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RC-10-1009Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP- 171924 Permit Number: RC -6 -10 -1009 Inspection Date: October 12, 2012 Inspector: Bruhn, Norman Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (786)295 -1670 Building Department Comments INTERIOR REMODELING REPAIR DRYWALL INSTALL NEW FLOORS JULY 27, 2010 - SEE LETTER ONLY QUALIFIER IS ABEL TO SUBMITT OR PICK UP PERMIT APPLICATION AND PLANS. Passed /L,Q2 Inspector Comments CREATED AS REINSPECTION FOR INSP- 167837. Replace sidewalk at front of property. NB (IC/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 12, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Wtt IVI iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST Building permit card. 0 Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. lilk Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. ertificate of Insulation. Certificate of Soil Treatment (Final treatment- original)1 CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." 0 Health Department Approval Letter (On septic or private water). vNote: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) 01 Backflow preventor certificate (Required on commercial projects only) Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 169872 Permit Number: RC -6 -10 -1009 Inspection Date: March 28, 2012 Inspector: Bruhn, Norman Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (786)295 -1670 Building Department Comments INTERIOR REMODELING REPAIR DRYWALL INSTALL NEW FLOORS JULY 27, 2010 - SEE LETTER ONLY QUALIFIER IS ABEL TO SUBMITT OR PICK UP PERMIT APPLICATION AND PLANS. Passed // ' . / � Inspector Comments CREATED AS REINSPECTION FOR INSP- 144921. Ceiling must be insulated as part of this permit. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 28, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 /i/i /� /i/i iii ii��i`A i Cf /7i CLIMATE PRO® FIBER GLASS BLOWING WOOL Your home has been professionally insulated to provide a guaranteed thermal resistance. ❑ NEW CONSTRUCTION BLOWING WOOL IF RETROFIT: ;ETRoFIT NUMBER OF BAGS USED AD— AREA INSULATED SQ. FL THICKNESS OF INSULATION INCHES R -VALUE OF INSULATION tii i/f F� _ RECORD OF INSTALLATION DEPTH OF PREVIOUS INSULATION INCHES ESTIMATED R-VALUE OF PREVIOUS INSULATION TYPES) OF PREVIOUS INSULATION IN ATTIC CEILINGS WALLS /i BATTS AND ROLLS R -VALUE THICKNESS 0IN. AREA INSULATED SQ. FT. IN SQ. FT. IN. -- SQ. FT. IN. SQ. FT. FLOORS IN. SQ. FT. IN. SQ. Fr. CLIMATE PRO, BAG WEIGHT - 25.5 LB. NOMINAL R -VALUE MINIMUM SETTLED BAGS PER MAXIMUM INSTALLED THICKNESS 1000 SQ. FT. NET COVERAGE THICKNESS 111 INSULATION CONTRACTOR SIGNATURE COMPANY exieek, ( v e- , ADDRESS 12 ;' 1. 1i. t;fi U1.1 MINIMUM WEIGHT PER SQ. FT. Q DATE PHONE.O 8 ) / HOME BUILDER SIGNATURE DATE COMPANY ADDRESS PHONE Johns Manville BIC -250 01106 2002 Johns Manville , (�•1 i1 : 1• 11•'111 :• P 1• P '1 : //4. // 1'-"\•'17\"'1 '1i'1 '1'1'11•1'17\% 71•'1"'1 '1AA Johns Manville, P.O. Box 5108, Denver, CO 80217 -5108, www.jm.com. For more information, call 1- 800 -654 -3103. THIS IS FIBER GLASS BLOWING WOOL INSULATION CLIMATE PRO® BLOWING WOOL INSULATION Bag Weight 25.5 lbs. Nominal CLIMATE PRO, BAG WEIGHT - 25.5 LB. NOMINAL FTC FACT SHEET R -VALUE MINIMUM INSTALLED THICKNESS SETTLED THICKNESS BAGS PER 1000 SQ. FT. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SQ. FT. To obtain an Installed Expected The number of bags Contents of The weight per insulation insulation thickness after per 1000 sq. ft. of this bag should sq. ft. of installed resistance should not long term settling net area should not not cover insulation should (R) of be less than: has occured: be less than: more than: not be less than: 11 4.9 in. 4.8 in. 6.1 164 sq. ft. 0.1551bs. 13 5.7 in. 5.6 in. 7.2 138 sq. ft. 0.185 lbs. 19 8.1 in. 8.0 in. 10.8 93 sq. ft. 0.276 lbs. 22 9.3 in. 9.2 in. 12.6 79 sq. ft. 0.322 lbs. 26 10.9 in. 10.7 in. 15.1 66 sq. ft. 0.385 lbs. 30 12.4 in. 12.2 in. 17.6 57 sq. ft. 0.450 lbs. 38 15.3 in. 15.1 in. 22.9 44 sq. ft. 0.583 lbs. 44 17.4 in. 17.3 in. 26.9 37 sq. ft. 0.686 lbs. 49 19.1 in. 19.0 in. 30.4 33 sq. ft. 0.774 lbs. 60 22.8 in. 22.7 in. 38.2 26 sq. ft. 0.974 lbs. Read This Before You Buy What You Should Know About R Values. The chart shows the R value of this insulation. "R" means resistance to heat flow. The higher the R value, the greater the insulating power. Compare insulation R values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. To get the marked R value, it is essential that this insulation be installed properly with pneumatic equipment. BIC -250 01106 © 2008 Johns Manville IM4 Johns Manville P.D. Box 5108 Denver, Colorado 80217 -5108 1- 800 - 654 -3103 vwwv.jm.com SOUTHEASTERN CONSTRUCTION GROUP, INC LICENSED & INSURED CGC 1508774- CCC 1326397 1900 -NE 119 Rd North Miami F1.33181 Tel: 786 487 -7404 December 8, 2011 To: The City of Miami Shores Village- Building Department 10050 N.E 2ND Avenue Miami Shores Florida 33138 CERTIFICATE OF INSULATION Southeastern Construction Group Inc, Certified installation of Insulation in all the CVS Walls of the house, insulation was inspected by inspector of City of Miami Shores Village, the only place we did not install insulation was in the attic of the house in agreement with owner. Owner will coordinate with Florida Power Light (FPL) to obtain the benefit for attic installation of insulation for the house. Sincerely Pedro Valdes President Southeastern Construction Group Inc. Email constructionvaldes i.hotmail.com Tel: 786- 487- 7404 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 frspection Number: I NS P- 144920 Permit Number: RC -6 -10 -1009 Inspection Date: February 06, 2012 Inspector: Hernandez, Rafael Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Alteration Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (786)295 -1670 Building Department Comments INTERIOR REMODELING REPAIR DRYWALL INSTALL NEW FLOORS JULY 27, 2010 - SEE LETTER ONLY QUALIFIER IS ABEL TO SUBMITT OR PICK UP PERMIT APPLICATION AND PLANS. Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 February 06, 2012 Page 1 of 1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL PERMIT NO DATE PAID: FEE PAID" RECEIPT #: APPLICANT: AGENT: PROPERTY ADDRESS: LOT: BLOCK: SUBDIVISION: CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH TANK INSTALLATION [01] TANK SIZE (1] :_._- [2] [02] TANK MATERIAL_m... [03] OUTLET DEVICE [04] MULTI - CHAMBERED (Y / N ] [05] OUTLET FILTER [06] LEGEND [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID STATUTE OR RULE SET [ ] [271 [ ] [281 I l [29] [ ] [30] ] [31] ] [32] [ 1 [33];' 1 [34] [ ] [35]. FIL [ ] [36 [ ] [37' [ I [3 el; DRA1NFIELD INSTALLATION [10] AREA [1],. [2] SOFT [11] DISTRIBUTION BOX _ HEADER [12] NUMBER OF DRAINLINES [13] DRAINLINE SEPARATION [14] DRAINLINE SLOPE [15] DEPTH OF COVER [16] ELEVATION [ABOVE/BELOW] BM [17] SYSTEM LOCATION [18] DOSING PUMPS [19] AGGREGATE SIZE [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] FILL AMOUNT .' [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL [4 EXPLANATION OF VIOLATIONS / REMARKS: I I I I I CONSTRUCT APPROVED /DISAPPROVED]• FINAL SYSTEM [APPROV -s /DISAPPROVED]: DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number: 5744- 002 - 4016 -4 PT 1: Applicant PT 2: Installer /Contractor PT 3' Building Department PT 4: Health Department. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 144931 Permit Number: RC -6 -10 -1009 Inspection Date: February 06, 2012 Inspector: Bruhn, Norman Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: F. Special Inspector Letter Work Classification: Alteration Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (786)295 -1670 Building Department Comments INTERIOR REMODELING REPAIR DRYWALL INSTALL NEW FLOORS JULY 27, 2010 - SEE LETTER ONLY QUALIFIER IS ABEL TO SUBMITT OR PICK UP PERMIT APPLICATION AND PLANS. Passed jr_f_rii. Inspector Comments 4de Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 06, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 4 EMILIANO OROZCO PE. 817 SW 122nd AVE MIAMI FL. 33184 Phone (786) 715 -7125 AS -BUILT CERTIFICATE January 28, 2012 Building Official City of Miami Shores. 10050 NE 2nd Ave. Miami Shores Fl. RE: Interior Remodeling 242 NW 93rd ST. Miami Shores, Fl. PERMIT No. RC 6101009 Dear Building Official: I, Emiliano Orozco, P•E., do hereby attest to the best of my knowledge and professional judgment, that the existing conditions of the property, are according with the approved set of plans of the above address in reference and satisfies the applicable requirements of the Florida Building Code in effect at moment of construction. My statement is based on visual inspection, of the property checking all the items performed in the project and comparing with the as built conditions. Should you have any questions, or need any additional information relating to this project, please do not hesitate to contact me. Sincerely, Emiliano Orozco Florida P.E. No. 66341 f2gfi0 ?d' Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type, ILDING ROOFING Owner's Name (Fee Simple Titleholder) '4v 2-4 7- ,i Owner's Address City f 4 State Tenant/Lessee Name Email .rte o�y �' ° �- 4 /'c, U BY: Permit No. 1c,\ © -1 C 19 Master Permit No. Job Address (where the work is being done) 2 42_. q3 City Miami Shores Village Coun Miami -Dade FOLIO /PARCEL# l'�"' 5i01_ 013-109 Is Building Historically Designated YES NO Contractor's Company Name 0/i e° �'°4 Phone # Contractor's Address 2"C J f/ City Qualifier Name d%!. t State Certificate or Contact Phone State �— Registration No ' ` /fn. 6%, .1- Certi\ ate of Competency No .a1e e y 4 1-4-ez-0 z -.lg1 Flood Zone 5 -` - I 0 1 /o6") -- ip 3 3 Phone # Architect/Eng g to 5.! ." w E -mail 4 's Name (if applicable) Phone # Value of Work For this Pe 't $ Type of Work: ❑Addition Describe Work: ❑Alters Square inear Footage Of Work: ❑ Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ ‘aS CCF $ 6 0.0 ^^� Submittal Fee $ Notary $ Sca Training/Education Fee Q ,to _Q W Radon $ � • ' duS DPBR $ 5.9 B 2S Violation date: eview. $ CO /CC $ 50 1(( Technology Fet_ _ Bond $ Total Fee Now Due $ I 1 1 S. 4(0 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 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 occursseven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro d and a reinspection fee will be charged. Signature Own4r or Agent .�j The foregoing instrument was acknowledged before me this Cam' day of Al IL tL. , 201 by P fir-') t, who is personally known to me or who has produced 01.— As identification and who did take an oath. NOTARY PUBLIC: ` 1 `\``11116 Iit!/, it Sign: .�,;.. •• 1 Print: ' I �o�ss�u►�o� 111,0' My Commission Expires: '�\1�0 � * * ** ** * * * * * * * * * * * * * * * * * * ** *4(4 ** * * * * * * * * * * ** APPROVED BY Signature Contractor The foregoin _' instru a ent was acknowledged before me this.2-:7 day of , L_ , 20 tD , by `Q'(J'�`t i who is personally known to me or who has produced f ' -- 1. 7 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �•`�` 06S9L0a # uoIssiluwoa 11\11\11lt' 11114 My Commission Expires» �fl (d a�la� - ') adozisoi£o .; a Zoning ►7111111► -- -°7 `171111 I t 1111//111 U Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Permit No: 10 -1009 Job Name: June 17, 2010 Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) A demolition permit application is required. 2) The plans submitted do not depict the work that has been performed without permits. Provide a set of plans that show all work. STOPPED REVIEW 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 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: IBC. 0 (.)09 DATE: Ce ) i ( CJeJ 1 o • Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) 17( c-'4-- Gas s Address: 93 Sir 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 by: PERMIT CL RESUB '`: 'ATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: 1039 DATE: JQ) I, Tt31:-Ta- l CA Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) tkl6A/C-4C_ C cC`T t Address: ` 2 �� ? ST From the building department on this date in order to have corrections done to plans And /or get County stamp derstand that the plans need to be brought back to Miami Shores Village Buildi Acknowledged by: PERMIT CLERK INI continue permitting process. IP� RESUBMITTED DATE: PERMIT CLERK INITIAL: APR 2 7 2010 BY.... ktane) S`I-�O ') U.LU a ' L cCui A L 1-°• i0050 Me 2 r cl Ave . 't- --Cca rn or+ en --erg , - e fir -kc-rn czr Sfm )tar t3 alrYI er i U) E ck kQ -1v °- Z- aKt S r)3 A °��rm'c 3 KC °a g- LAD Qsaikct a 2'4-2_ N\kJ q3r 0,e Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Permit No. Master Permit No. L r 0 Owner's Name (Fee Simple Titleholder) 14exAAJC � c 16910 (hone # (%YO 71 2- 920 g Owner's Address al tin lv u) e . Qe l ,} City j-4 ea Wl ! State P1 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shares Village unt (Miak1 FOLIO / PARCEL # , )- )J W i -0 3.-0/ Zip Is Banding Historically Desitmated YES NO Contractor's Company Name Vert„ rA i. a' ft- �vr..d`r- � " Phone # fib) �i' O P Contractor's Address S3).1/41" f" N vJ I I b B .1-1-- - City Ita rw; 1.4.,lam/ State 6, Zip 33O' S Qualifier Name i✓rn e.S ■ C o 9"4"`"-- k .ti Phone # State Certificate or Registration No. CG C in -} 0 b Certificate of Competency No. Architect/Engineer's Name (if applicable) lice.? h (-az 4'1 'Csp Phone # (305)2- c r" 7b76,6 q 'm a ., Value of Work For this Permit aoc1� 00 Square /fin s Footage Of Work: a Type of Work: IXIAddition DAlteration ONew Describe Work: / Je ik) -.Q ma re Ps-0 s F' re,bct /r arld recrodt ® Repair/Replace 0 Demolition *a * * * ** ***** ** * ** *+►**** * *,t,r***** t *,►***F ** ** *** *gtr#r***** * ** tit ***** **** ►**** * *** ** * ** Submittal Fee $ mot JeQ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ ' a/ b. 60, ev.4- 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 A p p l i c a t i o n is h e r e b y m a d e t o o b t a i n a p e r m i t t o d o t h e w o r k a n d 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 AIR secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS a�pd 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 rrr11111! IIIU/j/ Notice to Applicant: As a condition t issuanci `.' .. ,' °1 it i an estimated value exceeding $2500, the applicant must promise in good faith that a copy notice of 41 ; • ? •contion lien law brochure will be delivered to the person whose property is subject to ,, ' • 'nt. Also, a tecorc d notice of commencement must be posted at the job site for the first inspection which , etas seven (7) s ,1 4 , gperatit is issued In the absence of such posted notice, the inspection will , t be appr +". , and reinspection 1 ee q, a 'gyp 1� �� ; / , . .'es ;'T ...:..��o�.;, I,,�,t, Signature �� 7% l III . E OF rr i store 4 4,e er or A: - tp Qt io Mir COMMENCEMENT." The foregoing dayo who' ent was acknowledged before the this Contractor e foregoing instrument was acknowledged before of 7 /v0 , 20/a, by .t*`'Y L4/6 who is personally known to me or who has produced as identificatiog,and who did to I,an oath. rr�amaa pee ll..armen Arevalo PUBLIC: � Commis n #DD600790 '^ Ot. OCT. 01 2010 ofio nal y known to me or ' , o has produ NOTAR Sign: Print: My Commission Expires: 0 e ®, / 0, PUBLIC: if • 0� ®0 °'Y P °j °si �atrlCla �ei�`a'rm� ® • n a mmission #DD600790 ires: OCT, 01,2010 ' , 46/i, yW, R ;INN 0TARY, omm NOTAR Sign: Sri ✓ / /// Print # t4/0193 4-7-6)// € Q My Commission Expires: Q0,1-104:e.e B, liffO I Q res ONNOTARY.c om * * * * * * ** * * * * * * * «, tort******************************* ** * ** ** * * * ** * * *** * * * *** ** * * ** ** * * *** * ***** *** * *,r *** ***** APPLICATION APPROVED BY: (Revised 07/10107) 211K 011/6 5-1/1-444-/-* Plans Examiner Arlenis Silvera From: Norman Bruhn Sent: Tuesday, April 20, 2010 8:04 AM To: 'ccmmiami @gmail.com' Cc: Arlenis Silvera Subject: RE: AUTHORIZATION Ms. Balmori, Unfortunately, as Arlenis has informed you, we need a notarized letter from the applicant to release plans. I am sorry for the inconvenience that this may cause but it is in an effort to protect the applicant. If there is anything that we can do in the mean time please let us know. Norman Bruhn Building Dept. Director Miami Shores Village Ph 305 - 795 -2204 Fax 305 - 756 -8972 BruhnNOMiamiShoresVillage.com Original Message From: Arlenis Silvera Sent: Monday, April 19, 2010 3:28 PM To: 'ccmmiami @gmail.com' Cc: Norman Bruhn Subject: RE: AUTHORIZATION Ms.Balmori: I am in receipt of your letter and I will forward this to the Building Official. He will determine if this letter is sufficient to cancel your permit# RC10 -54. As per my conversation with Mr. Cuello we need the letter to have your notarized signature. Arlenis Silvera Building Clerk Miami Shores Village 305 - 795 -2204 Inspection Line 305- 762 -4949 Original Message From: ccmmiami @gmail.com [mailto:ccmmiami @gmail.com] Sent: Monday, April 19, 2010 11:28 AM To: Arlenis Silvera; Patricio Contractor Subject: Fw: AUTHORIZATION Good Morning Arnelis, As you know I'm out of town, and I can't come to see you right away. But Mr. Roberto Patricio Cuello is taking care Now of the works of my home in 242Nw 93rd street as I authorize in all power of attorney that I left. 1 I authorize him to make all the pertinent works and to close /pay, any permit open that we had filed before. I'll be coming to Miami the 27th of April meanwhile ;Please feel free to contact me at this e -mail address or in the last case call me to 786.205.1516 Best regards, Alexandra Balmori. Sent via BlackBerry by AT &T Original Message From: ccmmiami @gmail.com Date: Mon, 19 Apr 2010 13:49:05 To: < silveraA @miamishoresvillage.com>; Patricio Contractor <Patriciocuello @yahoo.com> Subject: AUTHORIZATION Good Morning Arnelis, As you know I'm out of town, and I can't come to see you right away. But Mr. Ricardo Patricio Cuello is taking care Now of the works of my home in 242Nw 93rd street as I authorize in all power of attorney that I left. I authorize him to make all the pertinent works and to close /pay, any permit open that we had filed before. I'll be coming to Miami the 27th of April meanwhile ;Please feel free to contact me at this e -mail address or in the last case call me to 786.205.1516 Best regards, Alexandra Balmori. Sent via BlackBerry by AT &T 2 ACTIVE TOOL: SELECT Miami -Dade My Home Page 1 of 2 My Home Show Me: Property Information Search By: Select Item 0 Text only 13 Property Appraiser Tax Estima c,: 13 Property Appraiser Tax Comparison Summary Details: Folio No.: 0800 SINGLE FAMILY RESIDENCE Property: 242 NW 93 ST Mailing ALEXANDRA BALMORI Address: 1 Living Units: 242 NW 93 ST MIAMI FL Adj Sq Footage: 33150- Propert y Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,853 Lot Size: 9,225 SQ FT Year Built: 1941 $0/$283,621 MIAMI SHORES SEC 6 County: PB 10 -39 LOT 6 & W1/2 Legal LOT 5 BLK 135 LOT Description: SIZE 75.000 X 123 OR 16907 -3723 0895 1 COC School Board: 25815 -0406 07 2007 1 $0/$385,369 OR 27013 -3376 0809 12 Assessment Information: Year: 2009 2008 Land Value: $152,028 $253,627 Building Value: $131,593 $131,742 Market Value: $283,621 $385,369 Assessed Value: $283,621 $385,369 Taxable Value Information: Year: 2009 2008 $115,000 Applied Applied Taxing Authority: Exemption/ Exemption/ institutions Taxable Taxable Value: Value: Regional: $0/$283,621 $0/$385,369 County: $0/$283,621 $0/$385,369 City: $0/$283,621 $0/$385,369 School Board: $0/$283.621 $0/$385,369 Sale Information: Sale Date: 8/2009 Sale Amount: $115,000 Sale 0 /R: Sales Deeds to or from financial Qualification Description: institutions Additional Information: Click here to see more information for this iroperty. 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MIAMIDADE Legend Property Boundary Selected N Property Street Highway Miami -Dade County Water http: / /gisims2.miamidade.gov /MyHome /propmap.asp 4/27/2010 Miami -Dade My Home Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments http://gisims2.miamidade.gov/MyHome/propmap.asp Page 2 of 2 4/27/2010 July 28, 2010 The City of Miami Shores 10050 NE 2nd Ave. Miami Shores FL 33138 Cc: Alexandra Balmori To Whom It May Concern: r°"VZ1 dUl 2 9 2014 This letter is to close the master permit number: 10 -1009, and all sub - permits attached with this master permit (electrical, mechanical and plumbing) including the demolition permit; for the property located at; 242 NW 93 St. Miami Shores FL 33150 belonging to Alexandra Balmori Sincerely, Patricio Cuello C.G.C. 1516502 AI U.S. Postal Service,. CERTIFIED MAIL,,, RECEIPT (Domestic Mail Only,; No Insurance Coverage Provided) For delivery information visit our website at www usps coma Postage Certified Fee Return Receipt Fee; (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees-: $ $2.8) $2.30 $5.54 '- • ' 'i011if 13 6Z do AZ 2 o PO R Apt. No. 242_ /1/Gil City, State, .Z1P+4.44 d ✓'G 72/ 50 PS Form 3800 Airgusty2006, C JUL 2 Dharma Construction Group Inc. C.G.C.1516502 contact 2555 SW 20th street Miami Florida 33145 /Tel 305.450.1087/ patriciocuello @yahoo.com July 27, 2010 Subject building permits restriction at Miami Shores Building Department 10050 Northeast 2nd Avenue. Miami Shores, FL 33138 -2304 To Whom It May Concern: Dharma Construction Group Inc and Roberto Patricio Cuello (C.G.C. 1516502)qualifier request to the Building Department of Miami Shores to not provide any construction permit or process any plans under Dharma Construction Group Inc if qualifier Roberto Patricio Cuello (C -400- 735 -72- 428 -0) is not present at the time of application submission form either for plan processing or to pull a construction permit. Sincerely Dharma Construction Group Inc Roberto Patricio Cuello C.G.C. 1516502 Signature to, to °.g Printed name of qualifier (Lolitvito (2e\-c40 a.12_,((,0 Date of signature 2 uai smwo3 Signature pubic u Ii1N . Identification C 4cx — 10Wri o0\ Swore to 2 0 t0 (seal) 928 —0 and subscribed before me this O n day oFSO 2010 iami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLfCATION FBC 20 Permit Type: BUILDING ROOFIN ^_ 42_ Owner's Nance (Fee Simple Titleholder) / sCc '( ct_ Owner's Address 2 N City State TenantLessee Nance Permit No. Master Permit No. R c t o -- oo q Phone 7Q6 - 2)0C IC Zip Phone # Entail Job Address (where the work is being done) l S City Miami Shores Village County nmi -Dade _Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Sou { VVCLS --er COr ,-}-. (2)rOt Q B).; 704q9 Contractor's Address City “ E tFi>M 1 S Flood Zone Phone# 7 b y7. 0c( Zip 331-T7 Qualifier Name .1\i,, :11 M 0 ( q VI a ..,:. Phone # 7676 c ") State Certificate or Registration No C 1S 0 g 7) Certificate of Cd tency No E -mail Contact Phone ?�� .2J1 • (o (05 Architect/Engineer's Name (if applicable) Phone Value of Work For this Permit $ Type of Work: Addition Describe Work: N Ct -( 5C idk Square / Linear Footage Of Work: Er-Repair/Replace demolition t`A ( A ( C ❑Altcrati't -- Drew Submittal Notary $ C;;;ds t ;riac'w v'-s4+; ****:.1 aik*;lx** * ** *-lefties- A•*4 **** *AA'** *—k • nol�p} Fee s Scanning S Radon $ Bond $ Double Fee $ Structural Review. $ > ° 'Pe mit Fee $ Training /Education Fee $ DPBR $ Violation date: Total Fee Now i`°'$ See Reverse side —› Bonding. Company's Naine (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 ELECT RICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS BI'~ATERS. 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 eonstruetion -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 ct budding permit with an estimated value exceeding , 2.5.00, the applicant must promise iri 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, Alsb; a certified copy of the recorded notice of coritmencement roust 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'. Owner or Agent The foregoing instrument was acknowledged before me this 1 g day of , 20 , by 6.0 T- Cj'3(4M who is personally kno to me or who has produced As identification and who did take an oath, NOTARY PUBLIC: .S.igta Print: My Commission Expires: OMg.P1010'f.- VALDES.. M. 01110.15,11113.:1012 I l ti� ,R�I,:M W l �Y. 20 IL Contractor, The foregoing instrument was aeknowledged before me this day of t✓i�4 , L-� ; 20 10, bye who i pe ovally known t me or who has produced' as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Engineer (Revised UT IO,07 Revised 06 +10,2009) Sign: Print: 1 y Q04144sion ExO F< t 20 l 2 1" . A Notary NAM - saw rya i. .1 My Comm. Eimir s Jul 13, 20t2 ,.!�,_,�_ ... �u'.. Comm ultra 800 105261.... �FiF�9bl i°t�tet' ** Nor --....v. dres4 • I0! ***it** Zoning Clerk checked RIDA DEPA.RTMENT OF" BOS‘• ___,-4=-•PROFESSIONAL REGULATION, , , -coNsnwq- „NEPJ.iy,pTRY .-LICENSTNG! BOA.RD . ,a,c1tr:.-Lue.,?y•_.4:00187 - _ DATE BATCH NUMBER' 09/0112008 080094.879 cctx132.ar The ROOFING • CONTRA,.CTCW _ Named • below:** IS!' CERTIFIED Under the pov ons. of Cha. Expiration date: AUG 31: MORANA,, SOUTHEASTERN •• ,CONSITatliCTI, 12335 SIAT: 212. TERRA'CE• MIAMI - • • • ••. • •.*Ft: CHARLIE -CRIST GOVERNOR. , .ClikitLES W -DRAG° 'SECRETARY 7PROFESSIONAL REGULATION. . .BCIARD SEQ# LO-8090100342 O9/.01/2O0 8 8 084437:8-..,.:1:COCI...50. The GENERAL CONTRCTOR -7 Nained. below T$-.1.' CERTIFIED Under the proVieione-.,*of',: Chapt4 ; Expiration. date: AUG MORANA AMILLY.. SOUTHEASTERN....2CONSTRU.0 PO• BOX 7706194 MIAMI .CHARLIE GOVERNOR • ECid IREEY CHARLES DRAGO •-::'SECRETARY. i T1ON CONTRACT DO NOT FORWARD SOUTHEASTERN CONSTRUCTION GROUP INC AWILDA ALVAREZ PRES PO BOX 770694 MIAMI FL 33177 isll3tt1tt sii�tit9ltt: iii ,�tlittittdiitti ►iitis�sia +ti SEE OTHER SIDE DO NOT FORWARD SOUTHEASTERN CONSTRUCTION GROUP INC AWILDA ALVAREZ PRES PO BOX 770694 MIAMI FL 33177 h11111111 if111i111111111111d1 Msf1Iit1i 1111319194010 ACORD, CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE AC10- 22300206- 888128 10- 22300206 - 888128 6/8/2010 2:17:22PM PRODUCER Bighpoint Risk Services LLC 14160 Dallas Parkway #500 Dallas, TX 75254 (800) 632 -5096 (972) 715 -0959 Fax: (972) 404 -4450 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES REI OW INSURERS AFFORDING COVERAGE INSURED: AMS 1 /c /f: SOUTHEASTERN CONSTRUCTION GROUP, INC 7020 NW 37 CT Hialeah, FL 33147 (305) 278 -4665 Fax: (786) 472 -9284 INSURER A: Companion Property and Casualty TnsuranoP C INSURER B: INSURER C: INSURER D: INSURER E: l.V V Cflli\OCJ - THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER ANT WITH RESPECT TO WHICH THIS CERTIRCATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES QED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE WATS SHOWN MAY HAVE BEEN REDUCED BY PAM CLAMS INSR TYPE OF INSURANCE POLICY NUMBER POUCY (MMEFFECTIVE POUCY n� LIMITS GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY .. EACH OCCURRENCE $ FIRE DAMAGE (Any One Fire) $ ICLAIMS MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEML AGGREGATE LIMIT APPLIES PER POLICY n 1Eraj Flux PRODUCTS - COMP/OP AGG $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS , COMBINED SINGLE LIMIT (Ea accident $ - BODILY INJURY (Per person) $ BODILY W URY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE R LJABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY OCCUR ❑CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ $ - $ DEDUCTIBLE RETENTION $ $ A WORKERS EMPLOYERS COMPENSATION AND LIABiLtTY WC77779991701 04/01/2010 04/01/2011 tt J� ' x I TA ° FR E.LEACHACCIDENT $ 1000000 E.LDISEASE - EAEMPLOYEE $ 1000000 E.L. DISEASE - POLICY mar $ 1000000 OTHER LIMITS $ UMtTS $ ur.3 /wn ur NYCrswlR tS5r IA1 WnSMYf�.HWt.CLMtR4W A1N7eu 1ST enwutISCBmO'I /`�"ttd/Y. rnuraywna 1. This certificate remains in effect, provided the client's account is in good standing with AMS Coverage is not provided for any employee for which the client is not reporting wages to AMS. Applies to 100% of the employees of AMS leased to SOUTHEASTERN CONSTRUCTION GROUP, INC, effective 04/01/2010. 2. Insured is afforded Workers Compensation & Employers liability as a co- employer under the policy for employees leased from AMS. ** *PLEASE SEE ATTACHED EMPLOYEE ROSTER. * ** CERTIFICATE HOLDER i 1 ADDITIONAL INSURED; s LEER` City Miami Shores Village 10050 NE 2nd Avenue Miami Shares , F133138 Tel: (305) 759 -2294 Fax: (305) 756 -8972 CANCELLATION SHOULD ANY OF TtB ABOVE DESCRIBED POLICIES BE CANCELLED t3EFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL ORME NO OBLIGATION OR. UABRJTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORRED REPRESENTATIVE CORD 25-S (7/97) D ACORD CORPORATION 1988 ACCORD THICERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGA I1VELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND TIP= CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL 041SURED, the policyQ s) must be endorsed. fE SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain pow may require mr endorsemeit. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). Pt yNumber b04GZ000776714 Date Entered: 1/14/2009 lDATE NUNDUJYTYY) CERTIFICATE OF LIABILITY INSURANCE 6/8/2010 PRODUCER The World Of Insurance, Inc. 13155 SW 134 ST suite 209 MIAMI, FL 33186 CONTACT NAME: PismIE IA= - (786) 573 -2221 No. ExII "AR' Jill @theworldofinsurance cos I FAX Not (786) 573 -2224 PRODUCER CUSTOMER Kt* $ISURERIS) AFFORDSIG COVERAGE SOUTHEASTERN CONSTRUCTION ION GRCOP, INC P 0 BOX 770694 MIAMI , FL 33177 RENNER A: MID CASUALTY COMPANY • DISUELER B: INSURER C: INSURER D: INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: 11418 IS TO CERTIFY THAT THE Pbt.ICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR cottomoni OF ANY CONTRACT OR 0THER NT�i RE TO ALT THE WHICHS HIS CERTIFICATE MAY BE ISSUED OR MAY PERTA8 , THE AFFORDED BYTHE POLICES' BESCREIED HERM IS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LY IIVSHOWN MAY HAVE BEEN REDUCED BY PAID CLAWS. AM-SIM POLICY EFF LTR TYPE OF VSURANGE WW2 MID POLICY N IMMIDWYYri1 REVISION NUMBER: GENERAL UABS.rY COMMERCIAL GENERAL UABILITY CFAG*S -MADE ® OCCUR GEN LGGRREGATE lMr APPLIES PER: POUCY .EG FLOC AUTOMOBILE UABLITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS . NON- OWNED AUTOS 04GL000776714 N/A UMBRELLA UAB EXCESS UAB OCCUR CUdMSSMADE DEDUCTIBLE RETENTION $ N/A 9/19/2009 Miffs 9/19/2010 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED $ 100,000 PREMISES (Ea occurrence) MED EXP (Any one PerSon) $ EXCLUDED PERSONAL & ADV INJURY GENERAL AGGREGATE $1,000,000 $ 2,000.000 PRODUCTS - COMP/OP AGG $ 1,000,000 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY Per accident) PROPERTY DAMAGE (Per accident) $ WORKERS COMPENSATION Apps EMPLOYERS UABSliY ETOR ANY YIPROPRIM R EXTTU IERIEwIECUTNE (Scan ory in NH) If s DESCRIPTION OPERATIONS below YiN ' NIA 11 N/A EACH OCCURRENCE $ AGGREGATE $ WC STATU- I IOTH- TORY LIMITS ER EL EACH ACCRENr $ EL DISEASE - EA EM PLO $ EL DISEASE - POLICY UMIT $ N/A DESCRIPTION OF OPERATIONS / LOCATIONS( VEHICLES (Attach ACORD 181, Additional ReinariS Sci e, it More apace is tee ) GENERAL C.0 NTRACTOR. . CERTIFICATE HOLDER City Miami Shores Village 10050 NE 2nd Avenue Miami Shores , F133138 Tel: (305) 759 -2294 Fax: (305) 756 -8972 ACORD 25 (2009109) prong FomasossPluss cewww.Farnsaoss.caalmPr s00-208-1$77 CANCELLATION CANCELLED BEFORE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE THE EXPIRATION DATE THEREOF, NOTICE Wit I. BE DELNERED tN ACCORDANCE WITH THE POLICY PROWSIO NS. AUTHORIZED REPRESENTATIVE OJEDA R) 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 242 NW 93 Street Miami Shores, FL 33150- 1131010331090 Block: Lot: ALEXANDRA BALMORI Owner Information Address Phone Cell ALEXANDRA BALMORI 242 NW 93 Street MIAMI SHORES FL 33150 -2236 (786)206 -1516 Contractor(s) Phone Cell Phone SOUTHEASTERN CONSTRUCTION GF (786)295 -1670 (305)219 -9532 Valuation: Total Sq Feet: $ 29,750.00 1195 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: INTERIOR REMODELING Stories: Front Setback: Left Setback: Bedrooms: 2 Plans Submitted: Yes Certificate Date: Bond Retum : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: 2 Certificate Status: Additional Info: Classification: Residential Fees Due CCF CO /CC Fee DBPR Surcharge Education Surcharge Notary Fee Permit Fee - New Construction Radon Surcharge Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Work without Permit Fee Total: Amount $18.00 $50.00 $5.98 $6.00 $5.00 $896.25 $5.98 $18.00 $150.00 ($150.00) $24.00 $896.25 $1,925.46 Pay Date Pay Type Invoice # RC -6 -10 -38070 08/26/2010 Check #: 162 06/01/2010 Check #: 1034 Amt Paid Amt Due $ 1,775.46 $ 150.00 $ 150.00 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Shutter Final Window Door Attachment Tie Beam Slab Termite Letter Framing Insulation Drywall Screw Shutter Attachment Window and Door Buck Ceiling Grid Fill Cells Columns Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy August 26, 2010 August 26, 2010 Date 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TIE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.P..0 tO..lQQq TAX FOLIO NO. (1-- - %I01— O? —(0') STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. 1. Legal description pf property and street/address: V}x \Az.G ` 3 3V37g 2. DpscriptioRof improvement' 1 � t✓ Q . OO ( 6 G f o iN- Cat 06, o4-412 4 1 3. Owner(s) name and address: A(EX v4044- 'Cab' it 10 interest in property: Vtltft-r ' ( `33) 3' Name and address of fee simple titleholder: 1 111111111111111111111 11111111111111111111111 CFN 201080531131 OR 8k 27401 Ps 1241; tips) RECORDED 08/26/2010 15:42:01 HARVEY RUVItir CLERK OF COURT IiIAIII -DARE COUNTY? FLORIDA LAST PAGE 4. Contractor's name and address* So Q,aisk iYr/1 -f)�^" 1 v wt ' 014 tf o � 1 vl PO )&( 770 Okk b1,i+f!'"'l, ( 3 ►77 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8.1n addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name P Sworn to and subscribed before me this 2.4 day of (4u2..c.4. Notary Public Print Notary's ame My commission expires: 123.01 -82 PAGE 4 8702 STATE OF FLORIDA, COUN IY OF DAVE t HEREBY CERTh' Y ffi t Iris Is a rr w py of > a cf origineli n s offs o an_ __ ay Nand and Official Stead. VIN, CLE circuit and County Courts D.G. WI HAR BUILDING PERMIT APPLICATI FBC 20 Permit Type: BUILDING ROOFING Owner's N ame,me Simple Titleholder) No-60X APAQ,A Owner's Addres Q `\9,3 City ; S Tenant/Less Entail Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel; (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762A949 C t Y: Permit No. Master Permit No. ( 0. 1 OQ Job Address (where the work is being 'done) City Miami Shores Villa =e FOLIO / PARCEL # zip j 0 • Phone # c--;‘ 3 A- County Miami -Dade Is Building Historically Designated YES NO -y Sfa -% k \ \t Y `! • Phone # Contractor's Address . 1 .7 s _2.1-L. 4 76 - City ______EL -L State �7- -" \ Zip a 1 1 1 Contractor's Company Name 44b1 'ei,.t✓� t od Zone 7,-z Qualifier Name -J ,.ti \L. (,-.‘k of (46,c, • State Certificate or Registration No r j6_ . i "o i3 72y Certificate o. mpetency No. pa �p Contact Phone n-0 0 arCc Cn • t i� r ,� U :' , T a Email v� ,,ik� i Phone # 7) 6 ti ( Architect /Engineer's Name (if appli ab e) .v . yk teeritIn Y (4 Jp a ,t�{tf?W' `'F 4ition Alteration e 'fork: 'r'' .' i / t E> tj S Phone # ttiNI:Lingat Foetnge Of \- Gti rt * *it Fms* **ic *n :4** ***A k- A.** Submittal Fee $ Notary S • ' Y Scanning $ Double Fee $ Permit Fee $ Training /Education Fee $ Structural Review. $ CCF Technology Fee $ v.nd $ Violation date: r 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 h commenced prior to the nce of a permit and that all work will be performed to meet the standard laws regal construction in this jurisdiction. I understand a separate permit must be seuured'tbr ELECTRI{ AL WOR'k , Sid WELLS, POOLS, FURNACES, BOILERS, FIE' fERS. TANKS and AIR CONDITIONERS, 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 WiDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance ofa building permit with q ,Astimated value exceeding li, ,; tpplicant most promise in good f that a c ,notice of conunencement tonstru _ lien law brochure will hi, e to the pp* whose property is` ect to a men Also, a certified copy oft *conk of commencement must be posted at the fob for the first inspectxei which occ,'rs' seven 17) days after the building permit is issued. In the absen e of such posted notice, the inspection will Pot` %ke appr d ai4 ' n reinspectioitfit wi irged. Signature Owner or A ent° The instrument was acknowledged before me this �---�� q � day'of(124) .'� ,20 ,by -° who is personally known to late or who has produced � ro PE fAF.VAIAES Ol 4 .� (4: y Pelle . State of Rend I My Comm. Exptresr4n113, 2012 �.; Come jon # 00 *05281 4. ",,N Weed Notary Atm. Print.L l Nly Commission Expires a R Contractor The foregoing instrument was acknow dged before me this ' -I- day of /V:3 tr44 22_, 20 /(.q by who is personally lr p i 46,1 0%h'r 1411,1 D. t _ _ suuu., atiao My Conan Expires -4i 13, 2012 .,�. Coreselse1oe 41100.1105201 NO I'ARY �` �rei + • Ow* Mra lkNebelNohry s � — 4 4lb, - wits .... tea. At i Sign' Print: 4 �' _ t/ (o � My Commission Expires: `� ��' / z r° , 1i A-n Y-:4 h-kx*:r-k J: h:(***,***-1 ic ; rk -k'-Ni;;4A-r:;:AAk **** -k-*** **.k ** -kr* * *k:c- .4****:':k*****k3.k;4 kh A-;k:,* -.t i***-k* ***1:A'hx:4k****4k-kk APPROVED BY j/ /t',� Plans Examiner (Revised 07'10 071(Revised 06,10:2000') Engineer Zoning Clerk checked Nov 24 2010 4:14PM HP LRSERJET FAX Policy Number b040 L000776714 Ate CERTIFICA E OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INF CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGA BELOW. THIS CERTIFICATE OF INSURANCE DOES REPRESENTATIVE OR PRODUCER, AND THE CERTI IMPORTANT: If the certificate holder le an ADDITION the terms and conditions of the policy, certain penal certificate holder In lieu of such endorsementjs). PRODUCER The World Of Insurancse, Ina. 13155 SW 134 ST suite 209 MIAMI, FL 33186 INSURED p.1 Data Entered: 1/14 /2009 DATE (MMID /YYYY) 11/24/2010 FtMATTON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS VELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES OT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED ICATE HOLDER. L INSURED, the policy(Ies) must be endorsed. If SUBROGATION 15 WAIVED, subject to may require an endorsement. A statement on this certlffcate does not confer rights to the ioE* (786)573 -2221 Nob ai].le th.worldofinsurauce. aom P RDDUCEPt CUSTOMER 14 #: SODTiffiAsTERN CONSTRUCTION GROUP, NC P 0 BOX 770694 MIAMI, FL 33177 COVERAGES CERTIFICATE NUM THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LIS INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSUR EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS TYPE OF INSURANCE A �G�ENERAL LIABILITY /� COMMERCIAL GENERAL LIABILITY CLAIMS -MADE J OCCUR GEM-AGGREGATE UHT APPLIES PER: POUCY � JF 1 1 j'� LOc AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS UMBRELLA LIAE EXCESS 1.145 POOL MIR SUER WVD INSURERS) AFFORDING COVERAGE INSURER A :MID—CONTINENT CASUALTY COMPANY NATO 9 INSURER B ; INSURER c INSURER O INSURER 5 : INSURER F ER: REVISION NUMBER; ED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, HOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER 04G 000801852 POLICY EFF IMMJOD/YYYY1 9/19/2010 POLICY EXP IMMJDDNYYYI 9/19/2011 LIMITS EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) $1,000,000 $ 100,000 $ERCLDDED PERSONAL 8 ADY INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMPIOPAGG $1,000,000 OCCUR CLAIMS -MADE DEDUCTIBLE RETENTION $ WORICERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YD OFFICER/MEMBER EXCLUDED? (Mandatory IDNH) DESCRIPTION OFF OPERATIONS Imola N/A COMBINED SINGLE LIMIT (Ea aaddert) $ BODILY INJURY (Per person) 5 BODILY INJURY (Per acoldeng PROPERTY DAMAGE (Perelxident) N/A EACH OCCURRENCE $ S AGGREGATE $ NIA N/A WCATATU• I IOTH- TOR t IMP'S FR $ E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE N/A DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach AOCRD 1 • , Add llonal Remarks Schedule, If mare epee* le required, MINERAL CONTRACTOR. CERTIFICATE HOLDER CITY OF MIAbCC =ORBS }WILDING DBBARTM NT 10080 NE 2ND AVE wratdt FL 33138 $as:305 -7f6 -8972 EL DISEASE - POLICY LIMIT 5 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE CORD 261(2009109) The ACORD booed wing Forms Bass Plus software. wwv FOnnsBoas.cOm hlpreaskre Pub, arena 61988 -2009 ACORD CORPORATION, All rights reserve me and Logo are registered marks of ACORD $00-2133-1977 STATE OF FL DA DEPARTMENT OF BUSINESS AND PROFESSIONAL STRT LI ING OE STREET FL 32399 -0783 AMILLY CON «. "` ='UCTION GROUP INC FL 33177 th license a yogi beccane are of the nearly one miWion by tie °apa tment of and Professional and businesses from architects to yacht brokers, box to ba meats, and they keep Ftovida°s•ecohomy strung. Every day we work to improve the way we do business in order to serve you For information about our services, log onto WWW secs , There you can find awe inform t abo our divisions ',_._�® impact you, subs to depart ner* neWerettera and Ian about the Departinent's initiatives. Our mission at ft e Department is; lid Efficiently, Regulate Faidy. We Thank doing busineas in Florida and congratulations an y customers, TI (850) 407 -1395 DETACH THIS IS NOT A Sit'L - DO NOT PAN? 72-0 11E14 .1*4 ME/ IA)CATION SPTIka S857 U41 SOUTREASTERti CONSTNIX-Tior4 GROUP STATE* C6C151113774 ISC 10735 SW 216 ST 416 • 33170 LINIti ME COUNTY SOUTHEASTERN CONS1RUCT1014 SRP IN ° E ILDINS CONTRACTOR .14W Itat i'Auf -60 10 ,a'r4sfolfzirnot-pe mitrignmem-: Mt= 4412112010 800080267 044082450 a'W&iitit tt.inst \-14\to (R-E Vi-fo \)\44 Orci2; ‘s< et s ORKER/S 1 DO NOT FOF4WARD SOUTHEASTERN CONSTRUCTION INC AMILLY HORANA PRES 10735 SW 216 ST 416 MIAMI FL 33170 11,14,1,11,mlio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155734 Scheduled Inspection Date: February 08, 2011 Inspector: Bruhn, Norman Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Permit Number: RC -6 -10 -1009 Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (786)295 -1670 Building Department Comments INTERIOR REMODELING REPAIR DRYWALL INSTALL NEW FLOORS JULY 27, 2010 - SEE LETTER ONLY QUALIFIER IS ABEL TO SUBMITT OR PICK UP PERMIT APPLICATION AND PLANS. Passed )4'-7/7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 155218. CREATED AS REINSPECTION FOR INSP- 155190. CREATED AS REINSPECTION FOR INSP- 144925. WORK EXCEEDS PERMIT. Provide revision. NB February 07, 2011 For Inspections please call: (305)762 -4949 Page 17 of 18 EMILIANO OROZCO PE. 1302 N.E. 1251" street — North Miami — Florida 33161 Phone (305) 891 -4174 Fax (305) 891 -4175 AS -BUILT CERTIFICATE January 28, 2011 Building Official City of Miami Shores. 10050 NE 2n' Ave. Miami Shores Fl. RE: Interior Remodeling 242 NW 931d ST. Miami Shores, Fl. Dear Building Official: Pre' 1, Emiliano Orozco, P.E., do hereby attest to the best of my knowledge and professional judgment, that the existing bearing walls at the bedroom Area and the 2 x 8 wood joists at the kitchen and bathroom respectively are structurally sound and that satisfies the applicable requirements of the Florida Building Code in effect at moment of construction. My statement is based on visual inspection, to the existing wood framing and anchoring to the Existing roof trusses and the inspection of the new wood joist replaced due to the deterioration present on some of them in the kitchen and bathroom. Also developing Structural calculations in order to satisfy the exact conditions of the wall (See calculations attached) and joist. Should you have any questions, or need any additional information relating to this project, please do not hesitate to contact me. Sincerely, Emiliano Oro Florida P.E. No. 66341 104 CL A/C 101 102 EXISTING WOOD STUD 2X4@16T12 REMAIN USING PT YATO JOIST 1,‘![..) + X. MO FIE NINE ALL AGERION CEILING NEON s-r • 0 106 FLOOR PLAN SCALE: N.T.S. DOUBLE PLATE (2)2X4TOREMAIN PLATE BEARING WALL DETAIL SCALE: N.T.S. 100 101 102 103 104 105 106 107 ENTRANCE DINING AREA LIVING—ROOM aTCHEN BEDROOM BATHROOM STUDY BATHROOM EXISTING 8" C.M.U. WALL TO REMAIN STRUCTURAL NOTES GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE LAST EDITION, ACI 318-05, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 350, ANSI SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS 1989, AND AISC SPECIFICATIONS. AU. DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AU. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, WYS OR TIE DOWN& THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB-ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DESIGN LOADS: THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-05. AND FBC 2007 ROOF: FLOOR: LIVE LOAD 30 PSF LIVE LOAD 40 PSF 5 PSF (Partitions) DEAD LOAD 40 PSF DEAD LOAD .25 PSF WIND: DESIGN WIND SPEED =148 MPH EXPOSURE C IMPORTANCE FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT = +0.181.0.18 T2X8WOOD NEW 518" PLYWOOD L!- 111 =111 .T= l 1 11 1 I11 =—f — =-III —III— n —1 1 =n � 1n 1 - — i J.!" � 111 o , 111- i, EXISTING DAMAGED PT WOOD JOIST TO BE REPLACED FOR A NEW PT 2 X 8 WOOD JOIST 16" O/C MAX EXISTING FOUNDATION TO REMAIN FLOOR JOIST DETAIL (TYP) SCALE: N.T.S. TERMITE PROTECTION: ALL BUILDINGS SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE - CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE UCENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT; "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." WOOD: 1. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS, CRIPPLES, SILLS, ETC.., SHALL BE SOUTHERN PINE NO. 2, KID-15, OR BETTER U.N.O. 2. MICRO -LAM BEAMS SHALL BE MANUFACTURED BY TRUSS-JOIST CORP..., OR APPROVED EQUAL, AND SHALL PROVIDE A MODULES OF ELASTICITY OF 2,000,000 P81, A MIN.. FLEXURAL STRESS OF 2,925 PSI, AND A MIN.. HORIZONTAL SHEAR STRESS OF 286 PSI U.N.O. 3. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE - TREATED. WOOD FOR NON - STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF CHROMATED COPPER ARSENATE (CCA). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0,4 PCF OF CCA OR MORE. 4. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" OF HEARTWOOD. 5. AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED \+WOO. WEAR A DUST MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH COLLECTION. DO NOT BURN IT: PRESSURE TREATED WOOD MAY PRODUCE VERY TOXIC FUMES. 8. IN HIGHLY CORROSIVE ENVIRONMENTS, ALL WIND RESISTING HARDWARE INCLUDING THE HURRICANE STRAPS, SHALL BE MADE OF STAINLESS STEEL, OR SHALL BE DIPPED (AND SCRATCHES RE- PAINTED)114 COAL TAR EPDXY PAINT. 7. WOOD PREVIOUSLY USED AS FORM WORK SHALL NOT BE USED AS ROOF FRAMING OR SHEATHING. 8. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 9. HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED ON THE DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS, AND/OR DO NOT HAVE THE SAME GENERAL SHAPE, WILL NOT 8E ACCEPTABLE. 10. NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF WOOD MEMBERS UNLESS THE CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION. 11. ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT - DIPPED GALVANIZED. 'REVISIONS NO. DATE INTERIOR REMODELING J .LL co v-Lu ) 0) 0 CA z — N Q SEAL (D 02S7/11 SHOWN A E.O. Id)NAWIflo NO. S -1 (SHEET 1 OF , ) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) Owner's Address 242 A} G q3 S- City t-t' 4)...4 C v- State -F-( Permit No. t -6 -to t©Z,c Master Permit No. {4.-6 -1O— l©© Phone # Tenant/Lessee Name Zip Phone # Email Job Address (where the work is being done) 2.4 2. l..) City Miami Shores Villa • e County Miami -Dade FOLIO / PARCEL # Zip Is Building Historically Designated YES Contractor's Company Name Contractor's Address City �dtM yam -Sf.-11 Qualifier Name State Certificate or Regista Contact Phone ,,c �s- NO. Cy State Flood Zone Phone # Zip 3 3M3 Phone # Irittz A-c _ , 615 L Certificate of Competency No.. 1 E -mail Q► H C lLeAr Architect/Engi Valued Type() Descri applicable) Phone # .k 4�VNm �Ld .4{.f °.{u; tddiOnipoutra ttguR, r Square / Linear Footage Of Work: lition ** * * * * ** * * * ** * ** * * * * ****** * * * * * ** Submittal Fee $ Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Permit Fee $ * * ** Fees********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Training/Education Fee $ CCF $ Structural Review. $ CO /CC $ ** Technology Fee $ Bond $ Total Fee Now Due $ See Reverse s ‘10 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 es promise in good faith that a copy of the notice of commencement and constructio whose property is subject to attachment. Also, a certified copy of the recorded n for the first inspection which oc , s seven (7) days after the building permit is inspection will not be approved an # reinspection fee will be charged. ted value exceeding $2500, the applicant must law brochure will be delivered to the person cement must be posted at the job site e absence of such posted notice, the Signature Owner or A nt The foregoing instrument was acknowledged before me this .i day of be-e , 2010 , by A1eRltA who isp s�aliy o 'n o e or who has produced As identification and who did take an oath. NOTARY P CP ■— _ _ _ PE0RO F. VALDES Public • Flom Sign:. s.- �` s, 'f.'` i � L'.f's' E. 2012 Print: My Commissionrxpires: Contractor The foregoing instrument was acknowledged before me this i day of . , 20 , by aptro H t-, who is Re n to me or who has produced NOT Sign: Print: as identification and who did take an oath. My Commission Expires: ******************************** ** * * ** ** * * * * ***************************** ** *** * * * *** ** * ** * * * * * * * ** * * * * ** APPROVED BY (711 1 Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 242 NW 93 Street Miami Shores, FL 33150- 1131010331090 Block: Lot: ALEXANDRA BALMORI 1 Owner Information Address Phone CeII ALEXANDRA BALMORI 242 NW 93 Street MIAMI SHORES FL 33150 -2236 (786)206 -1516 Contractor(s) AIR ELECTRIC INC Phone (954)957 -8282 Cell Phone Valuation: Total Sq Feet: $ 5,000.00 1185 1 Tons: 3 Additional Info: SPLIT SYSTEM WITH DUCTWORK Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 1 Date Approved: : In Review Type of Work: MECHANICAL Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee Radon Surcharge Scanning Fee Technology Fee Work without Permit Fee Total: Amount $3.00 $5.93 $1.00 $175.00 $5.93 $3.00 $4.00 $175.00 $372.86 Pay Date Pay Type Amt Paid Amt Due Invoice # MC -6 -10 -38101 08/26/2010 Check #: 162 $ 372.86 $ 0.00 Available Inspections: Inspection Type: Final 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. 1 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 clone in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy August 26, 2010 Date 1 August 26, 2010 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Permit No. I 0 0 Z Master Permit No. RG 10 -1 OO 7 Owner's Name (Fee Simple Titleholder) ,{ d i' Q R Phone # Owner's Address Z CI 2 . W 9-5 S -- City he ergs State t— ( Zip Tenant/Lessee Name Email Job Address (where the work is being done) Phone # 7f�C - 2oS• IC/ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO, Flood Zone 4i Contractor's Company Name Nty, . .le v1� Phone # f YCt^ 1-79-9243t Contractor's Address 12031 �Oi} 3 ( ? L City S c'IA, '3; State �l zip 3B32.3. Qualifier Name 40y\ cam, L 2 1LE, r yr } Phone # qt-4- . 1)-0 f / f.-9 State Certificate or Registration No. C. A C. f 0 `�{�j 3 2 Certificate of Competency No. Contact Phone C( Cei �' C 1- IC L Z. E -mail c t r e l e. ,' - c 0 V to Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Mork: Phone # Square /Linear Footage Of Work: l t I es ❑Alteration ENe ;a ep R- Cea• Demolition * *** * * * * ** * * * * * * ** *err * * *x ** * * * ** * ** ** ee��O* ** * ** ** * * ** * * * ** * ** * * ** * ** ** r * * * ** Fee $ Permit Fee %( //) Submittal Fe $ CCF $ CO /CC $ Notary $ Scanning $ Double Fee $ Training/Education Fee $ Radon $ Structural Review. $ DPBR $ Violation date: Technology Fee $ Bond $ 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 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 promise in good faith that a copy of the notice of commencement and constru whose property is subject to attachment. Also, a certified copy of the recorded for the first inspection which occurs seven (7) days after the building permit inspection will not be approved and a reinspection fee will be charged. Signature ated value exceeding $2500, the applicant must en law b .chure will be delivered to the person cement must be posted at the job site e absence of such posted notice, the Owner or Agent Contractor The foregoing instrument was acknowledged before me this 23 The foregoing instrument was acknowledged before me this 26 day of :l 'v . .20 1? , by ?AND V �J,A- \.1 , day of g f , 201x, by? , who is personally kno o me or who has produced who As identification and who did take an oath. NOTARY PUBLIC: My Commission Expir APPROVED BY rsonally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL malE7.7 4(11\1: BY: Permit No. rn (O t b 2 1 Master Permit No. Owner's Name (Fee Simple Titleholder) ,4 GB ,�/oil , / /e. Phone # Owner's Address V 2 W fig) Lj 3 city /4/ * /14 / State Zip 3 3 / f 0 Tenant/Lessee Name Phone # Email Lid- l ,1, y i Job Address (where the work is being done) City Miami Shores Village ty Mianu- Py de i Z FOLIO /PARCEL# 1/ Of Is Building Historically Designated z 422 N °+3 ST Contractor's Company Name Contractor's Address City Flood Zone T) A1J, Phone # 9.rs'- 793-604'51 zip 3 30 4 3 Qualifier Name Phone # 9fy - '�gy - �0 0 P9' State Certificate or Registration No. Contact Phone Q Sy - 7 9 3' 6 0, V ificate of Competency No. E -mail JJ,r,� enez_ fi-s ► cm "4 ea.l ri e4 Architect/Engineer's Value of Work For this Permit $ 5%/,6 Type of Work: ❑Addition ❑Alteration ❑New r❑y Repair/Replace ❑ Demolition Describe Work: Ai5-74)- / //�-L/ O,J ®f' n) e a.J 3 1-0 4.-/ 9,114 s'ysi on 6o e, 0 47 i'r`f. CA../0 rie sifP 'rill's : "or) s. -i Ye /...,,-.. / / /P> 4 Qni i Ce 11' /'-1 NJ ********************************** i***** F' 'ees** * ** * * * * * * * * * * * * * * * *** * *** **fir * * * * * ** ** * * * * *,r* Submittal Fee $ Permit Fee $ ` \ f ', ( V CCF $ .o CO /CC $ Notary $ Trainin /Educcation Fee $ \ , D -3 Scanning $ Radon $ , C\1) DPBR $ 5 ,P) Violation date: Struc u eview. $ Total Fee Now Due $ L Technology Fee $ Bond $ 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 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 Vrochure 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 A ent The foregoing instrument was acknowledged before me this 2 k The for day of day of IV 1-T-20 ) Qby who is personally known to me or who has produced As identifies i U & iii */did take an oath. NOTARY PUBLIC: �� v ° "'d 411 Contractor oing instrument was ackno ledged before 2010, b AIL rsonally kno s to me or who has produced 4- rtQAfi entification and who did take an oath. PUBLIC: Sign: ; , - Sign: 4Z �d,� rte` Print: i,� ` �� Print: Seaga . ��o �;, G 'pis, 4' ✓8K I I S °�'\'\\., My Commission Expires: T s� � 3r:'-' ,ry�D r ? 1 • s,= * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ************** ** *x * * *,r *x,r *,r * * * *** ** * * * *,r, * * * * *, * *** ** *441* * * ** * * * ** Vat o° 016) My Commission Expires: APPROVED BY Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 B\,on Inspection Number: INSP- 166792 Permit Number: MC -6 -10 -1029 Scheduled Inspection Date: November 21, 2011 Inspector: Perez, JanPierre Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: AIR ELECTRIC INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (954)957 -8282 Building Department Comments INSTALLATION OF NEW 3 TON SPLIT SYSTEM GOODMAN WITH ASSOCIATED DUCTWORK 7 SUPPLY GRILLS 3 TRANSFERS RETURNS AND 2 EXH FANS. yrb9 Z\ a 1 1 Passed [Tv Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 145287. need to fix breaker in unit its loose; fix flex ele pipe @ wall; missing a/c grilles; where is the drain pipe going to jpp November 18, 2011 For Inspections please call: (305)762 -4949 Page 36 of 47 • WV-Z8-'11 07:13 FROM- T -275 P0004/0007 F -864 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 145284 Scheduled Inspection Date: July 27, 2011 Inspector: Hernandez, Rafael Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ORIGINAL PLUMBING INC ),C) - 1 CO9 Permit Number: PL -6 -10 -1028 Permit Type: Plumbing - Residential inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (954)274 -3041 Building Department Comments REPLACE EXISTING PLUMBING FIXTURES IN BATHROOM & KITCHEN SAME LOCATIONS, PLUMBING WORK ONLY Inspector Comments Passed Failed .Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 26, 2011 For Inspections please call: (305)762 -4949 Page 2 of 30 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Inspection Number. INSP - 145284 Scheduled Inspection Date: July 27, 2011 Inspector. Hernandez, Rafael Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: ORIGINAL PLUMBING INC Permit Number: PL -6 -10 -1028 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (954)274 -3041 Building Department Comments REPLACE EXISTING PLUMBING FIXTURES IN BATHROOM & KITCHEN SAME LOCATIONS. PLUMBING WORK ONLY Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 26. 2011 For Inspections please call: (305)762 -4949 9.d LLg8-17Z8-g0C 1VNOLLVN2J31NI Page 2 of 30 e917:g0 LO CO idy Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING VI Permit No Vt "6 1D-1,0 L Master Permit No. Owner's Name (Fee Simple Titleholder) i\ ,)C iA tJ 6 (L1/4 (vot 1. lidegtne # Owner's Address 2 4 City State Zip Tenant/Lessee Name Email Job Address (where the work is being done) Phone # City Miami Shores Villa • e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name ©1 14' Phone # Contractor's Address f 'Jp 47 ! N- ` , Nip / P L_ . A _ State L City Qualifier Name State Certificate or Contact Phone PC Zip -3 3/ b Phone # 754,274-- 3'/4::, / b(-, Certificate of Corapetency No. E -mail e (if applicable) Phone # For this Permit $ Typ f Work: ['Addition Descr #lllek ['Alteration Square / Linear Footage Of Work: ❑New ❑ Repair/Replace V ***** * * * * * * * *** * * * * * * * * * * * * * * * * * * * ** ***Fees *** * ** Submittal Fee $ Permit Fee $ 3 * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: 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 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 FOUR 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 + d a reinspection fee will be charged. Signature J► Signature Owner or gent Contractor The foregoing instrument was a knowledged before mtt a this The foregoing instrument was acknowledged before me this 0 day of h �.� c , 20' Lj , b y{°�l�`Xl jJ 9 4i , day of b , 20 9 cp, by H N who is- sonally known a or who has produced who,issonall knovino me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expire * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY * NOTARY PUBLIC: Sign: Print: My Co ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. t©-. (02g PERMIT APPLICATION Master Permit No. 10 — 1,00 q FBC 20 Permit Typo: PLUMBING nn�1 �1 Owner's Name' (Fee Simple Titleholder) -C `` O/c� 1 11.% (t, 8 Owner's Addre s 7. "42 1∎. v- `�3 s4- City V-C40/-t c ,t j\f . State Zip Tenant/Lessee Name Phone # Email Pho—tie # tr&.1.4,5 -(5(6 Job Address ( here the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL # Is Building Historically Designated YES NO 1I Contractor's Company Name G `� e 4067/ bliNgtf (7,2 Kf 1 State Zip 3 Phone # 9 44-4114 -- 50 cam( Contractor's Add ess City ■ Qualifier Name,' Flood Zone -P 3 -4 -311 Phone# 9'_j ,, 7 -3©e�d State Certificate or Registration No. F C S 7 'O i , Certificate of Competency No. Contact Phone ✓ %4 p 3® �i E -mail p 11/41;'t Architect/Engiteer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work:; ❑Addition Describe Work B o'--. Square / Linear Footage Of Work: DAlteration ONew Repair/Replace ❑ Demolition ! �7 amr. ✓ 1 �"..�. '/. E sad /'� L . r nr�►y L. h. rt . �! • * *1-* **x444416** * * * ** * ** * * ** Fees************* * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** -. V Submittal Fee Notary $ Scanning $ Double Fee $ Permit Fee $ CCF $ CO /CC $ Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Bond $ Violation date: Structural Reliew. $ 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 work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature wner or Agent The foregoing instrument was acknowledged before me this 2tf 1 ,.., day of -- , 20 l0, by ?G1 r J o:NA who is persona y own me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature 41- O Contractor The foregoing instrument was acknowledged before me thi s Z� day of Avfr4 ,20le?,by C?tqatc, VAl / P , who is - onally kno ... e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: My Commission Expires: APPROVED BY /,,2 /_fL' Plans Examiner (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC20 Permit Type!,: PLUMBING Owner's Nam (Fee Simple Titleholder) " e4/11194`4 44'444 et/ Phone # Owner's Address 2- i 2_ e 93 City /H %® State "i° Tenant/Lessee Name Phone # Email 44" ,� # 4'."- 14 �a �,, c«- a ., f- C ; 4gAS* Job Address (Where the work is being done) ilMERVEla Ai JUN 0 1 2011) BY: Permit No. ? Li 0 Master Permit No. '25/500 Zip . 77 /co City iami Shores Villa e FOLIO / PAR EL # 1/ 1/ 0/'— 24-Z Nvo/ al County oqo Is Building Hig'torically Designated Contractor's Company Name Contractor's Address Z^ Ro s -Da Zip lood Zone City Qualifier Name, „ _ _ w State Certificate or Registration No. Contact Phone hone # Zip Phone # f Competency No. 5- 5123S1- Architect /Engine e Name (if applicable) Value of Work For this Per Type of Work: Work: ❑Addition /44 Phone# mear 3, j 0 Alteration ❑New ❑ Repair/Replace ❑ Demolition .4 'v. " iffy t h`"y Submittal Fee 1,4 4€ ****** * * * * * * * * * * * * * * * * * * * * * * * * * *��*--*}} x ** Fees * * ** * * *****: **** *** ** * ** *j ** * *** ** ** * *** *,* * * ** Permit Fee $ ®C ? y._. CCF $ •� v CO /CC $ Training/Education Fee $ 55'6 Technology Fee $ 3 (2 ^D Radon $ DPBR $ t ,1 Bond $ Notary $ Scannint, ouble Fee $ Structural Rev Violation date: ew. $ Total Fee Now Due $ 1L9 2 Pip 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 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 k 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 o -" urs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approvgd a W a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of/ArPat L_ , 20 \�by T The fore oin instrument was ackn day of , 20 /O, by who is personally known to me or who has produced y ho is personally kn wn to me or who has produced de As identification and wo did take an oath. ottli NOTARY PUBLIC: `\'�'0. 4! X31d'' Sign: Print: My Commission Expires: APPROVED BY wok 511 %Vi 7,01,191 �i 5811�t • �``\�� sou > >�� ication and who did take an oath. NOTARY P C: Sign Print: My Co PAOLA OSORIO AMBROSINI Notary Public, State of Florida Commission# DD921134 My comm. wires Sept. 12, 2013 gi* Cr 5°4114 Plans Examiner (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Zoning Clerk checked 1 Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address Parcel Number Applicant 242 NW 93 Street Miami Shores, FL 33150- 1131010331090 Block: Lot: ALEXANDRA BALMORI Owner Information Address Phone Cell ALEXANDRA BALMORI 242 NW 93 Street MIAMI SHORES FL 33150 -2236 (786)206 -1516 Contractor(s) ORIGINAL PLUMBING INC Phone (954)274 -3041 Cell Phone Valuation: $ 4,000.00 Total Sq Feet: 350 1 Type of Work: REPLACE EXISITNG PLUMBING FIXTURES Type of Piping: PLUMBING Additional Info: Bond Retum : Classification: Residential Scanning: 1 Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee Radon Surcharge Scanning Fee Technology Fee Work without Permit Fee Total: , Amount $2.40 $1.75 $0.80 $225.00 $1.75 $3.00 $3.20 $225.00 $462.90 , Pay Date Pay Type Amt Paid Amt Due Invoice # PL -6 -10 -38100 08/26/2010 Check #: 162 $ 462.90 $ 0.00 Available Inspections: 1 Inspection Type: Top Out Re Pipe Main Drain Heater Water Service Final Water Main Lavatory Underground 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. 1 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. August 26, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 26, 2010 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162500 Permit Number: EL -6 -10 -1027 Scheduled Inspection Date: August 01, 2011 Inspector: Devaney, Michael Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: MESA BROTHERS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (305)345 -1974 Building Department Comments RE- WIRING Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 162449. Add receptacle to east side of counter. Add smoke detectors where sheet rock covered boxes. Move water heater disconnect and disch washer receptacle. In garage / careport area change panel and boxes that are exposed to elements to wether proof/Nil receptacles in this area to be G. F. I. protected. FizTh a z( July 29, 2011 For Inspections please call: (305)762 -4949 Page 15 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) Owner's Address 2 °'f w Permit No. CZ -4 -10 to Master Permit No. Rc-- k 0 A !& ,1/44/1C - et4 {P t 'hone # 4135-° City State Zip Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Phone # �E2 tug 6(". s \— County Miami -Dade Zip NO Contractor's Company Name r14. ro4ha r 1 nL . 52156W 1O? T L Contractor's Address City r'tr A.Mr- Qualifi State Contac Phone # Flood Zone b!)1 4 1e MCC ° aiid.ucd - ltftme (if app ica k For this Permit $ TyPe�of Work: ❑Addition ❑Alteration Describe Work: V 1 S i'D two Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition *** ** * * * * * * * *** ** ** * * * * * *** * * * * * ** r ** ** Fees************* * * ** *** ***** ** ** * **** * * * * *** * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ CCF $ CO /CC $ Technology Fee $ Bond $ 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 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, ' n the absen of such posted notice, the inspection will not be approved alb' a re- inspection fee will be charged. Signature The foregoing day of who is persona r. - r- t— — — — EDRD F. VALDES titagietakiaRAtatdiatikffant y C iiy s`dul 20 As identification and who did take an oath. NOTARY PUBLIC: The forego day of who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) Miami Shores Village Building Department 1 0050 N.E.2nd A&enue, Miami Shores, Florida 33138 Tel: (305) 195.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. 10— tO 2 7 Master Permit No. R C 10.10o/ Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) k kycefivi 14 A g LtioR Phone # 7 f4,-La s.1c /6, Owner's Address -2-7'2_ City /7,44,-5/_-&---0---c State Tenant/Lessee Name Email Zip Phone # Job Address (where the work is being done). ;7- e./- ?.3 City Miami Shores Village FOLIO / PARCEL # County Miami-Dade Zip a- ? 1--"" Is Building Historically Designated YES NO Flood Zone /eig ai-071/0e.4, Contractor's Address 5-...)_75,2, & /: Agee City /1-1/0,---,‘" State ,.74 A7r4 Zip 0-3 / %.7. Contractor's Company Name Phone # Qualifier Name 44? / Phone # State Certificate or Registration No. £1- /30a/9 7 61 Certificate of Competency No. 4-e--/ 0-2"176 Contact Phone Architect/Engineer's Name (if applicable) E-mail 7gefV ,1/7 We , Phone # Value of Work For this Permit $ .000 Type of Work: DAdditio Describe Work: '■ ' 1, m if ko0,4iet+ Square / Linear Footage Of Work: Alteration :New kr Repair/Replace Demolition r 1-717 t©o r , .';.„,,,4,.':,,,.., ik ,, ,r . 1., , ,*- , .7 r, :1`,..0 Wit ';', ' ' ,....!F , .::1.r)2 ,, , ,--... _ ***************************************Fees******************************************** Permit Fee $ Submittal Fee $ Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Training/Education Fee $ CCF $ co/CC s Violation date: Technology Fee $ Bond $ 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 work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. Signature (f a Owner or Agent The foregoing instrument was acknowledged before me this t e day of , 20 ►' , by 74050 Uaadcs who is . y own • who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Ex APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this 1P day of Dpi h.St , 20 i0 , by (�c�i� -t ,A1C , who is personally known a or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commis Plans Examiner Zoning Engineer Clerk checked. (Revised 07 /10 /07)(Revised 06/10/2009) ACORD, CERTIFICATE OF LIABILITY INSURANCE 1 DATE(MM/DD 12/17/2009 009 PRODUCER (305) 714 -4400 FAX: (305) 714 -4401 BROWN & BROWN INSURANCE -HBA DIVISION 2500 NW 79th Avenue Suite# 101 Miami FL 33122 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Mesa Brothers Inc. 5215 S . w. 103rd Avenue (rear) Miami FL 33165 INSURER A FCCI Insurance Company INSURER B: INSURER C: INSURER D: INSURER E: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. AFDY) PDE EXPIRATION POLICY NUMBER DATE (MMD!Y POLICY INSR ADD'L LTR JNSRD TYPE OF INSURANCE A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY X CLAIMS MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY [1 JECOT J] LOC AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GL0003191 12/18/2009 12/18/2010 LIMITS EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY GENERAL AGGREGATE $ 1,000,000 $- 2,000,000 -PRODUCTS - COMP /OP AGO__ $ 2,000,000 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY: EA ACC AGG EXCESS /UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ELECTRICAL — WITHIN BLDGS. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 1050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE H INSURANCE GROUP /JG1 ACORD 25 (2001/08) INS025 (0108).08a © ACORD CORPORATION 1988 Page 1 of 2 ACORDTM CERTIFICATE OF LIABILITY INSURANCE FPVYQ9CE DATE ) PRODUCER Risk Transfer Programs, LLC 219 East Livingston Street Orlando, FL 32801 866 -481 -9363 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR , ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED First Financial Employee Leasing, Inc. Ph 941- 625 -7141; 800- 624- 1805/Fx 941 -883 -5852 3745 Tamiami Trail Port Charlotte, FL 33952 INSURER A: SUA Insurance Company 40134 INSURER B: GENERAL INSURER C: - INSURER D: INSURER E: $ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY - EACH OCCURRENCE $ DAMAGE I U RENTED PREMISES (Ea occurence) $ CLAIMS MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ POLICY I -CT Ti LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) — BODILY INJURY (Per person) $ — BODILY INJURY (Per accident) $ — PROPERTY DAMAGE (Per accident) $ GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN E/+ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? It yes, des SPECIAL PROVISIO NS below PROVISIONS WSLTHPE 000066 05 12/31/2009 01/01/2011 X TWCSTATTS IOTH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1, 000, 000 E.L. DISEASE - POLICY LIMIT $ 1, 000, 0 0 0 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Coverage is extended to the leased employees of alternate employer (Florida, Georgia and Texas Operations Only): Mesa Brothers Inc. #5444 (Effective 12/17/09) PLEASE CALL FIRST FINANCIAL FOR AN UPDATED LIST OF COVERED EMPLOYEES. CANCELLATION Miami Shores Village 1050 NE 2nd Ave. Miami Shores, FL 33128 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATETHEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Page 1 of 1 ACORD 25 (2001/08) O ACORD CORPORATION 1988 'MIAMI -DADE COUNTY TAX COU.ECTOR :9'40 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130,. 2010 LOCAL BUSINESS TAX RECEIPT 2011 FIRST -CLASS MIAMI -DADE COUNTY - STATE OF FLORIDA U.S. POSTAGE i EXPIRES SEPT. 30, 2011 PAID MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 PERMIT NO. 231 040577 -9 BUSINESS- NAME 1 LOCATION MESA BROTHERS INC 5215 SW, 103 AVE •THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 040577 -9 STATER EC13001870 33165 UNI.N DADE COUNTY OWNER MESA BROTHERS INC • $ec. Type -of Business THIS is `3N ?AE aCTRICAL CONTRACTOR BUSINESS TAX RECEIPT. IT DOES NOT PEAMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING - LAWS OF THE: COUNTY OR CmES. NOR DOES ' IT EXEMPT THE HOLDENFROM'ANY OTHER; PERMIT OR LICENSE 7. REQUIRED BY LAW. THIS is 'NOT. ;A_'CEFTi1FICATION OF QUAUFICA.. 1-.RAY )TRACEVED MIAMI D COUNTY-TAX 08/:11/2030 L0030000569? 00075 , 0;0 SEE OTHER SIDE WORKER /S 10 DO NOT FORWARD MESA BROTHERS INC RAUL -MESA PRES 5215 SW 103 AVE MIAMI FL 33165 Bill) ttill9lF�i ltitlFl! lt�tiliflttt [t3�11FtitttlttltlYN fl UG 1 Min nGI%C Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) ki 1' 4"2 Owner's Address 242 '°? f! fir° City M ,14,11 State ' - Tenant/Lessee Name /"...0 Email 1,0 c' o3VWWI JUN �U 1 �X 1 f, DY: 'e.J6 Permit No. EL_ t 0 -� 10T°7 Master Permit No. Phone # D44 a,.95-. a'4 Job Address (where the work is being done) City Miami Shores Villa FOLIO / PARCEL # Is Building Historicall Contractor's Comp Contractor's Addres City Qualifier Name �)- ®/ esignate S - 'aN1/44G3"I'SI- C Miami -Dade Zip Flood Zone State Certificate or Regi Contact Phone Architect/Engineer's Name (if a icable Phone # Value of Worms this Permit $ Type of Work: on Describe Work: • e l c '00 tera Square / Linear Footage Of Work: tion :New ❑ Repair/Replace 4r * *** * * * ** *** * * *** * *** * *** * * * * * * * ** * ** Fees* *** * * * * * * * * * * * * *** ** * * * * * *** * * **** * * * * * * ** Submittal Fee $ Notary $ Permit Fee $ fir-P CCF $ . • op CO /CC $ Training/Education Fee $ .( Scanning $ 3 •� Radon $ S "(1)° DPBR $ ,OD oubr le Fee $ 17 ,t) 0 Violation date: Structural Review. $ Total Fee Now Due $ k11 Technology Fee $ 4 . Bond $ 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 afier the building permit is issued. In the absence of such posted notice, the inspection will not be apprpved and a re- inspection fee will be charged. Signature L71 O er or Agent The foregoing instrument was acknowledged before me this 2 7 day of Aka-A L20 L)by who is personally known to me or who has produced -,i9 As identification and who did take an oath. NOTARY PUBLIC: NO' 1tttualratty�� °, °i :.„ y Sign: ` . - Print: My Commission Expires: * * * * * * * * * * * * * * * ** APPROVED BY eimeAoS sis ° °' °err r rri i ri rO‘��, Signature 440111111rovir,.00 Contractor The foregoing instrument was acknowledged before me this Z day of , 2010 , byge,1o6rs.iJ A- who is personally known to me or who has produced :> as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Sign: Print: My Commission E eY.• n ��•y GLADYS UANINU MY COMMISSION # DD 750516 EXPIRES: February 2, 2012 itt• Bonded Thu Notary f undennfters Zoning Clerk checked 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 242 NW 93 Street Miami Shores, FL 33150- 1131010331090 Block: Lot: ALEXANDRA BALMORI 1 Owner Information Address Phone Cell ALEXANDRA BALMORI 242 NW 93 Street MIAMI SHORES FL 33150 -2236 (786)206 -1516 Contractor(s) MESA BROTHERS INC Phone Cell Phone (305)345 -1974 Type of Work: RE- WIRING Additional Info: ELECTRICAL Classification: Residential Scanning: 1 Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee - Additions/Alterations Radon Surcharge Scanning Fee Technology Fee Work without Permit Fee Total: Amount $3.00 $5.00 $1.00 $225.00 $5.00 $3.00 $4.00 $225.00 $471.00 Pay Date Pay Type Invoice # EL -6 -10 -38098 08/26/2010 Check #: 162 $ 471.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: 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. August 26, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 26, 2010 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 147560 Scheduled Inspection Date: July 05, 2011 Inspector: Rodriguez, Jorge Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP 16-160a1 Permit Number: DEMO -7 -10 -1205 Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (786)295 -1670 Building Department Comments INTERIOR DEMOLITION Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 01, 2011 For Inspections please call: (305)762 -4949 Page 2 of 32 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 242 NW 93 Street Miami Shores, FL 33150- 1131010331090 Block: Lot: ALEXANDRA BALMORI Owner Information Address Phone Cell ALEXANDRA BALMORI 242 NW 93 Street MIAMI SHORES FL 33150 -2236 (786)206 -1516 Contractor(s) Phone Cell Phone SOUTHEASTERN CONSTRUCTION GF (786)295 -1670 (305)219 -9532 Valuation: Total Sq Feet: $ 750.00 1195 1 Type of Demo: Building Additional Info: INTERIOR DEMOLITION Classification: Residential Scanning: 1 Fees Due CCF DBPR Surcharge Education Surcharge Permit Fee Radon Surcharge Scanning Fee Technology Fee Work without Permit Fee Total: Amount $0.60 $5.98 $0.20 $100.00 $5.98 $3.00 $0.80 $100.00 $216.56 Pay Date Pay Type Amt Paid Amt Due Invoice # DEMO -7 -10 -38318 08/26/2010 Check #: 162 $ 216.56 $ 0.00 Available Inspections: Inspection Type: Final 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 Taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 26, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 26, 2010 1 iarni Shor Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762A94 BUILDING PERMIT APPLICATI FBC 20 ert t ype: BUILDING RO9FI , - Owner's Name -(Fee imple Titleh Owner's Address Z- [ k) City ✓,i State Tenant/Lessee Name Zip Phone # Email Job Address where the work is being done) Z City Miami Shores Village FOLIO / PARCEL # za Is Building Historically Desi nated YES NO Contractor's Company Name `t Sow I na� ^ Contractor's Address 0 6 7 J City n State Flood Zone zip '"? Qualifier Name i y _ l" `�`^ `� Phone # 7 P6 ',1' - 7 y v �% State CertificAttr Registration Contact Phone 7 y 77 A e of Competency No. er's Name (if applicable) Va1u this erniit Typ of 'o>?kk 4‘'DAdtMitiioi Des c'gibe AV irk: ; teration Squ �JN ;AV uQta. aalV )r'9ri t' bI tsswae r +� zr rep of Re„ Phone # N nol' Lion ci ` Ak** kk**** k* *k:4.: *kk * *k*k'n *k* ** * *** * * * *kk k* k*** **�4�kk�r'ic-ir ****'nir�r'****� ** *k**** *Air >r�r *** Fees Submittal Fee $ Permit Fee $ CCF $ Notary $ TrainrnglEducation Fee $ Scanning 5 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ CO /CC Technology Fee 5 Bond $ Bonding Company's Name (if applicab Bonding Company's Address Citv Mortgage Lender's Name (if a 1 i a le) •• °�` - Mortgage Lender's Address City State Zip Application is hereby made to obtain permit to do the and installations as indicated. I certify that no work or installation has commenced prior to the issuance errnit and allk will be performed to meet the standards of all laws regulating eonstr ction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELL; POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS. ETC OWNER'S AFFIDAVf 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 PAVING 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 d animated value exceeding $2500, t*ifpplicant 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 prwierty !s subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for tlte, trl tx)rI which oc� r ) er the r t pe «� ; issued. In the absence of sat osted notice, the inspection will not be approved and a reim ection ee WilT he char gc Signature The foregoing Omer or Agent meat was acknowledged before me this 1 25 day of '� �_ ;''.e bye34c S 4.y who is personally k iosvn t m oi:wb S proclucr sosign. A n ,4_• fd Print: tk U Jf C,& My Commission Expires: 4, /3 Za/ * **r *** * **k7:: ****** * **5*5 APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this V day of , 20/0 by -PU12z r. I/ al who is persona y rtowli me or who has produced • NOT) 4 ,. !.., PEO. . F. V LO e: i : .may per` ate of florida MY Conran. ExpOOS Ju1:13, 2012 yam. Conuntssion .0 DO 51 Sign- Print: • n oath. My Commission Expires: 4y /3 / 3 *-k *- -- *- : *9;-1:******5*******5* {Revised 07� 10 /07i(Revise *****',4*** -k-k******-}* Zoning Clerk checked Miami Shores Village Building Department 10050 N.E,2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PIIONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFIN Owner's Name (Fee Simple Titleholder) Address Z;::::• City/ 1/1 4,4.7 / Tenant Lessee Niue EII]al /7, -74 Permit No. �. ��,;'(n () I Ie5 rmit No,RC,ID kOCct Job Address (where the work is being done) City Miami Shores Village FOLIO I PARCEL # I�"i'ltlii�tis oricai y' es gna YES NO Contractor's Company Nam Contractor's Addres * -, Flood Zone Phone # 3 City �: Y� i Mate Qualifier Name ' State Certificate or Registrt on No. .2v-y2.-/c--142 Cif Contact Phone x j /‘,617)— E -mail Architect Engineer's licable) Value of Work For this Pe ,mit $ Type of Work: LAdditio Describe Work: Alteration 1917 y v 2 0 o. Lam' vt�t_ E f lea' rootage Phone # DON'orlt;42/41, t 15 %'Replace Demolition >: * * *-k:F Submittal Fee $ Notary $ Scanning $ Double Fee $ Strurtv�r ►1 Revie ;- ermit Fee � lr k=:ir*******Fees* * ******:1 k **•***r*K ******x**** * *-k*********i: k* L. f c) b c, CCF $ NO -0 CO /CC $ Training ` du, ation Fee $ \J 11° Radon $ S -i3 DPBR $ 5 •CI GJ _Violation dater Technology Fee $ Bond $ 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 work and installations as indicated: .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 corisst ction 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 w the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice - ofcommencement and construction lien law brochure will be delivered to the person whose property is. subject: to attachment. Also a certified copy of the recorded notice:.of Ontmencernent must be posted at the job site for the first inspection which occurs seven (7) -days after the building permit is issued. In t absence of such R : led notice, the inspection will not be approved and a i einspecnon fee will be charged. Signature. er or Agent Signature day of 1. , 20 10 ra fit 444 O'2-4 „$ Cllrin'Z.f who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBIC; Sign: Print: My Commission Expires: tePrt NOTARY PUBLIC -STATE OF FLORIDA Anne Marie Filartiga Commission #DD977906 ,,T..,•'':.Ex.pires: APR. 01, `2014 *is **'**C **-C* ** * *i: >; . ***P ; a4.411-WiL41. '1A “q,iiti Ck':*,,, i% APPROVED BY G NOTARY. P Sign: Print: Contractor The foregoing instnunent Was acknowledged before tne this The foregoing instrtunent was acktiowlesclged before nip thil I who is personally known tO MC or who has produced as identification and vvho did take an oath My Commission ExpirtMARY PUBLIC. -STATE OF FI RIDA Anne Marie Filartiga Commission # DD977906 ;'..Expires. AIR; 01, 2014 xa '' *;4 ******I:A::4 is ce. ci Plans Examiner Engineer (Revised 07110107) {Revised (1F; IO2UO9) Zoning Clerk checked Permit No: 10 -1009 Job Name: June 28, 2010 Miami Shores Viiiage Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) A demolition permit application is required. 2) The plans have a note that states "general contractor and engineer of record__are not responsible for work don a before this permit". Who will be dealing with the work previously done without permits? This work must be permitted and plans provided by a licensed architect or engineer. Note on sheet SD-1 "design limited to windows and door wind loads calculations ", who will be responsible for all the other design work? If this architect will not be the designer of record for all the work then a separate architect or engineer will be required. Provide a designer of record for all work. 3) The aerial view is of the wrong location. 4) Provide the level of alteration per the FBC Existing. 5) The plans must identify all bearing walls. Provide details of construction for all bearing wane. 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 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name ALEXANDRA BALMORI Job 04- 167 -10 JV A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 242 NW 93 ST. Fol #11- 3101 -033 -1090 City MIAMI State FL ZIP Code 33150 OMB No. 1660 -0008 Expires March 31, 2012 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 6 & the West 1/2 of Lot 5, Block 135, of MIAMI SHORES SECTION 6, PB. 10 Pg. 39 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25° 51' 46.1"N Long. 80° 12' 22.4'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1.853 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 12 c) Total net area of flood openings in A8.b 2.240 sq in d) Engineered flood openings? ❑ Yes No RESIDENTIAL Horizontal Datum: N NAD 1927 ❑ NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 MIAMI -DADE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12025C0302 L Date Effective /Revised Date Zone(s) AO, use base flood depth) 09 -11 -2009 09-11 -2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date N/A ❑ CBRS ❑ OPA ❑Yes El No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized T.B.M. Vertical Datum NGVD 1929 Conversion/Comments N/A a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.21 b) Top of the next higher floor 13.11 c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building 10.98 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.68 g) Highest adjacent (finished) grade next to building (HAG) 10.72 h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A. structural support Check the measurement used. N feet feet ❑ feet ❑ feet feet N feet N feet ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes ❑ No Certifier's Name ARMANDO GARCIA License Number 3109 Title PROFESSIONAL SURVEYOR & MAPPER Company Name Address 8567 CORAL WAY Signature City MIAMI State FL ZIP Code 33144 Date 04 -17 -2010 Telephone 786- 290 -4184 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions 1 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 242 NW 93 ST. Fol #11- 3101 - 033 -1090 Job 04- 167 -10 JV Company e City MIAMI SHORES State FL ZIP Code 33150 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C.O.R. Elevation = 11.05' NC CONDENSER CONC. PAD LOCATED BESIDES THE SOUTH WALL FACADE CLOSE TO THE SE BLDG CORNER. LAT. & LONG BY GOGGLE EARTH SYSTEM ENCLOSED GARAGE 11.21' c ignature Date 04 -17 -2010 ® Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E am correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 242 NW 93 ST. Fol #11- 3101 - 033 -1090 Job 04- 167 -10 JV Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. 04 -19 -2010 HOUSE FRONT SIDE VIEW 04 -19 -2010 HOUSE RIGHT SIDE VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 242 NW 93 ST. Fol #11- 3101 - 033 -1090 Job 04- 167 -10 JV Policy Number City MIAMI SHORES State FL ZIP Code 33150 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." 04 -19 -2010 HOUSE REAR HOUSE VIEW 04 -19 -2010 HOUSE REAR SIDE VIEW St 4 `a. • ) P XI Scale 1"=20' 1A1: 9 3rd, 17.50 ASPHALT PAVEMENT 75' PUBLIC: RIGHT -OF -WAY v 26.00' 16' PARKWAY SOUTH RIGHT -OF -WAY LINE O BLOCK CORNER FIP 1/2° NO I.D. FIP I /2° NO I.D. 6i CD 0.30' CL - -0.55' CL JUtl 0 2g o LOT -7 BLOCK -I35 co) REMAINDER LOT -5 BLOCK -135 WEST RIGHT - OF-WAY LINE kr 0.35' CL — 30 0.20' CL 30 - 30 LOT -I8 • BLOCK -135 75.00'4R&M) A L L E Y L E Y 10' ASPHALT PAVEMENT :. LOT -19 BLOCK -135 LOT -20 BLOCK -135 PROPERTY ADDRESS: 242 NW 93 ST. MIAMI, FL 33150 ( FOLIO No. 11-3101-033-1090 ) DESCRIPTION Lot 6 & the West 1/2 of Lot 5, Block 135 of "MIAMI SHORES SECTION 6" according to the Plat thereof as recorded In Plat Book 10 at Page 39 of the Public Records of Mlaml -Dade County, Florida. There may be Legal restrictions on the subject property that are not shown on the Map of Survey that may be found in the Public Records of Miami -Dade County, or the records of any other public and private entities as their jurisdictions may appear. The Map of Survey is intended to be displayed at the stated graphic scale in English units of measurement. Attention is brought to the fact that said drawing may be altered in scale by the reproduction process. This Survey was conducted for the purpose of a BOUNDARY SURVEY only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal description was furnished by the client. The elevations of well - identified features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1/10 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, including pavements, curbs and other man -made features as may exist. Well-identified features as depicted on this survey and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. LIST OF POSSIBLE ENCROACHMENT: NiA BENCH MARK USED T.B.M., Elev.= 13.63' converted to NGVD 1929. F NO a 11 10 9 8 4 1v44TTgT 6 19 9 4 s P. 1, POI t1 1 Pe RS 64 1 at *411si Ito 1w110 2 i1 •-STR 3TRE3 u 14 0 IB 9 8 14.111 18 LOCATION MAP (NOT To SCALE) If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or individual. Subsurface Improvements and/or encroachments subject property not loomadjacent and are not shown. subject pprly Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared for the exclusive use of the entitles named herein and the certification does not extend to any unnamed party. CERTIFY TO: DAVID MASEDA SURVEYOR'S CERTIFICATION: I hereby certify: That this "BOUNDARY SURVEY" and the Map of Survey resulting there from was performed under my direction and is true and correct to the lest of my knowledge and belief and further, that said "BOUNDARY SURVEY" meets the intent of the "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 61G17-6 of the Florida Administrative Code and its implementing Rule, Chapter 472.027 of the Florida Statutes. 04-16 -2010 AERIAL MAP (NOT To SCALE) FLOOD ZONE INFORMATION: Community No. 120652 Panel No. 0302 Suffix: L FIRM Date: 09 -11 -2009 Flood Zone: X ARMANDO GARCIA PROFESSIONAL LAND SURVEYOR No. 3109 STATE OF FLORIDA CO COI gg6g56 5g% n II 0 0 ti n u u Ul F-0 » X 33 i 1�o ¢zIg : r Z a3 a31in 0 0 0 n 0 11 it 11 11 II II 12 EtgAgicaOM Q Q hi! W 1 / w w z FlPi oilIhig11 g LL V31 n d n q gdO Survey Is not covered by Proffesional Liability Insurance. ORIGINAL 04 -16 -2010 FIELD DATE REV1810Na JOB NO 04- 167 -10, IV PROFESSIONAL LAND SURVEYOR 8567 Coral Way, MIAMI, FLORIDA 33155 PH. 786- 290 -4184 SHEET 11-1 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: MIAMI SHORES RESIDENCE Builder Name: Street: Permit Office: City, State, Zip: MIAMI SHORES , FL , Permit Number: Owner Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 ' 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (fa) 1195 7. Windows Description Area a. U- Factor. Sgl, U =1.00 155.94 ft2 SHGC: SHGC =0.60 b. U- Factor. N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor. N/A ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types Insulation Area a. Raised Floor R =5.0 1195.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1708.40 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 1195.00 ft2 b. N/A R= ft2 C. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 140 fta 12. Cooling systems a. Central Unit Cap: 36.0 kBtu/hr SEER: 16 13. Heating systems a. Electric Strip Heat Cap: 27.2 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Glass /Floor Area: 0.130 Total As -Built Modified Loads: 40.40 PASS Total Baseline Loads: 47.99 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY Litt c ,614 0 Z_ Review of the plans and '' 1•C'LoE specifications covered by this calculation indicates compliance .,w an, ''" with the Florida Energy Code. F. to t�4� Before construction is completed : " this building will be inspected for r` compliance with Section 553.908 Florida Statutes. .'�� ::COb WE S71 �p • =. • ' .t, �0 4 DATE. g— t® - t® >` 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code, OWNER/AGENT: BUILDING OFFICIAL. DATE: DATE; 5/5/2010 11:39 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5 t1. 5/5/2010 11:39 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment MIAMI SHORES RESIDENC Bedrooms: 2 FLAsBuilt Conditioned Area: 1195 Total Stories: 1 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Single - family Existing (Projected) Adress Type: Street Address Lot # SubDivision: PlatBook: Street: County: DADE City, State, Zip: MIAMI SHORES , FL , CLIMATE • IECC Design Temp Int Design Temp Heating Design Daily Temp `/ Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS V # Floor Type R -Value Area Tile Wood Carpet 1 Raised Floor 1195 ft2 5 0 0 1 ROOF / V # Roof Gable Type Materials Area Area Roof Solar Deck Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 1294 ft2 248 ft2 Dark 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1195 ft2 N N CEILING # Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1195 ft2 0.11 Wood WALLS V # Omt Adjacent To Wall Type Cavity Sheathing Framing Solar R -Value Area R -Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul E Exterior Concrete Block - Int Insul S Exterior Concrete Block - Int Insul W Exterior Concrete Block - Int Insul 4.1 646.69 ft2 0 0.8 4.1 294.5 ft2 0 0.8 4.1 559.72 ft2 0 0.8 4.1 207.53 ft2 0 0.8 2 3 4 5/5/2010 11:39 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 5/5/2010 11:39 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U -Value Area 1 N Wood 2 S Wood Metal 0.460000 None 0.460000 20 ft2 20 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Omt Frame Panes NFRC U- Factor SHGC Storms Overhang Area Depth Separation Int Shade Screening 1 N Metal Single (Clear) 2 N Metal Single (Clear) 3 N Metal Single (Clear) 4 S Metal Single (Clear) 5 S Metal Single (Clear) 6 S Metal Single (Clear) 7 S Metal Single (Clear) 8 S Metal Single (Clear) Yes Yes Yes Yes Yes Yes Yes Yes 1 0.6 Y 1 0.6 Y 1 0.6 Y 1 0.6 Y 1 0.6 Y 1 0.6 Y 1 0.6 Y 1 0.6 Y 19.47916 1 ft 0 in 26.20833 1 ft 0 in 38.25 ft2 1 ft 0 in 4.75 ft2 1 ft 0 in 9 ft2 1 ft 0 in 38.25 ft2 1 ft 0 in 7.25 ft2 1 ft 0 in 12.75 ft2 1 ft 0 in 6 ft 0 in 6 it 0 in 6 ft 0 in 5 ft 7 in 4 ft 8 in 6 ft 0 in 4 ft 10 in 6 ft 0 in HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 HERS 2006 None None None None None None None None INFILTRATION & VENTING / V Method SLA CFM 50 ACH 50 ELA EqLA — Forced Ventilation — Run Time Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1128 6.30 61.9 116.5 0 cfm 0 cfm 0 0 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 16 36 kBtu/hr 1300 cfm 0.75 sys #1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 27.2 kBtu/hr sys#1 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name System Model # Collector Model # Collector Area Storage Volume FEF None None ft2 5/5/2010 11:39 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS -- Supply — — Retum — Locat Air Percent V # ion R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 140 ft2 Interior 3.63 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat Y Coolin [X] Jan [)Cj Mar Venting ii ii Jan Rim, P 7C Mar Venting [iiii Jan Feb [[�X]] Mar Ceiling Fans: A r Ma Jun Jul Apr [X MMay [X Jun [X Jul Au Se Aug [X Sep Oct Occtt Nov Dec C Nov [X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/5/2010 11:39 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: MIAMI SHORES, FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC�C Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. y� Exterior & Adjacent Walls NI 106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame wails where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. p1/ A Floors N1106.AB.1.2.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings NI 106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. B r// Recessed Lighting Fixtures NI106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses NI 106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. 0 /A Additional Infiltration reqts NI106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. y� Swimming Pools & Spas NI 112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. p1/ A Shower heads NI 112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI110.AB. Ducts in unconditioned attics: R-6 min. insulation. B r// HVAC Controls NI 107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation NI 104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 5/5/2010 11:39 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 , 00 to- ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) , MIAMI SHORES, FL, Existing (Projecte Single- family 1 2 No 1195 7. Windows ** Description Area a. U- Factor: Sgl, U =1.00 155.94 ft2 SHGC: SHGC =0.60 b. U- Factor. N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U- Factor. N/A ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types Insulation Area a. Raised Floor R =5.0 1195.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1708.40 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 1195.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 140 ft2 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City /FL Zip: Cap: 36.0 kBtu/hr SEER: 16 Cap: 27.2 kBtu/hr COP: 1 Cap: 40 gallons EF: 0.92 Pstat *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638 -1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487 -1824. * *Label required by Section 13- 104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 BUILDING INPUT SUMMARY REPORT 1 PROJECT I Title: MIAMI SHORES RESIDENCE Family Type: Single Address Type: Street Address Owner: (blank) New/Existing: New Lot #: N/A # of Units: 1 Bedrooms: 2 Subdivision: N/A Builder Name: (blank) Conditioned Area: 1195 Platbook: N/A Climate: South Total Stories: 1 Street (blank) Permit Office: (blank) Worst Case: Yes County: MIAMI DADE Jurisdiction #: (blank) Rotate Angle: 90 City, St, Zip: MIAMI SHORES, FL, FLOORS # Flom Type R -Vat Area/Perimeter Units # Door Type Orientation Area Units 1 Raised Wood/Post or Pier 5.0 1195.0ft2 1 DOOR, 1 Wood Exterior 20.0 ft2 2 CEILINGS # Ceiling Type R Vai Area Base Area Units z J 0 0 0 # System Type Efficiency Capacity 1 Under Attic 30.0 1195.0 ft2 1195.0 ft2 1 1 Central Unit SEER: 16.00 36.0 kBtu/hr Credit Multipliers: None Credit Multipliers: PT WALLS # Wail Type Location R Val Area Units # System Type Efficiency Capacity 1 Concrete Block - Int Insul Exterior 4.2 541.3 ft2 1 2 Concrete Block - Int Insul Exterior 4.2 456.0 ft2 1 3 Concrete Block - Ext Insul Exterior 4.2 203.5 ft2 1 4 Concrete Bkxck - Int Insul Exterior 4.2 269.0 ft2 1 Z F 'Q W = 1 Electric Strip COP: 1.00 27.2 kBtultu Credit Multipliers: PT HHaann # Location RLocatton Llocatlonier Wilily Len i CO 0 0 z # Panes Tint Omt Area OH Length OH Fight Units 1 Single Clear N 19.5 ft2 1.0 ft 6.0 ft 1 2 Single Clear N 13.1 ft2 1.0 ft 6.0 ft 2 3 Single Clear N 19.1 ft2 1.0 ft 6.0 ft 2 4 Single Clear S 4.8 ft2 1.0 ft 5.6 ft 1 5 Single Clear S 9.0 ft2 1.0 ft 4.7 ft 1 6 Single Clear S 20.3 ft2 1.0 ft 4.3 ft 2 7 Single Clear S 4.8 ft2 1.0 ft 4.8 ft 1 8 Single Clear 5 12.8 ft2 1.0 ft 6.0 ft 1 9 Single Clear W 6.5 ft2 1.0 ft 8.8 ft 1 10 Single Clear E 12.8 ft2 1.0 ft 6.0 ft 2 DUCTS 1 Cond. Cond. Interior 6.0 100.0 ft Credit Multipliers: None WATER # System Type EF Cap. Conservation Type Con. EF 1 Electric Resistance 0.97 30.0 None 0.00 REFR. I # Use Default? Annual Operating Cost Electric Rate Yes N/A N/A I MISC Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 Rater Certification #: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp Area Under Fluorescent 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under incandescent 1195.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV/ERV System Present?: No Avg Cell Hgt: EnergyGauge® (Version: FLRCPB v0..) Residential System Sizing Calculation Summary Project Title: MIAMI SHORES RESIDENCE MIAMI SHORES, FL Code Only Professional Version Climate: South Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 14864 Btuh Total cooling Toad calculation 28624 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 183.0 27200 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 102.2 27000 406.6 9000 125.8 36000 WINTER CALCULATIONS Winter Heating Load (f Load component Load Load Window total 188 Window total 188 sqft 4767 Btuh Wall total 1470 sqft 4302 Btuh Door total 40 sqft 432 Btuh Ceiling total 1195 sqft 761 Btuh Floor total 1195 sqft 3104 Btuh Infiltration 68 cfm 1498 Btuh Duct loss Sens. Ventilation 0 cfm 0 Btuh Subtotal 26410 14864 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh Latent gain(ventilation) 14864 Btuh Summer Cooling Load (for 11 SUMMER CALCULATIONS Load component Load Window total 188 sqft 14233 Btuh Wall total 1470 sqft 4152 Btuh Door total 40 sqft 648 Btuh Ceiling total 1195 sqft 1294 Btuh Floor total 2173 Btuh Infiltration 36 cfm 591 Btuh Intemal gain 3320 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 26410 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 1413 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaUoccupants /other) 800 Btuh Total latent gain 2213 Btuh TOTAL HEAT GAIN 28624 Btuh Version 8 For Florida residences only EnergyGauge® System Sizing PREPARED BY: � ('&(((AN.1 DATE: r —1 a �� EnergyGauge8 FLRCPB v0.. System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 5/6/2010 MIAMI SHORES, FL Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F This calculation is for Worst Case. The house has been rotated 270 degrees. !Component Loads for Whole House Window Panes /SHGC /Frame /U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 1, Clear, Metal, 1.27 W 19.5 25.4 1, Clear, Metal, 1.27 W 26.2 25.4 1, Clear, Metal, 1.27 W 38.3 25.4 1, Clear, Metal, 1.27 E 4.8 25.4 1, Clear, Metal, 1.27 E 9.0 25.4 1, Clear, Metal, 1.27 E 40.5 25.4 1, Clear, Metal, 1.27 E 4.8 25.4 1, Clear, Metal, 1.27 E 12.8 25.4 1, Clear, Metal, 1.27 S 6.5 25.4 1, Clear, Metal, 1.27 N 25.5 25.4 Window Total 188(sqft) 495 Btuh 666 Btuh 972 Btuh 121 Btuh 229 Btuh 1029 Btuh 121 Btuh 324 Btuh 165 Btuh 648 Btuh 4767 Btuh Walls 1 2 3 4 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.15) 4.2 541 2.9 Concrete BIk,Hollow - Ext(0.15) 4.2 456 2.9 Concrete BIk,Hollow - Ext(0.14) 4.2 204 2.9 Concrete BIk,Hollow - Ext(0.15) 4.2 269 2.9 Wall Total 1470 Load 1589 Btuh 1339 Btuh 584 Btuh 790 Btuh 4302 Btuh Doors 1 Type Area X HTM= Wood - Exterior 40 10.8 Door Total 40 Load 432 Btuh 432Btuh Ceilings 1 Type /Color /Surface R -Value Area X HTM= Vented Attic/D/Tile 30.0 1195 0.6 Ceiling Total 1195 Load 761 Btuh 761 Btuh Floors 1 Type R -Value Size X HTM= Raised Wood - Open 5 1195.0 sqft 2.6 Floor Total 1195 Load 3104 Btuh 3104 Btuh Envelope Subtotal: 13366 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CAM= Natural 0.38 10755 1470 68.1 1498 Btuh Ductload (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 14864 Btuh EnergyGauge® FLRCPB v0.. Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 5/6/2010 MIAMI SHORES, FL I it11401.E HOUSE TOTALS Subtotal Sensible Ventilation Sensible Total Btuh Loss 14864 Btuh 0 Btuh 14864 Btuh EQUIPMENT 1. Electric Strip 27200 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v0.. Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: MIAMI SHORES RESIDENCE MIAMI SHORES, FL Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F This calculation is for Worst Case. The house has been rotated 270 degrees. Code Only Professional Version Climate: South 5/6/2010 Component Loads for Zone #1: let Floor Window Panes /SHGC /Frame /U Orientation Area(soft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 1, Clear, Metal, 1.27 W 19.5 25.4 1, Clear, Metal, 1.27 W 26.2 25.4 1, Clear, Metal, 1.27 W 38.3 25.4 1, Clear, Metal, 1.27 E 4.8 25.4 1, Clear, Metal, 1.27 E 9.0 25.4 1, Clear, Metal, 1.27 E 40.5 25.4 1, Clear, Metal, 1.27 E 4.8 25.4 1, Clear, Metal, 1.27 E 12.8 25.4 1, Clear, Metal, 1.27 S 6.5 25.4 1, Clear, Metal, 1.27 N 25.5 25.4 Window Total 188(sgft) 495 Btuh 666 Btuh 972 Btuh 121 Btuh 229 Btuh 1029 Btuh 121 Btuh 324 Btuh 165 Btuh 648 Btuh 4767 Btuh Walls 1 2 3 4 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.15) 4.2 541 2.9 Concrete BIk,Hollow - Ext(0.15) 4.2 456 2.9 Concrete BIk,Hollow - Ext(0.14) 4.2 204 2.9 Concrete BIk,Hollow - Ext(0.15) 4.2 269 2.9 Wall Total 1470 Load 1589 Btuh 1339 Btuh 584 Btuh 790 Btuh 4302 Btuh Doors 1 Type Area X HTM= Wood - Exterior 40 10.8 Door Total 40 Load 432 Btuh 432Btuh Ceilings 1 Type /Color /Surface R -Value Area X HTM= Vented Attic/D/Tile 30.0 1195 0.6 Ceiling Total 1195 Load 761 Btuh 761 Btuh Floors 1 Type R-Value Size X HTM= Raised Wood - Open 5 1195.0 sgft 2.6 Floor Total 1195 Load 3104 Btuh 3104 Btuh Zone Envelope Subtotal: 13366 Btuh Infiltration Type ACH X Volume(cuft) walls(sqft) CFM= Natural 0.38 10755 1470 68.1 1498 Btuh Ductload Average sealed, Supply(R6.0- Cond.), Retum(R6.0- CondpLM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 14864 Btuh EnergyGauge® FLRCPB v0.. Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 5/6/2010 MIAMI SHORES, FL WHOLE HOUSE TOTALS Subtotal Sensible Ventilation Sensible Total Btuh Loss 14864 Btuh 0 Btuh 14864 Btuh EQUIPMENT 1. Electric Strip 27200 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEP for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v0.. Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 5/6/2010 MIAMI SHORES, FL Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F This calculation is for Worst Case. The house has been rotated 270 degrees. Component Loads for Whole House Window Type* Pn/SHGC/U /InSh/ExSh/IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 5 6 7 8 9 10 1, Clear, 1.27, B -L, N,N W 1, Clear, 1.27, B -L, N,N W 1, Clear, 1.27, B-L, N,N W 1, Clear, 1.27, B -L, N,N E 1, Clear, 1.27, B -L, N,N E 1, Clear, 1.27, B-L, N,N E 1, Clear, 1.27, B -L, N,N E 1, Clear, 1.27, B-L, N,N E 1, Clear, 1.27, B-L, N,N S 1, Clear, 1.27, B-L, N,N N Excursion Window Total 1ft. 6ft. 1ft. 6ft. 1ft. 6ft. 1ft. 5.58 1ft. 4.66 1ft. 4.25f 1ft. 4.83 1ft. 6ft. 1ft. 8.83 1ft. 6ft. 19.5 0.0 19.5 26.2 0.0 26.2 38.3 0.0 38.3 4.8 0.0 4.8 9.0 0.0 9.0 40.5 9.7 30.8 4.8 0.0 4.8 12.8 0.0 12.8 6.5 6.5 0.0 25.5 0.0 25.5 188 (sqft) 29 81 29 81 29 81 29 81 29 81 29 81 29 81 29 81 29 33 29 29 1574 Btuh 2117 Btuh 3090 Btuh 384 Btuh 727 Btuh 2768 Btuh 384 Btuh 1030 Btuh 188 Btuh 738 Btuh , 1234 Btuh 14233 Btuh Walls 1 2 3 4 Type R- Value /U -Value Area(sqft) HTM Concrete BIk,Hollow - Ext 4.2/0.15 541.3 2.8 Concrete BIk,Hollow - Ext 4.2/0.15 456.0 2.8 Concrete BIk,Hollow - Ext 4.2/0.14 203.5 2.8 Concrete BIk,Holiow - Ext 4.2/0.15 269.0 2.8 Wall Total 1470 (sqft) Load 1534 Btuh 1292 Btuh 563 Btuh 762 Btuh 4152 Btuh Doors 1 Type Area (sqft) HTM Wood - Exterior 40.0 16.2 Door Total 40 (sqft) Load 648 Btuh 648 Btuh Ceilings 1 Type /Color /Surface R -Value Area(sqft) HTM Vented Attic/DarkTile 30.0 1195.0 1.1 Ceiling Total 1195 (sqft) Load 1294 Btuh 1294 Btuh Floors 1 Type R-Value Size HTM Raised Wood - Open 5.0 1195 (sqft) 1.8 Floor Total 1195.0 (sqft) Load 2173 Btuh 2173 Btuh Envelope Subtotal: 22499 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= SensibleNatural 0.20 10755 1470 68.1 Load 591 Btuh Internal gain Occupants Btuh /occupant Appliance 4 X 230 + 2400 Load 3320 Btuh Sensible Envelope Load: 26410 Btuh Duct load (DGM of 0.000) 0 Btuh Sensible Load All Zones 26410 Btuh EnergyGaugee FLRCPB v0.. Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 5/6/2010 MIAMI SHORES, FL WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (4 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 26410 Btuh 0 Btuh 26410 Btuh 0 Btuh 0 Btuh 26410 Btuh 1413 Btuh 0 Btuh 0 Btuh 800 Btuh 0 Btuh 2213 Btuh 28624 Btuh EQUIPMENT 1. Central Unit 36000 Btuh "Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Wlndow U- Factor or 'DEP for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v0.. Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 5/6/2010 MIAMI SHORES, FL Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F This calculation is for Worst Case. The house has been rotated 270 degrees. Component Loads for Zone #1: 1st Floor Window Type* Pn/SHGC/U /InSh/ExSh/IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 5 6 7 8 9 10 1, Clear, 1.27, B-L, N,N W 1, Clear, 1.27, B-L, N,N W 1, Clear, 1.27, B -L, N,N W 1, Clear, 1.27, B-L, N,N E 1, Clear, 1.27, B-L, N,N E 1, Clear, 1.27, B-L, N,N E 1, Clear, 1.27, B -L, N,N E 1, Clear, 1.27, B-L, N,N E 1, Clear, 1.27, B-L, N,N S 1, Clear, 1.27, B-L, N,N N Window Total 1ft 6ft. 1ft. 6ft. 1ft. 6ft. 1ft. 5.58 1ft. 4.66 1ft. 4.25f 1ft. 4.83 1ft. 6ft. 1ft. 8.83 1ft. 6ft. 19.5 0.0 19.5 26.2 0.0 26.2 38.3 0.0 38.3 4.8 0.0 4.8 9.0 0.0 9.0 40.5 9.7 30.8 4.8 0.0 4.8 12.8 0.0 12.8 6.5 6.5 0.0 25.5 0.0 25.5 188 (sqft) 29 81 29 81 29 81 29 81 29 81 29 81 29 81 29 81 29 33 29 29 1574 Btuh 2117 Btuh 3090 Btuh 384 Btuh 727 Btuh 2768 Btuh 384 Btuh 1030 Btuh 188 Btuh 738 Btuh 12999 Btuh Walls 1 2 3 4 Type R- Value /U -Value Concrete BIk,Hollow - Ext 4.2/0.15 Concrete BIk,Hollow - Ext 4.2/0.15 Concrete BIk,Hollow - Ext 4.2/0.14 Concrete BIk,Hollow - Ext 4.2/0.15 Wall Total Area(sqft) HTM 541.3 2.8 456.0 2.8 203.5 2.8 269.0 2.8 1470 (sqft) Load 1534 Btuh 1292 Btuh 563 Btuh 762 Btuh 4152 Btuh Doors 1 Type Wood - Exterior Door Total Area (sqft) HTM 40.0 16.2 40 (sqft) Load 648 Btuh 648 Btuh Ceilings 1 Type /Color /Surface R -Value Vented Attic/DarkTile 30.0 Ceiling Total Area(sqft) HTM 1195.0 1.1 1195 (sqft) Load 1294 Btuh 1294 Btuh Floors 1 Type R -Value Raised Wood - Open 5.0 Floor Total Size HTM 1195 (sqft) 1.8 1195.0 (sqft) Load 2173 Btuh 2173 Btuh Zone Envelope Subtotal: 21265 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= SensibleNatural 0.20 10755 1470 35.9 Load 591 Btuh Internal gain Occupants 4 Btuh/occupant Appliance X 230 + 2400 Load 3320 Btuh Sensible Envelope Load: 25176 Btuh Duct Toad Average sealed, Supply(R6.0- Cond.), Retum(R6.0 -Cond) (DGM of 0.000) Sensible Zone Load 0 Btuh 25176 Btuh The following window Excursion will be assigned to the system loads. Windows July excursion for System 1 Excursion Subtotal: 1234 Btuh 1234 Btuh EnergyGauge® FLRCPB v0.. Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only MIAMI SHORES RESIDENCE _ Professional Version Climate: South 5/6/2010 MIAMI SHORES, FL Duct load 0 Btuh Sensible Excursion Load 1234 Btuh EnergyGauge® FLRCPB v0.. Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 5/6/2010 MIAMI SHORES, FL WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load AU Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (4 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 26410 Btuh 0 Btuh 26410 Btuh 0 Btuh 0 Btuh 26410 Btuh 1413 Btuh 0 Btuh 0 Btuh 800 Btuh 0 Btuh 2213 Btuh 28624 Btuh EQUIPMENT 1. Central Unit 36000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) (U - Window U- Factor or 'DEF' for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) Version 8 For Florida residences only EnergyGaugee FLRCPB v0.. Page 3 Residential Window Diversity MidSummer Project Title: MIAMI SHORES RESIDENCE MIAMI SHORES, FL Code Only Professional Version Climate: South 5/6/2010 Weather data for: Miami - De ults Summer design temperature Summer setpoint Summer temperature difference Latitude 90 F 75 F 15 F 25 North Average window Toad for July Peak window load for July Excusion Iimit(130% of Ave.) Window excursion (July) 13682 Btu 19463 Btu 17787 Btu 1676 Btuh WINDOW Average and Peak Loads VVindowLoad (t3tuh) 1900[0.00 1 5000.00 ,_Liml for excursion 17000.00 18000.00 - 15000.00 14000.00 ,_,12 Hour Average� 13000.00 - 12000.00 - 11000.00 - 10000.00 - 9000.00 - 8000.00 - 7000.00 - 8000.00 - 5000.00 - 4000.00 - 3000.00 - 2000.00 1000 .00 0.00 8 a.m. 10 a.m. 12 2pm. 4 pm. 6 p.m. 6 pm. Total July Window Load(Radiation and conduction) Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge® System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge® FLRCPB v0.. rt WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: AG Company Name: ALEXANDRA BALMORI RESIDENCE Description: 242 NW 93rd ST MIAMI SHORES FL. 33150 Structure Type ser Input Data Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or 1' II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 10.83 ft Ridge Height (RHt) 13.42 ft Mean Roof Height (Ht) 12.13 ft Width Perp. To Wind Dir (B 54.17 ft Width Paral. To Wind Dir (L 28.50 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.43 Flexible Structure No G, ul d Parameters Importance Factor 1 Hurricane Prone Region, (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Fa Category 1: Rigid Structures - Simplified Method Gust1 'For rigid structures (Nat Freq > 1 Hz) use 0.85 0.851 Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/z) ^0.167 0.2281 Lzm I*(zm/33)AEpsilon 427.06 ft Q (1 /(1 +0.63 *((B +Ht) /Lzm)^0.63)) ^0.5 0.9148 Gust2 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) ust Factor Summary G 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.8802 0.851 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings r i A 0.00 0.00 Partially Enclosed Buildi :gs �, 1 0.55 0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2OOrSLEXANDRA BALMORI RESIDENCE 5/10/2010 Page No. 1 of 5 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights 5/10/2010 Elev 0 Kz Kzt qz Ib /ft^2 Pressure (Ib/ftA2) 2.01 *(15 /zg) "(2 /Alpha) Windward WaII* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + / -Gcpi (Kip) (Kip -ft) 15 0.85 1.00 46.32 23.16 39.84 -28.03 -11.35 51.19 41.59 311.94 ote: 1) Positive forces act toward the face and Negative forces act away from the face. B Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) I Variable Formula Value Units Kh 2.01 *(15 /zg) "(2 /Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6 -3 Case 1 .00256 *V ^2 *I *Khcc *Kht *Kd 0.85 46.32 psf Qhcc Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 54.17 ft Face Additional Runs may be reced re' for other wind directions Cp Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 54.17 ft wall) Leeward Walls (Wind Dir Normal to 28.5 ft wall) Side Walls -0.50 -0.32 -0.70 -28.03 -20.93 -35.90 -11.35 -4.26 -19.22 Roof Wind Normal to Ridge (Theta > =10) - for Wind Normal to 54A7 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) -0.68 -0.14 -0.49 -0.68 -0.49 Developed by Meca Enterprises, Inc. Copyright 2ootLEXANDRA BALMORI RESIDENCE -35.13 -13.74 -27.56 -26.79 -19.22 -18.46 2.94 -10.88 -26.79 -19.22 Page No. 2 of 5 WIND05 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhan Bottom licable on Windward onl 0.80 31.50 g (App y) 31.50 Roo - Wind Parallel to Ridge (All Theta) - for Wind Normal to 28.5 ft face Dist from Windward Edge: 0 ft to 24.26 ft - Max Cp -0.18 Dist from Windward Edge: 0 ft to 6.065 ft - Min Cp -0.90 Dist from Windward Edge: 6.065 ft to 12.13 ft - Min Cp -0.90 Dist from Windward Edge: 12.13 ft to 24.26 ft - Min Cp -0.50 Dist from Windward Edge: > 24.26 ft -0.30 -15.43 -43.77 -43.77 -28.03 -20.15 1.25 -27.10 -27.10 -11.35 -3.47 * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(15 /zg) ^(2 /Alpha) Kht = Topographic factor (Fig 6 -2) Qh = 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Theta = Angle of Roof 0.85 1.00 46.32 = 14.0 Deg Transverse Direction Torsi() a i*pi final Direction oa Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 -0.18 46.32 -28.53 -11.86 4 -0.37 0.18 -0.18 46.32 -25.66 -8.99 _ 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1E 0.72 0.18 -0.18 46.32 25.20 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.63 0.18 -0.18 46.32 -37.34 -20.66 4E -0.56 0.18 -0.18 46.32 -34.09 -17.42 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2odhLEXANDRA BALMORI RESIDENCE 5/10/2010 3 Page No. 3 of 5 WINDO5 v1-14 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 2.85 ..> 3.00 ft a Hipped Roof 7 < Theta <= 27 a Double Click on any data entry line to receive a he/n Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (1b/ft^2) Max Min Max Min W1 4.58 4.25 19.47 4 0.95 -1.05 52.29 -56.93 4.08 X 3.75 4.58 4.25 19.47 5 0.95 -1.30 52.29 -68.46 0.00 W2 3.08 4.25 13.09 4 0.98 -1.08 53.70 -58.34 3.08 X 4.25 3.08 4.25 13.09 5 0.98 -1.36 53.70 -71.28 0.00 W3 4.5 4.25 19.13 4 0.95 -1.05 52.36 -56.99 4.5 X 4.25 4.5 4.25 19.13 5 0.95 -1.30 52.36 -68.58 0.00 W4 4.42 4.25 18.79 4 0.95 -1.05 52.42 -57.05 4.42 X 4.25 4.42 4.25 18.79 5 0.95 -1.30 52.42 -68.71 0.00 W5 1.5 3.17 4.76 4 1.00 -1.10 54.66 -59.29 1.5 X 3.17 1.5 3.17 4.76 5 1.00 -1.40 54.66 -73.19 0.00 W6 3 1.5 4.50 4 1.00 -1.10 54.66 -59.29 3X 1.5 3 1.5 4.50 5 1.00 -1.40 54.66 -73.19 0.00 W7 3 4.25 12.75 4 0.98 -1.08 53.80 -58.43 3 X 4.25 3 4.25 12.75 5 0.98 -1.36 53.80 -71.46 0.00 W8 2.17 3 6.51 4 1.00 -1.10 54.66 -59.29 2.17 X 3 2.17 3 6.51 5 1.00 -1.40 54.66 -73.19 0.00 D1 3 6.67 20.01 4 0.95 -1.05 52.20 -56.83 3 X 6.67 3 6.67 20.01 5 0.95 -1.29 52.20 -68.26 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2ootLEXANDRA BALMORI RESIDENCE 5/10/2010 Page No. 4 of 5 COVER SHEET DATE: May 28111, 2010 PROJECT: "INTERIOR REMODELING" NOA EVALUATION ADDRESS: 242 NW 93'' ST. MIAMI SHORES, FL. DESIGN BY: E.O. PAGE '13a This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru38 Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in -house developed software. Prior to commissioning into service, the in -house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 3$ EMILIANO OROZCO PE. F.L Reg. P.E # 66341 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD-101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words M ami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. t MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for " Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 'SN4 L..ICL � 1. Laq 1. Cbanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8' LAMI NOM. (.402"] CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LfTE OF 3/16" HEAT STRENGTHENED GLASS. B. 318' LAMI NOM. (.402') CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE IKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. C. 7/18" LAMI NOM. (.4851 CONSISTING OF (1) LEE OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18° HEAT STRENGTHENED GLASS . D. 7H8° LAMI NOM. (.485') CONSISTING OF (1) LITE OF 3/18° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3118" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: Q, XL), QX, OLCQ, M OXO, AND OXXO. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSWAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), 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 ITEM 22 REINFORCEMENT. EXTERIOR 112" GLASS BITE EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR ® SAFLEXIK= EPSAFEMAXIMUM INT. - 3118' HEAT STRENGTHEND GLASS Rood* Adz moles RK Await" FA mFX dreeroe .402 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE OCT. - 3(18' ANNEALED OR HEAT STRENGTHENED GLASS .080 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/18' HEAT STRENGTHEND GLASS _._ .485 -- 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS. 5 PARTS LIST 5 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved es complying with the norida �1v Wand Dade Prams Coq,al BY._LilbeW f.�.la Nord= UM7EC NOLOGY ORME 1 CLARIFYPXECESIA99 OVER,VA. R/gm@ESSAMPASSm7E NOKO i8,A9079 NOON980gx:K Rowse A NMI GIAMIANCIAIPT IIMIDNOTEA PA139X1529 a ex Oge I f1 w FLso BGZ Vibibb Seta. NOTES AND GLAZING DETAILS aW ALUM. FRENCH DOOR & SIDE UTES, IMPACT FLOOR 11x f �1 1O I l‘ 110054 rB 1 L CM, P.E. PE 138712 S9unUO91 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, )0(0, OXX & 0X00 (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAH-S) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS X WIDTH XX WIDTH 3° 371216° 71 3/4" 0 WIDTH DOORS WITH GLASS TYPES A, B, C OR D HEIGHT 88- 793/4° 70- 833/4° 8! 3/4" 91 3/4" 8 °- 953/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +642 -64.2 36314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +86.6 -68.8 +63.1 -83.1 0 WIDTH 36 3/4" SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.01 -75.01+75.0 -75.01+75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE UTES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, )0(0, OM& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH e_ 79 3/4" 7°- 833/4" 87314" 91 3/4" 8°- 95 3/4" 2° 2512" 4° 47 3/4 +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 2712" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -48.5 +44.3 -44.3 2912" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.8 -41.6 28 31 12° 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.8 +41.4 -41.4 +39.3 -39.3 28 3312° 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.6 -41.5 +39.3 -39.3 +37.3 -37.3 3512" 67 3/4" +38,1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.8 -35.6 3° 3712" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34,0 -34.0 +34.0 SINGLE SIDE LITE neornbe 0 WIDTH GLASS TYPES A, B, C OR D -34.0 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +88.5 -68.5 +65.0 -65.0 +81.9 -81.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +81.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 381/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 318" LAMI (118° A, .090 PVB, 3/18° HS) B. 3/8° LAMI (1!8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/18° A, .090 PVB, 3/16' HS) D. 7/16" LAMI (3/18' HS, .090 PVB, 3/16° HS) ®2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH =10912" MAX. XX010XX WIDTH =107 3/4° MAX. OXXO WIDTH =143 3/4° 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®8. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +87.8187.6 PSF ®e. EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x85" HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30° WIDE x 87 314" HIGH SINGLE DOOR WITH 26° SIDE UTES DESIGN PRESSURE _ +43.61.43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4' WIDE x80' HIGH DOUBLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE _ +43.1 / -43.1 PSF FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved u m apiyl*Gwith the FlOrithl DUO MIMI Dale readied Tel. R I 4t RilabOS WOW tESIONPR M®1hNRFIEDN N.RFBF.v2ASrw COMPECUBSTYPE811221.2122ESBRONOTESIIAIIDNOTE26114 Roftlas REVISE t FE12 && AODN07A7x1A@TDZAB18fA101 A REPI IS i:ReOt3 1PRES:AR M®AWINT Mt.tP&11$TABIB2 1,21/07 TECHNOLOGYDRIVE IKKOINt MTh P.QBQxfBN R. 3Q74 BGT Vbibly Better DESIGNPREESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ikea! Mkt Irmo Ma MIDI I }X 12 ' 10 amurrea 110051 I sm B Robert L park. P8 PE Ri9712 Beechnut {+- 7312' — M x4" --••-h•-• 1091/2° MAX SEE NOTE 3 t— ---4 — MAX 1 SEE NOTE 4O OR XO 3712" IA- lE 0 SEE NOTE 4 71 3/4" MAX 249116"MAX DLO (TYP) OXO X XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. SEE NOTE 4 O 143 3J4" MAX. —SEE NOTE 3 383/4'4 MAX SEE NOTE 4—'1" XACT OXXO 0 1 t SEE NOTE 4 96 3/4 MAX. (TYP.) DOOR DLO HEIGHT = HEIGHT - 11343" DLO WIDTH X = DOOR WIDTH - 1216118' DLO WIDTH 90C = DOOR WIDTH/2 -11 W18° SIDE UTE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -312" 3. 8IDE LITES OVERLAP 7C' AND IOC DOORS BY W4' WHEN ASSEMBLED TO MAICE'XO', OX,'OXO' 90X0','0)0' AND'0XXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE TO DOOR CONNECTIONS NECTIONS (SEE APPLICABILITY SHEET 2). 6. CLEAR OPENING FOR 9C AND IOC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.648) (90C DOOR = DOOR WIDTH* 4079) A pix uveu .■• : md,ipivrite thr r1wi.•n Bu:,i,n¢ 4-. T 40Ai , R B. _0. oexT1 a7os ssr. sdtA DAs *Woks PR Rants B DORREME TEALBLOMDFONAAAS Raid* DON HAYDN PA: MAW A fffiNcEIDBOLTM WEFT AW: Ef OLO01L ISM* Oft &Midi a ere FJC 222107 J.J. 821107 WM TECHNOLOGY DRNE R.342711 P.ampt D@B NOKOMIS R.3674 BGT- Vi j Boom ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT rruriat "' M=e erprw lam FOIDI I NTSI 3 010 I 110054 I B MAX. DLO INTERIOR MAX. DOOR HEIGHT 7 1.489 ar.agr She DOOR SECT. A-A VERTICAL SL SECT. B-B VERTICAL INTERIOR MAX. SIDE LITE HEIGHT SL VIEW G-G CORNER ASSEMBLY Apposed as complying with the Flotide cratt, j Nl4ml Dade m7 Cashel liy ltate+ p_t1. FX towel FX map F.K e SIM bac anima A 8HOWDOUNEHOLLOVINIADEECXONATCORIVERASX3ELY OAF 107DTECHNOLOGYDWVE NONOM$FL9178 P.O. BQ1Ct NOKOMIX FL 34274 T Bette" EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT RIM I I4 d 10 I � 11005.1 I B Structural MAX. x WIDTH aAAx. DLO 'X' SECT. D-D HORIZ SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7.8 AND 9) DLO SL SECT. E-E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY 1^MAX. SL WIDTH INTERIOR EXTERIOR DLO SL SECT. F -F NORM. (SINGLE SIDE LITE) Appnured mcoutPi9ie0wBrthe Plorkla Boding bete m NORM _ Mimi Dade Product Wt * arc a F are alta8 4 e* NOWNRGUfl® SHEET. Rost* ae M. MrFPex Z eg AK a A ,anmoRwWEELAE m TIONSSa'B lE8N2E roffiar. & FK 1V7 ►w 10707EQdrOLOBYDRIVE NOKOM FLSan; PABQifl02B NOK0104 7;.61!4 113.X VW* 13etter VERTICAL SECTIONS ALUM. FRENCH DOOR 8t SIDE LITES IMPACT pew 1'2 1 s I �� FD101 [ 5 10 110051 I B 6 " x/1//11 Robed L1 N. P.E. PE d39712 Swemm DOOR PANEL TOP & BOTTOM RAIL 6063•T5 1.272 3.000 -{ CDFRAME HEAD 6083-T6 1.479 J 3.000- -ry 11 OUTSWING THRESHOLD 6083-76 4.726 4.100 4.675 DOOR PANEL J- SIDE RAIL DOOR PANEL 6083-75 O INTERIOR ASTRAGAL 6063-T5 1.600 1-1 I --.668 n l .760 T �A60 8083-11 O 3B GLAZING BEAD 6063-T5 TRUSS CLAMP (*- 3.100 -•{ 6.085 5.459 L� &HEAT8 DER 8083 .075 4.876 .683 4.726 f 4.100 DOOR PANEL EXTERIOR ASTRAGAL 6083-T5 -.826 •-.060 7118' GLAZING BEAD 6083T5 81 SL SILL 606348 x+-1.4801 ODOORFRAME, JAMB 60633 -T6 + -1.678 -1 .890 SL JAMB 6063-76 8L JAMB ADAPTER 6063-76 .050 37 WEATHER STRIP CHANNEL 8083-T5 0.378 .125 Approved ee complying with the Florida Cab Dole NOM Wool Mkt I . GGA Hey ate aotteout PA FX wre WNW WWW B wareeb NOCIAINVE MB MEEK bawl* FJC Dar amid es ASP 'OOOFFTOM9120BB1A84NEDESL WRENS *3Ld445i/i Brava 10r0 TECHNOLOGY MAE NCRSAM KIX 1520 WAWA FL 3O74 EXTRUSION PROFlLES Aft ALUM. FRENCH DOOR & SIDE UTES, IMPACT a••rra Oak are a.grr ar Fntol MX TOW I 110051 B L. Clerk, P.E PE 03111712 Sheen, t— Z EON "C'--t SILL ___I ZONE "C' SEE TABLE 3.. EMT. 9 HEAD HEAD I�ZONE'F"--4-1 ■ ZONE ZONE�ro'I xx ZONE °D ZONED °� SEE TABLE 4.. SHT. 9 i I ZONEE''8' 0 SILL ZONE °E° SEE TABLE 6.. SHT. 9 HEAD HEAD HEAD ZONE "D"-1—ZONE °F° _tZONNE1 <XXOOR SILL } zoNE -�-Z "F°—I-ZONE-1 SLL "-ZONE "D" — ZONE'F' -4 0 �zo ZONE °F"�ZON °FE —I-ZONE-4 4 SILL SEE TABLE 7., SPIT. 9 SEE TABLE 7., SHT. 9 SEE TABLE 7.. SHT. 9 NOTES: ALSO USED AS AN EXAM 1 PLE OF ANCHORAGE FOR A 83 3/4. UNIT. 71 3/4'W 90C DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL); 131/4" MAX FROM CORNERS AND 231/8° MAX O.C. HEAD & SILL OF DOORS: 6° MAX. FROM CORNERS, 9" MAX FROM ASTRAGAL CENTERS AND 20 7/8' MAX. O.C. HEAD & SILL OF SIDE LITES: 8° MAX FROM CORNERS AND 24 3/4° MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Aran* Das *Wax hZONEIY OZONE °E°l EXAMPLE ANCHORAGE SOLUTION xO OR ox ' ZONE 'D'�ZONE "8'_I SEE TABLE 6.. SHT. 9 HEAD HEAD HEAD HEAD : ZONE 'F"—t--ZON °FE ---t-Z 1 FOR A CONCRETE OXXO INSTALLATION A. 19' x 83 3/4" SIDE UTES'B' AND 'E' ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x83 3/4" X0 DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +6+6+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 00 NO COMM TXXM M PX OPINE T]X'AMOGRZO ETFROMCTOW. AmMCHONTYPES Ta F.K ZIINO7 J.J. 62807 TWO TECHNOLOGY ORA2 NONOMIS, PL MT P.O. OQx1MO NOMER SIM BGT Rabb Baiter NCHORAGE, CONFIGURATIONS ALUM FRENCH DOOR 8 SIDELI7ES, IMPACT F11101 8 r 10 animas 110 1 Appmv*. as romp �; lad ;Mare Florida - NOAr - -AK24Z ' Miami Dade Product dr17` x I 7 /\� , x in z1 x / 7 OXXO \` in L w x x I \` i x Y YY V y V //, v �• �� FOR A CONCRETE OXXO INSTALLATION A. 19' x 83 3/4" SIDE UTES'B' AND 'E' ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x83 3/4" X0 DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +6+6+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 00 NO COMM TXXM M PX OPINE T]X'AMOGRZO ETFROMCTOW. AmMCHONTYPES Ta F.K ZIINO7 J.J. 62807 TWO TECHNOLOGY ORA2 NONOMIS, PL MT P.O. OQx1MO NOMER SIM BGT Rabb Baiter NCHORAGE, CONFIGURATIONS ALUM FRENCH DOOR 8 SIDELI7ES, IMPACT F11101 8 r 10 animas 110 1 Appmv*. as romp �; lad ;Mare Florida - NOAr - -AK24Z ' Miami Dade Product dr17` TABLE 3. X DOORS MASS TYPES ASR TYPE & SUBSTRATE A B,C,D Z3. WOOD 1,2, CONC TABLE 4. XMX DOORS (ALSO X DOOR OFXQ &OX) GASS TYPES ANCHOR TYPE & SUBSTRATE A,8,0,D 7.3, WOOD 1,2, CONC TABLE 6. Q SIDE LITE DOOR WIDTHS "X" -25.•. TO 37.. LOAD WD1H x HT. 25.50 x79.7:0® 83.7• [7Q® 87.7- [ 2 7 Q® 91.7.70® 95. T8 2 7 0® 27.50 x79.7•,0® 83.•52 lam 87. 5 2 7 a 91. 6 2 7 opal 95.7: [fl 29.50 x79.7: 5 2 8 0m 83.7: 2 8 UM 87.7:, 8 2 8 min 91.7. 8 2 8 Qoloi 05. .nainiumi 31.50 x 70.7: 6 2 8 0® 83.7: 6 2 8 BBB 87.7:+ 6 2 8 0m 91. • 6 2 8 Qn1151 95.7, MD Orin 33.50 x79. • 6 3 8 Q® 83.7- 8 3 8 UM 87. 8 OM 91. 7 3 10 non 95. •marmOm 35.50 x 79.7. 8 QNO 83.75 6 3 8 Dan 87.7- 8 3 8 rim 91.7 7 3 10 QM 95.7: 7 3 10 nap 37.60 x79.7: 8 3 8 0mi 83.7. 8 3 8 QE1101 87.7: 7 3 10 91.7: 7 3 10 0M 95.7:7 3 10 4 3 5 Reeaen m Mixer pOCR WDTHS %ON - 47.78 TO 71.75 LOAD D E8 WDTH x HT. 47.75 x 79.76 83.75 87.76 01.76 95.76 51.75 x 79.75 83.76 87.75 91.75 95.76 55.75 x 79.75 83.76 87.75 91.75 95.75 95.75 x 79.75 83.75 87.76 91.75 95.75 63.75 x 79.75 83.76 87.75 91.75 95.75 67.75 x79.75 83.75 87.75 91.75 95.75 71.75 x 79,75 83.75 87.756 5 9 4 3 91.757 8 10 4 3 95.757 6 10 4 3 a1, al- „ 1111 ilah 4 3 8 4 2 3 GLASS A. 8, C, D ANCHOR - 10. TO 38. WD1H x HL 8 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 8 4 7 4 3 6 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 8 4 7 4 3 5 6 4 8 4 3 5 5 5 8 4 2 3 8 5 8 4 2 3 6 5 8 4 3 6 8 5 8 4 3 6 6 5 8 4 3 5 5 5 8 4 2 3 6 6 8 4 3 6 6 5 8 4 3 6 6 6 8 4 3 5 7 8 10 4 3 6 8 5 8 4 3 5 6 5 8 4 3 5 8 5 8 4 3 5 7 6 10 4 3 5 7 8 10 4 3 6 8 5 8 4 3 5 6 6 9 4 3 (6 6 51 8 10.75 x 79.7• 83.7• 87. • 4 1 4 1 91.7! 05. • 4 1 4 1 12.75 x79. 83. 87.:. 91. •. 95. • 19.00x79. • 83. 87. • 4 2 4 2 91. 95.: 21.76 x 79. • 4 2 4 2 83. 91.75 95. 2 27.75x79. • 87. • 6 2 4 2 91. 2 95.• 38.13 x 79.7: [ 3 4 3 83.7: 87. 91. • 95. • 7 3 4 3 38.75 x 79. • 83. • 87.7: 91.7• 95. 7 3 4 3 TABLE S. XO & QX GLASS TYPES ANCHOR 1YPE & SUBS1RA1E 2,3, WOOD A, B, 1,2 CONC TABLE T. OXO, XXC, OXX & OXXO GLASS TYPES ANCHOR TYPE & SUBSTRATE 2, A 8, C, WOOD 1.2. c ONC �R WDTHS "e'- 28.50 TO 37.50 ZONES 10 10 10 I sax LSE Wp11i x Ht o 0 x 10.75 x 79.75 4 2 83.75 4 2 07.75 4 2 81.75 4 2 95.75 4 2 12.75 x79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.76 4 3 87.76 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.76 4 3 87.75 4 3 91.751_1 95.75 5 3 27.75 x 79.75,15_13_ 83.76 5 3 87.76 5 3 91.75 4 3 05.75 6 3 36.13 x 79.75, 8 4 83.75 6 4 87.76 7 5 01.75 7 5 95.75 7 5 38.75 x79.75 8 4 83.75 8 4 87.75 7 5 91.75 7 5 95.76 7 6 W E2 t O O K 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 3 4 3 4 3 .. 4 4 3 4 3 4 3 4 3 4 3 4 3 43 I 4 3 iz DOOR WIDTHS °7P- 26.50 TO 37.50 ')OP - 47.75 TO 71.75 SmE e� LIIE ria WDiH x HE O O LOAD ZONES I 005 10.76 x 79.78 4 2 4 2 83,75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 12.75 x 79.75 4 2 8 4 2 83.75 4 2 4 2 87.75 771 4 2 91.7614-7 4 2 95.75 4 2 2� 19.00 x79,75, 4 3 83.75, 4 3 0 4 2 87.75\ 4 3 $ 4 2 91.764 95.75,4,± a 4 2 €;' 21.75 x 79.75 4 3 g 4 2 g 83.75, 4 3 4 2 87.75 4 3 41 4 2 4 91.7515 3 g 4 2 G 95.75, 3 a1 4 2 ad 27.75 x 79.76, 6 3 4 2 83.75 6 3 4, 2 F 87.75 5 3 22 4 2 91.75 8 3 3 9E78 883_^ '4-"F 38.13 x 79.76 8 4 4 3 83.75+ 6 4 3 87.75 7 5 4 3 81.75 7 6 g 4 3 96.76, 7 6 yR 4 3 K75 x 79.75 6 4 4 3 83.75 6 4 4 3 87.75, 7 8 8 4 3 91.75, 7 5 4 3 95.75 7 5 4 3 APPROVED ANCHOR TYPES: 1.1/4° ELCO TAPCONS 2.114° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3.812 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. ammo 08X 107817381NOUXNDRAIE FZ 8 NOCKM0EVII8eNEET. $OS26 Reali: ee,e rb rkoe ADD 1188V YAEA.8870TA8164,7T. aAN EE BE lFWa8 I e e m70vuoaxrw mol�1DANCHoRWA wise F max a.vek FJC 24 07 .L,d 621/07 SON ilsibly Heuer ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR 8 SIDELRES, IMPACT woosibile FDrar I NA I B d 10 +�.w 110054 8 Clark, P.E 539712 Mutual 2X WOOD BUCK, NOTE 2 1 3/8' MIN. -�� 1/4° MAX TYPE SHIM CHHOR NOTE 1 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 DOOR HEAD (WOOD) 1 N8' 1/4' MAX. SHIM —1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAND CENTERS, NOTE 1 1X WOOD BUCK, NOTE 2 I.. _1 3/4" I MIN E.D. 1 3/4• .01 MIN E 1 3/8' TYPE 1 1 3/4° TYPE 2 1/4° MAX SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1 N4" TYPE 1 OR 2 (CMU) 1/4' MAX. _. ) SHIM 2X WOOD BUCK, NOTE 2 3.410 MIN. CONC. 1X WOOD BUCK, NOTE 2 318" MIN. 1/4' MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8° TYPE 1 1 3/4° TYPE 2 ((GONG) CONC) SIDE LITE HEAD (WOOD) 1/4' MAX SHIM 4 31 MIN. E.D. 1 3/8° MIN. CONC. ANCHOR NOTE 1 DOOR JAMB (WOOD) 1.8 KSI MIN. CMUK. KS NOTE 2 1X WOOD BUCK, NOTE 2 I MIP1. CONC. WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8" TYPE 1 1 3/4° TYPE 2 1/4" MAX SHIM CONC. ANCHOR NOTE 1 SIDE LITE HEAD (CONC) ►I 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8' TYPE 1 (CONC) . 1 1 3/4' TYPE 2 (CONC) , MIN. E.D. 1/4' MAX. SHIM 1.8 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. 3.4 EXT. DOOR JAMB (CONC) SIDE UTE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 1/4" MAX. ' SHIM 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4° TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4° SS4 CRETE -FLEX EMBEDDED 13/4° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 °. FOR WOOD INSTALLATIONS USE #12 SCREWS, G8 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8' MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/T THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 1S NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF 114E SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CONC. ANCHOR NOTE 1 NOTE 3 r1/4" MA((X. 1 1 3/8° TYPE 1 7 :;.•- ..�.Ay.:r.;)r 13/4 " TYPE 2 •' 'utiil• t _) 1 4° 13.4 KSI MIN. CONC. f E.D. DOOR SILL (CONC) IX WOOD BUCK NOTE 2 1/4° MAX SHIM 13/8° MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1 30 MIN. E.D. SIDE LITE SILL (CONC) 1/4" MAX SHIM 1 3/8' TYPE 1 ".;13/4' TYPE 2 t Avow Dr* arrBnv Approved ea eavppt�.t:lug with We Redd* Dwain CY ROAN ,"7_o12? r Mind Dade Product Control arreap FX es O1w n,NUS ePM ?WE 1a2e113131 014 CONC. DSDUee WEI 717E2aaDi WOOD ®X A DEA& ADD ANC OR TYPES TOWEL stria* nr FJC 212107 J.J. 8121.87 Dar awre WIR07 NO GNOME AaNSHE T. 10Th TECHNOLOGY ORM rims P.O.BOX 1529 MOM R 8850 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LI7ES, IMPACT Saf•Wbate FDlOt I NTS 10 d 10 I�� 11005.1 I 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov /buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 15/30 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI 1'1 ED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- R. • No. FTL 3587 dated 10/8/02, signed and sealed by Jo sh Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control : - mi r NOA No. 0 .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 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 & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th= i 'es C -740 Aluminum Casement Window — L.M.I., approved . s 0 3/06, exp 5/22/08. E -2 Manuel P P.E. Product Contro : 1 iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS x } 0 x 0 x } 0 } X x 0 x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 -4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 1-34 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 34- "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ,4,4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN 0 SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ,6.7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. Raw 41 ey. F.X. Rend Ay F.K. Rem 'Sy. F.K. moaner F.K. Dee: 3/25/03 PRODUCT /1030W117 AA RGTJ^'� is 7'va /1144 i :"C {tif. �t"tlii'^ P16•D�.:• e::,. BY 56 m IT X40 • .1.40 / act 13 RevWeae: 8 DNA, 7/10/03 RwmwAa C Dab: B!2$ /OS Revision,: D Sfie: 12/17/02 Chaeetl 9y ADO 13/16'1.G. & MOVE GLAZING DETAILS TO SHEET 2 NO CHANGE 77-1/8 SHEET ADD 75'HT., GLASS TYPES F AND G. REVISE ANCHORAGE. ova 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PC OOX 1529 N04OWIS, FL 34274 PcT°' Visibly Better NOTES AND TABLE OF CONTENTS T. ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 1 ' 13 7045 -8 Lucas A. Turner, P,E. PE 856201 Mechanical MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 2 qh8 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com V"' NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04 /28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2902, dated 01105/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0100 configuration) mulled together with a lx 2 x 34" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. IN 1'L -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 $ PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER'1' III 'ICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 1 A 1/8" ANNEALED OR - --.090 PVB INTERLAYER HEAT STRENGTHENED -- -- GLASS 1/8" HEAT STRENGTHENED GLASS �_ .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Revsd By F.K. Revsd By: F.K Revsd By: F.K. 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" HEAT [--- STRENGTHENED GLASS .65" NOM. GLASS BITE Date: 3/25/03 Dale: Revsions: B 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS I) 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 13/16" 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS ,• L .65" NOM. GLASS BITE f 13/16" I.G. W/ 7/16" LAMI A GLAZING DETAIL FROINCTINIMMED 24 1 8 REDRAW GLAZING DETAILS & ADD 13/16" LG. 7/10/03 Revisions: C NO CHANGE THIS SHEET Date: 6/23/05 Revisions: O ADD 13/16" LAMI I.G. W/ 7/161AMI & CORRECT 5/16" LAMI DETAIL Drawn By Date: Checked By: Date: F.K. 03/25/03 1070 TECHNOLOGY DRIVE NOKOMIS, F 34275 P.O. sax 1529 NOKOMIS, FL 34274 Visibly Better Description: GLAZING DETAILS Tate ALUMINUM CASEMENT WINDOW, IMPACT Saaes/Modet CA -745 Scale: NTS Sheet: 2 et 13 Drawing No 7045 -8 Rev: D Luca A. Turner, P.E. PE #50201 Mechanical CENTERLINE • Revsd By F.K. Revsd 8y F.K. Revsd By. F.K. 1 1/2" ANCHOR LOCATION TYP. 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" 4" MAX.— " 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 13" MAX. O.C. i Date: 3/25/03 4" MAX. 4" MAX. Revisions. 9 30" MAX. DAYLIGHT -- OPENING a 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 1 74" MAX. WIDTH 30" MAX. �-- DAYLIGHT OPENING 4" MAX. 1 4" MAX. 30" MAX. - DAYLIGHT --- OPENING / /, SEE MEETING _ RAIkDETAIL T,YP. (2) U 1 1 t-- 14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT railer enzustaktie Mod* NOTE: "X" PANEL MAY SWING Aessokan • IN EITHER DIRECTION'r° • Cestrog 0 A 69" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 13" MAX. O.C. 1 a 60" MAX. FIXED A 76" MAX. HEIGHT 1 - 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) PRODUCT RE MED aS COS:1 vAlY1 (tie i" v a e Duldhl; By �laa�• e .!I 2013 CHANGE SHEET NO. REFERENCES Date: 7/10/03 Revisions: C ADD HINGE LOCATION DETAILS Drawn By: F.K. Date: 6/23/05 Revisions: D CHANGE MAX HT. TO 76` AND MAX. DLO TO 68" Date: 12/17/02 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c; Vi 1 3613eBetter "a" & "XOX" ELEVATIONS rue: ALUMINUM CASEMENT WINDOW, IMPACT Senes/Madei CA -740 Scale: NTS Sheet 3 of 13 Drawing No. 7045 -8 Rev: D Lucas A. Turner, P.E. PE #58201 Mechanical Revsd By: F.K. Revsd By F.K. Revsd By: F.K. DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL Date: 3/25/03 Date: 6/23/05 Date: -4-37" MAX. WIDTH — 30" MAX. -- DAYLIGHT — OPEN ING 13" MAX. — O.c. 4" f.AAX SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. / xs A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT f + L 14 1/2" 4" MAX. - J-- MAX. O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 4" MAX. 14 1/2" MAX. O.C. VENT 4" MAX. HEAD & SILL ONLY Revsions. B 30" MAX. -- DAYLIGHT �- 53" MAX. OPENING DAYLIGHT OPENING 97" MAX WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. • O.C. i 4" MAX. f 4" MAX. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT L 1 13" MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION zz A 69" MAX. DAYLIGHT OPENING A 76" MAX. HEIGHT 2 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) 37" MAX. VENT - - - 60" MAX. FIXED --- + ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8 -9 FOR PRESSURES) CHANGE SHEET NO. REFERENCES Revisions: C 7/10/03 Revisions: D ADO HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX. HT. TO 76 "AND MAX. DLO TO 69" Drawn By Date: Checked By. Date: F.K 12/17/02 F.K. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Descnneton: "X" "O" 'XO" & "OX" ELEVATIONS 1/isGlaf�bl�e$etter flew ALUMINUM CASEMENT WINDOW, IMPACT Seriea, tad, Scale: Sheet: Drawing No. CA -740 NTS 4 of 13 7045 -8 Rev D PROMICT es emptiest* the Pactiikk !Wax aa PRODUCT RENEWED as complying w M itte i k dz. %Mic ktg Cvitll Acss:nLngL F4; Esps; 9laaa tea: Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. G LAZI N "X" WIDTH 191/8 A B,E 24 A B,E 26 1/2 A B,E 30 A B,E G OPTIONS: 32 B,E 34 A B,E 36 A B,E 37 A 26 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 - 75.0 2 50 "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) HEIGHT POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 36 NEG POS 38 3/8 NEG POS 43 NEG -90.0 -90.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 - 90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 -90.0 70.0 70.0 -90.0 - 90.0 -90.0 -90.0 70.0 70.0 -87.4 -90.0 70.0 70.0 -77.6 -90.0 -86.3 70.0 -81.0 70.0 -71.1 -90.0 70.0 -75.0 -75.0 70.0 -90.0 -75.0 70.0 70.0 - 90.0 -65.5 - 75.0 -75.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 -70.4 70.0 70.0 -75.0 -60.4 B,E -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -73.7 -75.0 70.0 70.0 -75.0 70.0 - 75.0 -67.9 67.9 -59.0 70.0 -75.0 70.0 -75.0 48 POS. NEG 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 . - 70.0 90.0 -83.6 70.0 ` -90.0 70.0 -90.0 70.0 -61.8 70.0 -90.0 65.5 -57.5 70.0 ; -75.0 60.4 -54.3 70.0 -75.0 59.0 -52.8 70.0 -75.0 POS 50 5/8 NEG 54 57 60 63 66 69 72 POS NEG POS NEG POS NEG POS NEG 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 POS 70.0 NEG -90.0 POS 70.0 NEC, -90.0 POS 70.0 NEG -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81:7 POS 70.0 70.0 70.0 70.0 -90.0 70.0 - 90.0 70.0 70.0 -79.9 -90.0 70.0 -75.4 70.0 - 72.4 70.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -69.9 69.9 - 67.8 67.8 -66.2 66.2 - 65.0 65.0 -63.7 63.7 70.0 - 90.0 70.0 68.4 70.0 - 63.9 - 90.0 63.9 - 60.0 60.0 -90.0 -58.5 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 61.8 - 58.9 70.0 58.9 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -56.1 70.0 -90.0 70.0 -90.0 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 70.0 42.2 70.0 -90.0 57.5 -54.9 54.9 -51.8 51.8 -48.6 70.0 48.6 -90.0 70.0 -90.0 -45.2 45.2 -42.4 70.0 42.4 -90.0 70.0 -87.8 70.0 -84.4 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 54.3 -51.1 51.1 - 47.9 47.9 -44.8 44.8 -42.2 70.0 42.2 -75.0 70.0 -39.7 39.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 TABLE 2. 70.0 -75.0 70.0 "X" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) TEST REPORTS: FTL -3580, FTL -3587 TABLE 2A. ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 , GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (118 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "1-1S) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH +- 55.0155.0 NOTES: ,, 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By Date: FK 3/25/03 Revsd By Date: F.K. 7/10/03 Revsd Ely: Date: F.K. 6/23/05 Drawn By. Date: F.K. 12/17/02 Revisions: 8 Revisions. C Ravrsians: D X ADD GLASS TYPE E TO TABLES 1 & 4 NO CHANGE THIS SHEET Checked By: REVISE ANCHORS & ADD 76" HEIGHT OPTION Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 T Dascapian: PRESSURES- X CONFIG. WINDOWS Tale: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Series/Mode,. CA-740 Scats NTS 5 of 13 Drams No 7045 -8 russitarsaviseb !ir3r� �: PRODUCT RENEWED as complying with flee Florid; Ridding Culls Accej ie N: Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 3. "XX" WIDTH 37 43 48 53 1/8 57 60 64 68 72 A A A A A A A A A "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) 26 NEG POS -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG POS -75.0 70.0 -75.0 70.0 36 NEG POS -75.0 70.0 -75.0 70.0 38 3/8 NEG POS -75.0 70.0 -75.0 70.0 HEIGHT 43 48 NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 50 5/8 NEG POS -75.0 70.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0r 70.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -74.4 -75.0 70.0 -68.4 70.0 70.0 70.0 -75.0 -75.0 -69.6 70.0 70.0 69.6 54 NEG POS -75.0 70.0 -75.0 70.0 -75.0 -75.0 -65.2 70.0 70.0 65.2 57 NEG POS -75.0 70.0 -75.0 70.0 -75.0 -72.1 -63.0 70.0 70.0 63.0 60 NEG POS -75.0 70.0 -75.0 70.0 -75.0 -69.5 -60.8 70.0 69.5 60.8 63 NEG POS -75.0 70.0 -75.0 70.0 -75.0 -67.5 -58.0 70.0 67.5 58.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 - 75.0 70.0 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 - 75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 21 X X -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -48.6 -44.8 48.6 -45.2 45.2 -42.4 42.4 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) TABLE 5. ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 "XX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) TEST REPORT: FTL -3580 riagelitta giniSatt ailtra got "Web C6-112.41( TABLE 5A. ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By: Date: Revisions: Revsd By: Date: Revisions: Revsd By. Date: Revsions: F.K. 6/23/05 D REVISE ANCHORS & ADD TABLES 76' HEIGHT OPTION Drawn By: Date: Checked By: Date: F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1%T Descriprmn: PRESSURES - XX CONFIG. WINDOWS Title: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better SeriesiMoaeC CA -740 Scare: NTS Sheet 6 a 13 Drawing No. 7045 -8 Rev. D PRODUCT RENEWED as complying with to N niWing Cal Acceptaasc N tima a ;-.. MVP By :L/ Mom Dade Product Diri: -, o Lhy Z 1 Lucas A. Tamer, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 6. WIDTHS "0" 36 37 391/2 "XOX" "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16"A,.090,3/16 "HS) 42 84 C,F A B,E C,F 45 48 501/2 531 /8 54 551/2 57 90 96 101 106 3/8 108 111 114 A B,E C,F A B,E C,F 26 NEG E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT POS 31 NEG 36 38 3/8 43 48 50 5/8 54 57 60 67 72 76 -75.0 -75.0 -90.0 -75.0 -75.0 -90,0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 NEG -70.4 -75.0 -90.0 -67.9 - 75.0 - 900 -62.1 -75.0 - 90.0 -75.0 -75.0 -90.0 70.0 70.0 70.0 -70.3 -75.0 -90.0 70.0 70.0 70.0 -58.0 -75.0 -90.0 58.0 70.0 70.0 -58.4 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 NEG - 51.1 -75.0 -90.0 - 49.9 -75.0 -90.0 -46.9 -75.0 - 90.0 - 53.4 -75.0 -90.0 POS 51.1 70.0 70.0 49.9 70.0 70.0 46.9 70.0 700 53.4 70.0 70.0 NEG -47.9 - 75.0 -90.0 -46.4 -75.0 -90.0 - 43.6 -75.0 -90.0 -50.0 -75.0 -90.0 POS 47.9 70.0 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 75.0 -87.4 -44.3 -75.0 79.7 POS 42.2 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 NEG - 39.7 - 75.0 -90.0 -38.6 -75.0 - 90.0 -36.5 -75.0 - 83.2 -41.9 -75.0 -75.6 POS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 POS -55.01 55.0 - 55.0 55.0 POS -55.01 55.0 - 55.0 55.0 NEG POS -55.01 55.0 - 55.0 55.0 -55.0 55.0 - 55.0 55.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 A B,E C,F A B,E C,F B,E C,F A B,E C,F A B,E C,F -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 581 /2 117 60 120 Ell -72.9 70.0 -55.0 -75.0 -90.0 53.4 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 -54.6 -75.0 -90.0 -51.1 -75.0 - 90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 700 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8 -75.0 -79.4 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0 70.0 44.8 70.0 70.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 70.0 46.1 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41,3 -50.9 -75.0 -88.2 - 48.6 -75.0 -80.9 - 46.9 -75.0 -75.7 -44.2 -75.0 - 71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 70.0 69.0 -40.2 -75.0 -64.9 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 75.0 - 70.3 -42.2 -75.0 -66.5 -41.9 -75.0 - 65.4 -40.8 -75.0 -63.6 -39.8 - 75.0 -61.8 -38.7 -75.0 -60.4 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -61.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 37.6 -75.0 -57.3 44.7 70.0 70.0 42.5 700 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 -42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -54.5 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 59.1 37.2 70.0 57.5 36.7 70.0 55.9 36.1 70.0 54.5 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -72.4 - 57.3 - 35:9 -71.8 -56.4 -35.4 -70.8 - 54.8 -34.8 -69.6 -532 -34.2 -68.4 -51.6 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 -55.0 55.0 - 55.0 55.0 - 55.0 55.0 -55.01 55.0 -55.01 55.0 -53.21 53.2 -55.0 55.0 -53.81 53.8 - 52.8152.8 -51.11 51.1 -49.4 49.4 -52.6 52.6 -49.41 49.4 - 48.4148.4 - 46.8146.8 -45.2 45.2 -49.6 49.6 -46.21 46.2 -45.21 45.2 - 43.6143.6 -42.6 42.6 -47.8 47.8 -43.6 43.6 -41.7 41.7 -39.7 39.7 -43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 -36.7 36.7 -35.5 -33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 =71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 TABLE 7. -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 - 46.3146.3 -42.81 42.8 - 40.81 40.8 "0" & "1/4-1/2 -1/4 XOX' WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16"HS) ALL "0" SIZES UP TO 60" WIDE x 63" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 63" HIGH 90.0 70.0 TABLE 7A. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: D. 7/16" LAMI (3116 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1/8 "A,AIR SPACE,7 /16" LAMI-WI 3/16 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60" WIDE x 76" HIGH AND ALL "1/4- 1/2 -1/4 XOX" SIZES UP TO 120" WIDE x 76" HIGH ! -55.01 55,0 Q NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR L 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By Date: F.K. 3/25103 Revsd By: Date: F.K. 7/10/03 Re B Revsd By: Date: F.K. 6/23/05 Drawn By F.K. Date: 12/17/02 Revisions: C Revisions: D ADD GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Checked By CHANGE ANCHORS AND ADD 76° HT. OPTION P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT senesratoael: CA -740 Scato' NTS ors r,o. of 13 7045 -8 ZZ s 1 4 x 1 2 0 1 4 x 0 PRODUCT RENEWED as complying with the `J Raiding Cede Acceptance No 0 illation Rote i' 2, f /27.c.- ! 5 Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" "XOX" WIDTH WIDTH 37 48 "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 NEG 31 36 38 3/8 43 48 50 5/8 54 57 60 63 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 551/2 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG POS NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 49 1/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 53 1/8 56 79 2/3 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 72.1 70.0 70.0 -75.0 70.0 -75.0 70.0 -69.5 69.5 -67.5 67.5 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -62.7 62.7 -60.4 60.4 64 96 A -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 67.333 101 A -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 70.917 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 - 45.9 45.9 -43.1 72 106 3/8 108 A A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 43.1 40.3 74 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 - 42.2 42.2 -39.7 39.7 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 TABLE 9. -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) TABLE 10. ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.0i 70.0 "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) TEST REPORT: FTL -3580 TABLE 10A. ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.0 1 70.0 1 1 1 3 3 3 X 0 X X 0 0 X speravasEe "XO" or "Ox" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76' HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH A NOTES: no 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revsd By: F.K Revsd By: F.K. Revsd By.: F.K Date: 3/25/03 Date: Revisions: 8 -55.0 55.0 ADD GLASS TYPE E TO TABLE 9 7/10/03 Revisions: C NO CHANGE THIS SHEET Date: 6/23/05 Revisions: D CHANGE ANCHORS AND ADD 76° HEIGHT OPTION Drawn By: Date. Checked By. Date* F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOh11S, FL 34274 PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS Tee: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Series/Modet CA -740 Scale: NTS Sheet 8 a 13 Drawing Na 7045 -8 Rev D PRODUCT RENEWED as ceeaplgi Eg With the Fk ridx Dn _ing Code Ac pPSmVe Jfm Lucas A. Turner, P.E. PE #58201 Mechanical -40.2 -75.0 -62.5 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 -50.4 -75.0 -90.0 - 55.2 -75.0 -90.0 47.5 70.0 70.0 52.6 70.0 70.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8 "SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) WIDTHS "XOX 69.264 86.919 95.973 VENT FIXED 19.125 24 27 108.649 115.892 122 123.135 126.000 130 130.378 134 30 32 33.687 34 34.791 35.896 36 37 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60 A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E 26 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NEG -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38 3/8 NEG C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F. 13/16" LAMI (1 /8 "A,A1R SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) HEIGHT FTL -3729, FTL -4607, FTL -4608 POS 43 NEG POS 48 NEG POS 50 5/8 NEG 54 57 60 63 -75.0 -75.0 -90.0 70.0 70.0 70.0 -74.1 -75.0 -90.0 70.0 70.0 70.0 -64.9 -75.0 -90.0 POS NEG POS NEG POS NEG 67 72 76 POS NEG POS -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 -56.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 700 45.0 70.0 70.0 43.5 70.0 -50.7 - 75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 -60.6 -75.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 75.0 -79.5 -45.5 -75.0 -732 -42.8 - 75.0 -69.4 -42.4 -75.0 - 68.8 -41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 60.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 -58.1 -75.0 -90.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 -56.1 - 75.0 -90.0 - 41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 56.1 70.0 70.0 41.6 70.0 700 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39,3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 57.4 36.7 70.0 -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 53.3 70.0 70.0 392 70.0 70.0 43.6 70.0 70.0 40.1 70,0 66.3 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 36.9 70.0 56.5 36.2 70.0 54.7 36.1 70.0 54.6 35.5 70.0 -50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.6 -51.9 -34.3 -68.5 -51.7 -33.7 -67.4 50.5 70.0 70.0 POS POS NEG POS -55.0 55.0 -55.0 55.0 -55.0 55.0 36.9 70.0 70.0 41.1 70.0 70.0 -55.01 55.0 -55.01 55.0 -55.01 55.0 -55.0 55.0 -55.0 55.0 380 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70,0 53.8 34.3 68.6 51.9 34.3 68.5 51.7 33.7 67.4 -55.01 55.0 -55.01 55.0 -55.01 55.0 -50.91 50.9 -52.11 52.1 - 47.7147.7 -51.5 51.5 -50.11 50.1 - 48.1148.1 - 48.0148.0 -47.2 47.2 - 45.8145.8 43.91 43.9 - 43.8143.8 -55.0 55.0 -52.21 52.2 -47.71 47.7 - 44.6144.6 -44.0 44.0 - 43.0143.0 -41.91 41.9 - 41.8141.8 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 530 -50.0 50.0 -46.3 46.3 -42.8 42.8 -40.8 40.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "MX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 3T' MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH TABLE 12A. GLAZING OPTIONS ALL "XOX" SIZES UP TO 134 WIDE x 76' HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR / 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. TEST REPORT: FTL -3580 I -90.0 70.0 "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) G. 13/16" LAMI (1 /8 "A,AJR SPACE, 7/16" LAMI -W/ 3/16 "HS,.090,3 /16 "HS) -55.0 55.0 A Revsd By F.K. Date. 3/25/03 Revsd By: Date: F.K. 7/10/03 Revsd By. Dale: F.K. 6/23/05 Drawn By: Date: F.K. 12/17/02 Revisions: B ADD GLASS TYPE E TO TABLE 11 Revisions: C NO CHANGE THIS SHEET D Checked By CHANGE ANCHORS AND ADD 76" HEIGHT OPTION Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 8ox 1529 NOKOMIS, FL 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX role: ALUMINUM CASEMENT WINDOW, IMPACT 24-46 X 0 X UNEQUAL UTES X 0 UNEQUAL LITES 0 X UNEQUAL LITES PRODUCT 6E;'+:E WE ,>▪ `L iE2ia -is' Costkii /3 L^ iv-?. f/ C Lucas A. Turner, P.E. PE #58201 Mechanical REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. HEIGHT (SEE SHTS. 3 & 4) Revsd By F.K. Date: MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) Go. 0 gjr-.416, MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3). MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT 80 �r VERTICAL SECTION FIXED UNIT REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT j— DAYLIGHT OPENING --I (SEE SHT. 3) EI _r4 OCDCD MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X co. 21-63 4 niODU T Ronson dinesplying with tke Haft aligbaj Cie Date PRODUCT RENEWED AS c. migying with the Fled& %%tiding Cede Acceptaet ,o,■• U' If 2013 3/25/03 B vstons: ADD 13/16' LG. GLAZING BEAD ITEM 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 SHOW TOP HINGE Dec 8/23/05 Date: 12/17/02 CHG SHT. NO. REF. AND ADD ITEM 89 Date: P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description.. SECTIONS rme: ALUMINUM CASEMENT WINDOW, IMPACT Se ies/Mod&• CA -740 1 Vu /or Lucas A. Turner, P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB iL I 11,11 "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL Revsd By: Date: F.K. 3/25/03 Revsd By: Date: F.K. 7/10/03 Revsd By: Date: F.K. 6/23/05 Drawn By: Date: F.K. 12/17/02 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL FRAME JAMB Revisions: B MAIN FRAME ASSEMBLY DETAIL Tj1.376" .440" .095111. CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 .434" 1. 2.854" .062" NOM. 1.159" 2.139" SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. 2.919" 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT RENEWED as co a z @;'sng wEt CBB E+` o 3c;idia ; C; A t try Eupiraloa • li, NO CHANGE THIS SHEET Revisions: C NO CHANGE THIS SHEET Revisions: D ADD ITEM 89 Checked By- Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSIONS & ASSEMBLY DETAILS Visibly Better Series/Modet: CA -740 sneer 11 a 13 Drawing No. 7045 -8 IP:7Z Lucas A. s tmer, P.E. PE #58201 Mechanical • ITEM PARTS LIST DWG# PGT. # 1 7002A DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 5 7003A 1/2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 10 11 7026 MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F 12 7014 13 1157 78X78PPSMS MULTI-LOCK KEEPER (RH. & L.H.) #8 X .875 PH. PN. SMS 14 7013 1]E BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAX1W1 DYAD OPERATOR 17 7027 18 7030 MAXIM DUAL ARM OPERATOR OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. PN. TYPE B 21 7032 22 7858ZA STUD BRACKET (L.H. & RH.) #8 X 5/8" FLT. PHL SMS 23 7033 24 7022 OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 25 7023 26 710x12FP 12" HINGE (HEAVY DUTY) #10 X .500 PH. PHL. 30 31 32 33 40 7036 41 7042 43 44 1224 6TP247 45 5/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1 /8HS & 1 /81IS GLASS) .090 INTERLAYER - SOLUTIA. OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /I6HS & 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 67 78x12PSTW/B #8 X .500 SQ. PN. TEK SMS 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT #12 X I" PH. PHIL. TEK 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 72 7018 7FLDHD SNAP -ON T- HANDLE KNOB FOLDING HANDLE Revsd By F.K. Revsd BY F.K. Revsd By. F.K. Drawn By F.K. Date: 3/25/03 Date: 7/10/03 Date: Revisions: B A 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .865" .050" 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" I i-- CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 7993" � .289" .040" -- "- .172" .870" jjj .050" .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" .062" INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 2.701 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A ADD 13/16" I.G. GLASS & GLAZING BEAD Revisions: C NO CHANGE THIS SHEET 6/23105 Date: 12/17/02 Revisio D Checked By ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: PARTS LIST & EXTRUSIONS Visibly Better rue: ALUMINUM CASEMENT WINDOW, IMPACT Series/Moder. CA -740 NTS Sheet 12 a 13 Drawing No. 7045-8 greigain PRODUCE' RENEWED as complying' with the Flork ,Wag Casa Aer..penma P43 :.fidon Drat Lucas A. T riser, P.E. PE #58201 Mechanical PARTS LIST CONT. ITEM DWG # PGT. II ' DESCRIPTION • 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1.G.) 86 13/16" I.G. GLASS (1/8 "HS, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI = (2) L1TES OF 1 /8 "HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1 /8 "HS, AIR SPACE, 7/16 "LAMI) 7/16" LAMI = 3/16A & 3/I6HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1 /8 "HS, AIR SPACE, 7/16"LAMI) 7/16' LAMI= 3 /16HS & 3 /16HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .865" .050" 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" I i-- CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 7993" � .289" .040" -- "- .172" .870" jjj .050" .569" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 .125" .062" INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 2.701 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A ADD 13/16" I.G. GLASS & GLAZING BEAD Revisions: C NO CHANGE THIS SHEET 6/23105 Date: 12/17/02 Revisio D Checked By ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: PARTS LIST & EXTRUSIONS Visibly Better rue: ALUMINUM CASEMENT WINDOW, IMPACT Series/Moder. CA -740 NTS Sheet 12 a 13 Drawing No. 7045-8 greigain PRODUCE' RENEWED as complying' with the Flork ,Wag Casa Aer..penma P43 :.fidon Drat Lucas A. T riser, P.E. PE #58201 Mechanical It. A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE N(TL. L NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Revsd By Date: Revisions: F.K. 3/25/03 B NO CHANGE THIS SHEET 1 1/2" I-• MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1 x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -- A SEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM A SEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 • A SEE NOTE 4 Can I nn ss nnnnlnnnii■ L 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1 1/4" MIN. A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE 114" MAX. SHIM ASEE NOTE 1 1) I I A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 1 A SEE NOTE 4 1 1 /2" (-.-- MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 j 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE Hop glint nu nlul &t';I ttt?, 1111111SD. A SEE NOTE 4 a• • 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. Revsd By. Date: F.K. 7/10/03 Revsd By Pate. F.K. 6/23/05 Orawn By Date: F.K. 12/17/02 T Mum was* Purat PRODUCT RENEWED as complying wits the Ftori& peg Cods Accepts= No doe Date Revisions C NO CHANGE THIS SHEET Revisions D REVISE NOTES AND REMOVE 3/16° TAPCONS & #14 SCREWS Checked By Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 IP Visibly Better Description: ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Series/Model. Scale: Sheet: Drawing No. CA -740 NTS 13 or 13 7045 -8 Ray: (7c( Lucas A. Turner, P.E. PE #58201 Mechanical ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS t w ANCHORS DETAIL A — ANCHORS DETAIL A 4 IVA H -/ .. ( i ..../) CD l (l'1 \- ..)--- WI -/ W2 w W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DL I ERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6& 7 M 1) MAX OPENING = H OR H1+112 MULL LENGTH = W 01? W1 +W2 M2) MAX OPENING = W OR. W 1 +W2 MULL LENGTH = H1 NOTES: 1 THE 33 1/3% STRESS 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL- 2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS A TO THE STRUCTURE. 1 ANCHORS DETAIL "B "C" OR "0" AT BOTH ENDS AND AT BOTTOMS ( 1 •- 0 H -/ .. ( i ..../) CD l (l'1 \- ..)--- 1 W 1 4 J W2 J W3 w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H 1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2 +W3 MULL LENGTH = H1 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. r ANCHORS DETAIL "8 ", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS • MULLIONS H i �,--w 32/3 MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, MAXIMUM OF (7) UNITS. QUANTITY AND LOCATION, REFER MULLION H = H1 +H2 (1) WINDOW MULLED w /GIVE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H 1 +H2 MULL LENGTH = W TO SHEETS P 101MICF RENEWED as cam So Nadia Budding Cock AcceptasceNe !i/lf►J1iT TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L` Clark, P.E. PE #39712 Structural INDUSTRIES Revsd 8y: F.K. Dat 5%3 %6 Revisions: DADO NOTES 5 &6 Revsd By: F.K. Dar: Sj5 /o6 Revisions: C ADD TECH. REFS. Drawn By: P.J.P. Description: Date: 4/28/00 1 HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, Fl 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM Series/Model: MULLS TUBE CLIPPED MULLION Scale: Sheet: Drawing No. NTS 1 of 7 6221 Rev: PGT 1x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION FOR 1" MULL TYPICAL MULLION TO MULLION INSTALLATION, DETAIL 'A" #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 FT" PGT 1 x MULLION SEE NOTES 2 & 3 WOOD BUCK REMOVED TO CONCRETE 1" WOOD BUCK 28(TYP)1-81 (TY - SEE NOTE • #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 PGT 1 x MULLION -- TYPICAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK, DETAIL "B" . FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE ., IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE —FLEX 1 3/4" NOTE 1. r MIN. 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE .3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE t NOTE 1 r. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" r_2" OR 4 "--;- MIN—► #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 28-1 (7YP)18(TYP) 1 T�( SEE NOTE 1 • 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR La\ STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. WOOD BUCK MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" PRODUCT RENEWED us ceinr� the Mang Acceptance No TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 3 6' Robert L Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: Dat F.K. 53 %6 Revsd By: Date: F.K. 53/04 Drawn By: Date: P.J.P. 4/28/00 Revisions: D- MODIFY NOTES 3 & 5 Revisions: C—ADO EMBED. DETAILS Description: 1 " HEAVY WALL, CUP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL .34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet: Drawing No. MULLS NTS 2 of 7 6221 Rev: 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 3.� 4 1 " MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 3 3/16 3L -MAX. f A/2 O -MAX. FLA . TWO (2) ANCHOR LOCATIONS Yo gMINJLA- -- A/2 ONE (1) ANCHOR LOCATION 8 THREE (3) ANCHOR LOCATIONS BMIN.TYP. 3MI MIN —FL-A---1 8 TWO (2) ANCHOR LOCATION NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 116 TYP. 1 -MAX. MA © FOUR (4) ANCHOR LOCATIONS 3MIN. TYP. (2)EQ. SP. ® (4)EQ. SP. @ (A- 3/4)/2 (A- 3/4)/4 3 MIN. 3 16 © SIX (6) ANCHOR LOCATIONS 3 MIN ' A I- 8 O THREE (3) ANCHOR LOCATIONS *3s PRODS RENEWED se costiplytag Bathe Raids Balding Cede Acaptause No d Q FIVE (5) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural FAT INDUSTRIES RevscFi By 5o7:30 06 Revisions: D —NO CHG THIS SHT Revsd By F.K. Oat 5%5/06 Revisions: C— REDRAW, ADD DIM. &NOTE Drawn By P.J.P. Description: Date: 4/28/00 1" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet 3 of 7 Drawing No. 6221 Rev: 1 2 1 8 1 r 3 2 1 8 1 3 21 32 1 x HEAVY WALL MULLS MAT'L: 6063 —T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 4� 1 8 !PRODUCT 4ENEWED annpbtag with the Florida Wan Cod* Acceptance Pio r,- 0/25•! TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS vc; obert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: Dat : F.K. 5/30/06 Revsd By: Doty F.K. 55/06 Drawn By: Date: P.J.P. 4/28/00 Revisions: 0 —NO CHG THIS SHT Revisions: C —NO CHG THIS SHT Description: 1 " HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 True: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: 1X Sheet: 4 of 7 Drawing No. 6221 Rev: CHART 2. -1 x2,75x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B 120 (2) A (3) B 130 160 (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 113 113 97 97 85 85 77 77 72 72 68 68 65 64 64 63 63 63 63 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 21 21 20 20 19 19 36 36 30 30 26 25 25 21 21 18 26 18 23 23 21 21 19 19 18 18 17 17 16 16 15 15 16 16 23 23 19 19 17 17 15 15 CHART 1. -1 x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B 160 (2) A (2) B CLIP TO MULL (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 63 62 62 62 67 58 51 47 58 49 44 40 44 37 42 35 41 34 41 34 41 34 41 34 50 43 38 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 16 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 16 Vertical Mull Mull Length 1 �,__Opening_4 Width 3E4 Horizontal Mull F Opening Width Mull Length Multiple Mulled Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4') OR 1 /4 " SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. non= 9Et4EWIUS as coatidybag lift die Nod& Bidding Code Acceptance No -01 5.07- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Roberi L. Clark, P.E. PE #39712 Structural. INDUSTRIES Revsd F.K. Revsd F.K. 5/30 /06 5/5/06 Revisions: Drawn By: P.J.P. Description: Date: 4/28/00 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS NTS Sheet: 5 of 7 Drawing No. 6221 CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B MULL LENGTH CLIP TO MULLL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (4)B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B 170 170 166 152 170 170 170 170 170 160 148 135 _ 170 170 169 155 170 148 136 124 170 169 156 142 170 141 129 116 170 161 148 133 170 170 138 158 125 143 170 112 128 137 123 109 170 157 141 125 170 137 123 108 170 157 141 124 170 137 123 108 170 157 141 124 170 137 123 108 170 157 141 124 170 137 123 108 170 157 141 124 133 152 117 134 106 122 99 113 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 114. 118 135 103 118 93 107 92 86 105 87 99 83 97 81 90 77 95 85 81 93 80 91 80 91 80 91 75 82 73 80 73 79 73 79 106 108 91 91 84 84 67 67 92 77 71 57 54 44 54 44 46 31 29 31 29 38 26 24 92 77 71 57 46 38 26 24 81 68 63 50 40 33 23 21 81 73 73 68 63 50 40 33 23 21 61 61 56 44 56 44 36 29 20 18 36 29 20 18 67 56 51 40 32 26 18 17 67 63 63 60 60 58 58 56 56 51 40 32 26 18 17 52 48 37 30 24 17 15 52 48 37 30 24 17 49 45 35 28 23 15 49 45 35 28 23 15 47 43 33 26 21 47 43 33 26 21 46 42 32 25 20 56 46 42 32 25 20 56 45 40 30 23 18 56 45 40 30 23 18 15 Vertical Mull Mull Length �Opening4 Width Horizontal Mull Opening Width h Mull Length Multiple Mulled Units Mull Length 1 Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. IMOD= RENEWS!) asseogdpg with ibm Rood* BuidlegCsde •.C�11' � :�,,.. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. Dat 5%30/06 Revisions: D -NO CHC THIS SHT Revsd By: F.K. 5/06 Revisions: C- MARKED REVISIONS Drawn By: P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Tine: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 6 of 7 Drawing No. 6221 Rev: D a . r 1 • CHART 4. - lx4x.375 4 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL® 42 48 50.625 54 60 63 z 66 72 76 78 84 90 96 108 111 144 in w 0 z OPENING WIDTH IN INCHES 50 MULL LENGTH (2) A (4) B (5) B 60 (3) A (2) A (3) A (6) B (4) B (6) B 70 (5) B (5) B (5) B (2) A (4) B (5) B 80 (3) A (2) A (3) A (6) B (4) B (6) B 90 100 (5) B (5) B (5) B (2) A (4) B (5) B (3) A (6) B (5) B (2) A (4) B (5) B 110 (3) A ( ) A {3) A (6) B (4) B (6) B (5) B (5) B (5) B 120 13a (2) A (4) B (5) B (3) A (6) B (5) B (2) A (4) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 •B 160 (31A (2).A (3) A (6) B (4) B (6) B (5) B , (51 B ' (5) B 170 170 170 170 170 170 170 170 157 157 170 127 127 170 116 116 165 105 89 81 78 66 52 42 28 105 144 88 111 79 93 75 84 62 62 48 48 38 38 25 25 26 26 23 23 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 154 170 170 170 170 170 169 170 143 170 170 162 136 170 170 170 170 158 131 170 170 170 170 157 128 170 170 170 170 157 127 170 170 170 170 154 144 140 128 112 92 64 59 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 1 170 170 170 170 138 112 92 64 150 134 125 121 111 95 78 170 170 160 148 117 95 78 54 54 135 120 112 108 98 82 67 47 170 165 140 129 102 82 67 47 125 110 102 99 90 74 60 42 170 148 126 116 92 74 60 42 117 103 95 92 83 67 166 136 116 106 83 67 112 98 90 54 54 87 77 62 50 156 127 108 99 108 94 77 37 37 34 62 50 34 86 83 73 58 47 32 150 120 102 93 73 58 47 32 106 91 83 80 69 145 115 98 89 69 54 44 54 44 30 30 59 50 50 43 43 38 38 34 34 31 31 29 29 27 27 170 170 170 170 170 165 144 112 95 87 66 52 42 28 27 27 22 22 19 19 17 17 15 15 Vertical Mull Mull Length ,__Opening_._ Width Horizontal Mull Opening Width Mull Length Multiple Mulled Units L-ROpening Width Mull Length NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1 /4 ") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. saa"71014Pie .01 APIldawe iro o3W ;r TO BE USED ONLY WITH PCT INDUSTRIES PRODUCTS F rt 1. Clad-, RE. PE jf3s712 Structural INDUSTRIES Revsd 8y: Daf : F K. 5%30/06 Revsd By: : Dat F.K. 5/5/06 Drawn By: Date: P.J.P. 4/28/00 Description: 1" HEAVY Revisions: D -NO CHG THIS SHT Revisions: C— MARKED REVISIONS WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 7 of 7 Drawing No. 6221 Rev: 11/15/2010 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: AG Company Name: ALEXANDRA BALMORI RESIDENCE Descri . tion: 242 NW 93rd ST MIAMI SHORES FL. 33150 J User input Data Structure Type Basic Wind Speed Struc Category (I, II, Ill, or I' Exposure (B, C, or D) Struc Nat Frequency (n1) Scope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B; Width Paral. To Wind Dir (L Building 146 1I mph C 1 Hz 3.0 14.0 Hipped 1 10.83 13.42 12.13 54.17 28.50 :12 Deg ft ft ft ft ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.43 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region ({h100 mph) Table 6 -2 Values 9.500 900.000 Bt = Bm = Cc= 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft Gust Factor Category 1: Rigid Structures - Simplified Method Gust1'l For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (331z) ^0.167 0.2281 Enclosed Buildings Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) "0.63)) "0.5 0.9148 Gust2 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7*3.4 *Izm 0.8802 Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fia 6 -5 Internal Pressure Coefficients for Buildintls, Gcpi Condition Gcpi Max+ Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2ootLEXANDRA BALMORI RESIDENCE Page No. 1 of 5 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7-05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights 11/15/2010 Elev 0 Kz Kzt qz lbfft^2 Pressure IbfftA2 Windward Wall* Leeward Wall Total Shear Moment +GC•i -GC.i +GC.i -GC ,i + /-Gc,i 11[01111116.1mi 46.32 15 0.85 1.00 46.32 23.16 39.84 -28.03 -11.35 51.19 41_59 311.94 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) I L Variable Formula Value Unite Kh 2.01 *(15/zg)^(2IAipha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V ^2 *I *Khcc *Kht*Kd 46.32 psf p Surface Cp Windward Wall (See H. ure 6.5.12.2.1 for Pressures) 0.8 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 54.17 ft Face dditionai Runs may be req'd for other wind directions Leeward Walls (Wind Dir Normal to 54.17 ft wall) Leeward Walls end Dir Normal to 28.5 ft wall) Side Walls Roof Wind Normal to Ridge ('theta > =10) - ndward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top ( indward) Overhang Top (Leeward) Cp Pressure (psi) +GCpi -GCpi -0.50 -28.03 -11.35 -0.32 -20.93 -4.26 -0.70 -35.90 -19.22 for 1Mnd Normal to 54.17 ft face -0.68 -0.14 -0.49 -0.68 -0.49 Developed by Meca Enterprises, Inc. Copyright 2ool5LEXANDRA BALMORI RESIDENCE -35.13 -18.46 -13.74 2.94 -27.56 -10.88 -26.79 -26.79 -19.22 -19.22 Page No. 2 of 5 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Bottom (Applicable on Windward only) 0.80 31.50 31.50 Roof - Wind Parallel to Ridge (All Theta) - for Wnd Normal to 28.5 ft face Dist from Windward Edge: 0 ft to 24.26 ft - Max Cp -0.18 -15.43 1.25 Dist from Windward Edge: 0 ft to 6.065 ft - Min Cp - 0.90 -43.77 -27.10 Dist from Windward Edge: 6.065 ft to 12.13 ft - Min Cp -0.90 -43.77 -27.10 Dist from Windward Edge: 12.13 ft to 24.26 ft - Min Cp -0.50 -28.03 -11.35 Dist from Windward Ed • e: > 24.26 ft -0.30 -20.15 -3.47 Kh = Kht= Qh = Theta = * Horizontal distance from windward edge Figure 6-10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg) ^(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V) ^2 *l mpFac*Kh *Kht*Kd Angle of Roof 0.85 1.00 = 46.32 14.0 Deg Transverse Direction Longitudinal Direction Torsional -s d Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpf qh (PO Min P (isfl Max P (ice) 1 0.48 0.18 - 0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 -0.18 46.32 -28.53 - 11.86 4 -0.37 0.18 -0.18 46.32 -25.66 -8.99 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1 E 0.72 0.18 -0.18 46.32 25.20 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.63 0.18 - 0.18 46.32 -37.34 -20.66 4E -0.56 0.18 -0.18 46.32 -34.09 -17.42 * p = qh * (GCpf - GCpi) Developed by Mena Enterprises, Inc. Copyright 2oobLEXANDRA BALMORI RESIDENCE 11/15/2010 3/ Page No. 3 of 5 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 2.85 = => a Hipped Roof 7 < Theta <=27 a 3.00 ft nv data entry line to receive a help Screen 11/15/2010 Component Width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (Ib/ftt2 j Max Min Max Min i W1 4.58 4.25 19.47 4 0.95 -1.05 52.29 -56.93 4.08 X 3.75 4.58 4.25 19.47 5 0.95 -1.30 52.29 -68.46 0.00 j 3.08 4.25 13.09 4 0.98 -1.08 53.70 -58.34 3.08 X 4.25 3.08 4.25 13.09 5 0.98 -1.36 53.70 -71.28 0.00 W3 4.5 4.25 19.13 4 0.95 -1.05 52.36 -56.99 .5 X 4.25 4.5 4.25 19.13 5 0.95 -1.30 52.36 -68.58 0.00 W4 4.42 4.25 18.79 4 0.95 -1.05 52.42 -57.05 .42 X 4.25 4.42 4.25 18.79 5 0.95 -1.30 52.42 -68.71 0.00 5 1.58 3.17 5.01 4 1.00 - 1.10 54.66 -59.29 1.58 X 3.17 1.58 3.17 5.01 5 1.00 - 1.40 54.66 -73.19 0.00 • 3.083 3.17 9.77 4 1.00 - 1.10 54.66 -59.29 3.083 X 3.17 3.083 3.17 9.77 5 1.00 - 1.40 54.66 -73.19 0.00 W7 3 4.25 12.75 4 0.98 -1.08 53.80 -58.43 3 X 4.25 3 4.25 12.75 5 0.98 -1.36 53.80 -71.46 0.00 W8 2.17 3 6.51 4 1.00 - 1.10 54.66 -59.29 17 X 3 2.17 3 6.51 5 1.00 - 1.40 54.66 -73.19 0.00 D1 3 6.67 20.01 4 0.95 -1.05 52.20 -56.83 3 X 6.67 3 6.67 20.01 5 0.95 -1.29 52.20 -68.26 0.00 Developed by Meca Enterprises, Inc. Copyright2ootLEXANDRA BALMORI RESIDENCE Page No. 4 of 5 11/15/2010 WINDO5 v1 -14 ad Desi nc, Method 2} per ASCE 7-05 D2 2.67 6.67 17.81 4 0.96 -1.06 52.61 -57.24 2.67 X 6.67 2.67 6.67 17.81 5 0.96 -1.31 52.61 -69.09 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright =ALEXANDRA BALMORI RESIDENCE Page No. 5 of 5 FORM ATE- FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: MIAMI SHORES RESIDENCE Builder Name: Street: Permit Office: City, State, Zip: MIAMI SHORES , FL , Permit Number. Owner. Jurisdiction: Design Location: FL, Miami 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms 2 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1195 7. Windows Description Area a. U- Factor. Sgl, U =1.00 155.94 ft2 SHGC: SHGC =0.60 b. U- Factor. N/A ft2 SHGC: c. U- Factor. N/A ft2 SHGC: d. U- Factor N/A ft2 SHGC: e. U- Factor. N/A ft2 SHGC: 8. Floor Types Insulation Area a. Raised Floor R =5.0 1195.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1708.40 b. N/A R= ft2 a N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R =30.0 1195.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 140 ft2 12. Cooling systems a. Central Unit Cap: 36.0 kBtu/hr SEER: 16 13. Heating systems a. Electric Strip Heat Cap: 27.2 kBtu/hr COP: 1 14. Hot water systems a. Electric Cap: 40 gallons EF: 0.92 b. Conservation features None 15. Credits Pstat Total As -Built Modified Loads: 40.40 Glass /Floor Area: 0.130 PASS Total Baseline Loads: 47.99 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. �� ((� PREPARED BY- X Review of the plans and ry * 14E specifications covered by this calculation indicates compliance „,,, �h;, ` " with the Florida Energy Code. f..:rrrrr(�� ;" Before construction is completed -�. Sr4 p ,.��' v r> ,• ``;, `O DATE- (1- e 3 °c this building will be inspected for I � compliance with Section 553.908 * =.. Florida Statutes ctyp Is BUILDING OFFICIAL. 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE. DATE- 11/15/2010 6:55 PM EnergyGauge® USA - FlaRes2008 Page.1 of 5 PROJECT Title: MIAMI SHORES RESIDENC Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1195 Lot # Owner. Total Stories: 1 SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street Permit Office: Cross Ventilation: County: DADE Jurisdiction: Whole House Fan: City, State, Zip: MIAMI SHORES , Family Type: Single - family FL , New/Existing: Existing (Projected) Comment: CLIMATE V Design Location TMY Site IECC Design Temp Int Design Temp Heating Design Daily Temp Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS ✓ # Floor Type R-Value Area Tile Wood Carpet 1 Raised Floor 1195 ft2 5 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or shed Barrel tile 1294 ft2 248 ft2 Dark 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1195 ft2 N N CEILING ✓ # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1195 ft2 0.11 Wood WALLS / Cavity Sheathing Framing Solar V # Omt Adjacent To Wall Type R -Value Area R-Value Fraction Absor. 1 N Exterior Concrete Block - Int Insul 4.1 646.69 ft2 0 0.8 2 E Exterior Concrete Block - Int Insul 4.1 294.5 ft2 0 0.8 3 S Exterior Concrete Block - Int Insul 4.1 559.72 ft2 0 0.8 4 W Exterior Concrete Block - Int Insul 4.1 207.53 ft2 0 0.8 11/15/2010 6:55 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5 11/15/2010 6:55 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DOORS V# Omt Door Type Storms U-Value Area 1 N Wood 2 S Wood Metal 0.460000 20 ft2 None 0.460000 20 ft2 WINDOWS Orientation shown is the entered, asBuilt orientation. # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single (Clear) 2 N Metal Single (Clear) 3 N Metal Single (Clear) 4 S Metal Single (Clear) 5 S Metal Single (Clear) 6 S Metal Single (Clear) 7 S Metal Single (Clear) 8 S Metal Single (Clear) Yes 1 0.6 Y 19.47916 1 ft 0 in 6 It 0 in HERS 2006 Yes 1 0.6 Y 26.20833 1 ft 0 in 6 ft 0 in HERS 2006 Yes 1 0.6 Y 38.25 ft2 1 ft 0 in 6 ft 0 in HERS 2006 Yes 1 0,6 Y 4.75 ft2 1 ft 0 in 5 ft 7 in HERS 2006 Yes 1 0.6 Y 9 ft2 1 ft 0 in 4 ft 8 in HERS 2006 Yes 1 0.6 Y 38.25 ft2 1 ft 0 in 6 ft 0 in HERS 2006 Yes 1 0.6 Y 7.25 ft2 1 ft 0 in 4 It 10 in HERS 2006 Yes 1 0.6 Y 12.75 ft2 1 ft 0 in 6 ft 0 in HERS 2006 None None None None None None None None INFILTRATION & VENTING J Method SLA --- Forced Ventilation — Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00036 1128 6.30 61.9 116.5 0 cfm 0 cfm 0 0 COOLING SYSTEM vt # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 16 36 kBtu/hr 1300 cfm 0.75 sys#1 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 27.2 kBtu/hr sys#1 HOT WATER SYSTEM V # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 11/15/2010 6:55 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5 DUCTS - Supply - - Return — Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF 1 Attic 6 140 ft2 Interior 3.63 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Cooling Venting Thermostat: X Jan X Jan Y X Feb Mar X Feb X] Mar Cei Apr C AApprr ing Fans: X May X May X Jun X Jun X Jul Aug X Jul X] Aug C Sep Oct Nov Dec C Oct [X Nov �C Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 88 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/15/2010 6:55 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5 1 FORM 1100A -08 Code Compliance Cheklist Residential Whole Building Performance Method A - Details ADDRESS: MIAMI SHORES, FL, PERMIT #: INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Windows & Doors NI 106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft door area. 1 Exterior & Adjacent Walls N1106.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors NI106.AB.1.2.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings NI106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. i �✓ Recessed Lighting Fixtures NI106.AB.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-story Houses NI106.AB.1.2.5 Air barrier on perimeter of floor cavity between floors. (JICA Additional Infiltration reqts NI106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters NI112.AB.3 Comply with efficiency requirements in Table NI12.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. 1 Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems NI110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section NI110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls NI107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation NI104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 11/15/2010 6:55 PM EnergyGauge® USA - FlaRes2008 Page 5 of 5 BUILDING INPUT SUMMARY REPORT I PROJECT 1 Title: MIAMI SHORES RESIDENCE Family Type: Single Address Type: Street Address Owner (blank) New/Existing: New Lot # N/A # of Units: 1 Bedrooms: 2 Subdivision: N/A Builder Name: (blank) Conditioned Area: 1195 Platbook: N/A Climate: South Total Stories: 1 Street (blank) Permit Office: (blank) Worst Case: Yes County: MIAMI DADE Jurisdiction #: (blank) Rotate Angle: 90 City, St, Zip: MIAMI SHORES, FL, FLOORS # Floor Type R -VaI ArealPerimeter Units DOORS I it Door Type Orientation Area Units 1 Raised Wood/Post or Per 5.0 1195.0112 1 1 Wood Exterior 20.0 ft2 2 CEILINGS it Ceiling Type R -Val Area Base Area Units COOLING # System Type Efficiency Capacity 1 Under Attic 30.0 1195.0 ft2 1195.0 ft2 1 1 Central Unit SEER: 16.00 36.0 kBtu/hr Credit Multipliers: None Credit Multipliers: PT WALLS # Wall Type Location R -Vat Area Units IS System Type Efficiency Capacity 1 Concrete Block - Int Instil Exterior 4.2 541.3 ft2 1 2 Concrete Block - Int Insut Exterior 4.2 456.0 ft2 1 3 Concrete Block - Ext Instil Exterior 4.2 203.5 ft2 1 4 Concrete Block - Int Inset Exterior 4.2 269.0 ft2 1 Z I- 6 = 1 Electric Heat Pump HSPF: 10.00 34.1 Mitt/fir Credit Multipliers: PT DUCTS J p # Suptivon Lion LLo atlron�r Supply Lend Lo ttrr I WINDOWS # Panes Tint Ornt Area OH Length OH Hght Units 1 Single Clear N 19.5 ft2 1.0 ft 6.0 ft 1 2 Single Clear N 13.1 ft2 1.0 ft 6.0 ft 2 3 Single Clear N 19.1 ft2 1.0 ft 6.0 ft 2 4 Single Clear S 4.8 ft2 1.0 ft 5.6 ft 1 5 Single Clear S 9.0 ft2 1.0 ft 4.7 ft 1 6 Single Clear S 20.3 ft2 1.0 ft 4.3 ft 2 7 Single Clear S 4.8 ft2 1.0 ft 4.8 ft 1 8 Single Clear 5 12.8 ft2 1.0 ft 6.0 ft 1 9 Single Clear W 6.5 ft2 1.0 ft 8.8 ft 1 10 Single Clear E 12.8 ft2 1.0 ft 6.0 ft 2 1 Cond. Cond. Interior 6.0 120.0 ft Credo Multipliers: None WATER # System Type EF Cap. Conservation Type Con. EF 1 Electric Resistance 0.97 40.0 None 0.00 REFR. # Use Default? Annual Operating Cost Electric Rate 1 Yes N/A N/A j V N rte" Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 Rater Certification #: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent 1195.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV /ERV System Present?: No Avg Cell Hgt: EnergyGauge® (Version: FLRCPB v0..) } Residential System Sizing Calculation Summary Project Title: MIAMI SHORES RESIDENCE MIAMI SHORES, FL Code Only Professional Version Climate: South Location for weather data: Miami - User customized: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (80F) Humidity difference(58gr.) Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 100 F 75 F 25 F Total heating Toad calculation 14864 Btuh Total cooling load calculation 34467 Btuh Submitted heating capacity Total (Electric Heat Pump) Heat Pump + Auxiliary(0.0kW) % of calc Btuh 229.4 34100 229.4 34100 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total (Electric Heat Pump) % of calc Btuh 83.7 27000 406.6 9000 104.4 36000 WINTER CALCULATIONS Winter Heatinc Load (for 11 Load component Load Load 15383 Window total 188 sqft 4767 Btuh Wall total 1470 sqft 4302 Btuh Door total 40 sqft 432 Btuh Ceiling total 1195 sqft 761 Btuh Floor total 1195 sqft 3104 Btuh Infiltration 68 cfm 1498 Btuh Duct Toss Latent gain(infiltration) 1413 0 Btuh Subtotal Btuh Latent gain(intemaltoccupants/other) 14864 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 14864 Btuh Summer Coolirq Load for 1195 s vau4t29%) SUMMER CALCULATIONS Load component Load Window total 188 sqft 15383 Btuh Wall total 1470 sqft 6303 Btuh Door total 40 sqft 864 Btuh Ceiling total 1195 sqft 1675 Btuh Floor total 3724 Btuh Infiltration 36 cfm 986 Btuh Internal gain 3320 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 32254 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 1413 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemaltoccupants/other) 800 Btuh Total latent gain 2213 Btuh TOTAL HEAT GAIN 34467 Btuh Version 8 For Florida residences only c-to EnergyGauge® System Sizing PREPARED BY: DATE: t 1,1 f ° d EnergyGauge® FLRCPB v0.. System Sizing Calculations - Winter Residential Load - Whole House Component Details Code Only Professional Version Climate: South Project Title: MIAMI SHORES RESIDENCE MIAMI SHORES, FL Reference City: Miami (User customized) Winter Temperature Difference: 20.0 F 11/11/2010 This calculation is for Worst Case. The house has been rotated 90 degrees. omponen Loads for Whole House Window Panes /SHGC /FramelU Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 1, Clear, Metal, 1.27 E 19.5 25.4 1, Clear, Metal, 1.27 E 26.2 25.4 1, Clear, Metal, 1.27 E 38.3 25.4 1, Clear, Metal, 1.27 W 4.8 25.4 1, Clear, Metal, 1.27 W 9.0 25.4 1, Clear, Metal, 1.27 W 40.5 25.4 1, Clear, Metal, 1.27 W 4.8 25.4 1, Clear, Metal, 1.27 W 12.8 25.4 1, Clear, Metal, 1.27 N 6.5 25.4 1, Clear, Metal, 1.27 S 25.5 25.4 Window Total 188(sgft) 495 Btuh 666 Btuh 972 Btuh 121 Btuh 229 Btuh 1029 Btuh 121 Btuh 324 Btuh 165 Btuh 648 Btuh 4767 Btuh Walls 1 2 3 4 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.15) 4.2 541 2.9 Concrete BIk,Hollow - Ext(0.15) 4.2 456 2.9 Concrete BIk,Hollow - Ext(0.14) 4.2 204 2.9 Concrete BIk, Hollow - Ext(0.15) 4.2 269 2.9 Wall Total 1470 Load 1589 Btuh 1339 Btuh 584 Btuh 790 Btuh 4302 Btuh Doors 1 Type Area X HTM= Wood - Exterior 40 10.8 Door Total 40 Load 432 Btuh 432Btuh Ceilings 1 Type/Color /Surface R -Value Area X HTM= Vented Attic/D/Tile 30.0 1195 0.6 Ceiling Total 1195 Load 761 Btuh 761 Btuh Floors 1 Type R -Value Size X HTM= Raised Wood - Open 5 1195.0 sqft 2.6 Floor Total 1195 Load 3104 Btuh 3104 Btuh Envelope Subtotal: 13366 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.38 10755 1470 68.1 1498 Btuh Ductload (DLM of 0.000) 0 Btuh All Zones Sensible Subtotal All Zones 14864 Btuh EnergyGauge® FLRCPB v0.. Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 11/11/2010 MIAMI SHORES, FL WHOLE HOUSE TOTALS Subtotal Sensible Ventilation Sensible Total Btuh Loss 14864 Btuh 0 Btuh 14864 Btuh EQUIPMENT 1. Electric Heat Pump 34100 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida reside only EnergyGaugeR FLRCPB v0.. Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South MIAMI SHORES, FL Reference City: Miami (User customized) Winter Temperature Difference: 20.0 F 11/11/2010 This calculation is for Worst Case. The house has been rotated 90 degrees. Component Loads for Zone #1.4st Floor Window Panes/SHGC /Frame/U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 1, Clear, Metal, 1.27 E 19.5 25.4 1, Clear, Metal, 1.27 E 26.2 25.4 1, Clear, Metal, 1.27 E 38.3 25.4 1, Clear, Metal, 1.27 W 4.8 25.4 1, Clear, Metal, 1.27 W 9.0 25.4 1, Clear, Metal, 1.27 W 40.5 25.4 1, Clear, Metal, 1.27 W 4.8 25.4 1, Clear, Metal, 1.27 W 12.8 25.4 1, Clear, Metal, 1.27 N 6.5 25.4 1, Clear, Metal, 1.27 S 25.5 25.4 Window Total 188(sgft) 495 Btuh 666 Btuh 972 Btuh 121 Btuh 229 Btuh 1029 Btuh 121 Btuh 324 Btuh 165 Btuh 648 Btuh 4767 Btuh Walls 1 2 3 4 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.15) 4.2 541 2.9 Concrete Btk,Hollow - Ext(0.15) 4.2 456 2.9 Concrete BIk,Holtow - Ext(0.14) 4.2 204 2.9 Concrete Blk, Hallow - Ext(0.15) 4.2 269 2.9 Wall Total 1470 Load 1589 Btuh 1339 Btuh 584 Btuh 790 Btuh 4302 Btuh Doors 1 Type Area X HTM= Wood - Exterior 40 10.8 Door Total 40 Load 432 Btuh 432Btuh Ceilings 1 Type/Color /Surface R -Value Area X HTM= Vented Attic/D/Tile 30.0 1195 0.6 Ceiling Total 1195 Load 761 Btuh 761 Btuh Floors 1 Type R -Value Size X HTM= Raised Wood - Open 5 1195.0 sgft 2.6 Floor Total 1195 Load 3104 Btuh 3104 Btuh Zone Envelope Subtotal: 13366 Btuh Infiltration Type ACH X Volume(cuft) walls(sgft) CFM= Natural 0.38 10755 1470 68.1 1498 Btuh Ductload Average sealed, Supply(R6.0- Cond.), Retum(R6.0- CondJ)LM of 0.000) 0 Btuh Zone #1 Sensible Zone Subtotal 14864 Btuh EnergyGauge® FLRCPB v0.. Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 11/11/2010 MIAMI SHORES, FL WHOLE HOUSE TOTALS Subtotal Sensible Ventilation Sensible Total Btuh Loss 14864 Btuh 0 Btuh 14864 Btuh 1. Electric Heat Pump 34100 Btuh Key. Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEP for default) (HTM - Manual Heat Transfer Multiplier) Key. Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) Version 8 For Florida residences only EnergyGauge® FLRCPB v0.. Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South MIAMI SHORES, FL Reference City: Miami (User customized) Summer Temperature Difference: 25.0 F 11/11/2010 This calculation is for Worst Case. The house has been rotated 90 degrees. Component Loads for Whole House Window Type* Pn/SHGC/U /InSh/ExSh/IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 5 6 7 8 9 10 1, Clear, 1.27, B -L, N,N E 1, Clear, 1.27, B -L, N,N E 1, Clear, 1.27, B -L, N,N E 1, Clear, 1.27, B-L, N,N W 1, Clear, 1.27, B -L, N,N W 1, Clear, 1.27, B -L, N,N W 1, Clear, 1.27, B-L, N,N W 1, Clear, 1.27, B-L, N,N W 1, Clear, 1.27, B-L, N,N N 1, Clear, 1.27, B-L, N,N S Window Total 1ft. 6ft. 1ft. 6ft. 1ft. 6ft. 1ft. 5.58 1ft. 4.66 1ft. 4.25f 1ft. 4.83 1ft. 6ft. 1ft. 8.83 1ft. 6ft. 19.5 0.0 19.5 26.2 0.0 26.2 38.3 0.0 38.3 4.8 0.0 4.8 9.0 0.0 9.0 40.5 9.7 30.8 4.8 0.0 4.8 12.8 0.0 12.8 6.5 0.0 6.5 25.5 25.5 0.0 188 (sgft) 42 93 42 93 42 93 42 93 42 93 42 93 42 93 42 93 42 42 42 45 1821 Btuh 2450 Btuh 3576 Btuh 444 Btuh 841 Btuh 3282 Btuh 444 Btuh 1192 Btuh 271 Btuh 1062 Btuh 15383 Btuh Walls 1 2 3 4 Type R- Value/U -Value Area(sqft) HTM Concrete BIk,Hollow- Ext 4.2/0.15 541.3 4.3 Concrete BIk,Hollow - Ext 4.2/0.15 456.0 4.3 Concrete BIk,Hollow- Ext 4.2/0.14 203.5 4.2 Concrete Blk,Hollow - Ext 4.2/0.15 269.0 4.3 Wall Total 1470 (sqft) Load 2328 Btuh 1962 Btuh 855 Btuh 1157 Btuh 6303 Btuh Doors 1 Type Area (sqft) HTM Wood - Exterior 40.0 21.6 Door Total 40 (sqft) Load 864 Btuh 864 Btuh Ceilings 1 Type/Color /Surface R -Value Area(sqft) HTM Vented Attic/DarkTile 30.0 1195.0 1.4 Ceiling Total 1195 (sqft) Load 1675 Btuh 1675 Btuh Floors 1 Type R -Value Size HTM Raised Wood - Open 5.0 1195 (sqft) 3.1 Floor Total 1195.0 (sqft) Load 3724 Btuh 3724 Btuh Envelope Subtotal: 27948 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= SensibleNaturat 0.20 10755 1470 68.1 Load 986 Btuh Internal gain Occupants Btuh/occupant Appliance 4 X 230 + 2400 Load 3320 Btuh Sensible Envelope Load: 32254 Btuh Duct load (DGM of 0.000) 0 Btuh Sensible Load All Zones 32254 Btuh EnergyGaugee FLRCPB v0.. Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 11/11/2010 MIAMI SHORES, FL WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (4 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 32254 Btuh Q Btuh 32254 Btuh 0 Btuh 0 Btuh 32254 Btuh 1413 Btuh 0 Btuh 0 Btuh 800 Btuh 0 Btuh 2213 Btuh 34467 Btuh Et UIPNIENT 1. Central Unit 36000 Btuh `Key. Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) N - Window U- Factor or DEP for default) (InSh - Interior shading device: none(N), Biinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Haif(H)) (Omt - compass orientation) EnergyGauge® FLRCPB v0.. Version 8 For Florida residences only e System Sizing Calculations - Summer Residential Load - Room by Room Component Details Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South MIAMI SHORES, FL Reference City: Miami (User customized) Summer Temperature Difference: 25.0 F 11/11/2010 This calculation is for Worst Case. The house has been rotated 90 degrees. Component Loads for Zone #1: 1st Floor Type* Overhang Window Area(sqft) HTM Load Window Pn/SHGC/U/fnShlExSh/IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 1.27, B-L, N,N E 1ft. 6ft. 19.5 0.0 19.5 42 93 1821 Btuh 2 1, Clear, 1.27, B-L, N,N E 1ft. 6ft. 26.2 0.0 26.2 42 93 2450 Btuh 3 1, Clear, 1.27, B-L, N,N E 1ft. 6ft. 38.3 0.0 38.3 42 93 3576 Btuh 4 1, Clear, 1.27, B -L, N,N W 1ft. 5.58 4.8 0.0 4.8 42 93 444 Btuh 5 1, Clear, 1.27, B-L, N,N W 1ft. 4.66 9.0 0.0 9.0 42 93 841 Btuh 6 1, Clear, 1.27, B-L, N,N W 1ft. 4.25f 40.5 9.7 30.8 42 93 3282 Btuh 7 1, Clear, 1.27, B -L, N,N W 1ft. 4.83 4.8 0.0 4.8 42 93 444 Btuh 8 1, Clear, 1.27, B -L, N,N W 1ft. 6ft. 12.8 0.0 12.8 42 93 1192 Btuh 9 1, Clear, 1.27, B -L, N,N N 1ft. 8.83 6.5 0.0 6.5 42 42 271 Btuh 10 1, Clear, 1.27, B-L, N,N S 1ft. 6ft. 25.5 25.5 0.0 42 45 1062 Btuh Window Total 188 (sqft) 15383 Btuh Walls Type R- Value /U -Value Area(sqft) HTM Load 1 Concrete BIk,Hollow - Ext 4.2/0.15 541.3 4.3 2328 Btuh 2 Concrete BIk,Hollow- Ext 4.2/0.15 456.0 4.3 1962 Btuh 3 Concrete BIk,Hollow- Ext 4.2/0.14 203.5 4.2 855 Btuh 4 Concrete BIk,Hollow- Ext 4.2/0.15 269.0 4.3 1157 Btuh Wall Total 1470 (sqft) 6303 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 40.0 21.6 864 Btuh Door Total 40 (sqft) 864 Btuh Ceilings Type/Color /Surface R -Value Area(sqft) HTM Load 1 Vented AtticiDarkTile 30.0 1195.0 1.4 1675 Btuh Ceiling Total 1195 (sqft) 1675 Btuh Floors Type R -Value Size HTM Load 1 Raised Wood - Open 5.0 1195 (sqft) 3.1 3724 Btuh Floor Total 1195.0 (sqft) 3724 Btuh Zone Envelope Subtotal: 27948 Btuh Infiltration Type ACH Volume(cuft) wall area(sqft) CFM= Load SensibleNatural 0.20 10755 1470 35.9 986 Btuh Internal Occupants Btuh /occupant Appliance Load gain 4 X 230 + 2400 3320 Btuh Sensible Envelope Load: 32254 Btuh Duct load Average sealed, Supply(R6.0- Cond.), Retum(R6.0 -Cond) (DGM of 0.000) 0 Btuh Sensible Zone Load 32254 Btuh Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only MIAMI SHORES RESIDENCE Professional Version Climate: South 11/11/2010 MIAMI SHORES, FL WHOLE HOUSE TOTALS Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (4 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 32254 Btuh 0 Btuh 32254 Btuh 0 Btuh 0 Btuh 32254 Btuh 1413 Btuh 0 Btuh 0 Btuh 800 Btuh 0 Btuh 2213 Btuh 34467 Btuh EQUIPMENT 1. Central Unit 36000 Btuh *Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF` for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Ornt - compass orientation) Version 8 For Florida residences only EnergyGauge® FLRCPB v0.. Page 2 e 1 Residential Window Diversity MidSummer Project Title: MIAMI SHORES RESIDENCE MIAMI SHORES, FL Code Only Professional Version Climate: South 1111112010 Weather data or: rni - User customized Summer design temperature Summer setpoint Summer temperature difference Latitude 100 F 75 F 25 F 25 North Average window Toad for July Peak window Toad for July Excusion limit(130% of Ave.) Window excursion (July) WINDOW Average and Peak Loads 15863 Btu 19690 Btu 20622 Btu None WindowLoad (Btuh) 21000.00 20000.00 19000.00 18000.00 17000.00 16000.00 15000.00 1 4000.00 13000.00 12000.00 11000.00 10000.00 9000.00 8000.00 7000.00 6000.00 5000.00 4000.00 3000.00 2000.00 1000.00 0.00 . —Lirrnt or excursion 12 Hour Aver = se 8 a.m. 10 a.m. 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge@ System Sizing for Florida residences only PREPARED BY: E l( t Iv d 13 ' .D1-41 , DATE: d f — � a ( EnergyGauge® FLRCPB v0.. Permit Number: DS -10 -12 -1870 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 179597 Inspection Date: November 06, 2012 Inspector: Bruhn, Norman Owner: BALMORI, ALEXANDRA Job Address: 242 NW 93 Street Miami Shores, FL 33150- Project: <NONE> Contractor: SOUTHEASTERN CONSTRUCTION GROUP Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)206 -1516 Parcel Number 1131010331090 Phone: (786)295 -1670 Building Department Comments DRIVEWAY FRONT SIDE Infractio Passed Comments INSPECTOR COMMENTS False Passed ��6T'& Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 17, 2013 Page 1 of 1 Miami Shores Building Department OCT 09L Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION JOB ADDRESS: 2 I Z t) q 3 SA- % 1 City: Folio/Parcel #: `\ I 010.3"3 1 Oq O FBC 20 Permit No. °I) Master Permit No. RC - 46-10-tool ROOFING Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: Address: OWNER : Name (Fee Simple Titleholder): Q LLXr VAVr Phone #: 78'C Zr76 N u-1 3 G City: . 1%i•'�, � 5 l....3‘,42 (,11 f 4 e State: Tenant/Lessee Name: Email: Zip: 3 n Phone #: CONTRACTOR: Company Name: ' . d,.., -L �-� (�� y/1 ( _.,1�- � -� �. pone #: 7V e • (4 g 7 7 yo C/ gvi i�NC 74/S - City: ' i State: i. Zip: / ate' Qualifier Name: %`c ► y Mt O a 10 - a a - Phone #: cation or Registration #: ate of Competency #: #: 7''6 ci 7 7 Vey Email Addres Architect/Engineer: / Phone #: Address: Sta Con DES for this Permit: $ Sop : DAddition Work: DAlteration Footage of Work: go URepair/Replace ❑Demolition 00 Color thru tile: ******** * * * * * ** * * * * * * ** * * * ** * * * * * * * * * ** Fees************* * * * * * * *** ** * ** ** * * * * * * *** * * * * ** Submittal Fee $ Permit Fee $ /00°4 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature j 6.) 0 \ ( O t Owner or Agent The foregoing ' s trument was acknowledged before day of who - . ersonally known 0 me or who has produced As identification and who did NOTARY PUBLIC: My Commission Expires: 4,4 1 13 20%,6 APPROVED BY Signature C +ntractor The foregoing instrument was acknowledged before me this .3 day of who • e or who has produce as identification and who did Me/01 „ Plans Examiner Structural Review NOTARY PUBLIC: Sign: Print: My Commission Expires: '5',e [ y 13 (Revised 5 /2 /2012)(Revised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) ** ******* * :*** /2- Zoning Clerk 1 --wm-it-4w9-440 N 30.00-00' E (R 4 M) to Block C.orner PIP. 112 (NO 10) Irrigation 11411 Irrigation , , ' / \ i if' , ,, , Clcf.' ... ,-.? - ,,,, . / E 4 CLF Lot t, Block 135 Miami Shores Sac. (o PIP. 314' (NO 10) 0.15 Reminder Lot 5, Block 135 Miami Shortie Sec. 6 —A A C• 4117H °ED M OCT 09 2 la _ • —4111.11iiii. ILIP all Parkway Asphalt Pavemett lock 35 Ser.-6 Lot 19, Block 135 Miami Shores Sec. 6 Lot 20, Block Miami Shores Sec. 6 N6 SUIRvEY IS INCOMPLETE PAGE I OF 2 4 e►g" LOCATION SKETCH SIP NOT TO SCALE I I I II 10 9 8 1 G G1F 6 6 I.5 S SIG -L..L. SURVEYOR SYMBOLOGY 4 LEGEND f>' = ELEVATION ORWE. - DRIVEWAY U.P. . UTILITY POLE 8.0.8. = BASIS OF BEARINGS A/C = AIR COND1ONING PAD n = ARC DISTANCE BLDG. = BUILDING C.B. = CATCH BASIN C.B.S. = CONC. BLOCK STRUCTURE CH. CHORD DISTANCE C = CALCULATED (0) = CLEAR CL = CENTER LINE CONC. = CONCRETE P.R.0 = POINT OF REVERSE CURVE P.C. = POINT OF CURVATURE F.N.D. = FOUND NAIL & DISK P.C.C. = POINT OF COMPOUND CURVE M/L = MONUMENT LNE 8.G.V.D1 NAT. GEODETIC VERT. DATUM D.E. = OVERHEAD ELECTRIC LINE P.B. PLAT BOOK P.C.P. = PERMANENT CONTROL POINT P.G. = PAGE P.O.B. = POINT OF BEGINNING P/L = PROPERTY LINE N.T.S. = NOT TO SCALE = CENTRAL ANGLE S.I.R. SET IRON ROD P.O.C. = POINT OF COMMENCEMENT F.N. = FOUND NAIL P.T. = POINT OF TANGENCY END. ENCROACHMENT F.H. = FIRE HYDRANT F.I.P. FOUND RON PIPE = FOUND REBAR F.F.E. = FINISH FLOOR ELEVATION A.C.S. = ADJACENT GARAGE SLAB ELEV HAG. - HIGH ADJACENT GRADE ETEV LAG. LOW ADJACENT GRADE ELEV H.W.L. = HIGH WATER LEVEL ELEV W.L. = WATER LEVEL ELEV LE.M. = LOWEST ELEV OF MACHINERY C.O.R. = CROWN OF ROAD L.F.E. = LOWEST FLOOR ELEVATION LP. 0.L (hl) (R) OUL P.I. 5/C RAD. RES. R/W SEC. S.I.P. STY = LICHT POLE = ON UNE MEASURED -RECORD = OVERHEAD UTILITY LINE = PONT OF NTERSECTION = BLOCK CORNER = RADIUS = RADIAL = RESIDENCE = RIGHT OF WAY - SECTION = SET IRON PIPE STORY SWK = SIDEWALK UE. UTILTY EASEMENT 2545.30 - TRUNK DIAM.(1- SPREAD() - HEIGHT(' gr = ELEVATION POINT -1/- = WOOD FENCE -X- = CHAIN LINK FENCE --p- = METAL FENCE ®= C.B.S. WALL FENCE qa, = UTILITY POLE = WATER ® - TILE IT51 = CONCRETE = ASPHALT PAVEMENT ®= BRICK PAVERS MAIL BOX &IRVEYOR'S NOTES: I.- DATE OF COMPLETION: The last date of completion of field Survey was on November 06, 2010. 2.- LPE 4L DESCRIPTION, Lot 6 and the West 112 of Lot 5, Etlook 138 of 'MIAMI SHORES' Section 6 Subdlvlaton, according to according to the plat thereof, as recorded kh Plat Book 10 at Pg. 39 of the Public Records of Miami -Dade County, Florida. 3.- SOURCES OF DATA: 31- .46 TO HORIZONTAL CONTRO1, North Arrow direction Is referred to Plat Book I0, at Page 39, of the PUbnc Records of Mlaml -Dade 6rainty. Florida. Bearklgs are referred to to an assumed value of N I30'00'00' E (East) along the North property lie. 3.2.- AS TO VERTICAL CONTROL: This property appears to be located In Flood Zone X, Elevation• nta' as per federal Einargenncy Management Agency (FEMA) Community -Panel Nim bar 12086C, Map No 0302, Suffix L, Effective Date, Sept 11, 2009. The vertical control element of thle survey was derived from the National Geodetic Vertical Datum. (NCs1/D) Benchmarks used: Miami -Dade 2001 N -446 Elev.. 35B'(NG.VS). 1929) Located= PK Nall J Braes washer in concrete deck of a catch basin, NW, 85th SL -25' South of South edge of paving projected from the West NW. 2nd Ave. -15.0' Beet of CIL.. Fire Hydrant-9' Southeast of. 4.- ACCURACY: The accuracy detained by measurement and calculation of closed geometric figures was found to exceed this requirement 5.- LIMITATIONS: Since no other Information other than what is cited hi to Sources of Data were furnished, fished, the Client is hereby advised that there may be legal restrictions on the Subject Property that are not shown on the Survey Map or contained within this Report that may be found In the Public Records of Miami -Dade County, or the records of any other public and private entitles as their jurisdictions may appear. The Surveyor makes no representation as to awerahip or possession of the Subject Property by any entity or Individual who may appear of public record. No excavation or determination was made as to how the Subject Property Is served by utilities. No Improvements were located, other than those stamen. No ootad foundations, mmprovemants and/or utilities were locaetmd or shown hereon. Pros notice Is realigned by the R1i4Tawm TecliiIo8' Standards for Land ' Surveying In the State of Florida; pursuant to Rule 61G11 -6 of the Florida Adninistrattve Coda Notice le hereby elven that Sunshine State One CaII of Florida, Inc. must be contacted at 1- 800- 432 -4110 at least 46 hours In advance of any construction, excavation or demolition activity within, upon, abutting or adjacent to the Subject Property. This Notice Is given in compliance with the 'Underground facility Damage Prevention and Safety Act,' pursuant to Chapter 556i01 -Ut of the Florida Statutes. 6.- CERTP'' TO, 61- Alexandra Sehnert 6.2.- FEMA Note: Certify for mortgage, flood Insurance and construction purposes only. Not valid for legal claims. SURVEYOR'S CERTPICATE, I HEREI5Y CERTIFY, That the 6ourdary Survey of to above described property Is true and correct to the best of my knowledge and belief as recently surveyed under ny direction, also that the are no above ground encroachments unless shown. This survey meets the minima+ tec mical standards set forth by to Florida Board of Professional Surveyors and Mappers, 8 Chapter 61611 -6, Florida Administrative Code, pursuant to section 412:021 Florida Statutes. Examination of the abstract of title will have to be made to deterTnkma recorded instruments, if any, affecting the property. Location and Identification of utilities adjacent to the pr were not secured as such Information was not requested p is subject to opinion of title. EFRAN C. LOPEZ P.L.S. PROFESSIONAL LAND SURVEYOR No. L82300 STATE OF FLORIDA Not valid without the signature and the original raised seal Of 8 Florida Licensed Surveyor and Mapper. Additions or deletions to hrvey maps or reports by other than the stgnitt party or parties is prohibited without, written consent of the signing party or parties Property Address: 242 NW. 93rd St. Miami Shores, FI. 33150 Property I.D. NumhbL r1 11- 3101 - 033 -1090 Contact reference: CxL,4SSHAMMER Iflc. Rolando Arrieta, Surveyor Crew Chief Office: (305) 251 - 1682, Cell: (186) 232 -5284 Job Number: 10 -0964 Revised and Efrain Lopez, P.L.S. 4 M. Lic. No.: L5 2300 Certified by: Address: 13355 S.W. 9th Ct. E1dg. 'Kingsley' 1-1' No. 415 Pembroke Pines, FI., 33021 _ JLLI &LJ@ Date ACCP EP Policy Number. b04GL000776714 Date Entered: 12/15/2011 CERTIFICATE OF LIABILITY INSURANCE DATE (MM!DDIYYYY) 9/10/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMENQ EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED '' "' "�J'' REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER The World Of Insurance, Inc. 15321 S.DIXIE HWY SUITE # 204 MIAMI, FL 33157 INSURED CONTACT NAME: Jill Ojeda IANC No Extl: (786) 573 -2221 Rut AtC. No): (786) 573 -2214 E-MAIL DDR Jill @theworldofinsurance.com ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC INSURER AMID— CONTINENT CASUALTY COMPANY SOUTHEASTERN CONSTRUCTION GROUP ,INC 981 N.E. 79 STREET MIAMI, FL 33138 INSURER B:BA WORKERS 'COMP INSURER C: INSURER D: INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR L TYPE OF INSURANCE LTR ADDL IN R SUBRI T POLICY EFF Y , POLICY NUMBER MMIDDTYYYY POLICY EXP MMIDD/YYYY 9/19/2012 LIMITS EACH OCCURRENCE $ 1 , 0 0 , OQQ GENERAL lil LIABIUTY COMMERCIAL GENERAL 04GL000831029 9/19/2011 DAMAGE PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ EXCLUDED _LIABILITY CLAIMS -MADE X OCCUR PERSONAL & ADV INJURY $ 1, 000 , 000 J GENERAL AGGREGATE $ 2 000 000 PRODUCTS- COMP /OPAGG $1 000 000 GENII AGGREGATE LIMIT APPLIES PER: 1 POLICY ' I PRO- 'i I LOC $ I AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS N/A COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA UAB . EXCESS LIAB OCCUR CLAIMS -MADE N/A EACH OCCURRENCE $ AGGREGATE $ IX $ DED RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y! N ANY PROPRIETOR /PARTNER/EXECUTIVE OFFICEPJMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A 106 -47598 WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ 1 , 000 , 000 7/20/2012 7/20/2013 E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ 1, 000 , 000 $ 1 , 000 , 000 N/A w {. TUti, DESCRIPTION OF OPERATIONS! LOCATIONS! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) GENERAL CONTRACTOR. 30 DAY NOTICE OF INTENT TO CANCEL ISSUE TO ADDITIONAL INTEREST. CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DPT 10050 NE 2nd Avenue Miami Shores Fl 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACARD wYax;«v: Producedusing Fonns Boss Plus software. www. FormsBoss .comtmpressivaPublishing 800 - 208 -1977 531572 -0 W64WWW$EMNEliDOOk T SOUTHEASTERN INC 981 NE 33138 MI OWNER SOUTHEASTE sec. Tye 19 rTABULL_DO NM PAY RENEWAL. NO, 585704 -1 OUP STATE* CGC1508774 IN WO REVS TOR 1 A PA COLLECT 09/17/2012 09010.002001 000045.00 SEE OTHER SIDE DO NOT FORWARD SOUTHEASTERN CONSTRUCTION GROUP INC PEDRO VALDES PRES 981 NE 79 ST MIAMI FL 33138 1► rlle, eiieeulinliel ,eleLN,rel,,ellehhhilm indleel 148 PERMIT # CONTRACTOR: l SUBMITTAL DATE: L ADDRESS: IJ( „'7 NAME: RESUBMITAL DATES: PROJECT TYP ZONING FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRS/DERM PLUMBING NOC MECHANICAL BL