOR PANEL 8083376 8083 T6 O INTERIOR ASTRAGAL [451 EXTERIOR ASTRAGAL O HIM 8063-T6 1 �J 81*346 1 32 8083T8 3866 3.111 1 [—,;!%l F.—.m '_.`' no j 760 .050 .683 °60 "80 r 1.40 -T T— I �0 O FILLER HEAD ADAPTER O TRUSS CLANS 73 318' O>AZING BEAD 72 7118' GLAZING SAD &000 10 6063-TS 6063 -T8 8063 -T6 8083•T8 h +-- 3.iW --+j •. s • �+--- 3.000 • .. • .. 1.479 62 8L JAMB • • • • • • O 8063 -T8 • • •.•••• •.•• : • 1 4 I L= • i ... s • • • • • • • OSO 5.468 .078 5212 A� n ema�ylua auh rho •..•• i •..• i ••.• 0 Cade • • FRAME HEAD 8. luau •.•.• •••• •.•• 1 8083•T8 .076 . • • ...... . .. . 60 ... 0 .760 . .ors oso 4 � .... • 3100 .. • • IT s< JAMB 11 OUTSWING THRESHOLD O SL HEADER 81 SL Su ADAPTER 6083 -TB 81163-TO T6 1 J aEWWWOrawus EXfRt/.S10N PROM" 2>!l �lw am rx vow a xoarwesnraawr NaVMMFL309 ALUM. FRENCH DOOR & SID & IMPACT mmmw P dU.f A 44scW ftwam •� P t F18 - v' r H 039TU . Fx 22M iOtOt l/2c T r 10 11008.1 8 SNOW f ZONE -W f �'zoNE ro7 — tz ^el EXAMPLE \ / ANCHORAGE SOLUTION FOR A CONCRETE / OXXO INSTALLATION a VZONEAN� FROM X xX O XO OR OX TABLE 7, SHEET 9. m m m m m m P ' US ' S. 71314' x 83 314' xX DOOR ZONE 'F' ANCHORS FROM TABLE 4, SHEET 9, EACH - P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SMUTION: ZONE'C'� ZOE'M ZONE Su -4 ZONE V ZONE r ZONE'P i+ a { aH? RS SEE TABLE 3.. BHT. 9 SEE TABLE 4., SM. 9 SEE TABLE 6., SHT. 9 SEE TABLE &. BHT. 9 TYPE 1 OR 2 ANCHORS AT HEAD HEAD HEAD HEAD HEAD AND AT SILL. r fi — t zO �f fi zo� •fiZONE p I fi ONE1 — ZO E ZO"NF-P � G • • • • OXO XXO OR OXX OXXO * • \ \ / , 00 0 0000*0 Go ..... •••• .. I I I -SILL' ILL :**so: • • • • • • • • • • ZONE- t-- ZONEL,-4- 4 SILL _4.._ SLL -4..ZCNE-} �ZO E� SILL Su ,4ZOE4 ZOE'D` ZOE'F' ZOE'F° ZOE'F'` "' • • • • safe 8EE TABLE 7., BHT, 9 SEE TABLE 7., SHT, 9 SEE TABLE 7» BHT. 9 IF •••••• • •s • •••• • • s • NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAQE FOR A 833k'H UNIT. • s • s s 713/4%V WC DOOR WITH 19`W SIDE LITES M SOLUTION ABOVEI • • �. AP VED ANCHOR TYPES ARE: 1. V4' ELCO TAPCONS 2. V4 ELCO 884 CRETE4:LEX MASONRY ANCHORS 3.012 SCREWS • s • s • • • • • • • • 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' UK O.C. FOR CONCRET4 SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE • • • • . IAMBS (ALL) 13 UW MAX. FROM CORERS AND 231/8' MAX. O.C. HEAD & SIt1 OF DOOR8 e' MAX. FROM CORERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 7B' MAX. O.C. HEAD & SILL OF SIDE LITER W MAX. FROM CORNERS AND 24 314' MAX. O.C. 3. TO DETERMIt� ANCHOR QUANTITIES FIND THE CONFK3URA710N ABOVE THEN REFER TO THE AM ROPRIATE TA6LM ON SHEET 9. 4 /10 •eaa a F.e •Kaw «oawwenasmeesr w.SM ANCHOR4tE r.0A1F/aL(RATJONS J> Ilaw MEN aovaawrAvc aRZAwmwv70v.ADDAV MMW ALUM.�CHDOOR&SMEEMT S 9NPACT PA m vaegotmm e.r �� Lax PJL F u s4>/07 RH01 NM 8 .10 ?90084 B TABLE 3. X DOORS TABLE 4. XX DOORS TABLE 6.0 SIDE LITE TABLE 6. (LO & OX TABLE 7.00XO, Z( OXX APPROVED ANCHOR TYPES (ALSO X DOOR OF XO & O D & )(XO 1.114' ELCO TAPCONS cease a e, a o cease a e. c o comas a 9 c, o cease TYPES A. B. c, o GLASS TYP 8UDSM 2,3, WOOD 1,2. Com 8 BUB8TRA $3 WOOD 12 CONC 8 81�8TT $3, IA CONO � E Z 3 VYOOD 12 COIF 8j $3. COt� 2.114' ELCO SS4 CRETE +IM( MASONRY ANCHORS pmw__m L OAD20IE8 LOAD s V YIO1118 LOAOaONES DOORV4 M LaoaomES DOORWOMI LcaOMM 3.012SCREW3(C16) W- 25A I" -47. "O"- 10.78 9P- 25A "X- TO 3v7AA0 TO 71.78 TO 36.75 TO V.50 TO 37A 66 4. ENCUWM ANCHOR 'W - 47 QUANTITIES IN TABLES 4 TO 71.71 AND 7 PERTAIN TO THE 4 4 E SM SO AM ANC SHSHEET TS S. VAM x W. x x x x x x WUM x HT. �� it vm x Hr o 0 0 o vam x HI o o x x o o x x WOO x HT o o xx a o 26.80 x 79.76 5 2 7 4 2 3 47.76 x 79.78 4 3 8 14 2 3 1 10.75 x 79.75 4 1 4 1 10.75 x79.7 4 2 4 2 10.78 4 2 4 2 9 x79 4121 4 2 837 8 2 7 4 T23 83 8 4 7 4 2 3 83 4 1 4 1 0.17 4 2 p 4 2 &9 4 2 4 2 87.7 6 2 7 4 67.7 5 4 7 14-2- 2 3 67. 4 1 4 1 87. 4 2 SSSCC 4 2 �iC 07.7 4 2 4 2 91.7 8 2 7 4 81. 5 4 7 3 91. 4 1 4 1 01.7 4 2 >( 4 2 TI 91.7 a s 4 2 96.7 8 2 7 4 95. 5 4 7 2 3 96. 4 1 4 1 95. 4 2 4 2 aG 90. 4 2 4 2 27.50 x79.7 8 2 7 4 2 3 81.78 x 79 8 4 7 4 2 3 12.76 x 79. 4 2 4 2 12.75 x 7I 4121 1 4 2 R 12.78 x 79. 4 2 4 2 83. 5 2 7 . 4 1 2 3 83 8 4 7 4 2 3 8:1 4 2 4 2 89. 4 2 4 4 2 .1 83 7 4 2 4 2 87.7 8 2 7 4 2 3 87. 8 4 7 4 2 3 W. 4 2 4 2 87. 4 2 4 2 8T. 4 2 4 2 91.7 8 x 7 4 2 8 91. 8 4 7 4 2 3 91. 4 2 4 2 91. 4 2 4 2 t- 81.7 4 2 4 2 96. 8 2 7 1412 5 96. 6 4 7 4 3 8 96 4 2 4 2 96. 8.7 4 2 4 2 29.60 x 79.7 8121 8 4 2 3 69.78 x 79. 8 4 7 4 2 3 19.00 x T9 4 2 4 2 MOD x79 4 3 � 4 2 1900x70. 4 3 83 6 2 8 4 2 3 83. 6 4 7 4 2 3 83 4 2 4 2 83. 4 3 4 2 83 4 3 4 2 87.7 8 2 8 4 2 8 87. 6 4 7 4 2 3 87. 4 2 4 2 8T. 4 3 4 2 87. 4 3 4 2 91 8 2 8 4 2 8 91. 6 4 7 4 3 B 91. 4 2 4 2 91. 4 3 4 2 91. 4 3 4 2 69. 8 2 8 4 2 8 B$. 8 4 8 4 3 8 90. 4 2 4 2 90. 4 3 4 2 K 4 3 ti 4 2 V •••• 31.69 x 79. 8 2 8 4 2 3 69.76 x79. 5 6 8 4 2 3 21.76 x78. 4 2 4 2 21.78 x70. 4 3 4 2 21.75x79 4 3 4 2 • •• 83. 8 2 8 4 2 S 83. 8 8 8 4 2 3 83. 4 2 4 a 83.7 4 3 � 4 2 • • •• • • •• B7.T 8 2 8 4 2 5 87. 8 6 8 4 3 B 87. 4 2 4 2 87. 4 3 4 2 87. 4 3 •••••• • • 0016 •• • 91.74 2 6 4 2 8 91. 6 8 8 4 3 6 91. 8 2 4 2 91. B 3 5 4 2 9t. 8 3 4 2 •••••• • o••• • • 98 7 a 10 4 2 8 69 8 8 8 4 3 6 90. 6 2 4 2 697 5 3 4 2 697 5 3 03 4 2 A • • •• x 79. 6 3 8 4 3 3 83.78 x79 B B 8 4 2 3 27.76 z 79. 8 2 4 2 27.76 x79 .7 8 3 4 2 27.78 x T9. 8 3 4 2 •• 83. 8 3 8 4 0 83. 6 6 8 4 3 8 83 6 2 4 2 83.7 5 3 4 2 83. 6 3 4 2 •••••• •• • o• 4 2 . 4 2 vwum •••• ••• 9 •x§t6o •• • • 87.7 87. 8 8 3 8 4 3 8 8 8 4 3 8 87. 8 2 87 8 3 � 4 2 87. 8 3 • • o•• •• t4 /4 + • • 81. 71311014131 6 69. 8 6 8 4 3 8 91. 8 2 4 2 81.7 8 3 4 3 91. 8 3 4 3 Raft o 0 0 0 0• 0 0 0 0 ••• 96.7 71311014131 0 96 7 8 10 4 3 8 90. 6 2 4 2 69.7 6 3 4 9 69.7 6 3 4 3 C+avuei • • 0 000• • •• 80x78. 8 3 8 4 3 8 87.76x79. 8 8 8 4 3 8 38.13x78. 8 3 4 3 6913x78.7 8 4 F 4 9 H 69.13x79 8 4 4 4 3 N� 0000•• •• ••• 8 3 8 4 3 8 83 8 8 8 4 3 8 83 8 3 4 3 83.7 8 4 4 9 S4. 8 4 3 • • • 0000•• • •• •• ••• 87 8 3 8 4 3 5 87. 6 0 8 4 3 8 87. 7 3 4 3 87.7 7 5 4 3 87. 7 6 4 3 • •• • is" 7 9 10 4 3 8 91. 7 6 10 4 3 5 91. 7 3 4 3 91. - 6 01 4 3 81.7 7 8 4 r 4 • ••• : ••• 69. 7 3 10 4 3 5 96. 7 8 10 4 3 8 90. 7 .3 4 3 90. 7 8 4 3 69.7 7 8 4 •••• • 37. N79.7 8 3 8 4 3 5 71.76x70. 6 8 8 4 3 3878x79. 8 3 4 3 38.78x79. 6 4 • 3 8 4 3 6 8 8 4 3 6 8 4 3 38.7$2.7 8 4 4 83 8 3 6 3 4 83. 3 8 4 4 3 83 8 4 4 97. 7 3 10 4 3 5 87. 8 8 9 4 3 8 87. 7 3 4 3 87.7 7 6 4 3 87. 7 8 4 91. 7 3 10 4 3 8 91. 7 8 10 4 3 B 81. 7 3 4 3 91.7 7 8 4 3 91. 7 6 4 3 69. 7 3 10 4 3 8 90. 7 8 10141 3 8 98 7 3 4 3 "` 69 7 9 8 4131 88. 7 8 4 3 av ANCHOR QUAARtTYLOAD ZONETABLE3 PA a u�wvA&es iorm r pt> ALLM FROM DOM & SWUM LWACT r cmx P B : ,e,,., .. �...., �arsr MA 8 + f0 14006.1 B sevob m_ A 2X WOOD 1 3f4* 1314 3A 1 314' KSI MIN. CONC. i 3W MML F-D. BUCK NOTE 2 &4 KSI MIN. CONC. NON E 11 2XWOOD KIM21 v - " IX WOOD SUCK, NOTE 2 1 3W TYPE I • IX WOOD 1 3V TYPE I z1f - eY 1 314 "TYPE 2 M. I 3W TYPE 2 BUCK NOTE 2 1 31V 13W MK -T IN 1/4' MAX IlAr MAX T- SHIM V4" MAX IW MAX a SHIM WOOD SHIM CONC. ANCHOR EXT. WOOD EX ,T ANCHOR. TYPE 2 OR 3, ANCHOR NOTE I NOTE 1 TYPE 2 OR 3, NOTE I DOOR HM (WOOD) DOOR HM (CONC) i 114' TYPE I OR 2 (Ch" NOTE I 13W -1318' TYPE 1 (COW) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1MAX SHIM MIN. 114" SHIM --4 13f4* TYPE 2,--.--, 1 /4' TYPE /4" i OR 2 (CMU) —T 114' MAX 11C MAX SH IM 1 TYPE 1 (CONC) 4 314• MIN. ED. 13WMK 1 3/4' TYPE 2 (CONC) WOOD ANCHOR AX SHI E D. A SNO� ON CONC fv ED j STAGGERED ANCHOR -!'s*.-:.'!� 1.5 KSI MIN. CMU OR CENTERS. ON wow 4KSIMKCONC, TYPE STAGGERED ANCHOR. • 1: W MIN. ED. 20R3, CENTERS. TYPE : * -- -:' 3W MK E.D. NOTE 1 20R3, �d. ;�� 2X WOOD 2XOD_j EXT. NOTEI EXT- 'X WOOD BUCK US KSI MIN. CMU OR WO SUCK NOTE 2 NOTE 2 3.4 KSI MIN. CONC. B= NOTE 2 lx WOW BUCK NOTE 2 EXT. DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOODANCHORTYPE2 CONC.ANCHOK WOOD ANCHOR TM 2 OR 3 NOTE I CONCANCHM NOTE 1 NOTE I lXWOOD A � NOTE 3 EXT. BUM NOTE 2 E r114 MAX MAX -lW MAX /-1/4r MAX SHIM SHIM SHIM d t Sr 1318" TYPE I mu' Ty, FN— Bu 3VMK 1 3/4' TYPE 2 TYPE 13(rMIN. 2 &4KSIMK TYPE I law [-- CONC. -w`; � 1 0'-f W f 2X WOOD BUCK NOTE 2 -- 61N. ED. 2X WOOD BUCK NOTE 2 e ' e2gLOR SILL (WOOD) DOOR SILL (CONC) MIN. E.D. * sees 000 SIDE LITE SILL (WOOD) SIDE LITE SILL (CONC) ••see• ptpms: :.**0: • so • 00MORICONCRETE INSTALLATIONS IN MIAMI -DADS COUNTY, USE ONLY MIAM14=E COUNTY APPROVED ELCO V4' TAPCONS EMBEDDED 1 318" MIN. (TYPE 1) OR 114- SS4 0 • • • 0 00 0 gVM-FLEX EMBEDDED i3WMIN. K (TY2j. MINIMUM THE MUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314'. FOR WOOD INSTALLAMONSUSE J126CREWS, G5 (TYPE 3) OR EM IM SS4 CRETE-FLEXANCHORS EMBEDDED 1 3/8' MIN. (TYPE 4 0%006 0000 1 11. WOOD SUCKS DEPICTED AS Ix ARE LESS THAN 11P1" T OD MX IXWOOO SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY SOLID CONCRETE. WOOD • • 0000 DEPICTEDAS2X ARE 'll/rT HICK ORGREATER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BY OTHER OR AS APPROVED SYTHE AUTHORITY HAVING JURISDICTION (AHJ). IF SILL IS 71GHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 18 NOT REQUIRED. IF USED, NON4HRINK NON-METALLIC GROUT OW 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 70 SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC 16 REQUIRED BETWEEN THE GROUT AND WOW SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING ANWICTION. fmw4v ow i moblo I / 114 �mw MAILS - XMGWAXFL305 mw ALLK F � �� FX EUMMOM BOVA& VM 7M94837w - aw RENCH DOM SME&M A aMWAA MAMM"MM L AM 21 RK IMIGR c Prionm FdL 22W 10 of 10 1100&1 8 se en