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BP-04-1225or MIAMI SHORES VILLAGE // BUILDING DEPARTMENT 305 - 795 -2204 Baling Inspection Request 1 9A1 1 - Date Type Insp'n I M 1 kt . Permit No. f5P R AS, Name 0 Address ICJLJ ` O eS Company (J P . f►Ll Phone # Inspection Date Approved Correction Re- Insp'n Fee AA Phone # r MIAMI SHORES VILLAGE u BUILDING DEPARTMENT 30 79 -2204 Buil ing Inspection Request Date O Os Address Inspection Date Approved Correction Re- Insp'n "Fee l6ls /(: ( b '9 Correction Type I Z3 Sti MIAMI SHORES VILLAGE BUILDING DEPARTMENT u 21- 2 s 2 / Building 305 - 795 -2204 Inspection Request l S F(�c'4 -d Permit No. 15 + 1.034 Name kktObTV &i0 �0�. gt ' Address © } ' 1 f � Compan l vCt �Ji1AJlf ki W Phone # rl L`55 6ZZ- Insp on Date t l l 0 (05 g°&' Re- Insp'n Fee MIAMI SHORES VILLAGE 4 BUILDING DEPARTMENT 305 - 795 -2204 Dat Company Phone # Inspection Date Bui ring Inspection Requel Lu e- r o • r it7-P Type Insp' n Permit No. g + 01-1-12z5, Name L 1 o Address (0Q at NE t 33 54— ( 7e --e(d< r 345 2 Date Type Ins Permit No. Inspection Date Correction Re- Insp'n Fee L410 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Name OLk—- .0k7 Address LcCA NE i05 Company PQj t .r .l C S Phone # — 3- < 6 LQ ° a-53 - 0 t D-- w 61K) �o (/v'7 c:°�'qi act` /c4 BIDDING PERMIT APPLICATION FBC 2001 Owner's ess City � tviA- Tenant/Lessee Name Type of Work: Describe Work: Lf Addition Notary $ 1 Training/Education Fee $ Total Fee Now Due $ 11/' -' (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 tikA ECEGVED Permit No. Wa ster Permit No. 16 P 0 LL- /ca• Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) i b 3 Phone # .4 0 9 9 N L 10 41— State -' Zip Phone # Job Address (where the work is being done) Go() NE_ 1 0 E 41- City Nfiami Shores Village County Miami -Dade Zip 33 )3 P Is Building Historically Designated YES NO Contractor's Company Name Al AyW l Phone # 9 5 �� Niro Contractor's „ r, s I d �� City Qualifier State V ' �� d Zip 33/SF P01i V ► FeLAPZ, State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: ❑Alteration ONew ■ Repair eplace ❑ Demolition ****************************F ** **** * ***** * ************* Submittal Fee $ Permit Fee $ CCF $ CO /CC Technology Fee $ Radon $ Zoning Bond $ Scanning $ Code Enforcement $ Structural Plan Review. $ 50, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 ,.f commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Als ;1a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seve/ ) days after the building permit is issued In the absence of such ..+sted notice, the inspectio 11 not be approved and a ra' , ction fee will be charged. The foregoing instrument was day of who is personally kn NOT Si P My Commission Expires: ** * * *,* * *** ** * * * * * * *** * ** Chc 05/13/03 As ide ** APPLICATION APPROVED BY: State Owner or Agent a ntractor owledged before me this,28 The foregoing instrument was acknowledged before me this 201 by to me or who has produced who is personally . own to me or who has produced n and bo did take an oath. * * * * * * * * * * * * ** ONDA P FREDERICK 000337010 ExpireS 7/21/2008 -4254 Florida Notary Assn.. Inc ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** , dayo Nl� Signature f h10:4ARY P Zip identifi. on I d w o did take an oath. �' ...... / n.n.n...n.........n.l S. iriffireALA , 'II ; .r• I• P FREDERICK My Commission Expires )0 �ll/®r S Engineer Zoning * * * * * * ** Plans Examiner FEB 02 Bill To JOSEPHINE SOTO 609 NE 105 ST MIAMI SHORES, FL 33138 -2053 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 09/28/2006 RENEWAL Thursday, September 28, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: 305 795 -2204 Fax: 305 756 -8972 Invoice Number: imp -9-06 -26269 Invoice Date: September 28, 2006 Permit Number: BP2004 -1225 Fee Type Calculated Total Fees Due: Fee Amount $75.00 $75.00 Payments Date Pay Type Check Number Amount Paid Change 09/28/2006 Credit Card $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 II 8/14/2006 To: Current Owner 609 NE 105 Street Miami Shores Village, FL 33140- Permit: BP2004 -1225 Address:609 NE 105 Street Miami Shores Village FL33140- Date Expired: 12/13/2005 Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Mabel Vargas Administrative Assistant ��`tl]��'`.1�ltl;: �C�1#tE3C�' < .��'I @�F'1� =� #?ttl#1' Ar�1��e� q uestions .dr eed n. odd l: a m :orris Chief Building Inspector Miami Shores Village Building Department 10050 1NE 2nd Avenue , Miami, 'Fla. 33138 Dear Sir I have been retained by Mr Al Soto to perform inspection services under Florida Building Code 2122.4& 2319.2.4:2 at the residential project on the below listed structure as of Oct. 20,2004. PROCESS NO STREET ADDRESS =CONTRACTOR OF RECORD - INSPECTION RESPONSIBILITIES BP 04- 1225 609 105 Street Mr; Al Soto - owner, 1- Roof Truss Installation truss 2- Unit Masonry 3- Second Floor' slab The following individual(s). employed by me or firm are authorzedto perform inspections. None I.wiII notify The'Miar i Shores Village Building Department of any changes regarding authorized,personnel. performing inspection services.. All mandatory Inspections, as required' by the Florida Budding Code, must be performed by the Miami Shores Village Building Department when - the special inspector is hired by the owner. The building inspections must be called for on all mandatory inspections: Inspections performed by the Special Inspector hired by the Owner are irraddition to the mandatory inspections performed by the Building Department. Further, upon'cornpletion of the work under each Building Permit I will submit a sealed Statement of Compliance to the Building Inspector, at time of final inspection' and before making application for Certificate of Occupancy. The Statement of Compliance shall state that, to the best of your knowledge,'; belief and professional Judgment that those portions of the project outlined above Meets with the Intent of the South Florida Building Code and is in Substantial' accordance with the approved plans: Sincer 1! Marshall Beliin, Architect October 20, 2004 NOTICE TO DEPARTMENT OF PLANNING, DEVELOPMENT & REGULATION OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER FLORIDA BUILDING CODE SEP 2 8 2006 arch�tecture marshal bellin ;& associates Idnriing .. . • : •• ` • • '••• . •..•. • • - '• •• .•• • '• • : •.. •, : • • '.21 • • • • • ' '• •,, •. ..' nterior design 285 sevilia,avenue, coral babies, florido 33134- 6613 (305)274- 6000/447 -1927 fax 443 -5986 . , ar#55 sevilia ave re, coral gables, florida 33134-6613' (300274 447:-19 fax 69 ****************************F ak do Permit Fee $ % 7 ®® ti �k cede. ^r q de �d #hF * 1 k3}i s s BUILDING - PERMIT ATPLICATION FBC 2001 E q. Id,. 1131r - Permit Type (circle): Building ectric Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # 30 f 3 v r _ r ,9. 7 S Owner's dress q lo City lam S11 G State r L Zip ij 1 i3 O Tenant/Lessee Name N Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's A $ Value of Work For this Permit Total Fee Now Due $ ( 'I OO (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Submittal Fee Notary $ / Training/Education Fee $ G o9 fJ E /05 County Miami -Dade NO Technology Fee $ Zip 3. Type of Work: NAd ition o s ['Alteration ['New, ❑ Repair/Replabe ❑ Demolition Describe Work: '� 0 S b `,, . D f' -- Ele<Ari:t4) 66:1# Permit No.. EL avi Ma er ermirNo., Ae o - I a,,as 3 113-- Tctg- a ' Po Nt.' Contractor's Company Name ''(} C1 �, JP�� Phone # es \/ 1 ,♦ - V - I 3 �. �� • `' City tl l G � State Kt Zip 3314r Qualifier P� AvA� Mh V State Certificate or Registration No. EC "0 0 0 1 1 /1 . Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Scanning $ Radon $ Zoning B7d $ Code Enforcement $ Structy Plan Review. $ 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 AN'NII)AVIT: 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. Als a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seve (7) days after the building permit is issued In the absence of such posted notice, the on will not be approved and a r ' j pection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of /'/ �%C' ,20®x, /f `Ol ! e4 58 My Commission Expires: chc 05/13/03 y known to me who has produced who is personally known to me or who has produced fication and ho did take an oath. as identification and who did take an oath. APPLICATION APPROVED BY: RHONDA P FREDERICK NelARY PUBLIC: .� Comm# DD0337010 = Boma' f' ;00')}932 -4254: aP us a " Assn.. Inc I Contractor The foregoing instrument was acknowledged before me this day of , 20 , by Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * **,�f�, , * * , * ' * ,+ **** * * * * *, * * * *, , * * *** *, , ** * *, , * , * * *, * * * *, , , **** *** * **** * * * * ** * Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/25/2005 Applicant: ALBERTO Owner: SOTO JOB ADDRESS: 609 NE 105 Contractor AQUA - SHIELD CORP. Local Phone: Parcel # 1122310120060 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1225 SOTO ALBERTO ST Contractor's Address: 2950 N 28 TERRACE Page 1 of 2 Legal Description: GOLF VIEW EST CORR PLAT PB 41 -58 LOT 7 LOT SIZE IRREGULAR OR Fees: FEE2004 -10536 FE E2004-10537 FEE2004 -11903 FEE2004 -11905 FEE2004 -11906 FEE2004 -11907 FEE2004 -11908 FEE2004 -11909 FEE2004 -11910 FEE2004 -11911 FEE2005 -982 FEE2005 -983 FEE2005 -985 Description Structural Fee Structural Fee Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Radon Submittal Fee Builders Bond Building Fee Scanning Fee Scanning Fee Amount $50.00 $50.00 $1,500.00 $30.00 $10.00 $37.50 $120.00 $6.05 ($200.00) $300.00 $35.00 $15.00 Total Fee1,953.55 Total Receip*1,903.55 SO OD 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name Submittal Fee $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Buildin,g Department . 10050 N.E.2n es Florida 33138 Tel (30 95.22 4. — 6 - 972 Permit Type (circle): uildin Electrical Plumbing Owner's Name (Fee Simple Titleholder) AL .S OAT 60q 10 City Owner'sldress City r Z-L )44.- State Zip Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Ari418116 Contractor's A Clq S Cti' iifl City kr5 Zip 3.3 ID 4 Qualifier 37L State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: Addition :Alteration ['New 0 Repair/Replace 0 Demolition Describe Work: S Xtstio f �stt. 1 a * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * *** ** * **** Permit Fee $ Notary $ Scanning $ /43 "s-- Radon $ Fo County Miami-Dade NO Training/Education Fee $ Zoning Code Enforcement $ Structural Plan Review. $ Permit No. aster Permit No. 6P O1 I S Mechanical Roofing 3LIS" Phone # Phone # 3,3 Li? CCF $ CO/CC Technology Fee $ Bond $ Bonding Company's Name (if applicable) 1 ' 1 "1‘ Bonding Company's Address City State Zip Mortgage Lenders 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencem nt m . t be p.sted at a job site for the first inspection which occurs en (7) days after the building permit is issued the < ,sen, , of p, �d notice, the inspection will not be approved ann•1'inspection fee will be charged. // r Signature Chc 05/13/03 Owner or Agent The foregoing instrument was acknowledged before me this / day of /7U YZ 2005 by 41.6ech who is personally knaswa to me or who has produced As identification and who did take an oath. N O T A R Y P : LIC: C KA c't d 9-11 7° 7 APPLICATION APPROVED BY: Signature Contractor The foregoing instrument was acknowledged before me this / day of �./ /►% // 2O Q S by fait/ t 6 4.. who isersonally known to me or who has produced as identification and who did take an oath. CDr■ A KA 4*bjj IHi107 * * * * * * * * * * * * * * * * * * * * ** 00 ***** NOTARY PUBLI �. �� ° ° �,IIIIII hllyl Si Sign gn• Print: ,,L1 iV D LA C-1) s Print: ml`$ea My Commissio E = � My Commission Expires: � " VI lies IP ... .'?•991 **************** * * * * * * * * * * * * * *'ig * * * * * * * * * * * * ** i litiomuu , + + 192 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/5/2005 Applicant: ALBERTO Owner: SOTO JOB ADDRESS: 609 NE 105 Contractor SOUTHERN POINT ELECTRIC INC Local Phone: Parcel # 1122310120060 Permit Status: APPROVED Permit Expiration: 4/5/2006 Work: ELECTRICAL FOR NEW ADDITION Signed: (Contractor or Builder) Electrical Permit Permit Number: EL2004 -257 SOTO ALBERTO ST Contractor's Address: 8120 S. W. 13 TERR. Legal Description: GOLF VIEW EST CORR PLAT PB 41 - 58 LOT 7 LOT SIZE IRREGULAR OR Fees: FEE2004 -11918 FEE2004 -11919 FEE2004 -11920 FEE2004 -11921 FEE2004 -11922 FEE2004 -11923 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $200.00 $1.80 $0.60 $5.00 $3.00 ($50.00) $160.40 Total Fees: $160.40 Total Receipts: $0.00 Construction Value: $2,500.00 Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. BY: Page 1 of 1 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's A dress G6 ' v City Ic State Tenant /Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's dress P 1 31 . City� rtca.A FL �E� Qualifier eld f', iQ State Certificate or Registration No. Ecoo0 L11/ Certificate of Competency No. Architect/Engineer's Name (if applicable) S Value of Work For this Permit 3 ) �° Type of Work: jAddition Describe Work: Ee t fs i Total Fee Nov Due. 8 (!"'.ontinneci on opposite.. side County Miami -Dade NO &t+* t14 ! —.� °sJ �-�✓` * * * * * * * * * * * * * ** ..Alteration Submittal Fee S Permit F Notary 8 Scanning S Radon S Code Enforcement S Structural Plan Review. 8 Training/Education Fee 8 1V1111111 ►311U1 e5 V liid.ge Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 N, NM $,Ze124 F c2s Plumbing Zip .°' 713 1 Phone # Goof N 1 oS ? Phone # Permit No. 44 ,7, Master Permit No. Phone # * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical Roofing 3oS - L1 g:. 7 7 S Zip 33)3e• it'- "79"4 7ar Zip 3.3 Square Footage Of Work: {v� ❑New El Repair/Rep ace ❑ Demolition fl (fi SPGy - I CCF S CO /CC Technology Fee S Zoning Bond 8 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address Cit} 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. A so, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s (7) days after the building permit is issued. In t 'nee of such posted notice, the inspection will not be approved and a spection fee will be charged. Clic 05/13/03 My Commission Expires: * * * * * * ** *icy[ * * * * * * * * * ** ** APPLICATION APPROVED BY: r *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature 41,111%, Contractor Owner or Agent The foregoing in me acknowledged before me this / The foregoing instrument was ac owledged before me this day of ;/ / , 20a3 by , day of 20d who is personally known to me or who has produced who is personally known to me or who has produced As ide tification and who did take an oath. as identification and who did take an oath. NOT' ' ' I; : LIC: / Si a 1 4.L� / ar Print: - / l ,e lle FHONDA P FRED CIr R.VIP � Comm# 000337010 Si ar, /4 — 7/21 /2008 S / Bonded thru (800)432 -425 int: #, i _: . # 1; ' ry Assn., Inc i 4 Vly Commission Expires: ************************** * * * * * * * * * * * * * * ***** *** **** ***** ***** ****kick ************ RHONDA P FREDERICK • Comm# 000337010 = Expires 7/21/2008 Bonded thru (800)432 -42541 Forida Notary Assn., Inc 4 Examiner Engineer Zoning Owner's Name (Fee Simple Titleholder) I Owner's dress hh CO \ VV 1 S' City Owner's Ck""'`' J 10,43. State ELI Ni Tenant/Lessee Name Job Address (o where the work is being done) C ity f c 4 d t 7 County Legal Description Contractor's Company Name "41,..- Phone # aJ5' - 71( - Z e' Contractor's AA ess 3 ® �'� 3 ) 4 k , City ' I I a '" St E�-, Zip j 3 S Qualifier' r7 44idatke �� P' r4 r Perms P) (ip Describe Work: � " r Signature I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the con act. I hold the Building Official and the Village of Miami Shores harmless from all I _ involvement. Owner or Agent The foregoing instrument was acknowledged before me this this day of 4j who is personally knowi.toime or who has produced As identification J . d who did take an oath NOT ' i :L // ' i ' / " / � r^HONDA P FRE Si ar �rLfri,: ._..._ 010 Print' � My Commission Expires: 2 / .............................. Rev. 09/19/03) Miami Shores Village Building Department Change of Contractor mss` 1 27, 5 Permit No. by , day of E / 2 y 4254 Florida Notary Assn., Inc 7 * 6r ************* ** *** * ** ** ** * * *** * * * ** *** * * * * ** * ** * * * * * ** * * * * * * * * * * * **: 5_OQ Expires 7/21/2008 -G 0 NE. Ic ('L... zip 3313 P Si Phone # Zip 33 3 Phone # 3o3- .k 1 Signature Aft Contractor The foregoing instrument was acknowledged before me who is personally known to me or who has produced as identifi. tion and w r o did take an oath. i 4/, NOT ' ii :LIC: 4 Print: , ela., i etfiv My Commission expires: HONDA P FREDERICK 7010 Ex,: Erna 7 /21/2008 'ryeondrh <hr1 (500)432.4254 Sm....o ".o.s` souBFlo ea'l 2J1Assn Inc RE: PERMIT # To whom it may concern: Please be advised that JBC Electric, Inc. agrees to the transfer of the above listed permit for work to be performed at 609 NE 105 Street. JBC ELECTRIC, Inc. BUILDING PERMIT APPLICATION FBC 2001 Plumbing / ing Mechanical Roofing Owner's Name (Fee Simple Titleholder) f l bt d 1 S u Phone # - 3 Li g -. 77 Owner's Address 4 6' 16 J City H �, e3 1 State ft , Zip 33 13 a , Tenant/Lessee Name ` Phone # ^' Permit Type (circle): Building Job Address (where the work is being done) Gaq ( City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Te: C _ i Phone # Contractor's Address 8 5P5 /3777W Cit AN All State FL Zip 33/44 Qualifier 1 ■ 6' ot n1c-to 000860* Certificate of Competency No. Q► /7 %08 P� �7� 64 p Architect(Engineer's Name (if applicable) � Q4" Phone # State Certificate or Registration No. $ Value of Work For this Permit d Square Footage Of Work: o Type of Work: Addition / ^ ❑ New Describe Work: 1 ' f"t 6e-it Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. p L Master Permit No. jP 0 a S 3313 305- ❑ Repair/Replace ] ❑ D N aswe tic e * ** * *, * * * *** * *, * * * * * * ** *., Fees* *** * * * *** * * * *** ******nr * ** Submittal Fee $S 0 , Permit Fee $ 42 ‘" CCF $ 1 + CO /CC Notary $ 4 Training/Education Fee $ + " Technology Fee $ Scanning $ 5 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 issu , e of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notic- of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Al •., a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev ) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and �ec'on fee will be charged. Owner or Agent rr� The foregoing instrument was acknowledged before me this a`\ day of 4 - , 20(8_, by A\ 60k who is personall y known to me or who has produced As identification and who did take an oath. NOTARY P JBLIC Sign: Print: Pi(V -Q_ (Po\ My Commission Expires: APPLICATION APPROVED BY: Cho 05/13/03 YYlO(e) or\ te Arisne led Mor im S NOTARY PUBLIC: Sign: t ` Print: 1f e_ Le ` MO E¢ 6 0 My Commission Expires: The foregoing instrument was acknowledged before me this Q 1 P , day of I 3 k , 2 , by �5-. � CZ) , who is personally known to me or who has produced as identification and who did take an oath. *e *ee *e *eeeeee *eeeee *e * * * *e e*weormaiienten t* * , *, *** ** * *eat, , * t**** *+t�rr� *,�** � e � e ont** * *e Now" Expires August 13, 2008 l os e , * My Commission CO3.26881 w . Expires August 13, 2008 **************** ******************************* ** ***************** ***************************** Plans Examiner Engineer Zoning ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS as.l. CENTRAL HEATING DISHWASHER RECEPTACLES S A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AM?S DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0— 1 If STEAM BOILERS SHOWER MOTORS OVER 1— 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3— 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5— 8 HP _ TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8— 10 HP ELEVATORS/ESCALATORS TEM'ORARY WATER CLOSET MOTORS OVER 10— 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES ' A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER —NEW INST. GENERATORS TRANSFORMERS HEATER— REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER —WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFERS UTILITY —SEWER SIGN TIME CLOCK UTILITY —WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4` TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) MECHANICAL Permit Number : BP 04-1225 / ERRATA SHEET ELECTRICAL CRITIQUE SHEET 1. E -2: Riser diagram, Load Calculations and Panel Schedules were added. 2. E -1: Smoke detectors were added. 09/22/2004 15:33 MIAMI SHORES UILLAGF 4 93054435986 S Miami Shores Village Building Department ELECTRICAL CRITIQUE SHEET 10050 N E.2ncl Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Na. 00 — tzar ' Job Namee j" NO.S16 0007 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bu'lding Inspectt nest Date Type Insp'n Permit No. Name f —r Address tt (001 . (0,3 Company Cf C) c C 7 Phone # Inspection Date Correction Re- Insp'n Fee OMIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Build;ng Inspection Request Date + , Type Insp'n No. 6 f ' / Name Address Company Phone # Inspection Date Approved Correction Re-Insp'n Fee No4,4 X 5 3 /6'. MIAMI SHORES VILLAGE e ") BUILDING DEPARTMENT 305 - 795 -2204 Buil ' 'ng Inspection Request Date a� Type Insp'n Permit No. &(4101-1 ` Name Address Company l , Phone # 7E6 C3.5. " 6,8 Inspection Date C9/ `7` 'd Approved Correction Re- Insp'n Fee Ott )4LL N�' /a4'1 a9--5 MIAMI SHORES VILLAGE i BUILDING DEPARTMENT 305- 795 -2204 B uildin Inspection Request \ ( Date `I 1 i 1 d S T y p e Insp'n --1— ?"‘ C o t e R ® (5W 1� 1 Permit No. B ((_� Poe -I `' i c og4 _ 3 F7 TC3 SO Name lq ) Address 6 d it) /OS sf Company pal r4-6 644tCU( Phone # 6 15, 55.4 Re- Insp'n Fee ❑ 1. MIAMI' SHORES VILLAGE BUILDING DEPARTMENT \ •., 305-795-2204 ---: Buildinp. Inspection Request Date 4 °1 I i J 455 Type Insp'n -- r , •■ Cctip oc' .._,,.. „ •.,:. .., Permit No. BPI . .:1 g5t • Address 6(51 It'li 1 0 Company Phone* (3 „Inspection Date .. , do* Approved F,r, :, : •2.. -;-,-,• ..,1 ,.' .''. -, - • _ T Re-Insp'n Fee • -6-ma ii- Name lq (O'Cr SO -ICS Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildi g Inspection Request SioS Date Type Insp'n Permit No. / .5 Name /,.12'� Address rid 0 A / 0S— ,024 Company t Phone # i Inspection Date 6/1 Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction MIAMI SHORES VILLAGE BUTLDING DEPARTMENT 305-795-2204 Buildi g Inspection Request Re-Insp'n Fee / 40' /tie /0s -- 621 ,1,„‘„ dzi_e_14e, (co - 6//P BUILDING PERMIT APPLICAT FBC 2001 Permit Type (circle): Tenant/Lessee Name State Certificate or Registration No. (C. C. • S $ Value of Work For this Permit ,# Type of Work: Addition DAlteration Describe Work: t Total Fee Now Due $ a� (Continued on opposite side) 4' Miami Shores Village Building Department 1005 d Avenue, Miami Shores, Florida 33138 04 Fax: (305) 756.8972 Mechanical Owner's Name (Fee Simple Titleholder A It ° a r' 3° + Phone # 3° s- 3 L < 7 Owner's ddress 609 E 11 5 +L f7.f- Cit U a+ v�� , 5\re. } , State � � a Zip 33 Phone # n Job Address (where the work is being done) _ © q r n l �' ,'� to J L City Miami Shores Village County Miami -Dade Zip 32) 3 7 Is Building Historically Designated YES NO 1 Contractor's Company Name ?1:7 12 1,0 Ko C")11 QG4ir 17.00kiy Phone # 13 OS) e t b — 7 o 0 cl Contractor's Address 113 6 s '77 Lc/ /3 `7 t s- City /1/ a wl l I ! State F c_- Zip 3 3 i., l/�o Qualifier e l - lo S ,. • p ei ' Building Electrical Plumbing 00 ['New C til,,uit -141e 6 A r1 Permit No. be ? — fa 3 Master Permit No. i P+' t a Certificate of Competency No. Square Footage Of Work: ❑ Repair/R- race Architect/Engineer's Name (if applicable) Phone # Demolition * * *, *, *** *** ** * * * * ** ** ** ** Fees * * *, * * ** * * * * * *** ** ***** ***** Submittal Fee $ �' C( Permit Fee $ gJ CCF $ g, 4-0 coicc �' " Notary $ Training/Education Fee $ V i g© Technology Fee $ 6/, a Scanning $ l S Radon $ " Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 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 lso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s, en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and �� inspection fee will be charged. Chc 05/13/03 Signature / b Owner or Agent.. The forego' g nstrument was acknowledged before me this 7 day of , 20 ®1/, by • who is perso My Commission Expires: APPLICATION APPROVED BY: identifieationa mid 6109 1 -; Id - Stole Gi Florida Jur 30,2005 0312e4 Signature Contractor The of instrument was acknowledged before me this 7 day of 2 who is personally known as id NOTARY PUBLIC: Sign: Print: My Commission.Expires: *:x*** * *** *** ** * ** * * * * * * * * ** * * ** * * * * * * * *** * * * * * ** c************* * * * * * * * * * * * * * * * * * * * * * * * *** * * * ** Plans Examiner Engineer / Zoning Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1236 Printed: 11/30/2004 Applicant: ALBERTO SOTO Owner: SOTO ALBERTO JOB ADDRESS: 609 NE 105 ST Contractor PORTO & GARCIA ROOFING Contractor's Address: 3550 N. W. 52 St. Local Phone: 305 - 820 -7009 Parcel # 1122310120060 Legal Description: GOLF VIEW EST CORR PLAT PB 41 - 58 LOT 7 LOT SIZE IRREGULAR OR Fees: Description Amount FEE2004 -11929 Building Fee $250.00 FEE2004 -11930 CCF $2.40 FEE2004 -11931 Training and Education Fee $0.80 FEE2004 -11932 Technology Fee $6.25 FEE2004 -11933 Scanning Fee $15.00 FEE2004 -11934 Submittal Fee ($50.00) Total Fees: $224.45 Total Fees: $224.45 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/12/2005 Construction Value: $4,000.00 Work: rost as per submitted plans for addition install new tile roof- MASTER BP2004 -1236 Page 1 of 1 Signed: (Contractor or Builder) BY: Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. I Master Permit No. _ Process No. Contractor's Name o Y" GJ C ,l J, o CF 77 J Job Address GC9 L9 6. Jas S ROOF CATEGORY ❑ Low Slope ❑ Asphaltic Shingles Florida Building Code Edition 2002 V -- • Hurlcane Zone Uniform Permit , • cation Form, Section A (General Information) ❑ Mechanically Fastened Tile ❑ Mehl PanelfShingles ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ No ❑ ROOF TYPE Type: Natural ❑ LPGX ❑ i New Roof ❑ Re- Roofin g ❑ Recovering ❑ Repair ❑ Maintenance Calm'''l r ` k Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) . ROOF SYSTEM INFORMATION Ud Mortarjdhesive Set Tile ❑ Wood Shingles/Shakes Are there (an 123_01 -48 5/03 PAGE 2 c CP 0 • Section B (Roof PIanl Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow dntlns. 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' C/C CEEEEm E CEE. ■ CCC m CEEEECCCCEEEE °* EEECC mE :. :.�. 11`1111:■:: ■m :E: 41:11■: :1:111:1 ■C■.■■ /i:■■■ ■//w.� m maa : :m ■■ /Ora..■ / : m: ■ / ■m :1 :C: : :■:1mm ■■ ■ :m ■: :m Mill r:■::: :■ /■ ■ :1 ■.E■ Cr1 ■ : ■m ■:m■ ■ : 1 ■ E■ /:■mmirnm ■ 1 :mm :C: ■/m11r ■h: CC ummup ::■■1EE ■map ■: r._1 ■. /1■: /.E■ 1CC1 ■1■ :mm■: /■ ■ :C /C:■ :■:: :■:m ■.E: pppumgi ► it ..■■Mm:::mmmmm::EEmImiNimeomei mimmi■E ■■ CCCCmmC m m ommau CCICECCC I 1 lum g n CEC pi, iu mug r umm i igm ■n u : ■s 1CAl o C 1■ ■:m■ m ■m:/ ■: /m /:1 tim■mo ■�. ■: I / 111 lC ■m:1e11ll .N I1I ■/E1 ■ ■1■ /■C / ■1CCm11/mr //1 Cm �.: ■1C�m C m/ �' : 1 �. E1■m /■ MCm CEE ■ � ' ii / 111 '► :mpmmmmp ng nom • 1 ■ crurE.E �E �0 1 ■�■ / m1GE / N - CCC I ' :.I :11 / ■■ mCF ■ ■ ►1tr, � /CC/ �1 C ■ m ■.�1k��1i�C i �I�/ �/ /1� ■ /11 ■ ■C1 mE :C ■ ■�1: ■ \` \I /4 ■/C ■// C ►pia'IfAlky,��,,IIC�Ii / mum summ mmu mm m:■■ E/■/■ m■ m: ::m::: : ■■ ■umu ■1 ■■ ommu �mmCefm + n NOr / / ■/ 11 .y(1 ■ /// / U Roof System Manufacturer: H 0 ) i PA !-_1 Notice of Acceptance Number: Oct - /rV- // • D 8 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: /7.. 6 P2: /S'O. 4 P3: /0 0 -C Maximum Design Pressure (From the NOA Specific System): /1 .9 Method of tile attachment: i 'G 5 / ) e i Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Pemdt Application Form. 1 Roof Slope: :12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: / P/0 43 Ridge Vent ype Underlayment: 1 0../ft nsulation: Fire Barrier: Mean Roof Height: astener Type & Spacing: dhesive Type: ype Cap Sheet. oof Covering: e/N.y A /6• gO #f-I/IJe 5/ Type S Size Drip dge: ,S V3 123_01 -48 5/03 PAGE 4 Aity Mr Required Moment Resistance* Height 15' 34 20' .5 25' � 30' . — �Slo�pe 3:12 322 34A .0 37A 30.8 412 30.4 3 33.8 35.1 37.3 5:12 30.1 31.8 32.8 34.9 8:12 25.4 28.0 20.4 30.5 32.4 7:12 24.4 25.8 27.1 28.2 30.0 Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values from M If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" Q (P1: ( 14 4z t ( f m 1 9 4 9 ) - Mg: 5. 1 . m 1. p NOA Z & (P2• /0 0 4x 71A.24f =z - Mg: hialite2 y NOA 1Vk ,/% - -q 0 . 3 4 0 , 24 . x Q•2 co 24/44)- =M 4 2.y NOA Mg. / /B. Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M, * t be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. Where to Obtain Information Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier . Restoring Moment due to Gravity Attachment Resistance c Required Mom Required Resistance vane Weight Tile Dimensions Symbol Pl or P2 or P3 H 0 M. F' F W 1= length w= width RAS 127 Table ., an engineering analysis prepared by PE based onASCE 7 ere to find Jo ob Site NOA NOA NOA Calculated NOA Calculated NOA NOA All calculations must be submitted to the Building Official at the time ofpeimit application. For Uplift based tile systems use Method 3. Compared the values for F' • i the values for F If the F values are greater than or equal to the ' es, for each area of the roof then the tile attachment method is accep Method 3 "Uplift Based Tile culations Per RAS 127" (P z l: = z w: = ) — z cos 8: = F NOA F (P2: z1: = s w:= .r —W: cos 0: = F NOA F' (P z 1: = z r - ) - W: x cos 8: = F NOA F 123_01 -48 5/03 PAGE 5 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature ' ADOf051E- n.melLOe'ALS- •vremelSECTION 152J.d.e 09 U2/1___C Date ractor's Signature M I A M hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 •M 4 MI I-Datt E CQUNTY, FLORIDA . • 114ETIT -DAPC FLAALER BUILDING '140 We.ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 •001175-7941 FAX (305) 375 -290S 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 I Iigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 • Category: Sub - Category: Material: 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Dimensions 1= 15" w = 10 3 / 1 %' thick 2.1 SUBMITTED EVIDENCE: Test ARencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Ccntcr for Applied Engineering, Inc. The Center for Applied Engineering, Inc. ROOFING ASSEMBLY APPROVAL 1= varies w = varies varying thickness Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Test Specifications PA 112 PA 112 Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufact4red for each tile profile. Test Name /Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing • PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" I•Ieadlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Rccover/Rcroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Agency Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Tesi Nam / r/ Static - Uplift Testing PA 102 (2 Quik-Dfiw ccevs • „Dirc�c3' �� • Stafie'CJplirt testing • PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7 25- 7SO4b -8 25- 7804 -4 & 5 25- 784 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 199S March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 - 0.865 Table 3: Restoring me due to Gravity - M (ft-Ibf) Tile Profile 3 ":12P ° " :12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Dir Dec I► irect Dec Direct Deck Direct Deck DirectDeck .0 , 5.9 5.8 5.6 5.5 1 Table 2: Aerodynamic Multipliers - Tile Profile /)r) Direct ck Appli ation Monier Lifetile Atlantis Shake & Slate Tile 0.24 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field J. plift.test eshaW be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade Countytj:.:: L.bbocatory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expresses is a Mo�e,t t; t�l� (ft I)f). • for Nail -On Systems' . Tile Profile Fastener Type Direct Deck (min 15/32" ' plywood) . . Direct Deck .' n' 1./32' :' :' • ppywQo3 d . . •.• • • Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 • 38.1 ' 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance for Single Patt Expressed as a Moment - M, (ft-Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Monier Lifetile Atlantis Shake & Slate Tile PolyPro T" • 118.9 PolyPro T"' • i . • 4 Large paddy placement of 45 grams of PolyPro TM'. 5 Medium • add • Iacement of 24 • rams of Pol Pro TM'. • •• • ••• • • • • Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Table 5B: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mortar or Adhesive Set Systems Tile Application Mortar Set Attachment Resistance 39.0 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page S of 6 • • 5. LABELING All tiles shall bear the imprint or identifiable markingoe the mantfacttrer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied,byig' 'c pt`tbe following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documcnts required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS /2" WATERLOO( • 16 14" •.,• OVERLAY WATERLOCK OVERLAY .,� '‘ -' •: 16 Ue " „. MONIER LIFETILE ATLANTIS SIIAKE & SLATE CONCRETE ROOF TII.E END OF THIS ACCEPTANCE 11 /e” NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 04/21/03 NON 11:54 FAX 954 578 1042 1 k MM I��ApE POLYFOAM PRODUCTS. INC. PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAMER BUILDING 160 WEST FLAGLER mum SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTR.CEOR LICENSING SEc rION (305) 375.2527 FAX (305) 375 -2558 CON'rRACI'OR £ NF ORCE.\I ENT!) !VISION( (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of Two Component Polyure4hene Foam Adhesive under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO): under the conditions specified herein. This ?40A shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modi use of such product or material immediately. BCCO reserves the right to revoke this pproval, if it is deterrnined by BCCO that this product or material fails. to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 • APPROVED: 06/14/2001 I40 4500011pc200011templaceslnodee accepemee cover page dec Interact mail address: nostmaslertlhotIAinnnnrlan ..1:.. 1411L .. Raul Rodriguez Chief Product Control Division THIS IS TFIE COVERSI-If;ET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE • This application for Product Approval has been revie by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 002 04 %21/03 MON 11:54 FAX 954 578 1042 s Po1yfohm Products, Inc. ROOFING ASSEMBLY APPROVAL CCaterory: Rooting Snb -Cate o Foampro® RTF1000 Roof Tile Adhesive Materials: Polyurethane ProPack ® 30 & 100 N/A • 2.2 Typical Physical Properties: Proncrty Test Density ASTM D 1622 Compressive ASTM D 1 621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM D 2126 Stability POLYFOAM PRODUCTS, INC. ACCEPTANCE No.: 01- 0521.02 Approval Date: June 14 , 2001 Expiration Cate: May 10, 2006 1. SCOPE This approves Polypro® AI1160 as manufactured by Pelyfoam Products, Inc. as. • described in Section 2 ot' this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low; and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Product Polypro®AH160 S p e cificatio ns Description N/A PA 101 Two component N/A polyurethane . Dispensing Equipment 2 .1 Components or products manufactured by others: Any Miami - Dade County Product Control Accepted RoofTilc Assembly having a current NOA which list uplift resistance values with the use of Polypro AN r60 roof tila; adhesive. Results 1.6 Ibsilt.' • 18 PSI.Rarallel to rise 12 PSI:Perpendicular to rise 28• PSI • Parallel to rise 0.08 LbsfFt 3.1 Perri / Inch +0.07% Volume Change @ 400 F.. 2 weeks +6.0% Volume Chan Humidity. 2 .necks • rn Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner Q003 04%21/03 NON 11:55 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. • Polyfoam Products, inc. ACCEPTANCE No. : 01. 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3 .2 Polypro® AI-1160 shall solely be used'with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. . 3 . 4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI-1160 roof tile adhesive with their the assemblies shall test in accordance with PA 101. 3 .5 hoof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. r f) _ ;F, MS 4. INSTALLATION 4.1 Polypro® AH I60 be used with any roof the assembly having a current NOA that lists uplift resistance values with the use of Polypro® AHI 60. 4.2 Polypro® AHI60 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AI -1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Rooting Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHI 60 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (;B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH IGO shall bc applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A1-1160 shall not bc exposed, permanently to sunk 3 Frank Zuloaga, RRC Product Control Examiner 1j004 04721/03 MON 11:55 FAX 954 578 1042 Polvfoam Products, Inc. ACCEPTANCE No. : 01.-0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been :dispensed, 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein, Each generic tile profile requires the specific placement notcd herein. Tablet: Adhesive Placement For Each Generic Tile Profile TileProtile Placement Single Paddy Weight Two Paddy Weight Detail : Min. (grams) per paddy Min. Flat, Low, i-li;lt Profiles l (grams) High Profile (2 Piece Barrel) #1 35 N/A 17/side on cap and N/A Flat, Low, High Profiles #2 34 /pan Flat, Low, High Profiles #3 24 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUrREMENTS • 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 POLYFOAM PRODUCTS ,INC. N/A 8 Prank Zuloagu, RRC Product Control Examiner ft 005 04 %21/03 NON 11:55 FAX 954 578 1042 PoIvfoanl Products Inc. POLYFOAM PRODUCTS. INC. 5 ACCEPTANCE No.: 01 -0 521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NW through glade cement 10M Pot Cana Ewa malt oak: aL 1 la. up6a twaephal„ Q Placa eamigh adhalva to achieve 171a 23 Opuon•l 1r4'a ,L gm* tachaa into coax( with the pan tlIo heap gild►" dau 4 Tarn coven upside dope, Pia aanma n 112 la. ISV, 7o1 la. Flan oubao sago of cow pia, Than iuull Iha r9.. \ . O 0 0 . 0 : 4, . ., . . . -4 4 , R IV dthapv : canoe caw We. Alin le mama mum al pai Om Ewa thi cad at Pan and cover Mu azt Pah at am tit Em claim t'w' ) %aphds Fuels Nag through *sac mod 0pdodat PaW oa • edgn ol0fa SeeaUdap Frank Zulonga, RRC Product Control Examiner t�l 008 04%21(03 NON 11:56 FAX 954 578 1042 Polyfoarn Products, Inc. POLYFOAM PRODUCTS INC. • . •; ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY ACCEPTANCE No. 01-0521.02 Nall ttvough pbstk cement Nal through plastic content Underlayment Fascia ?keyhole Ewe closure Orb edge 6 Na through plastic cement Underlaymeni I Ewe Count Paddy (Bensaffillb) Frank Zuloaga, RRC Product Control Examiner I4 007 04)21/03 NON 11:56 FAX 954 578 1042 Polyfoam Products, Enc. Single paddy on lop of Ulu Nall through ptasdc cement Eare Course x In. 4In. Single paddy on under- layment Nall through plastic cement 414. x3In. SMOG paddy on under- layment SIngle paddy on top al the Single paddy under dle Paddy (between die) Faddy (undordle) POLYFOAM PRODUCTS, INC. ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE erry 7 Eave Closure Oln. medium size paddy save course only fasda Prank Zuloaga, R1tC Product Control Examiner Single paddy undor the Single paddy between tHe 21n. x 7 in. media+ size paddy earo course only lgj 008 Fasda Weephole Eave closure Drip edge 04/21/09 MON 11:56 FAX 954 578 1042 POLYFOAM PRODUCTS, INC. 8 • Polvfoam Products, inc. ACCEPTANCE No. : 01- 0521.02 1. Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, arc no older than eight (8) years. 2, Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami - Dade County Product Control Approval ". or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a_ There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. ff the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing die engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause .for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also bc grounds for removal of this Acceptance a. Unsatisfactory performance (Willis product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes, 6, The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawin and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8, END OF THIS ACCEPTANCE Frank Zuloaga, RR .0 Product Control Examiner 10009 Master Pernrlt No. Contractor's Name Section A (Genets! Informationf Process No. C eCi (240 A41 j ,lob Address 62 09 -)-, 5 J s sf- ROOF CATEGORY Low Slops D Mechanlcdly Fastened Tile D MortarAdhesly. art Tlls 0 Arc 0 Metal Panel/Shingles 0 Wood ShIngIsslShakes Shingles 0 Prescrlptive BUUR.RAS 180 ROOF TYPE V 1low Roof 0 Re- Roofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) r Are there Gas Vent Stacks? Yes ❑ No ®''- Type: Natural ❑ LPGX ❑ Section B (Roof Pal Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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Section C (Low Sloped Roof System) FM in Specific Roof Assembly Components and Identify Manufacturer (11 a component Is not used. tify a Systenh Ma : C F I �I Alf:71A I S NOA No.: CA ®To / s OS Design Wind Pressures, From RAS 128 or Cakxuk ns: Pmax1: -- 5 Z PnwecZ 4974 J Pmac3: - /3 s • y Max Dear rmn the Spedflc NOA System :�2 - S Dec Type: (t-) ®sue d Gaugefmlckhess: / Slope: /4 Anchor/Base Street & No. of Ply(s): ~/ n Anc hodBase Sheet Fasten edBonding MaterIl,; insulation Base Layer N / N p Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: p/ Top Insulation Layer Top Insulation Size and Ttddcnesc Top Insulation Fastener/Bonding Material: Base Sheets) & No. of Ply(s): 71* ` Bi p it Shona " Ply Sheet(s) 8 No. of Piy(s): (Q 1 PIY ro it i Top Ply: H10e?/?C. nutrAINPCX R T4rrIll ndin g17% , A4. Surfacing: CI ('?r N oil - Fastener Spacing for Anc Sheet Attachment Fief& oc@ Lap. #Rows -2 Q 'oc Perimeter. L' oc Lap. # Rows 4 Q . _' oc Comer J2. oc @ Lap. # Rows of# ' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocidng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Moir Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Char 16. FT. FT. Parapet Height Mean Roof Height P 11 C » . Roofing Work is to comply itig with the Permit Florida hand Code. Malta Specifications. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responstbility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part• of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions: Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low - -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature CADOMIE.P OLOCAU- nT..,I SCTlON s 44 . 188 ROOF. COVER(NGIMATERIALS (TEVT) Roofing Systems (TGPU)—Continued Insulation- (Optional): One or more.layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate r /isocyanurate composite, phenolic, 2 in. max. • Ply Sheet Two or more layers Type G1 " GAFGLAS Ply 4" or "GAR GLAS Ply 6 ", Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap 4. Deck NC ' - _ Inst 11tion: One or two layers " frorhefa►'R", 4 in; Max, hot mopped. Pl•Sheet Any UL Classified'graVei Class A asphalt glass fiber p .(t)ptiortal): Red ran Base Sheet: One layer Type nailed). • GAFGLAS Mineral Surfaced) Inc-1 u 3 Base Shee! One layer type G2 " GAFGLAS P175 Base Sheet';.. ..• Ply Sheep One or more layers Type. G1 "GAFGLAS Fly 4". or "GAF - GLAS Pay '6 ". Cap -Sheet One sayer Type 0-3 • " GAFGLAS Mineral Surfeeed'.Cap Sheet". 7. Deck: C-15/32 .Incline: 2 Insulation: One or more layers perlite: glass fiber, isocyanurate, urn thane, peilte /iso yanurate composite, pm: ite/urethane compdsiterphe- nolic 1.0 hi min ((rffset from plywood joints 6 in). Base Sheet One or more layers• Type G1, G2 or 03. Membrane: One or more layers "Ruberoid Torch" (Smooth• orGranule), "Ruberoid Torch Plus" ! (granule).. "Ruberoi4:Mop" (Smooth or•Granule) or "Riiberoid Mop Plus" (granule). „ NM : mapped: Cap Sheet " GAFGLAS Mineral Sur C B. • Deck C-15/32 • Insulation (Optional): • One or more - layers perlite; wool hoer glass fiber isocjanurate, urethane, perlite /isocyamrate composite; • perlite / urethane composite, wood :E� /isocyaiturat .composite, phenolic, any • thidatess.' • Base Sheet Two or more layers Type G2 or G3. Ply Street (Optional): On or more layers type 01. Membrane: Otte or More layers "Rtiberoid Torch "(Smooth or Granule), "R ,Torch.Plus" (granule), "Ruiberoid Mop" (Smooth or Granule) or "RutiaOid Mop Plus" (granule). Cap Sheep "GAFGLAS Mineral Surfaced Can Sheet ", hot mopped. Class B 1. Deck: C- 15/32 . • iscline: - 1/2 Insulation (Optional): One or more layers' perlite, wood fiber" glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic any thidkess. Ply Sheet Two or more layers Type GI " GAFGLAS Ply 4 ". or "GAF - GLAS Ply 6" . Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot 2. D eck: --1 5/32 Incline: 3-1/2 . Insulation (Optional) :. One or more layers petltte, wood •fiber; glass fiber, rsocyamtrate, urethane, petheetisocyamanae. composite, perlite/ urethane composite, wood hoer. /Isocyanmate composite, phenolic, any Base Sheet .1 vo or more layer Type Gl, G2 or G3. Mtnnbrantr One or more layers "RuberoidTorch" (Smooth or Granule), "Ruberoid Torch Plus" (grarnile), "Rtiberoid,Mop" (Smooth or Granule) or 'Ruleroid Map Plus" •(granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped Class C 1. Deck: 0-15/32 Incline 1/2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, petite/ isocyanurate composite, urethane composite, wood fiber /isocyanurate composite, phenolic, any tluiclotsss.: Ply Sheet Three or more layers Type 01 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". .o.,.,. .. ,,, ... a. •••• u,. , a.. aI PO. V ras V 1 V J 4.1111111110 . 1011 11.010 V I VS 1 1 Incline: G GGFG'LAST 4" y be OAIGI.AS LOOK FOR THE UL MARK ON'PRODDCT ROOF. COVERING:MATERIALS (TEVT) Roofing Systems (TG1tJ)— Continued Surfacing "Special' Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WflH HOT ROOFING COAL TAR • Class A - Deek C -15/32 Incline. 1/2 ' • Insulation (Optional): One or more layers perlite wood fiber,' glaa fibet'4socyanurate, urethane, perliteAisocgainuate co P Pte/ urethane composite, wood Sher /isoeyanurate sampo phenolic, any thicknees. .ply Sheet Three or more layers Type 01 "GAFGLtiAS Ply .4" or GAFGLAS Ply 6 ", hot mopped with coal tar bitumen: • Surfacing Gravel COMBINATION HOT AND COLD SYSTEMS Class A • Deck: NC 'Incline:'2 Insulation (Optional): One or more layers perlite, wood fiber'or glass .fiber, 2 hi. max PI Sheet: Three or more layers Type 01 " GAFGLAS Ply 4" or „ Ply 6 ". • Surfacing Grundy Industries "al MB Alinninuml Roof Coating" at 1-1/2 1 1 -1 so. ' C 2. Dodo ac hIeliae' 1 • Insulation (Optional): One or more; layers .perlite, wood ffikr, glass Sher, tao'tyatnuste,: (urethane, pertltelleocyetturate compoe> j Bite/ urethane composite, wood. ftber /isocfanurate composite, any s ddckie . ... . Ply Sheet Three or more layers Type 01 " GAFGLAS Pty' 4" al "GAFGLAS Ply 6". Stti'facing • "Weather Coat Emulsion" at 3 gal /sq. 3. Deck NC • Moline 1/2 Insulation: One or two layers " IsotherzEa R" ;.4 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt gl®'ss fiber mat system. 4;,-: •Doele NC ' • Indite: 2 • • Insulation {Optional): lsocyanurate, perlite, isocygntuate/ , : wood fiber and glass Ebe , •arty thickness. mechanically- ed. • 'Bea Sheet One ply Type l;,e,.>ta.,,cany or 61 GI os G2, 'Ply y S ee One or snore plies Type GI gr'GI,' . adhered with heat raring Sudadng: "GAF Premium Fibered Alumiiinmr Roof Coatiiig",•'1 - 1/2 gal /sq or "GAP Weather Coat Emulsion ", 3 gal /sq. `' ,' , • 5. Deck NC ' - Incline I Insolation (Optional): Perlite, glass Sher, polyisocyanusat wand fiber mechanically fastened, any,thiclatess. - ''SaselPly Sheet- One or more"plies Type GToitype G2,•hotm6pped in • Placa. • Coshing "Hbered'Aluminuat Roof Coating ".. • • 6 :' Declt NC" ` Incline 1 Insulation (Optional): Perlite, glass be polylsocYantuate, wood fib% mechanically fastened, any thickness. ' Base/Ply Sheet One 'or more plies Type 01 or Type GE fully adhered with either "Ruberoid Modified BitvatenAdhesive" or'Rubero2d.Modi fled Bitumen f(as)ting Cerium": : Coating: "Plbered Aluminum Roof Coating', 1 -1/2. gal /sq 7. Deck: C 15/32 Incline 1 • • • Base Sheet One or more plies Type G2..med+aniially fast d ' My Sheet Three or store plies Type G1,•]?tl t mopped in Coatings: 'Rlbei+ed Aluminum Roof coating "., 1 - 1/2 gaaltaq. Class B . - 1. Deleted ' 2. Deck C -15/32 dine 2 ' Insulation (Optional):' One or more liyerqeTlite . .wood fiber 'fiber, • isocyamuate, urethane; perlite /isocyanurate composite: urethane composite, wood Fber /isocyanurate composite, phenolic, of thickness. Ply Sheet Three or more layers Type G1• " G Ply 4" a "GAF.GL.AS ply 6 ", hot mopped. Serfacing: Grundy Industries "al MB Ah{miiium Roof Coating ", 1 -I/ gal/sq. . 3 Deelc NC Incline: 2 Insulation (Optional):: One or more layers perlite, wood fibee :fiber; isocyanurate, urethane, perlite /isocyanurat:e composite, urethane composite, wood fiber /isocyanurate composite; Omar" snf saalkli :. M T:1 COUNTY. FLORIDA ' I MEMO-DADE FLAMM BUILDING NUILDING CODS COMPLIANCS COME (B CCM 140 MET FLAW= STREET, SUITE UN 10 li PRODUCT CONTROL DIMO MIAM, FLOBEDA 331304. N (305) 3754901 FAX (305) 3754908 - 563 NOTICE OF ACCEPTANCE OA Gaunter's' Corporation 1361 Alpo Read Wayne, NJ 07410 This NOA is being issued varlet the applicable rube and rugulations.governing tle3 use of conatructi°9. materials.. • The documentation sabuitted has been reviewed by the BCCO and accepted by the Building Code and Product SCOPE: Reiiiew C.oumittee to be used in Miami Dade County and other aims where allowed by ihe Authority Having bnisdietion (AEU) This NOA shall not be valid after the expiration date statal below. The IVitansi County Product Contd. • . . , Division (fe Miami Dade County) and/Or the M (in areas odow than Mimi Dade Colony) reserve the right to have this product or matakal' tested for quality assurance purposes. if tide product or material fails to perform in the accepted manner, the metalfacturer will incur the expense of such testing and the AM may itnneediataly •revoke, mod*, or supend the use of such product or material within diairjudsdielion. BORA reserves the right to revoke this acceptance if it is detennined by bliami-Dele County Product Control Division that this product or material fails tot the w oken:ants of the :applicable building code. - This product is approved as descrroed herein, inal has been the Nigh Velocity 01111iO3110 Zone of the Florida Building Code. DESCIarnON: GAY Convent10W Bnilt-Up Roof LABELING: Each unit shall bear a permanent label with the r 11111110 or logo, city, state and following statement "himmiDade Cranny Product Control Approved!s unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fdcd and there has been no c h a n g e i n t h e a p p l i c a b l e b u i l d i n g c o d e n e g a t i v e l y a f f e c t i n g t h e p e r f o o m m e e of this indut. TERMINATION of this NOA will occur after the e xpiration date or if there has been a revision ea change in the thatesials, use, and/or unnelfacture of the product orprocass. lame of this NOA. as an endorsement of any product, for sales, ativedisb* or any other intrposes shall sartoioaticalbr tenninate this NOA. Failure to comply with any section of this NOA shall be cause for termination sod removal of NOA. ADVERTISEMENT: The .NOA number preceded by the words hennliDade County, fliorida and followed by the expiration date may be displayed in advettising literatur. if any pardon of the NOA is dis' played„ then it shall be done its entirety. INSPECTION: A copy dills ashy NOA shall be provided to the user by the menufnaurer or 'its distributors in and shall be available for inspeciion at the job site at the request of the Baal' g Official. This NOA. renews NOK #02-0408.0 told consist ipages 1 through 21. The submitted documentatm. was reviewed by Rank Ztdoaga, RRC . . ..,._ NOA Mu 030501.05 Esphmtlen Dater 11/04/08 ;......-.644.,-;:. ApOrgval Date:10/73W • --:.- . '.. "-' Pay 3 021 • ROOFS SYSTEM APPROVAL Roofing BUR Wood -75 psf See General Limitation #1 SAC OR LABS BY AgpucANr: TRADE NAMES OF PRODUCTS TABLE 1 Product Rlifigklikil L L D ( Product GAF Asphalt Primer (MatrixX� Prime') GAF Mineral Shieide Granules GAF W Emulsion vc Em ulsion) Mimed 305 GAF Prenitmi Alumimmi Fibet� Roof Coat g. SyMadam stem ofCaating Fred 301) GAF Jetblack All Weather Plasdc Cement ( TM Standard Wet/Dry Roof Cannot 204) RUBEROID® Modified B Cement Jetblack Premium Comm GxAIMAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex Pil 6 Rhaelkag 5, 55 gallons 60 lb. bags 5 gallons Test fillakalka A D41 ASTM D 1863 ASTM 1227 Asphalt concrete primer used to promote &bairn of asphalt hi roofing. Grandes for surfacing of exposed asphalt, cold P*OOQB° canoe °r cinulaina. GAP used for Shy flashing applications only. Sn face coating for rassooth surfaced mss. 1, 5 gamins ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 39.37' (1 meter) wide 3937 (1 meter) 3937 (1 raeter) wide ASTM D 3019 ASTM D 3409 Refined asphabt mineral stabiles and mss. permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer cement ASTM D 4586 Ar gil& flashing went AMID 4601 Asphak impregnated and coated glass mat base sue. and coated, ASTM D4601 � fiberglass glass felt with p 2178 T �g NOA Not App Page 2 of 21 Deck Type 1: Wood, Non-insulated Deck Descri ption: 1 % u or greater plywood as wood pink decks System 'Type E (1): Base sheet =chemically fastened. MI General and System Limitations shell apply. Base sheet GAMMAS #80 Ultiniam Base Sheet, STRATAVENTO Eliminator Perforated Nailable, RUBBROID Modified Base Sheet, RUBEROIDO 20, RUBEROID SBS Heat-Weld' Smooth or RUBEROID SBS Met-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAMMAS PJe Ply' 6, GAPGLAS #75 Base Sheet or any of above Base sheets attached to deck vath approver.firThringar nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12' o.c. in the field. (Maxissinn Design Pressure -45 in& See Gnwral Midis:Non #7) GAB:MASCO Ply 46, GAFGLASPlei Ply 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck ail& Ddll-Tec (GAFITIE) #12 'or #14 Screws and 3" Plates, 12" o.c. in 3 tows. One row is in the 2" side lap. The other rows are equally spaced 'sly 12" o.c. in the field of the sheet. (M,nda= Design sere psf, See Genesee' linsitailon #7) GAPGLAS Flex Plym 6, GAFGLAS #75 Base Sheet co any of above Base sheets attached to deck with approved :mintier ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" hp staggered and in two rovis 9" o.c. in the field. (Madingen Design harem -52.5 psi; See GeneraiLintilation 17) GAFGLAS #75 Base Sheet et any of above Base sheets attached to deck with Doll-Tec (GAFTITIB) #12 or #14 Screws and 3" Plates, 12" ac. in 4 rows. One row is in the 2" side lap. The other OMB. ate equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 At; See GenandLinfitation 0)) Any of above Base sheets attached to deck approved =law ring shank nails and 3" hivatedDrill-Tec (GAFTIT13) insadadon plates at a fastener spacing of . 9" am at the 4" lap staggered In two rows r in the field. (Maxim= Design Possum -60 psi, Sea General Limitation $7) GAFGLAS #75 Base Sheet or any of above Base sheets Wailed to deck with • Drill-Tec (GAFITIE) #12Or #14 Sanwa and 3" Pietas, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" 0.c. in the field Of the sheet. Gilasiounn Design Pressure -75 pgf, See Gesseralitheitation Ply Sheet pre lies of GAPGIASO PLY 46,STAFGLASIP PLY 6® ply sheet, #80 Ulthna, RUBEROID MOP Smooth or RTJBEROID 20 adhered in a fall mopping of approved asphalt appliedwitidn the EVT range and at a rate 20:- 40 Ms:Mg. Cap Sheet: (Optional) , sheet adhered in a full mopping' approved asphalt applied wail). the EVT range and at a rate of . 2640 Rai sq. •.- . NOA No: 03-0501.05 Egithaden Date: 11104 ifs Approval Date:WM/03 Page its ef21 Surfacing: (Required if no cap sheet is used) Install one of the following. 1. GAF•Special Roofing Bitumen with an application sate of 20 lbslsq with an application rate of 1.5 gal./sq.; or GAF WEATI3ER COAT® Emulsion (Matrix 305 Meted Emulsion) with an application rate of 3 galJsq.; or GAF Premium•Fibered Aluminum Roof Coating (Matixx System Pro Aluminum Roof Coating Fibered 301) with an apps rate of 1.5 galJsq. 2. Asphalt flood coat at an application sate of 60 lbslsq. t 20%; pins gravel or slag with an application rate of 400 Them. & 300 lbs sq., restively. 3. Top Coat Surface Seal SH (Matrix 602 SB Coating), Top Coat MB Plus (Matta 715 MB Coating), GAF WeatherC.ote or WeatleerCote LOW VOC applied at rate of 1 -1.5 galisq. Maximum Design • per; See Fastening Above a =, NOA Na: 03-0501.05 n Data: 11/04/68 • - Approval Data:1W2M3 :t .. Page 19 of21 • WOOD DECK SY LIMITATIONS: :=.,.':, - I. A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or _rt anchor sheet. 2. Minimum We' Dens Deck or Type X gypsum board is acceptable to be installed directly over the ... wood dock G-ItergRAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for the ratings of this product. 2. Insulation. may be installed in multiple layers. The first layer shall be attached in compliance whb Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rake of 2040 lbeisq., or mechanically attached using the fastening pattern of the top layer ® approved 3. All standard panel sines are acceptable for mechanical attachment. asphalt, panel size shall be 4' x 4' maxiamm. 4. An oveiay and/or recovery board insuladon panel is required on all applications over closed cell foam insulations when the base sheet is folly named. If no recovery board is used the base abut shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.;• or strip mopped 8" ribbons in three rows, one at each sidelap and one down the carter of the sheet allowing a continuous area of ventilation. g of the strips is not able. A 6" break shall be placed every 12' in each ribbon to allow cross vomtiladon. Asphalt applicad.on of either system shall be at a ainirmun rate of 121bsisq. Note: Spot attached systems shall be limited to a maxinntan design premise of -45 psi. 5. Fastener spacing for insulation attachment is based on a Mir mastic Force (F) value of 275 lit, as try in compliance with Testing Application Standard TAS 105. nix fastener value, as field - tested, are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base stmt er one attachment is based on a minima fastener resistance value in conjunction with the maxinmm design value listed within a specific system. Should the fastener resistance be less than that required, as deter by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Ammon Standards TAS 105 and calculations in compliance with Roofing Application Standied RAS 117. . Perimeter and corner areas shall comply with the enhanced uplift pressure requlrenaants of these areas. Fastener densities shall be increased for both insulation and base sheet as c elcu1ate i in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred Within this NOA, General Limitation #9 will not be ) 8. All attachment and sizing of perimeter milers, metal profile, and/or gashing termination designs shall confatun with Roofing Application Standard RAS 111 and applicable wind load recptirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (Le. perimeters, .ems comets and corners). (When this limitation is spedfcally referred within this NOA, General Lbnitatdon #7 will not - _ be applicable.) • 10. All products .listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. - FM OF THIS ACCEPTANCE NOA Na: O3- $01.05 ^ : Approvsal Detei . - . Page= 1021- BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �J U . 4'4 022f5 Permit No. Mai 12 Master Permit No. Permit Type (circle): Bu m Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titlehold r)) /\L 50+6 Phone # (3' 3' s' 7°Z J 5 Owner' Address 4 NE los 4k S;tre ' City ri kx.,a,a, -Sk State FL- Zip 33131 Tenant/Lessee Name NIA Phone # Job Address (where the work is being done) G o4 ,Jr l os-- f`� 4, City I Miami Shores Village County Miami -Dade Zip 33 Is Building Historically Designated YES NO Contractor's Company Name iNek.. ",-- kvelept 4 Contract° 's A ek 1..) alt. l Zip 33 Qualifier °kf5T—j—V': h IlAct (L 1 r'vet Total Fee Now Due $ O� (Continued on opposite side) Ccr Phone # q91 ?2- Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: Addition ❑Alteration [New ❑ Repair/Replace ❑ Demolition Describe Work: ,65 Permit Fee $ CCF $ Submittal Fee $ 35 — CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ F'- Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ .5" MAR 14 PAID Bonding Company's Name (if applicable) Bonding Company's Address ti)1 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 poste # at the job site for the first inspection which occurs , en (7) days after the building permit is issued 4i the abs ce of ch p e,# notice, the inspection will not be approved an ' j' inspection fee will be charged day o NOT Si Print: Signature Signature Owner or Agent The foregoing in ent was acknowledged before a this 2 who has produced on and who did take an oath. • ',SI ,,....,,,...t_.„,„artv::..e-, / j et ____ My Commission Expires: . * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 The foregoing day RHONDA P FREDERICK Comm# D00337010 I Si Expires 7/21/2008 Banded thn, :.,6 , 32.4254 P Florida Notary Assn., Inc -- 'f ?/d- Win - 8 2 Contractor ent was acknowledged Ydged before me 's � 201 by r j 1,1 r who has produced as ; dentificati A. who di, "f My Commission Expires: Engineer Zoning an oath. HONDA P FREDERICK wum. Comm# 000337010 7/21/2008 H o Bonded tbru(800)432. ry Assn.. Inc ******************** ** * * * * * ** 7 * * * * * * * *. * * * ** * * * * * * ** ** ** * * * ***> ***********> k****** ** * * * * ** * *** * ******* * *** * * *> * ** **** ***** * ** * * * * * * * *** ** * * **** ** ** * *,> ** * ** * *** ** Plans Examiner FOR: PRESTIGE BUILDERS CORP. PHONE: (305) 821- 5498 FAX: (305) 826- 8856 15958 N.W. 82ND PLACE MIAMI LAKES, FL, 33016 JOB: STEEL STAIR AND HANDRAIL 609 N.E. 105 STREET RESIDENT c MILTON CUBAS, P. E., INC. CONSULTANT ENGINEER PE # 51902 1302 NE 125 ST MIAMI, FLORIDA 33161 PHONE: (305) 891 -4174 FAX (305) 891 -4175 E MAIL: mcubas99 @covad.net 1 SHEET: OF: 1 2 SEE DETAIL A L 2 "X2 "Xg" 4 1 "X12"X12" STEEL PLATE W /(4) HVA - HAS - E + HVU BY HILTI 3/8 "0 X 4" MIN.EMB. 1/2" GYPBD BY OTHER EXIST. SLAB A 1/8" Q I� IIIIIIIIIIIIIIIIIII 0 10' -0" IIIIIIIIIIII1 111111II FLOOR PLAN WALL MOUNTED SUPPORT @ 48° O/C MAX W /(1) DYNABOLT SLEEVE ANCHOR BY R.H. 8" f X 2° MIN. EMB. RAILING PIPE °0 SCH 40 EXIST. BUILDING SCALE: 1/4"=1' ELEV. +10-6 1/2" F.F. ELEV. 0'-00" F.F.ELEV. EXIST T.B. EXIST WALL 4'-6 1/2" SECTION A -A marsha11 [ IGH!'t aid associates architects /planners a ACCEPTED AS SUBMITTED ACCEPTED ' S NOTED ❑ NOT AC. _1ED- RESUBMIT 1 ACCEPTANCE BY THE ARCHITECT IS FOR CONFORMAN( E WITH THE DESIGN CONCEPT ONLY. CONTRACTORS A::_ RESPONSIBLE FOR ALL QUANTITIES, DIMENSIONS, AI :3 OTHER REQUIREMENTS SET FORTH BY THE CONTRAT DOCUMENTS. 6' -5" MC 12X10.6 SCALE: N.T.S. 0) cc ce w 0) 3' -0 "--- DETAIL B -B RAILING PIPE 1 1/4 "0 SCH 40 SCALE: N.T.S. T-4" 4 1/2 "X 12 "X1/2" STEEL PLATE W /(4) HVA- HAS - E + HVU BY HILTI 3/8"0 X 4" MIN. EMB. PIPED1R1/4" STEEL 40 (1 1/2" O.D.) X1/8 " W /(2) KV1/IK BO BY HILTI IV X 2 ab FOR: PRESTIGE BUILDERS CORP. JOB: MILTON CUBAS, P. E., INC. PHONE: (305 821- 5498 STEEL STAIR AND HANDRAIL CONSULTANT ENGINEER PE # 51902 SHEET: 2 FAX: (305) 826- 8856 609 N.E. 105 STREET 1302 NE 125 ST MIAMI, FLORIDA 33161 15958 N.W. 82ND PLACE RESIDENTIAL PHONE: (305) 891 -4174 FAX (305) 891 -4175 OF: 2 MIAMI LAKES, FL, 33016 E MAIL: mcubas99 @covad.net GENERAL NOTES: ALL 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 CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. DESIGN LOADS FOR RAILING: THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING SUPERIMPOSED LOADS. F.B.C. 1608.2.1.1 CONCETRATED LOAD OF 200 LB APPLIED AT ANY POINT AN IN ANY DIRECTION. F.B.C. 1608.2.1.2 LOAD 50 PLF APPLIED IN ANY DIRECTION F.B.C. 1608.2.2.1 CONCETRATED LOAD OF 200 LB APPLIED AT ANY POINT AND IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL. F.B.C. 1608.2.2.2 LOAD OF 50 PLF APPLIED HORIZONTALLY AT THE REQUIRED GUARDRAIL HEIGHT AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL. F.B.0 1608.2.2.3 CONCETRATED LOAD OF 200 LB HORIZONTALLY APPLIED ON A 1 SQ FT AREA AT ANY POINT IN THE SYSTEM INCLUIDING INTERMEDIATE RAILS OR OTHERS ELEMENTS SERVING THIS PURPOSE. DESIGN LOADS FOR STAIR: STAIRS AND EXITWAYS LL = 100.00 PSF STAIRS TREADS CONCENTRATED LOAD LL = 300.00 # AT CENTER OF THE TREAD DETAIL TREADS SCALE N.T.S 11" STRUCTURAL NOTES P L 43"X11 "X14 GA co STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC -ASD, 9TH EDITION, 1995. ALL STEEL PLATE, ANGLES, CHANNELS, I BEAMS TO BE ASTM A36. ALL TUBING TO BE NOMINAL DIAMETER, ASTM A501 OR APPROVAL EQUAL, Fy= 36Ksi. ALL STRUCTURAL TUBING TO BE ASTM A500 GRADE B OR APPROVAL EQUAL, Fy= 46Ksi. ALL HIGH STRENGHT BOLT TO BE ASTM A -325. ALL ANCHOR BOLTS SHALL BE KWIK BOLT II BY HILT!, NOA 98.0901.13, WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF- THE -NUT METHOD. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING (SMAW) SHALL USE E60XX LOW - HYDROGEN ELECTRODES. ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH -UP COATS OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS. SEE DETAIL C 1/2" GYPBD BY OTHE 48" SECTION B -B 36" MIN. GREAT 4 GA SCALE: N.T.S. SEE DETAIL B 1/2" GYPBD BY OTHER WOOD 2" X 4 "BY OTHER MC 12X10.6 HANDRAIL STEEL PIPE 1 1/4" 0 SCH 40 (1 1/2 °) LAG BOLT X 2° MIN EMB @ 48° O/C MAX. NUT LINE OF FINISH WALL GROUT CONC. BLOCK CELL (1) DYNABOLT SLEEVE ANCHOR BY R.H.3 /8" 0 x 2° MIN. EMB.@ 48° O/C MAX. 1/8" PLATE , 2" DIA. 3/4 "1 1/2" 2" DETAIL B HANDRAIL SUPPORT ON WOOD LINE OF FINISH WALL DRAIL STEEL PIP 1 1/4 "0SCH40(1 1/2 ") TOP VIEW DETAIL HANDRAIL SCALE N.T.S 2" 1 1/2" 3/4" it ` -J SCREW SLOT \ 1� , r � ♦ F DETAIL C WALLMOUNTED HANDRAIL SUPPORT 1/2" GYPBD BY OTHER 2" X 4" BY OTHER SCALE N.T.S HANDRAIL STEE ,' PIPE 1 1 /4 "0SCH4 (1 1/2 ") SCALE N.T.S UT APPROVED ZONING iSFRUCTURAL ELECTRICAL r 'IAMI SH3R S VILLAGE BY DATE .,UJECT TO OMPLIAN,E WITH ALL rEDERAL, STATE AND COUNTY RULES AND REGULATIONS. C MILTON CUBAS, F.E., INC. CONSULTING ENGINEER Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305- 891 -4175 E -mail: mcubas99 @worldnet.att.net Project: gTS L. ST1:4i g 5T6S1. COMM 044IAt- RAFLiN G Subject: p laosTr G ouri.oes4s. cost P. Address: 609 Ne 105T1' S 1444 51toeir* , pL Job No: Date: o2.- 2k -a5 Sheet No. of sheets Design by: Design: Inspection: Investigation: Reports: �MEsaescrAuxaer:UMMIWI- nrI,MUMMOwIMM! immasememmumminummimmommummommumamm - IIflhID hI I n h IIuIIIII I III IIII IIOhI u hI III ■ INIMOMMEMINMEMOMMINIMMEMMIMEMMAImmIMMMEMINIW iii. IIUIIIIIiiii1I iuii�� m n IIIMMEMMUMWMFEMMMAIMMEIMMIMMIREEMMEMEMEMMEMMII MMEMPEMEMEMMEMMMUMMIMENMMMESZTAMMMUMMEMO 10 6 iii M ��.o�Qi� _ ' � i,�on MILTON CUBAS, P.E., INC. CONSULTING ENGINEER Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305 - 891 -4174 • Fax: 305 - 891 -4175 E -mail: mcubas99 @worldnet.att.net Project: 51 L 51 g STOOL C©Mr LC RA (LTN G Subject: PiarosTTG M 00425 cort P• Ad res : GO Ne 105Th Sr. 14tk144 51t0e I L. Jo No: Date: 02.- 21.05 Sheet No. of sheets Design by: sue. Design: Inspection: Investigation: Reports: FF111MMO F IMP OTAFMF #FAFFFFFFFFFFFFFFFFFFFFFF 11 1 111111111111111 1111111111111111111111111 iiii� MEM-1111MM5M∎ ■ IIMMMEOMMOMMININIMMIMMEMMEMMEMOMMIMMWWVAMMN FFFFFFFRFFFFFFFFFFFFFFFFFFFFFO !�IMMWM �ir�tcv �FF mmemmommumnimummummummummamaimme minummismmommummumatimmmommammomm si 1111111 =11111111111111111111S11111111111 mmumme1,[!eiL'il umme_m m'FFI��u�Llii��IriY�,mammmum ■ ■FFfi.F 111111 / 1111 11111111111111111111111111111111 FFFwFFFFEOMMI A■FFFMFFIFMFFFFFFFVFFFFFFMOF FINIIi1MINwMFill: ©F[LMUN)FI!lFMMCF mums ■FFFFSFummu ■FFFFFFiammoFFFFFFF ■FFFFF :'.::11 U 11111 1 MMEMMIRMIMMOMMOMMMMOMMOMONNEMOMEMMREMCIMMI 11111111 11111111111111111211111111111111411111111111 FME:MEMNINIMMO MINA FFIFFFFFFFrFFSMWEAM iIMM FFFiiumFi`ii mmumomiiiiu'fFFFeFmimmomm mFF m FSFFFFFOFFFrFFFFFFEMMO .MMFMFINIMME OMMIIFiFFF ■MAINIFOFFFFMFFF■FFF■Ffi dW o MMEMITIMMIAFFFFF■ ■■MMUM ! HMO NIOMMOMMEMMOMMEMMEM■OMMOMMINIMEM HflIflhiIIIflhIIIIIIohiiuiiiiupiiiniin MININIMMINIMMIMMEMMOMMINEMINMIAMEMOMMEMIMMINE C r. MILTON CUBAS, P.E., INC. CONSULTING ENGINEER Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305- 891 -4175 E -mail: mcubas99 @worldnet.att.net Project: S,Tag L 51 i2. 1S S'rBSL cOMMai-c rt.JN G Subject: PRrosTrG o • 00 fL0aes cor. Ad res : Oi ma 105T1+ sr. 144044 5 tioeES , rt.. Jo No: Date: p2 -2� -05 Sheet No. '/1 of sheets Design by: ate, Design: Inspection: Investigation: Reports: MIMM for O �� L e�� :E a� O �"' Immigrommommommommmummommommommansrm immossmummemmarmomunamErrnmemmagimummeme immanammummommumummammummarommr MINIERNMOREMEMNMEmmaimmomMOMEMMENIMMINIONIMMEM mmummumumminammaimmummummummummul EMMHWEMEEMSNMMMUUMMEMUMWARIMMUMMEMMINIMEMM IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11IIIIIIIIIIHIIIIIIIIIIIIIIIIHIIIIIHII MILTON CUBAS, P.E., INC. CONSULTING ENGINEER Milton Cubas 1302`N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305 - 891 -4174 • Fax: 305 - 891 -4175 E -mail: mcubas99 @worldnet.att.net Project: 5r at srAl ►2 g Srool. cowl 4 L1 RA r1.IN Subject: PlarosTrGE vfL O0 - 025 colt P. Address: 60°1 NE (05Th Sr. 1 5 fto2ES 1 pL Job No: Date: oz - 2k -a5 Sheet No. of sheets Design by: <7'M. Design: Inspection: Investigation: Reports: rrrrr��rr�rr .0 1!!: Ii11111111111ii111111111111111��1� IIIPiuI!!uiiIIHhIIuIflhIIiiuIIuIii::: HhII1HiflHHflHuIIIuIuuuIIuIIIriiiipi ■1 ■1 111 ■��G7CP..►: ■�!��l�l�Z'!'�7f�if []iii ■11 ■ ■fl��""' ' !'� ■■ 1 l IENI 1 NF!l MIPPINIMA!M!NI\lllllllIJ ■ ■111111■t ■ ■11111111E■Ei �Il��i��llillllilllilllllllllllllilllll ■ i7 G �.■ iiiiME:2514n11N1111E 'aILAZIEMl1EM\ZIN■Pir ■NIil11 111111111MMIMM = 111111 iir 111YlIW■ ri111rirrii11ii111rf /i11Yli111■III11111■ ■ ■■ 11■■111■■mire■Mre■ uII3��g�r�r�u� ■�� ■� ■ ■�■■�i�■�■ ■ ■■ MILTON CUBAS, P.E., INC. CONSULTING ENGINEER Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305- 891 -4175 E -mail: mcubas99 @worldnet.att.net Project: 5TEg L 51 & S1 1_ co►-iMo (AILI N G Subject: PRoSTfG • DOM 016425 coil P. Address: 60 NE 105Th sr 144144 5 fto2ES 1 L. Job No: Date: 0 2- 4-05 Sheet No. of sheets Design by: sue. Design: Inspection: Investigation: Reports: IMOMMUMMONFERIMMEMINOMMEMNOUTSOMMEMIMMEMOM � w Exmammumunim i r _ immummommommaimmommmalimmweimmimmenimetra immumminnimmlummummummummommmum 11111111118282:22111111111111111111 IIUiIIH r-. 1111111111/11111111111111111111111111111111 mormiummmonsmommumummomminimmummum MILTON CUBAS, P.E., INC. CONSULTING ENGINEER Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305- 891 -4175 E -mail: mcubas99 @worldnet.att.net Project: 61L . 5TA1 s2. 5TatsL COMM elect Ai- RAMi N G Subject: PRssTTG n ova. 0Et2s tort P. Address: O NE (05Th Sr. 146*4 5 Vto4S rL Job No: Date: 04 -2k =05 Sheet No. 6 4 3 of sheets Design by: Design: Inspection: Investigation: Reports: ■11111111■ 1111I1iilf iaillikZrI►3�E: Nr/1:�� II �I�O�l� �■ I MIME I ■l IIVIlt ' ,� ' iii !'11�I_M EH Emu �� m■msaneu ■nmen mi■wonl renrszarsnuf mslai $ 11 ih x r ,. 6, ��t Milton Cubas, PE Milton Cubas, P.E., Inc. 2.68 in 1 I 1.38 in 6.05 in Basic Geometric Properties 11 29.8 inA4 Height 8.73 in i7 Ip 34.3 inA4 Ix 8.31 in/4 PNA -X 1.35 in N 3.99 in di Perimeter 39.5 in !Q ShapeBuilder 3.0 STEEL TREAD X 14 GA 7.18 in 11 in ntroid X in INIJ Tit T24 y Right x Bottom 1.37 inA3 Theta CG 81 inA3 fj 7.44 in =f . S 8.73 in �Il ih ii. C r. MILTON CUBAS, P.E., INC. CONSULTING ENGINEER Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305- 891 -4175 E -mail: mcubas99 @worldnet.att.net Project: 5:rag L . Sral g smog. CDMMoe.Go RAILIN Subject: pRovrreas $O IL 064S colt P. Address: 60 N E 105Th Sr. 14tkNn 5 KiDeE5 rL Job No: Date: 02.-24 -O5 Sheet No. g/t 3 of sheets Design by: Design: Inspection: Investigation: Reports: MINIErW 00 �M o� 1111111111 11111111111111111111111111111111 MOMMEMOUMMOVMEMEMMINIMMOMMMILWIAMENNIMPWINEM i ■ 1111111111111110111110111111111111111111 r nr i�n Ga s MUMMIUMMEMPOOMMEMMIMMEINIMMEMIMMEMOMMINIMEM IIIIIIIIhhiiiHhiiiHhIIOhIUhIflIflhiiiI MOMMMUMNIMUGEDMMENEMNIMMWENEUROMMMIMMWMEMM MEMMEMMINIMMINIMMINIMMUMMINIMONFAMONIMINNIMINIM MMEMMOMMOMMINIMMEMMINIUMMINIMMEMINIMMINIMMOMEMM INIMMEMMMAMMOMERVIMIROMMITIMMPIIMMIMEMMIMMEM HI HhI Ipu II u iiuu u I uuIHHIHIHIfl IHuH p � mmre� �caar� mula . n isi MOIMMENEMMNOMMUMEMDMEAMMEAMMERPOMMUMMINIM mmignimmumEMEMINIMMOMMMOMMEMOMMI C MILTON CUBAS, P.E., INC. CONSULTING ENGINEER Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305-891-4174 • Fax: 305-891-4175 E -mail: mcubas99 @worldnet.att.net • Project: 51 L 5TM vroisL CD}1tr(ataI RA r" G Subject: PRrosTIGS • eK)11.. 0 Eies cog. P. Address: 6 O ME. 105T" S 14470-‘1 5 %toQ.&s , qtr Job No: Date: 02.- 21 -a5 Sheet No. % of sheets Design by: Design: Inspection: Investigation: Reports: - ourammmgnwts - dorwun;r:%:.mim ■■ TEM worminumwm A - Iligi- immisareiniumll e1111111. ■■■ 11111111/151/M111 . 111111111111111 • OMNI -- I r III _■ ■ ■■11■■ • ••• • I. MIN ■MUM= MAIM ■ • -n a■■a2■ ■ ■■■rm ;r L■ri: ■a■i I : .■ ■■■Ea!!uri■■■ ■■■ i■■il� • ■■■imi■�■■■■ 111111111111111111111111111MMIMMINIEMPIM ■I■P�■■■ • 11111 �i� IiIii —i�■r •iii�■�Kili� 111 • mum .1 11/ :1 1■ I ii IOti • •■III •1111 • ■■I ■■nr■■m • ■■II■�II a ■_9s_v .r3a I I �iiit�fill• 1 !I mainarigimad ■•aril■■• ■■■ ■ ■■■■■ ■ r■ ■ ■� ■■ MOM= _.. _ z - _ur ■ Oi 1 25 �_��---l�r_ � �� Lam.,_.- a�ZEL1'_ - 110■11■ ■ ■� 11411 ■11111■ r - - A. �• ; h ■■■■�� ■ ■ • MILTON CUBAS, P.E., INC. CONSULTING ENGINEER Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305- 891 -4175 E -mail: mcubas99 @worldnet.att.net Project: STar 1 5rai 12 $ ST601,- Cot meleLiAi- (LA f LiNG Subject: PRrosTfG0 • Sv rt. D E2s tort P. Ad ress: 601 NE 105Th sr. )4t 141 5 140e.ES , rL Job No: Date: o2. - 2k - O5 Sheet No. ( of sheets Design by: Design: Inspection: Investigation: Reports: flhIflIIai ii m■ ■mmumems ■mimamsoa■ ■nmmu■ ■mumw u um■ IMMO MUMMUMEMIUMUMMINIMMIMMEMniummilmilENNMEMM MOMMEMMUMMEMMOMMINIMMEIMMESIMINImmummaMME 11111111111111111 1111111111111111111111/111 iiiiiiiliiiIflhIIIIflIflh1jiIIIU!!I!! MMINIMMOMMMONMEMMINIMMIIMMEIMMINIMMUMNIMMOMMM MMEMMOMMININNOMMINIMMOMMOMNIMMEMMEMOMMEM t ■mTJIGgMUM:iMl! ■ML7OM■■ ■111 ■ ■ ■ ■11 ■t■ ■ 1111111111111111 11111111111111110111111111 MINIMMEMIRMIMMINMEMEMEMOMUMENWREMMUMMEENIMM INIMMEMMEMIMMINIMMEMOMMEMENREMEMERIMMORIPME ■■ MO■ NM■ t■■ t■■ M t ■ ■ ■t1 ■t ■�IIi�il��li/r�IEM�i�lY■ N■■■ MiMMERSZJEAM7EM■ ■t ■ ■t ■ERN■1t ■ ■UM■N■ MMINIMESIMEMMEMIUMEMMMEMEMAMEMOMMEMEM � ■ ■�■ ■■•••_ 111111 111 ■�<�1� ■ ��o�� i ii ■1 1■ ■1 ■1 ■ ■■ � 111■ mumiia■ iiiinIlmLamNGimO `OriiiWl■mm",� immummummummaimmummummu ■t iii�I�WO■M� Milton Cubas, PE Milton Cubas, P.E., Inc. 0.89 in 0.70 in ®g ShapeBuilder 3.0 STEEL ANGLE 2 "x2 "x3/8" 1.41 in 1,41 in II 13 1.45 In ^3 .95 InA4 .20 In ^4 .1 Ale .79 In 2.83 in 0,40 in Summary 1.59 in ntroid X 1.28 InA3 . i. _3: ,,I in! ?raNcre .... .x..,, e..,!,. aa .. ; .::. x9 'a; ��' : R.p Fi: K I'n , Customer No.: PRESTIGE BUILDERS CORP. 15958 NW 82nd PLACE MIAMI LAKES, FL. 33016 Phone: (305) 821 -5498 Resp.: JM Anchor fastening design Location: STEEL STAIR & RAILING 609 NE 105 ST MIAMI SHORES, FL Anchoring plate: (x=4.31 in iy =6.75 in s1 =2.31 in s2 =2.25 in c2 =2.25 in c4 =7.50 in Anchor Anchor in slotted hole Shear Load: Vy= -1597 Lbf Page: 1 of 2 Quotation: Project: List No.: Date: Project name: STEEL STAIR TOP SUPPORT ( 4 ) 14 V4 - / - -S F - - Hvv fiy .j I ( ,»1 /4 �J � 8. 8 Hllti AG FL -9494 Schaan HAP v3.3b Anchor fastening design for HVA -HAS -E + HVU -3/8 As per Hilti USA method Positioning Loads Concrete Compressive strength: 3000 PSI Thickness of base material: 8.00 in Use , Anchor 1 2 3 4 N [Lbf] 0 0 0 0 V [Lbf] 0 0 0 0 V [Lbf] -399 -399 -399 -399 V [Lbf] 399 399 399 399 Res [Lbf] 399 399 399 399 a 90 90 90 90 fR,, 1.00 1.00 1.00 1.00 fRV 0.70 0.92 0.92 • 0.70 f 1.00 1.00 1.00 1.00 fAV 0.56 0.56 6.56 0.56 N [Lbf] 2340 2340 2340 2340 V [Lbf] 1047 1384 1384 1047 I N - 0.00 0.00 - Iv 0.38 0,29 0.29 0.38 I 0.20 0.13 0.13 0.20 h [in] 31/2 31/2 31/2 31/2 lolll.TI HIItl AG FL -9494 Schaan HAP v3.3b Customer No.: PRESTIGE BUILDERS CORP. 15958 NW 82nd PLACE MIAMI LAKES, FL. 33016 Phone: (305) 821 -5498 Resp.: JM Results for HVA -HAS -E + HVU -3/8 Anchor fastening design Location: STEEL STAIR & RAILING 609 NE 105 ST MIAMI SHORES, FL Page: 2 of 2 Quotation: Project List No.: Date: Project name: STEEL STAIR TOP SUPPORT 3 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO,6 QO 4 1 2 2 ) TAX FOLIO NO/F.02,23J —v /Z ,a o (p,' 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 of property and street/address: 0, If) E. /o 2. Description of improvement: il) Ed-eif 3. Owner(s) name and address: AA, O F'- Ir 4. Contractor's name and address: eS L 7 Interest in property: Name and address of fee simple titleholder: 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. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Noti differ -nt date is specifi Signature of Owner Print Owner's Name of Commencement: (the expiration date is 1 year from the date of recording unli ss. 03 - - 05 Ai.Fk a 377 Sworn to and subsc 'bed before me . , day of Notary Publi < ' _ , , . 7JL i /� i/fL Print Notary's Name r . 9i ATM My commission expires: 123.01 -52 PAGE 4 8/02 ok �e3 J,3 '%.7 HYMN ....«.........81111 GO��t� OF O is a �'\ P�� y G�RttFY ° Oat Os ' `eon ' S0 1' co ol G °o , � • oy NE RO at d 0 00 319°31. t(��' ;t eau on0��' a�� 121111101101111011111111111 CFN 2005R0 1.7170F; OR Bk 23103 Ps 40050 (1ps) RECORDED 02/22/2005 �� 5 15: n 6 HARVEY RUV'IN? CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE Prepared by WA. l -1?.., 5 11i,, - i •I`{117 ' - 7 • •t 0I' .• ,20 _c_fi‘' Address: 2m2 (..eo 5 e. ) 3 SPA MINIMUM PITCH TOP CHORD LATEI IAL BRACE SPACING(LB5) TOP CHORD DIAGONAL SPACING [# trusses] BRACE (DB5) SP/DF SPF/HF 12 , , t .e.4 3/12 8' 17 _Lip bye 24L-212' 3/12 7' 10 6 (5v6 42' - 54' aye ' 54' 3/12 6' 6 6' See a registered professiona engineer D(in) D/50 Dth) 12" 1/4" 1' 8.3' 1/2 2' .24" 36" 3/4' 3' 48" 1" 4' 60" 1-1/4" 5' 1-1/2" 6' _72" 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' L(in) L/200 L(f1) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' OF HF - I ent-Fir .11.11411MID. ouglas Fir-Larch lop '.'id' th.,14fC hdonlly braced can bnchla n and C4ti itt COHVOU 11 Ihuro it lo diago. n.d Diational I'Acing hould b. Il4d to thckindarida ot the 101) oho' d whin purlinc ara all to t topuidu of the top ,hod. L mq1\10 TRUSS ffl ement PLUMB Truss Depth 0(in) Diagonal brace also required on end verticals. +1.01.1•1141M•••=. Lesser of D/50 or 2" ± ■••••■••■■■••■■•••■• SP - Southern Pine SPF - Spruce-Pine-Fir ' Plumh Line WARNING; Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. INSTALLATION TOLERANCES 1 OUT-OF-PLUMB INSTALLATION TOLERANCES. WARNING: D' not cut trusses. •■■■••.••■■■■••••111 1 1 r L(in) ,, ......... .......................................... 12 'N 3 or greater / /Z Length L(in) .... ... ol X // •/ f. -iNs t : „..., , N . ...„ . N. N . ,... ... ''. N. . .... *., •-. , N,, N • ",.. '.. (.\ t _ / _• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required „ 10' or Greater Attachment Required f Lesser of I.1200 or 2" BOW .. ......... L(in) — Lesser o L/200 or L(In) L/200 L(I1) 3.11 200" j 1" 15.7' 250" 1-1/4" 200' 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. 1 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: MC2004 -172 Printed: 11/30/2004 Applicant: ALBERTO SOTO Owner: SOTO ALBERTO JOB ADDRESS: 609 NE 105 ST Contractor CITY WIDE MECHANICAL SERVICE Contractor's Address: 2950 N 28 TER Local Phone: 305 - 796 - 0913 Parcel # 1122310120060 Mechanical Permit Legal Description: GOLF VIEW EST CORR PLAT PB 41 -58 LOT 7 LOT SIZE IRREGULAR OR Fees: FEE2004 -11912 FEE2004 -11913 FEE2004 -11914 FEE2004 -11915 FEE2004 -11916 FEE2004 -11917 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $285.00 $2.40 $0.80 $7.13 $3.00 ($50.00) $248.33 Total Fees: $248.33 Total Receipts: $0.00 '01J Permit Status: APPROVED Permit Expiration: 3/6/2005 Construction Value: $3,500.00 Work: HVAC FOR NEW ADDITION Page 1 of 1 DEC 0 6 PAID Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address I 6 0 City s as.r6 State City Qualifier $ Value of Work For this Permit ) Type of Work: Addition Describe Work: (Continued on opposite side) Total Fee Now Due $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Tenant/Lessee Name Alb-e* 0, 34' c. 16s F L , Permit N v Zip 3i / tr Phone it � Q9 OE lases Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO -1 Contractor's Company Name C �✓�I 0 Phone # 9 S L I j qa.5-p-60 Contractor's Address et s5c3 N L—' _Zip Le State Certificate or Registration No. nSC C ` VA Certificate of Competency No. Architect/Engineer's Name (if applicable) b J rieNclui Phon # 5 Square Footage Of Work: ❑Alteration to ❑New ❑ Repair/Replace J V AC k Code Enforcement $ Structural Plan Review. $ ECIEDVED SP —7 4NN Master Permit No. Q P 0 9— ec } a � mc Roofing Phone # �� v 3 — / a 33isr Zoning Bond $ ®� Submittal Fee $ + Permit Fee $ CCF $ '" CO Notary $ Training/Education Fee $ 0 • 0 Technology Fee $ Scanning $ J Radon $ "�I 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 FT FCTRICAL 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 'f 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 cmmencement must be posted at the job site for the first inspection which occurs seve ) days after the building permit is issu In r` absence of suh posted notice, the inspection wi_ not be approved and a rel ..ection fee will be charged. Owner or Arent The foregoing ent was ackn before me this day of . 200 by Ili/kW) creffs) who NO Si Print: Cho 05/13/03 As identification and who did take an oath. or who has produced Signatur RHONDA.; FREDERICK Contractor The foregoing instrument was acknowledged before me this 20d NOTARY Cornell D00331 AM as identification and who did take an oath. RHONDA P. FREDERICf( " .0ry "�+ Camp DD033T • 0141:‘ e /2008 �, Bonded tluu (800)4 c Battled hu (80032 = M,,, � Nor As sn., I nc `• °i0. � , Co mmission Expires: 8c My Commission Expires: � �� ,�� ,�� 4� . xp �WUx.quaua� ****#******************** * * * * * * # * * *** **+k********************** ********* *� k************* **************#******* APPLICATION APPROVED BY: L d �6/ Plans Examiner G Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL ECHA ITEM BATH TUB BIDET BISHWASHER UNIT 'FEE ITEM SWITCH OUTLETS LIGHT OUTLETS RECEPTACLES UNIT FEE ITEM SPACE HEATERS CENTRAL HEATING A/C (WIND) UNIT FEE DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN GREASE TRAP INTERCEPTOR • SERVICE TEMPORARY SERVICE SIZE IN AMPS SERVICE•REPAIR/METER CHANGE APPLIANCE OUTLETS RANGE TOP A/C (CENTRAL) 3 -t DUCT WORK S" 4. ° REFRIGERATION PROCESS AND PRESS PIPING UNDERGROUND TANKS L LAVATORY LAUNDRY TRAY CLOTHES WASHER SHOWER OVEN WATER HEATER ,MOTORS 0— 1 HP MOTORS QVER 1— 3 HP ABOVE GROUND TANKS U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS SfNK POT /3 COMP. SINK, RESIDENCE SINK, SLOP TEMPORARY WATER CLOSET URINAL WATER CLOSET MOTORS OVER 3- 5 HP MOTORS OVER 5— 8 HP MOTORS OVER 8— 10 HP MOTORS OVER 10— 25 HP MOTORS OVER 25-100 HP MOTORS OVER 100 HP : MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES ELEVATORS/ESCALATORS FIRE SPRINKLER SYSTEMS COOLING TOWERS VIOLATION INDIRECT WASTES -' A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS • ►� A/C UNIT STRIP HEATER „• FIRE SPRINKLER GENERATORS TRANSFORMERS 3 HEATER —NEW INST. GENERATORS TRANSFORMERS X HEATER— REPLACE GENERATORS TRANSFERS . LAWN SPRINKLER —WELL SPECIAL P1. RPOSE �� ° 10ry SWUM POOL OUTLETS COAERCIAL SIGN TUBES a i NM WATER SERVICE .SEWER CONNECTIONS : S I GN• TRANSFU?MERS r < UTILITY —SEWER SIGN TIME CLOCK 1 Sill j; UTILITY —WATER F I XTLERES SEPTIC TANK ANTENNA • RELAY TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL • AREA DRAIN ' . ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE • METER.SET (GAS) • GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL ECHA 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. c_Jepti-17c)._ PERMIT APPLICA I "r ► Master Permit No. 3e 0 ` iaar FBC 2001 Owner's dOress City t ' ltos"h Tenant/Lessee Name Type of Work: Describe Work: Miami Shores Village Building Department Permit Type (circle): • Buildi g - - Owner's Name (Fee Simple�'itlehoolder (4140 q State VA1 Total Fee Now Due $ (Continued on opposite side) I6 Contractor's Company Name C i LikA., Plumbing Zip Phone # Phone # 33kie Job Address (where the work is being done) v L I C)r" City Miami Shores Village County Miami -Dade Zip 33d Is Building Historically Designated YES NO a vj Q Phone # Contractor's A . ' - ss va l S t ® off/ / City w State ` Zip D Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: V Additio ' ❑Alteration ❑New ❑ R air/Replace ❑ Demolition -VI ri ************************** * ****************************** Submittal Fee $ Permit Fee $ ` `-� L, D CCF $ CO /CC Notary $ / Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Roofing fir` 3L/r' 7 Bonding Company's Name (if applicable) Bonding Company's Address J " / '1✓ City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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. / lso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s den (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a nspec>i fee will be charged. Signature Signature Owner or Agent ontractor The foregoing instrument was acknow.. ged before e this The foregoing instrument was acknowledged befor me thi day of e)./ , 20 by / 1 1 Jim day of /1/f .� ' s is personall ' known to me r who has produced As ide r;' 1 cation and wh did take an oath 10 tt Expires 7/21/2008 R; Bonded thru (e0O)432 .4254 My Commission Expires? Florida Notary Assn., Inc Print: fi APPLICATION APPROVED BY: Chc 05/13/03 NOTARY RHONDA P FREDERICK Si P My Commission Expires: ' Zip ** o4�ti4ia .4�'r�Y *�k.t*** ** *'u�e4t�t ** ***** * *** iris*&. Yot�t9e�e�kie9 e*** *�t,t�t�Y3��Fi. *fQ** tide*. 4i�. 4* ***f�.t�k** ***Fe9rdede***VaR�k� * Zip 20by �ltf:�� r who has produced as identificatio • d who di take an oath tint: ? .r ' r :ILT ********* *ek********* ** ** *4* * * *** ** * *** * * ***** *** ** 4t **** * * * * * * ** **** ***** * *** *** * **** * * *ek **** Plans Examiner Engineer Zoning HONDA P FREDERICK .1111111'94, mm 01300337010 n1: Expires 7/21/2008 5 (8 Rnnri&att *du `'. - , ■V Florida Notar Assn. Inc an r . uau Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11 /30/2004 Applicant: ALBERTO Owner: SOTO JOB ADDRESS: 609 Contractor AQUA - SHIELD CORP. Local Phone: Parcel # 1122310120060 NE 105 Building Permit Permit Number: BP2004 -1225 SOTO ALBERTO ST Contractor's Address: 2950 N 28 TERRACE Legal Description: GOLF VIEW EST CORR PLAT PB 41 -58 LOT 7 LOT SIZE IRREGULAR OR Fees: FEE2004 -10536 FEE2004 -10537 FEE2004 -11903 FEE2004 -11905 FEE2004 -11906 FEE2004 -11907 FEE2004 -11908 FEE2004 -11909 FEE2004 -11910 FEE2004 -11911 Description Structural Fee Structural Fee Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Radon Submittal Fee Builders Bond Total Fees: Amount $50.00 $50.00 $1,500.00 $30.00 $10.00 $37.50 $120.00 $6.05 ($200.00) $300.00 $1,903.55 Total Fees$1,903.55 Total Receipts: $0.00 ; per 0 6 PAID C /063 Permit Status: APPROVED Permit Expiration: 3/6/2005 Construction Value: $50,000.00 Page 1 of 2 Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING 3 Permit No. PERMIT APPLICATIO1 °- Master Permit No. B P O' l a FBC 2001 Permit Type (circle): Iildine Electrical Plumbing Mechanical Roofing Owner's Name (Fee S ic.le Titleholder) Pt 8 bt (4( 6 % Sat Phone # 30 321 — 7 Owner's A dress r 1` City i a 4 Nk4rgt4 State Bond $ Minus Plans Check Fee $ g oo Code Enforcement $ Miami Shores Village Building Department } 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 EC ll ` I D Fax: (305) 756.8972 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) .Goq NW_ I6E k Contractor's Company City Miami Shores Village County Miami -Dade Zip 3> r ef Is Building Historically Designated YES NO Ni n actor's Co an Name Contractor's Address tag 5D ' b i L— City State FL, Zip 3,1 0 1i Ii u ' C7k � Qualifier �. � !J e 1 Architect/Engineer's Name (if applicable) 6 r I'JL( & Y ' t . Phone # 3 S -' 3:7 NS Architect/ is Address a5(.. C��. ( rQ. City L State ri.-- , Zip 3 1 V1 $ Value of Work For this Permit S0 J 6'n b Square Footage Of Work: IJ0‘111 Number of: Bays Stories Families Bedrooms Baths Type of Work: Addih� DAlteration J ❑New ❑ Repair/Replace % El Demolition Describe Work: I S i �� '" G rh ac ( t 8 a r - h9 \ ****************************Fee Calculation Misc permits * ** * * ** * ** * *** ** * ** * ** ******** County Escrow Fee $ Permit Fee $ 1, 5 Notary $ ) � / Education/Training Fee $ / 1, Tech $ Scanning $ f eq0` Radon $ 6 . 0 (� Struct. $ S n r` �� = 1 4 6 Fee Totals $ (Continued on opposite side) kka\\ 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 •f commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also l a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev - ,/) days after the building permit is issued. the bsence of .'u5/posted notice, the inspecti' 471 not be approved and a r , ction fee will be charged. Signature chc6/18/03 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: As identification and who did take an oath. Signature * * /////07 Owner or Agent Contractor The foregoing instrument '� was acknowledged before me this e 7 The foregoing instrument was acknowledged before me this�Z L o/ day of - 51A , 20 , by A L 30T0 , day of �U LY . 20 OZ, by f AQ L v . FA' L.LAC& V: who • ersonally know to me or who has produced who is ersonall known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Cam /, atal a Si ea/!e O lA Print: C 0 L kc®v4)• I� Print D (— • My Commission DD237923 My Commission Expires: % My Commission Expires: a w Expires October 15, 2007 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. NOV A5 -4 'D / `' 6 4 4--- 5 Plans Examiner Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1463 Printed: 11/30/2004 Applicant: ALBERTO SOTO Owner: SOTO ALBERTO JOB ADDRESS: 609 NE 105 ST Contractor TISW CORP Local Phone: Parcel # 1122310120060 Signed: (INSPECTOR) £uilding Permit Contractor's Address: 7850 SW 68 TERR Page 1 of 1 Legal Description: GOLF VIEW EST CORR PLAT PB 41 -58 LOT 7 LOT SIZE IRREGULAR OR Fees: Description Amount FEE2004 -11935 Building Fee $190.00 FEE2004 -11936 CCF $1.20 FEE2004 -11937 Training and Education Fee $0.40 FEE2004 -11938 Technology Fee $9.50 FEE2004 -11939 Scanning Fee $9.00 Total Fees: $210.10 Total Fees: $210.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/7/2005 Construction Value: $2,000.00 Work: HURRICANE SHUTTERS- MASTER BP2004 -1225 qoo3 ,DEC o s pain 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Budder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Title Owner's Address Gag N E. 10S 'l Ft, City riict", .3 Lies State Tenant/Lessee Name Job Address (where the work is being done) q NE E I o s City Miami Shores Village Is Building Historically Designated YES NO V Contractor's Company Name Contractor's Address 7 City G� ►- Qualifier Ar✓4.0k) State Certificate or Registration No. Certificate of Competency No 0 3 QS 00 o S Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 4-P a J 6ao r Type of Work: EAddition ❑Al��teratio • Describe Work: )1 twr �- lt'' tCOeo4 Submittal Fee $ Notary $ Scanning $ 9 Code Enforcement $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 State ****************************Fees******************** Permit Fee $ � d Total Fee Now Due $ a to ` (Continued on opposite side) Training/Education Fee $ Radon $ Phone # County Miami -Dade Permit Master Permit No. VRU — 122S Electrical Plumbing Mechanical Roofing Phone # (3 34S " 5 Zip 33) 3 0 Zip nu tP Zip 33143 Y . Phone # S Square Footage Of Work: :New ❑ , Repair/Replace ❑ Demolition CCF $ Technology Fee $ Zoning Structural Plan Review. $ � N C O /C _/! --- CO SO Bond $ 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 intcdmpliance 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. AR YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOANEY 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) f commencement must be posted at the job site for the first inspection which occurs s; en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a einspection fee will be charged. Signature Owner or Agent The foregoing in•thunent Was acknowledged before me this day of gkIVA443.24 20 of by Aizt Cote who is personally known to me or who has produced As identification and who did take an oath. NOTAR P IC ` ��%�u tton �Ut U tttro �� NZ. .. .......® pTARY P 0‘ MAR �yq�� i �� , • Sign: ,�_ . ... :F � �� Si �� `�'� rA My Commission Expires —% (® -- 77 ' = , �, x ` • — ,,, ; ' n . � a q F�Sn : , � r My Commissi Expires: ��['(m °�� 0 1..,-3,..?„. ,,,,c.. c �c�a�ss *** ** etc* vra�e�e a�e�c�i�te�ca�r�rs� :te * *.+e�eae *�c�ie�e�e**** * * F c **-4,�ti 440**** tea * * *** * *ae�e3��e�te ****** ** *ae�eae *�c***,t ** ' * s e ....... • ` ` ms ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * . ******** ** * * * * * * * * * * ** ** * ** * * * * * * *** * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature NOV 2 9 2004 .,.. tractor ,jf� The foregoing instrument was acknowledged before me t his`T day of AtVeM ° , 20 O , by who is personally known to me or who has prod ced as ideniication and who did take an oath. Plans Examiner Engineer Zoning • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Drive Riviera Beach, Florida 33407 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 AEI 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 descrrbed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 03 -141; titled " 0.050" Solid Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision #1 dated July 02, 2003, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Bach panel shall bar a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami Dade CountyProduct 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. gaily portion of the NOA is displayed, then it shall be done in its entirety: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 01 & consists of this page 1 & approval document mentioned above. The submitted documentation was reviewed by Hefty MIAMI-DADE COUNTY, FLORIDA • METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SU1 k 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 NOA No 03- 0707.02 Expiration Date: 08/0712008 Approval Date: 08/21/2003 Page 1 FULL PANEL CONCAVE MOORS (SEE S CORCREM ANCHORS (SEE SCHEME) SOLID STORM PANE, TYPICAL ELEYAflON *1 SECTION A A • Q SOUL? 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F.E am.v.JLZ) /44w) -OAOE cowry 0.050' SOLO BERTHA ALUM ON STORM PANEL as am 001-8* 4 1 1 EASTERN METAL SUPPLY, INC 4.1181 SESIROADs RUM WICK ft .13407 t K WORM 80MO 7/1/05 DATE 03-141 0(8000 No _ Mar 7 Or 711 © .21:16400 3' Umr. 'e ono OUT mes :Yr r• ICI I erm� & rze' ® REVERSED 'i' ANGLE now aEr r Yr - r yre• -•�L /Et UP Mt r I t —e– - — – – --- -e-- itt 9ertW1 if —r rar r moire SCREW TOMS n• rs• 11 .3itrr1 LO UR W L 1 7E sere 461• - r ® _V_ Watt Or. r InasaAtgaz Via' auiDER ®3 ' a RLtlr a M OF 44 ET . �Jox ORR r ,r•Y NCLE AT PANl2 was •*Pr -r COMPONENTS DETAIL tt saw trims tart MINK WALL t.78 AMI ME IN. S ID , 810-1040 Mes AWE WSW SM. r IOU, WY. r WOW VW MLA air - alr fko t t /t' mot @. a Miaisz sour, 3Ar. r F.B.O(H.V.f1Z)/MMW- ANL COUNTY O.OMO' SOLID KIM ALUMINUM STORM PANEL AS FROM SCAW . IL E C Ci INC. 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PENETISMON MOM MOUNTING INSTALLATIONS' SECTIONS fs *1011.10 FOR Max. +0774 ^63.5 psl. =LE : t/4 - 1• 7 4 9 REG 0 OR 0,530 5070 BERTHA ALt1MINUM STORM PANEL EASTERN METAL SUPPLY, INC WEN MACK 7.33707 A Woe w/ 0 1 0270 75 O MATE 00080 7' 701077(0.5 IWOii i 1/ =OW 7 70 7770; s 47 • 2105AT 0 r 00 & 1777700 AT 27-#0 * 7/C227/32 5 s tae * F.8.0.(H.VJLZWMNiMI -0405 COUNTY AO 00w Sous l/A/0l 001E 03 IMAM N, 7026714 OE td >11 0 a NUT maw 57U0 Fet 1 I 4 1 0 it, ■ii atals ,1Y� 01a J IA rdiff 4 ALA 1 0 AWL acme S10LI0 5ER711A ALUWMIM 570514 PANEL EASTERN METAL SUPPLY, INC ace %MOMS 86101 fin 4 a a maga a r aurae 915 18 OT 18 /4.57 1/1- as 1A0 mow 0 4' as 9 FOR 101. maw/ a° o sa'ae • 1/4 1/1' LW DB•0.6 1 Itkom ss stannic 50 MO tor 1251• Co, 1 /4 1/r' $s. ((y�,,)) 1A0 SCREW 0 4' 0.0. 0 IUR OF MOM MD EOM 70 R7E 5021170. m gr ( + ) A I 1 , ii 1 -!∎ tale' ;0•4. 1/P 1448 0'e' as atria X - INSTAILAflON OF Weld SIDEWAL% DOLTS 0 REMONALO5•PANE, MOM 1' -1' 1/4 ?/2 1A0 5WtENS 0 0 as ALTERNATIVE tITA ALTERNATIVE IRS CEILING * FLOOR MOUNTING INSTALLATIONS SECTIONS IS 9:@51 y4'- 7' 1 +ALIONOWELY, 777905 MAY R#' A774C75O TO HOLLOW CALM AS PER DETAILS SHOWN ON 217730050 8A, SHEET 43 OF IS. ALT 0 EVERT • az r swot? moat= AaeBo1W/ S1QEtA0X OCL1865E'B MI5 HMS 70 (uJ 7r a' 5/01 A.T 553 7/8'I41/0a' Ifs NW 0 EYFRT 9DRa4X ROLE. NOW FOR 5550350.2» Cr SF771a10 13028/CE&8{0 140587!940 SECTIONS CAN BE COMBfNEC Ev ANY WAY fro SUIT ANT SISEALIAAOM 1/4'. ° 1 1/$' 8.R 140 maw 04 as AO TO GIASS 1. 8451ALLAJIW4S ARE OM.Y YALE FOR DESIGN Mr La405 O9 7a +B90 --BELO pal AND PA3& S MOWS OP 7O 8 -O . Z 3587 a- x B' P. 7 70 BE SOUTHE5V PINE Na 2, SURFACED DRY 017N IR 1I 70 lot a W/ SFEC010 DFMSDY OF 0.08. .3. MR NEW WOOD MBE 05INODAOM WOOD MENEM 70 FIE 9137940787 PINE No. $ 5/ SFEORC DV:NSOI' OF 0.55 OR cam 1 4`aI yr LIQ 08'ac. WOO 1/8` R8. LAO SCREW 0 4' 0.C. • 010.) WOW WOOD 8147 MOM SIRtalWOL MAW OF mamma • REOSTERED MOW ro ( +) 4000 SOX IL ECOI ■a.\ 78717 MONO * ENONISRAW *wow • ®' alma w arquoJais E JUL 0 a MB i SEE Saffilar FOR Oh 1 75 LOC INSTALL74TION DETAILS ON EXISTING WOOD BUILDINGS 1 wa a Woo"' &Off 55 0 11' 0.s 507233.5 sD4aaa. ROOL / /4 I/1' u0. TO maw" 7 7011 8/e I 558228 0.0' as X 55 AT 0 8' 0 0 FASR1aD AT REAR W VC/n7/ a' 8490 NUT 0 a•Rr 55080X DST. ALIEHMilie-ZU ALTERNATIVE 20U CEIUNG & FLOOR MOUNTING INSTALLATIONS SECTIONS 2Q •75 + 7/4' - 1' we MOM roADUCTREVISED esemplyluvilflitheFlokb BaldlogOodp lxaptaam '02 s 7 aer 03-141 32455 No F9. a (1 LV.HZ)/ 9454 -0.405 00455? Notice of Commencement ALL INFORMATION MUST BE TYPED OR PRINTED LEGIBLY TO COMPLY WITH RECORDING REQUIREMENTS Permit No: o t" O'-/ - 1 I I o s j — 0 —00‘a Tax Folio No: STATE OF FLORIDA / COUNTY OF DADE / CITY OF AVENTURA: The undersigned hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. gd q JE I ®S 1. Legal descriptioi,of pro and street address: g - Itookvi 3_ 13 P 2. Description of Improvement: Interest in property fpf Name and address of fee simple titls4 e older: 3. Owner(s) name and address: 4. Contractor's name an add ISi I • t a. Phone: 305% ? - rs6 Fax (optional): 5. Surety: (payment bond required by owner from contractor, if any) Name and address: NiA Amount of bond $ 6. Lender's name and address: Phone: Fax (optional): 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) , Florida Statues. Na and address: r4$ . _ NIL Jos' _ tom.. cmA., L, Phone: 30S- 3&1S 7e) Fax (optional): 8. In addition to himself / herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided i Section 713.12 (1)(b), Florida Statues. Name and address: N/ Phone: Fax (optional): 9. Expiration date of , r s Notice of Commencement: (the expiration date Is 1 year from the date of recording unless • afferent date is specifled) WA& Signature of Owner O , S J I Print Owner's Name cm1 O)Nh is personally know to me Produced identification I -P t 307 -p/ Y 3 - ' Y- take an oath Did not take an oath Swofn.to and subscribed before me this i d of /V c) 2 cr Address: 6 YE i 61 `- Notary Public Stgnatu t �;(,� Fa . 33 /Pi Print Notary Name Commission Expires: Seal: WY E, NOTICE 0FCOMMENCEMM<;NT /N .. % GEORGE A. HUSTUS • rmu • COMMISSION 6 D0211817 `� fvJ ` EXPIRES JULY 6.2007 STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a Pr y of the day o 111111111111111111111111111111111111111111111 CFN 2 0048 1 0097 , OR Bk 22822 Ps 1329► (1as) RECORDED 11/15/2004 14:24:46 HARVEY RUVIH, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE Prepared by: AQ y rt A Miami Shores Village Building Department SECOND BUILDING CRITIQUE SHEET 1. Still need to submit storm shutter permit application (required for existing openings). 2. ID overhead door is existing to be reused —door is ID'd as "E" on plans and an "E" door on door schedule sheet A -8 is a Bi -Fold door. O lt: Still need to provide construction /roofing details for new floor /exterior deck that will take new live loads. . Still need new flat roof specs - - -two NOA's were submitted for new bathroom roof, need drawings of roof and all information required to be added to HVHZ permit application form. ,0 5. Plans must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. Permit No. Page 1 of 2 11/4/04 AA(7 sd / 497115 34,u4eA_ Cpitt6 62,v_rhekit ()AA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1225 c . a Page 2 of 2 Follow the procedures for submission of corrected plans for your re- submittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 11/4/04 305 - 795 -2204 Miami Shores Village Building Department Permit No. Page 1 of 2 9/22/04 BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1225 .Address structural, electrical, mechanical and P &Z comments. 0 2. Submit storm shutter permit application (required for existing openings). 04. Provide graded and species of lumber for roof joist in new bathroom area. Provide rise and run of stairs —left blank on A -1. Provide details of handrails on stairs. Provide a north elevation. Submit two sets of NOA's for overhead door —also ID door as such on door schedule. °- TOIL L C15 — a b " ® ° � 641 Provide letter of intent from architect or engineer that will inspect engineered unit masonry, second floor slab and roof truss installation. FBC 2122.4, 2319.2.4.2 Addition is an increase of more than 25% of floor area, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7. 10.Provide construction /roofing details for new floor /exterior deck that will take new live loads. r ) 1 1.N d new flat roo specs submitted with roofing e it. ) ce.zbint hut 4-efav itAew 10mi • Page 2 of 2 Follow the procedures for submission of corrected plans for your re- submittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 9/22/04 305 - 795 -2204 09/22/2004 15 :33 MIAMI SHORES VILLAGF 9 93054435986 PERMIT NO. ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS BUILDING ORIo1AL ADDRESS: MIAMI_ SHORES VI BUILDING / ZONING DEPA,R SECTION SY • ,1a8 ADDRESS 0 P yV ~; /05 57 APPLiOANT .,..® • 5o PHONED APPUCATIO - -SHEET EtusCELLANEOUS DATE ZILATLItifi CRITIQUE SHEET GOMM 'S • TMs copy of piatss meat be a Wading site or se tospaeden Ycttf be ,c e e4 7 C - E ,e t CK1eVel 4.ff Ohl (frr . Wm' D ' (5 TVA wt a i3 p Ecz — /i 5 ft cf�� w /c � be cc fl-ti 1 ra•t) - 8 - P u s e , -Q `3 0) 1, 5 d C(6 or- dec(d 00-e,, ( 5640c.- EL eUs+rea•j F fgar ZAt 'Bop NO.816 D006 GE EI1 Eta fri IN mALS • • rg • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: e 4 Job Name 50ir eel MC /05 " � 9 � in A- STRUCTURAL CRITIQUE SHEET d r i 5 1 / exj /". s1aJ, i s i be. /''ailyed) pew 1'cM 5,e0.-1 evk C7 A 5 rl i' i ) &ken -4 °�/ 7 / l � ,4 / ' .� '/�'� 1 L_ct s 2Jg .S`2 f� v ?,e- eezz- d — L i i i, Gc f e SEP 1 5 ANS'D c-Nc PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING 1 ZONING DEPARTMENT SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE " PUBLIC WORKS 'STRUCTURAL BUILDING OFFICIAL t. Subjcict to contpilance with alt Federal, Sta County. Village rules and reputations. Village essua no responsibility tor accuracy ofloc results fr( these plans. 1 2. This copy of plans mast be aysltsble buliding cite or no Inspection will be conduct( .JOB ADDRESS ©f iU /05 S r APPUCANT Sono PHONE # APPLICATION t 1 T) OF MISCELLANEOUS DATE ZOJVING CRITIQUE SHEET �! a i• COMMENTS j 5 Secmd "(oar deck hero ba bette x461; it 6'1 546G0 EL e 4-70,0 r h y / c) INITIALS (/ C ellikr, aid Coe Ti P'c4 --rE ,C ` 0 ,e v ey A-Pf (//il d/T dew • a (53 -c I,Joa.0 Ecz 5 F - 7 - 64-cc, �cF/c.7- (-ate "e72rin' 6 ' �1,�►.�,�c�y�, c w s'lQC 5eT,f,,*Y( /s /v fir^ q b e CC U X12 4 sor Aer4 I) co of '4'c rP a If" cr Miami Shores Village Building Department ELECTRICAL CRITIQUE SHEET /tAP rd I� r s e / TD' ;lz,e1z A ,/.®.i 1 40 Lc — I4l / ��4. pI S / 9»-e 27 , p7 - ieG i c9 / s e / w � ' - a9 d_ ys 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 9 P ® — Job Name -' ®72 9— / / S47 &I/ Miami Shores Village Building Department MECHANICAL CRITIQUE SHEET e i c cu 1 e Permit No. 6I C q / z2f Job Name 5 fi.- 1Z:- Date % (? 3 4' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Number : BP 04 -1225 / ERRATA SHEET BUILDING CRITIQUE SHEET 1. Structural, electrical , mechanical and P& Z comments are address on attachments 2. Storm shutter permit application to be provided — IN PROCESS 3. A -7 : graded and species of lumber for roof joist in new bathroom area was added 4. A -1: rise and run of new staircase was added. 5. A -5: handrail details on stairs was added 6. A -4a: north elevation added to plan 7. Overhead door to be re -used. Copy of installation permit and NOA is attached. 8. Letter of intent from Architect for inspection of unit masonry, second floor slab, and roof truss installation. — IN PROCESS. 9. S -1: addition of Structural Drawing Note 6S / Typical Tie Down / Filled Cell 10. Construction / roofmg detail for new floor / exterior deck — 1N PROCESS 11. Two copies of NOA / Specs for new flat roof are attached. • 4; 4, hief Building Inspector 1iamr Shores Village ,Building Department 350 NE 2 Avenue Barr i, Fla, 33138 ear Sic have been retained by Mr. Al , Soto to perform inspection services under Florida Building Code 2.1224 &c2319.2.4.2 at t residential proje on the below listed structure as of Oct„ 20,2004. PROCESS NO STREET. ADDRESS BP 04 -1225 The following individual(s), employed by me or this firm are authorized to perform inspections; I will notify The Miami Shores :Village 'Building Department of any changes regarding authorized personnel performing inspection services All mandatory Inspections, as required by. the Florida Building Code, Must be performed by the Miami Shores Village Building Department when the special jnspector.is hired by the owner. The building inspections must„be, coiled for on all mandatory inspections 'inspections performed by the Special inspector hired by the Owner are In addition to the mandatory inspections performed by the ;Building Department ? Further, upon completion of the work under each Building Permit I will submit a seale Statem of Compliance to the Building Inspector,. at time of final inspection' and before making application for Certificate of Occupancy. The Statement of Compliance 'shall state that to the best of your knowledge belief and professional judgment that those portions of the projec outlined above meets with; the intent of the South Florida Building Code and is in substantial accordance �i approved plans: Sincere l arshall Benin„ Archite ctober 20, 2004 NOTICE TO DEPARTMENT' O PL ANNING, DEVELOPMENT & RE-GULATIO.N OF EMPLOYMENT AS SPECIAL INSPECTOR . UNDER , FLORIDA BUILDING CODE CONTRACTOR OF RECORD 609'NE 105 Street `. Mr. Al Soto Owner ll rchitecti re r�narshaii keilin `& associates • ..planning INSPECTION RESPONSIBILITIES 1 Roof Truss Installation truss , 2 Unit Masonry 3 Second floor slab Interior desig Sevilla avenue, coral gables, forida 33134:6413 (305)274 - 6000/447 -1927 fax'443-5986 ar# Permit Number : BP 04 -1225 / ERRATA SHEET ZONING CRITIQUE SHEET 1. Sealed Elevation Certificate (2) originals enclosed 2. Survey Affidavit — was submitted. 3. Existing wood deck in setback — to be removed. 4. Side Set Back — Surveyor re - measured and setback is (10) feet, revised copy of sealed survey to be provided. 5. Declaration of Use — was submitted 6. Color thru tile — roof will have color thru tile as noted on NOA. 7. Second floor deck will be existing garage roof. No deck to be installed. Will be used for emergency exit. 8. Show elevation of front entry roof— existing flat roof see A -4, South Elevation. `STATE OF FLORIDA) COUNTY OF DADE) / _ The undersigned Affiant,Q L i J k hereby attest that the / � (property owner) attached survey, performed by 0, if Co bin performed ( 1. 11 locations of all structwes on the property as of this date. SWORN TO AND SUBSCRIBED before me this ( 0 day is an accurate representation of the existing conditions and The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Witness(sign and print) Witness(sign and print) b ®\.1 Affiant is 4 known to me, produced as identification. Angela M Becker My Commission DD15004113 ExpiresNov$mber15, 2006 Permit Number : BP 04 -1225 / ERRATA SHEET STRUCTURAL CRITIQUE SHEET 11. S -1: thickness and reinforcing of raised slab now shown. / 2. A -5: footing revised to coordinate with structural drawings. uct / e'er / wb4 1W3.5 CI l HM 1 SHUF'ES V 1 LLPEF 4 93654435986 Miami Shores Village Building Department 10050 N.E2nd. Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 44- J 2 Job Name SO i Gal Art /ccS • STRUCTURAL CRITIQUE SHEET ?-7 / 1 -jr-o t VI e f h S--/ exi5 raj e T er- Prole d 044 -cc,/ pi e s s NO.816 P005 Permit Number : BP 04 -1225 / ERRATA SHEET MECHANICAL CRITIQUE SHEET 1. Energy Calculations (3) three copies ) copies sealed by engineer were submitted with original permit package. 09/22/2004 15:33 MIAMI SHORES VILLRGF 4 93054435986 r e t) Miami Shores Village Building Department MECHANICAL CtITIQiE SHEET 10050 N.E 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax: (305) 756.8972 NO.816 [7002 Permit No. Job Name ., -"°- !" r�.. Date (7 a STRUCTURAL CALCULATIONS FOR SOTO RESIDENCE ADDITION MIAMI, FLORIDA March 25, 2004 (1 to 3q) IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER FLORIDA P.E. #56755 2333 BRICKELL AVE. #902 MIAMI, FL, 33129 PH: 305 -860 9737 FAX: 305 -860 3659 /o 31 DESIGN REFERENCES Lo FLORIDA BUILDING CODE, 2001 EDITION ASCE 7 -98 MIN. DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES SEI /ASCE 37-02 DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION ACI 318-99 (ACI 318R -99) CRSI, 1996 HANDBOOK BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530- 99/TMS 402 -99 SPECIFICATION FOR MANSORY STRUCTURES ASC 530.1 /ASCE 6- 99/TMS 602 -99 COMMENTARY ON BLDG.CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530- 99 /ASCE 5- 99/TMS 402 -99 COMMENTARY ON SPECIFICATION FOR MANSORY STRUCTURES ACI 530.1 -99 /ASCE 6- 99/TMS 602 -99 "USP" CONNECTORS MANUAL "HILTI" CONNECTORS MANUAL NATIONAL DESIGN SPECIFICATIONS FOR WOOD 1997 NCMA 2000 CONCRETE MASONRY STRUCTURES MANUAL OF STEEL CONSTRUCTION, 9 TH EDITIONS "ADDS" SLAB AND BEAM DESIGN COMPUTER PROGRAM PSI DESIGN HANDBOOK EDITION 5 "MATHCAD" COMPUTER PROGRAM DESIGN LOADS (TWO STOREYS) ROOF DEAD LOADS PREFAB WOOD TRUSSES @ 24" 5/8" "CDX" PLYWOOD DECKING CLAY TILE ROOFING CEILING, MECH. ELECTRICAL TOTAL LIVE LOAD SECOND FLOOR DEAD LOADS PREFAB WOOD TRUSSES @ 24" 5 PSF 2 -5/8" "CDX" PLYWOOD DECKING 4 PSF PARTITIONS 10 PSF CEILING, MECH, ELECT. 10 PSF CARPETING 3 PSF TOTAL 32 PSF LIVE LOAD 5 PSF 2 PSF 13 PSF 10 PSF 30 PSF 16 PSF STAIRS 100 PSF ELSEWHERE 40 PSF ,3 ©P 3f IGNACIO J. CALVO, RE. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Far (305) 8603659 DESIGN CALCULATIONS jog 4 5071) 4e6(f 67-106 .6avi17c)e, oF 4 SHEET NO_ CALCULATED BY ft C.. DATE ‘ r CHECKED BY DATF SCALE_ 1 IMIIIIIIIIIIIIMMill ,111111111111110111111 L.1 COI , n r- ... - 4 E sP " . ' II c1/4 4 et° 4),Sr ,ofe' a I 3 A ' /1 I lig - if • 1111111 ail 4 ,-- ..L. J._ , 1 ir IGNACIO J. CALVO, RE. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Far (305) 8603659 DESIGN CALCULATIONS jog 4 5071) 4e6(f 67-106 .6avi17c)e, oF 4 SHEET NO_ CALCULATED BY ft C.. DATE ‘ r CHECKED BY DATF SCALE_ WIND LOAD DESIGN (ASCE 7 -98) for Exp C Rf slope 10 <sI <30 SUCCION SOP 3d PROJECT -Soto Residence Addition-- Lenght of overhang L:= 2 Zone a:10% min. width, 0.4 h (not Tess than d%, min width nr 3 feet a := 3 Kzt := 1 Kd:= .85 9.5 h:= 22.29 I := 1.0 V := 146 Kz := 2.01 h Kz = 0.923 900 qz := 0.00256•Kz•Kzt•Kd•V qz = 42.798 MWFRS Cp := .9 Ga := .85 pMWFRS := gz•Ga•Cp + gz•.18 pMWFRS = 40.444 pMWFRSov := [gz•Ga•Cp + (gz•Ga•.8)] pMWFRSov = 61.844 TRUSSES area < =10 sq.ft. L =5 ft NET UPLIFT zonel , zone 2 &3 and overhang Pjl := qz-(-.9 - 0.18) + 10 Pjl = -36.2 Pj23 := qz•( -2.10 - 0.18) + 10 Pj23 = -87.6 Pjover2 := qz•( -2.2) + 10 Pjover2 = -84.2 Pjover3 := qz•( -3.7) + 10 Pjover3 = -148.4 TRUSSES area =30 sq.ft. L =10 ft NET UPLIFT zonel, zone 2 &3 and overhang Pjjl := qz-(-.86 - 0.18) + 10 Pjjl = -34.5 Pjj23 := qz-(-1.8 - 0.18) + 10 Pjj23 = -74.7 Pjjover2 := qz•( -2.2) + 10 Pjjover2 = -84.2 Pjjover3 := qz.(-3.2) + 10 Pjjover3 = -127 TRUSSES area =50 sq.ft L =12 ft NET UPLIFT zone 1, zone 2 &3 and overhang Pml := qz.(-.82 - 0.18) + 10 Pml = -36.3 Pm23 := qz-(-1.6 - 0.18) + 10 Pm23 = -66.2 Pmover2 := qz•( -2.2) + 10 Pmover2 = -84.2 Pmover3 := qz•( -2.87) + 10 Pmover3 = -112.8 • TRUSSES area> =100 sq.ft. L >17.3 ft NET UPLIFT zone 1, zone 2 &3 and overhang Pgl := qz-(-.8 - 0.18) + 10 Pgl = -31.9 Pg23 := qz-(-1.4 - 0.18) + 10 Pg23 = -57.6 Pgover2 := qz.(-2.2) + 10 Pgover2 = -84.2 Pgover3 := qz.(-2.5) + 10 Pgover3 = -97 COEF TO ADD TO JACK TRUSSES COEF TO ADD TO GIRDERS AND TR L >17.3 Kjk := L-2- (Pjover2 - Pjl) + [a-2- (Pj23 - Pjl)]•1Kgi := L.2- (Pgover2 - Pgl) + [a.2-(Pg23 - Pg1)]•2 Kjk = - 499.885 Kgi = - 517.005 COMPONENT AND CLADDING WALLS h = 22.29 qz = 42.798 AREA 10 SQ.FT (, ©t p 10w45 := qz. (1 + .18) p 10w45 = 50.50Z p10w4 := qz.(-1.1 - .18) p10w4 = - 54.782 p10w5 := qz.(-1.4 - .18) p10w5 = - 67.621 AREA 20 SQ.FT p20w45 := gz•(.94 + .18) p20w45 = 47.934 p20w4 := qz•( -1.05 - .18) p20w4 = - 52.642 p20w5 := qz-(-1.3 - .18) p20w5 = - 63.342 AREA 30 SQ.FT p30w45 := qz.(.91 + .18) p30w45 = 46.65 p30w4 := qz.(-1.02 - .18) p30w4 = -51.358 p30w5 := qz.(-1.24 - .18) p30w5 = - 60.774 AREA 50 SQ.FT p50w45 := qz.(.87 + .18) p50w45 = 44.938 p50w4 := qz.(-.97 - .18) p50w4 = - 49.218 p50w5 := qz.(-1.16 - .18) p50w5 = -57.35 AREA 100 SQ.FT p100w45 := qz.(.82 + .18) p100w45 = 42.798 p100w4 := qz-(-.92 - .18) p100w4 = - 47.078 p100w5 := qz.(-1.05 - .18) p100w5 = - 52.642 AREA 150 SQ.FT p150w45 := qz.(.8 + .18) p150w45 = 41.942 p150w4 := qz•( -.9 - .18) p150w4 = - 46.222 p150w5 := qz.(-1.0 - .18) p150w5 = - 50.502 AREA 200 SQ.FT p200w45 := gz•(.76 + .18) p200w45 = 40.23 p200w4 := qz.(-.86 - .18) p200w4 = -44.51 p200w5 := qz.(-.94 - .18) p200w5 = - 47.934 AREA 500 SQ.FT p500w45 := qz.(.7 + .18) p500w45 = 37.663 p500w4 := qz• ( -.8 - .18) p500w4 = - 41.942 p500w5 := qz.(-.8 - .18) p500w5 = - 41.942 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB 2 2) 4.7:104 4 x4 7 SHEET 7 OF CALCULATED BY CHECKED BY DATE_ SCALF ir • , , 4 , , 'a 4t a - e- an . : -1 11111 ...„ 33 2/ ft 64 I 1 I I I • ./ j . W ... &. l °1 F KY !'- 11 I cw _I — tr cSll ...i .mot , '74/96 fr - F-71-Z aa a / A I i 4 AEI { I, "f3 _ , AMMO ►r 4 ) I no � I Coi A, / L , O Mill. CO i° l'A • es• r 0 II ' . ow.,, 2 14 (04 ,,, 4 y 44/ — i 5:3 1.nj K�I _-_- 1■. it 1 _ 40 e0A-1"-/- 4 -41-4- 1 I - : IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB 2 2) 4.7:104 4 x4 7 SHEET 7 OF CALCULATED BY CHECKED BY DATE_ SCALF IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB c ie-Sl4O62tCC . 71 c)4' 0 OF DATE,A SHEET NO CALCULATED BY CHECKED BY DATE SCALE__ k44 4.• 4 mi. A 4°' ,. • EL .„ .., . • • 5A n • _. . 4 r4 1 554 - ,,- Arr -52/)6 A _ f az) 9 /9- A ....- — 4 449 x 3 , !J ) • 9 9 ri - 6 , xseig o 73 - 3 ,r oMilr - 71.41s -. 4- i EITAK2r l g 4 4 r Z 4 Y lj it ?Z, 1 5 ? f _, - Zia 5 0 4 0 f /3 J,e 4ze, _=.- 4°5 A 111 I ""7 fi .../, IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB c ie-Sl4O62tCC . 71 c)4' 0 OF DATE,A SHEET NO CALCULATED BY CHECKED BY DATE SCALE__ I i 1 re...(C 7 40. • 3 3 - 11111111111MEINIENEE M•• z., MSC A 11 / / 6 4 ,o, ,s - I o rs nor ,05-1 /Z4 bit 1 (4J, .., b j A , - ;- t, 4" V -- NMI /9./ o z- po k r ill • N, 1 1 /4 ■ 1 let 7 r MEM JD 4 1(3, ) 1 ri, V E / 3X 15; 4 IT J Ad /1 00.• /' a 71, ME - 1 P' , AN _-: 4 , • a iEri ild 1,— A / 0 A 0 ar-iI ) ' 6 .e.One kii ZV 3 /Z ' IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 !MICKEL AVE # 902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB Snr2) 4 4W/ SHEET NO / OF CALCULATED BY 1. C DATEC CHECKED BY DATE SCALF f I 'r HI — — 'iv i 4, , ME 2 d 1111E, 111=2 9 7-. _1 3ing 2 - like 0 I " 48111 In FM. !API 9 ? R /t.' Ea-. 1 73 , 9 ' id .pf ' 1 -.its/ . i N h � C ( .' r - / A ...- - .1r "........- 1 I I r i 1 _ 1 L IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMt 33129 FLORIDA CERTIFICATE No.56755 Pit (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB 5DR) za3efei_c_67 &76" n 041 SHEET NO / OF 3 4 CALCULATE) BY -Z■ e DA Z r/Or CHECKED BY DATE SCALE AXIAL + BENDING (OUT OF PLANE) MASONRY WALL (W/ 1.33 wind increase) PROJECT -- -Soto Residence Add —2 nd floor wall in rear & left ,right ----- Input Data : Gray load Pd1:= 1481 Moment (Wind) Mw := 7799 Height of wall (inches) h:= 116 Masonry allow compresive stress fm := 1500 From MASONRY DESIGN TABLES: Try reinforcing bars - Net Masonry Area Radius r := 2.66 M allowable Mallow := 8712 fa := Pdl to = 36.388 An h = 43.609 if it is <99 then -Fa := [W h 2 (140.r)1 Mmax should be Tess than Mallow Fa = 338.615 Check if fa <1 rr 33Fa Fb := — fa Fb = 630.262 An := 40.7 Ibs #5 @ 48" Ibs.in [1.3333ft-1)1nd] 3 Mmax ._ MTV Mmax = 8.249 x 10 Fb Mmax = 8.249 x 10 < Mallow = 8.712 x 10 0 e/ i or 2' 000e 50,E IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKEL1. AVE # 902 MIAMI, FL. 33'129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB 5 D - Th et SHEET NO / C CALCULATED BY CHECKED BY SCAT F 6af7/ rice/ DATE 3/ DATE I _ 1 eci - (6 - Z7)ell, 1 ic, te.ka � r 1 It NSW Mill Milli 111091REN1 - F tn, C . a ' 11 1 ° v-- .,.1 . f i S 1 4 ( - ( 1 / 2 - t2, i x 5 / e r L p.4,0 r06-i y- 4 in0 2 4 - 113,5i6 /Pi - -- 1 i __ ........,_...... • , IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKEL1. AVE # 902 MIAMI, FL. 33'129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB 5 D - Th et SHEET NO / C CALCULATED BY CHECKED BY SCAT F 6af7/ rice/ DATE 3/ DATE HOLLOW MASONRY WALL DESIGN w/ wind increase 1.33 LOCATION - - - - -2 nd floor front wall— PROJECT- -Soto Res. Add --- Masonry Steel 6 Area of empty fm := 1500 Em := 900 -fm Em = 1.35 x 10 mas. wall (in2 per ft) Fs := 24000 Es := 29000000 Awe := 30 Faceshell thickness tfs := 1.25 Lenght of wall TOTAL b := 42.96 # of grout.cells w/ rebars Neel := 3 Lenght of wall SOLID Gray load Pd1:= 5748 lbs bw := Neel• 8 Moment (Wind) Mw := 66912 in lbs Width of wall H := 7.625 d := H d = 3.813 2 Area of 1 rebar areb := .31 Net Masonry Area An := 11-bw + Awe. (b – bw) 12 Radius r := 2.8 Height of wall h:= 9.67.12 h = 116.04 As n.= Es n= 21.481 ro :_ ro = 5.678 x 10 3 Em (b•(1) k :– [ As•n – [tfs-(b – bw)] ] + 411 (As•n) + [tfs.(b – bw)] )2] + Ltfs – bw)]] + (2•d•bw•As•n) (d.bw) (d•bw) k = 0.388 jjl w:= k -d w = 1.481 in 1 (k.d•bw) + Ltfs.(b – b42 L(k - JJJ jj2 = d – (d.k)](kb)] + [E2.tfr(b_bw)] [[rk.d, ( – tfs3j d – [( ( + – (1111 (k. jjl.jj2 jj1 = 0.016 jj2 = 54.929 j = 0.873 43 OA- 34 bw = 24 Steel area As := Ncel.(areb) Net Masonry Area An = 230.4 Pdl fa :_ — An Fa := fm-0.25t1 - Fa = 342.139 140.r Fb:= I1.33C J fm � -fa Mm:= .5 Fb k d b« L d [!4]] + [Fb•tfs•(b - bw)].[[1 - ( .)].[d - ()] + C2 d) Cd - C ) ii Ms := As•Fs•j•d -1.33 Mm = 6.702 x 10 Ms = 9.879 x 10 fa = 24.948 Fb = 640.052 /a aFad C 1.33•( 1 fm ` • = x 10 1/ 7b 6 /p L' 7` (�'1 Gy .3 ? `7p G' 5 Mmax . Fb •M Mmax 6.952 � / / Mmax should be less than Mm and Ms OG/ � 1 / 43 # 6- IGNACIO 1 CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB 16 1.6040/ 7'7O</ SHEET NO iC OF ?r CALCULATED BY CHECKED BY SCALF C DA DATE_ 04," (tica 47 6Z 2h 2 F I Z 4 ) ,5 I t I 4- & 33 a 7L ko Oz. id /9 s -9, ' 1 7t r eth J 0 4 / CIO f F 5 - 3( I 1 .9..frz-' 4/'5 ', 0' .., IN 0 t /. - / Z. /1,09 ri . i t ---1 I fr hei' .- / i ...• i, .....0,0 -- -1 .----- - - . . t-- 1-- il -- _ [ - / ; . )(16 1 , 4/ • i 4 ?, & 1 i r 1 t I _ F 1 i IGNACIO 1 CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB 16 1.6040/ 7'7O</ SHEET NO iC OF ?r CALCULATED BY CHECKED BY SCALF C DA DATE_ k : - HOLLOW MASONRY WALL DESIGN w/ wind increase 1.33 /&' 9F &d' LOCATION- ---- -1 nd floor right wall at the door — PROJECT—Soto Res. Add -- Masonry Steel 6 Area of empty fin := 1500 Em := 900-fin Em = 1.35 x 10 mas. wall (in2 per ft) Fs := 24000 Es = 29000000 Awe := 30 Faceshell thickness tfs := 1.25 Lenght of wall TOTAL b := 48 # of grout.cells w/ rebars Neel 3 Lenght of wall SOLID Gray Load Nil := 14880 lbs bw := Ncel 8 Moment (Wind) Mw := 61973 in lbs Width of wall H := 7.625 d := H 2 Area of 1 rebar areb := .31 Net Masonry Area Radius r:= 2.8 Es n:_ — Em k= 0.372 lj 1 n= 21.481 j := jjl.jj2 jjl = 0.015 d = 3.813 An := H•bw + Awe (b — bw) + [ Awe Height of wall h:= 10.17.12 h = 122.04 [ As•n— [tfs•(b — bw)] ] + Jlj (As•n) + [tfs•(b — bw)] ] + Ltfs •[bw•(b — bw)]] + (2•d- bw•As•n) (d.bw) (d•bw) w:= k•d w = 1.417 in 1 (k•d•bw) + [.(b — bw)•L2 [— tfs As ro := ro = 5.082 x 10 3 (b•d) jj2 := d — (.4 + [2 tfs (b — b« )] LL [(k d) —] L d — / J + L�d — (k.d2) jj2 = 59.28 j = 0.878 bw = 24 Steel area As := Ncel•(areb) Net Masonry Area An = 243 tfs)l_ fa := — Pdl Fa := fm.0241 - Fa = 338.653 140.r Fb := [1.33.1—.2m1 - fa Fb = 603.765 Mm:= .5.Fb.k.d.bwfd - r1 + [Fb-tfs.(b - bw)].[[1 - tf l]td - (1] + - ( Ms := As.Fs. j-41.33 Mm= 6.823 x 10 Ms = 9.933 x 10 fa = 61.235 /9 ole g 1 - Mmax Mw Mmax = 6.826 x 10 (p 10 O Fb Mmax should be less than Mm and Ms 05 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB ()7 1 45/006Z/C-8" . *eke/ri oy SHEET NO t 46 OF ia CALCULATED BY 7. C- DA .3 ZSA CHECKED BY SCALF DATE .-&C 6T ,veni,/ ege 6e A (05 33)‘forneili 0 ( 1 * . ig 4- °3 \\ 0, /2-) 7 390 L_L 9/d odtiz, , .4/25 0 /0 1 7 4 i'Z' A? , _ 1 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB ()7 1 45/006Z/C-8" . *eke/ri oy SHEET NO t 46 OF ia CALCULATED BY 7. C- DA .3 ZSA CHECKED BY SCALF DATE AXIAL + BENDING (OUT OF PLANE) MASONRY WALL (W/ 1.33 wind increase) 2/ of3 PROJECT —Soto Residence Add -G. floor left wall - - -- Input Data Gray load Pd1:= 910 Moment (Wind) Mw := 8626 Height of wall (inches) h:= 122 Masonry allow compresive stress fm := 1500 From MASONRY DESIGN TABLES: Try reinforcing bars #5 @ 40" Net Masonry Area An := 42.8 Radius r := 2.63 M allowable Mallow := 10381 fa = Pdl fa = 21.262 An = 46.388 if it is <99 then �" Fa = [ r 4 \ I•finl• 1 — 1 (140.0 1 2 11 Fa = 333.83 Check if fa <1 33Fa Fb := [1.3333(--).1n11 — fa Fb = 645.388 [I.3333[().]] 3 Mmax .= Mw Mmax = 8.91 x 10 Fb Mmax = 8.91 x 10 < Mallow = 1.038 x 10 Mmax should be Tess than Mallow Ibs Ibs.in OK a c QT 6. tzvd/ 5- ? a " i 1 11111111111111MEME i - Tl I R ,.. is evo = 4 f/4 )5 P/ / 4 4 Ok ( 7) 7 4 6 47,e ip(? )( 45)] 7 ( 0 -7- ar0,3 , g 6 P O,J 46 ea,z5 0 P,13) , V J - e, F * 1/ 33 16(.4F1 /9 ,/ I mo' I �\ I 1) s 2 I -%- % - t_j_6/ 4 ll I xe, S" ' • , 40 ,,,, I 4 e MA - 4 (..) A 6 I, - __, 0 ,...-0 I�_ 1 si , i 4341 x f?,5 4 7P/a I�\ v 1 - 4 / 1 Rtooe 409 6 ,, e71 3 _ 4 49 1 4 I V p t e--- A,. I, ■ AO , /0" .... . A...1Z 4 1 A 0 e smivezir) / AME NEER c.)" _.÷._ i 1 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS 1 JOB age) gez,vbaire &Os nev - SHEET NO 1 L OF 5a CALCULATED BY —Z. C DATE 405 of CHECKED BY DATE SCAI F I i 1 I .41,4 El T 1 ! 1 , L e 5ir * 5v if 1,- C., 0 ; Z MIN N.) . ., A i o I _ r A um ., pA?(,) 6, 1— Hr ___......_ ._. .......______ _____,. , ) - -,-- — •-l• • 1 A .. .5ti St.,e I z J Ai_ Z' I - C 111 ' 0 /42, r-- 1 1 E I 1 , IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKEU. AVE # 902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 PIT (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS JOB 2y '5i &9.710/4_, SHEET NO Z oF CALCULATED BY 2 C DA CHECKED BY DATE SCALF IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI FL. 33129 FLORIDA CERTIFICATE No.56755 Pit (305)8609737 Far (305) 8603659 DESIGN CALCULATIONS JOB aro takEZ5mtler6 667a7ciej SHEET NO_____ 2- OF ad ___ CALCULATED BY_ 1; C DATE (3 2r eid CHECKED BY_ DATE SCALF A- — T Z Z CO 6c) id 6 ni 2 4/ -E /ip'e:- i . i 1 1 -41ffl j• ---- lila iiiiiiiii*i 11,1111111i P" 11 1 / I 1T I W80 4 ).-D /'-',0 a. 11 e et i tr" \ 4Zz. it- F —7; -4t) ,, 19/11. t or / .., (1 1 C.2y i\ - 7tth el- 7 - r ' va il 111 1 soniiiiiii 1 ---- I I d_ IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE # 902 MIAMI FL. 33129 FLORIDA CERTIFICATE No.56755 Pit (305)8609737 Far (305) 8603659 DESIGN CALCULATIONS JOB aro takEZ5mtler6 667a7ciej SHEET NO_____ 2- OF ad ___ CALCULATED BY_ 1; C DATE (3 2r eid CHECKED BY_ DATE SCALF STEEL COLUMN PLATE Project -- --Soto Residence Addition------ - 2S' of 3 ,eL Element —steel column-- ---- -- -- Comp. Axial Load P := 7 kips Plate Width B:= 12 in Plate Height N:= 12 in Plate cantilever m m := 4.5 in Specified compression fc := 3 ksi concrete strength Specified minimum Fy := 36 ksi yield stress Area := B•N Area = 144 0.049 fP := Area fP = Fp := 0.35•fc Fp = 1.05 ksi fp = 0.049 fp < Fp Fp = 1.05 rr Pd �� 9 it tp := (2•m)•L tp = 0.331 in �/ej y /2 X Y Plate thickness should be >= tp 4 __AL_t edoillool- 7 1 / ot, 9 5 6 :;1Zc4 I 1 I I 1= rodo zwei lax) /,oFt. ev -._4_..- Ici'F • -- --4 - -- te'e it 0* 7-me 2t7 oc- I 1 i 1 Pe0 1 4 LL ' A. , FT n6 , , .,■- 1---- , I I 4 i : 72--- --) I . . 4 i ' I . r I 1 I • 1— 1-- 1 J , _ , IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICK ELL AVE # 902 h 6 n t4 1:47 fi 71/LA cr a40}1) /0,0 47 JOB 6072) ga7 e Woe rio (./ SHEET NO 2/, OF d MIAMI, FL. 33129 CALCULATED BY -2, C DATE FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax (305) 8603659 DESIGN CALCULATIONS SCALF CHECKED BY DATE IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE #902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax: (305) 8603659 DESIGN CALCULATIONS JOB 4 147-9 SHEET NO 2 9- OF CALCULATED BY -7• C- DATE 9Z 5- /Qy CHECKED BY DATE SCAT F 11111111111111111•111FM 1111 ■ M� P■EN� fro 11015 211 111111111111i RiEEM 111111111•MISEELMIUMMINEMEMEMEINE"EilEME 111111111111•1111111•11511111111••11111•11111•111111M11111•• IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE #902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax: (305) 8603659 DESIGN CALCULATIONS JOB 4\74 SHEET NO 2,E3 OF ✓ c 2 CALCULATED BY r� e- DATE -i / / y r� CHECKED BY DATE / SCALE 111111111161 Mrdireiffilliiiiiiiiinn IMINIIIIMI111 111 NE MariffirkamarromaillitiiiiNFAINI • MIIIIIIPINIWAWMEEMMENISIMAINIMEIBIEF e ACME= in 1011 111111 11111 MEDIERMEIEMPERIMEMIIIMINME iiiiiuiuiiiuuui__1 • - ` • 111111111111111111111.1111111111111M ME ! MEM IMO NIEJ IREEMEME IIIIM 1l IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE #902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax: (305) 8603659 DESIGN CALCULATIONS JOB SD 7 SHEET NO OF a ✓ Q CALCULATED BY -ii C.- DATE Z57 CHECKED BY DATE SCAI F 3® Oef? (t- 1--( # vet 1 renft- 1 5 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 2333 BRICKELL AVE #902 MIAMI, FL. 33129 FLORIDA CERTIFICATE No.56755 Ph: (305)8609737 Fax: (305) 8603659 DESIGN CALCULATIONS JOB SHEET NO OF CALCULATED BY CHECKED BY DATE SCAB F DATE Z. /, 3 ( 1. �� sue "e /9.153 ) /fyJ 26,...15 1 rC -3 ei FLEXURE 2,.1- Coefficients for design of rectangular beams with tension reinforcement only, f, = 3000 psi Reference: ACI 318-89 Sections 9.3.2, 10.2, and 10.3.1 - 10.3.3 and AC1318R. -89 Section 10. 3 / pp 3 , I, ' cId i. Ll8 (to IPs) a =IC", ft-kips 4 13, = 0.85 where K = 4bf� �!. a I - (and) ° = a.so, =1- 0.59w 48 =p and F = bd /12,000 (from FLEX- URE 6) Also cbltl a A nn sq ht.) where a = 4)44,112,000 160 K. P a. 4-. 0.0278 - 0.3. d P L= 40.000 1= 9000 f, 60.000 a. P° cid ald J. 0.020 53 0.0014 2.96 0.0012 3.71 0.0010 4.45 0.028 0.024 0.588 0.030 30 00023 2.95 03018 3.68 0.0019 4.42 0.042 0.035 0.982 0.040. 105 0.0030 2.93 00024 3.66 0.0020 4.39 0.056 0047 0.976 0.050 131 0.0038 2.91 0.0030 3.64 0.0095 4.37 0389 0.054 0.971 0.060 156 0.0645 2-84 0.0036 3.62 0.0030 434 0.083 0.071 0.965 0.070 181 03053 2.88 . 0.0042 3.60 0.0035 4.31 0.097 0.003 0.95 0.080 206 0.0060 236 0.0041 3.57 0.0040 4.29 0.111 0.094 0.953 0.090. 230 0.0068 284 0.0054 3.55 0.0045 436. 0.125 0.106 0.947 0.100 254 0.0075 2.82 04060 333 0.0050 4.23 0-139 0118 0-941 0.110 278 0.0083 2.81 0.0066 3.51 .0 55 4.21 -. 0.153 0.130 0.935 0.120 301 0.0090 .2.79 . 00072 3_48 00060. 4.18 0.167 0.142 0.929 0.130 324 0.0098 277 0.0078. 3.46 .. 0.0065 4.1.c. 0.180 0.153 0 . 0140 347 00105 2.75 0.0084 3.44 0.0070 4:13 0.194 0.163 0.917 0.150 369 0.0113 2.73 0.0090 3.42 0.0075 4.10,. 0.208 0.177 0.912 0.160 391 0.0120 2.72 0.0096 3.40 023080 4.08 0.222 0.189 0.906 0.170 413 0.0I28 3.70 0.0102 3.37 0.0085 4.05 0.236 0201 0300 0.180 434 0.0135 2.68 0.0108 3.35 0.0090 4.02 - 0.250 0.212 0.894 0.190 455 0-0143 2.66 0.0114 333 0.0095 4.00 11264 0.224 0.888 0.310 476 0.0150 2.65 0.0120 3.31 0.0100 3.97:. 0.278 0236 0.881 0.210 497 0.0158 2.63 0.0126 339 0.0105 394 0.41 • 0248 41876 0.220 117 • 0.0165 2.61 0.0132 3.26 011110 332 0.305 0.260 0.870 0.230 537 0.0173 259 0.0138 3.24 0.0115 3.89 0.319 0271 0.864 0283 0.858 0.240 556 0.0180 238 0.0144 3.22 00120 0.0125 334 0347 0.295 0.853 0.260 594 0 2.54 0. 0 so 3_17 0.0130 3.82 0.361 0.307 0.847 0.270 613 0.0203 232- 0.8262 3.15 0.0135 3.7 0323 0319 0.841 0.280 631 0.0210 230 0.0168 3.13 0.0140 . 3.76 0.389 0.330 0.835 0.290 649 0.0211 2.49 0.0174 3.11 00145 373 0.A' 03 0.829 0.300 667 00725 2.47 0.0180 - 3.09 0.0150 3.70 0323 0.310 684 0.18'33 2.45 0.0186 3.06 00155. 3.68 0.430 0.366 0.320 701 0.0249 2.43 0.0192 3.04 0.0160 3_65 0.444 0.378 0.811 0.330 x458 0.389 0.805 718 0.0248 2.42 0.0198 3-02 0340 734 0.0255 2.40 0.0208 300 0.41 0.470 0.4411 0.799 0.79 0.350 730 0.0163 2 0.4 38 0 0.4 0.788 0.360 766 0.0270 236 48 0.514 0.437 5 0.782 0.370 781 00278 235 • 0.0206 tom e"'" *Values of p above light rde are less than p p,. = 200/f. as provided in Section 10.5.1 of AC13I8 -89. for use of this Design Aid. 900 Flexure Examples 1 -5; 8. 9. 11-13, and 15-17. Vocal Grout Mortar Spacing Bedding Units Gross Section Propertiesu Ah ! ' t ;nee r (in t) (mitt) (inalft) (rttlif1) {m5#) Wan Weights ( t for Concrete Densities (per at 80 95 105 115 125 135 0.0,11 0 N N 0, oMnr•-. ohN oo ryry if ry tir ry� O ) I © M a N r o- 26.9 32.0 35.4 38.7 42.1 45.5 26.9 32.0 35.4 38.7 42.1 45.5 50.8 60.4 66.7 73.1 79.4 86.8 70.2 75.3 78.7 82.0 85.4 88.8 43.2 482 51.6 55.0 58.3 61.7 37.8. 42.8 462 49.6 52.9 58.3 1 35.1 40.1 43.5 46.8 50.2 53.6 33.4 38.5 41.9 452. 48.6 52.0 32.4 37.4 40.8 44.1 47.5 50.9 316 386 40.0 43.4 46.7 50.1 31.0 36.1 39.4 42.8 46.2 49.5 30.6 356 39.0 423 45.7 49.1 Concrete Masonry Section Properties Table 8.1: 6 Inch Single Wythe Section Properties Section 6 J'Z oF�ll Vertical Grout Spacing Mortar Units (in) Bedcfing Hollow none Face Shen Hollow none Fun 100 % Said none Hollow 16 o.c. Face Shen Hollow 24 " o.c. Face Shell Hollow 32' o.c. Face Std Hollow 40 `oc. Face Shell Hollow 48 `oc. Face Shell Hollow 56 ° o.c. Face Shell Hollow 64' o.c. Face Shill Hollow 72 o.c. Face Shell Wan Weis Ob!ft for Gross Section Properties' Concrete Densities (pc) of. \I l atitT4 'gate s rxriwo t (m'ilt) (ilti) 80 95 105 115 125 1 135 24.0 139.3 0.3 46.3 208 322 139.3 9.3 49.5 208 B.O 63.3 1.63 - --- - -___ 1_30 63.3 1.83 46.6 158.1 155.1 55.1 1.79 39.1 151.8 146.8 522 1.87 35.3 148.7 142.7 50.7 1.91 33.0 146.8 1402 49.9 1.94 31.5 145.5 138.6 49.3 1.96 30.5 144.6 137.4 48.9 1.98 29.6 144.0 .136.5 48.5 1.99 29.0 143.5 135.8 48.3 2.00 20.6 24.5 27.1 29.6 322 34.8 20.6 24.5 27.1 29.6 322 34.8 37.5 44.5 49.2 53.9 58.6 63.3 512 55.1 57.7 60.2 62.8 65.4 32.1 36.0 38.5 41.1 43.7 48.3 28:3 32.1 34.7 37.3 39.9 42.5 26.4 302 32.8 35.4 38.0 40.5 25.2 2941 31.7 34.2 36.8 39.4 24.4 28.3 30.9 336 36.0 38.6 236 27.5 306 32.9 35.5 38.1 23.5 27.4 29.9 325 35.1 37.7 232 27.0 29.6 37 7 34.8 37.4 Table 6.2 8 Inch Single Wythe Wan Section Properties Section properties used for stress calculations are based on the net section through the bed joint (A., 1 ) and S . Section properties associated wide -deformations are based on the average net section through the block (1. and r )). z Section properties for vertical cross section (for hollow - fact shell and full mortar bedding, for 100% solid, and for solid grouted) are identical to those shown for a horizontal. cross section. 6-3 P = 2,000 t', = 3 000 psi ...._ Bar Size a oing n) , A, ft) 1r, (In I MR blft) Be Bar sing t) (1n ) M (In -Ittll Oar _ Size Bar i) " (Ili" M (In-lb/ft) Bar Size Bar 'Spacing fin) A. (10 ft) . M (in- ibtft) 8 1.19 , 51 38,604 48 0.11 12,336 2 . 1.19 49,827 46,289 42,243 40,818 37,777 37;283 35,721 33,880 32,488 32,468 32,308 28,191 26,718 24,920 24,390 21,993 20,119 16,861 18,804 17,423 16,882. 18,882 16,495 14,924 14,682 14,470 13,200. 12,881 CCI sr A m -ffi to m 40 tri m to sl r .m t'aD -it CD f ir #H Ng- .cr to 48 0.11 12,512 8 0.90 34,328 24 0.10 11,288 8 0.90 24 0.10 11,409 8 0.88 31,671 n 0,10 11,076 3 0.86 72 0.10 11,285 18 0.69 30,084 96 0.10 10,769 16 0.59 96 0.10 10,997 8 0.47 28,639 86 0,09 10,574 5 0.47 86 0.09 10,728 18 0.48 28,012 40 0.09 10,494 16 0.45 40 0.09 10,834 24 0.40 28,923 64 0.08 9, 24 0,40 64 0.08 9,384 18 0.33 28,807 48 0.08 8,800 16 0.33 48 0.08 8,908 8 0,30 24,011 120 0.08 8,818 9 0.30 120 0.08 8,797 24 0,30 24,834 32 0.08 8,528 24 0.30 32 0,08 8,629 32 0.30 24,728 98 0.08 8,307 32 0.30 96 0.08 8,441 40 0.24 22,979 72 0.07 8,224 40 0.24 72 0.07 8,342 18 0,23 22,827 58 0.07 7,643 18 0.23 88 0.07 7,636 32 0.23 22,888 40 0.06 8,861 32 0.23 40 0.08 6,943 CD 24 0.22 22,387 ti 120 0.08 CD 24 0,22 120 0,06 6,763 48 0.20 21,535 84 0.06 - 6,948 6,600 48 0.20 84 0.08 6,681 40 0,18-- 19,777 98 0.06 6,168 40 0.18 98 0.08 6,286 86 0.17 18,462 72 0.05 5,886 56 0.11 • 72 0.08 5,939 32 0.17 18,199 48 0.05 5,783 32 0.17 48 0.05 5,811 24 0.16 17,143 120 0.04 4,934 24 0.18 120 0,04 5,006 18 0.18 18,614 86 0.04 4,931 18 0.16 86 0.04 4,981 48 0.15 , 18,614 .. 98 0.04 4,400 48 0.18 98 0.04 4,464 84 0.15 18,184 • 84 0.04 4,314 84 0.16 84 0,04 4,369 40 0.13 14,898 72 0,03 3,838 40 0.13 72 0.03 3,874 72 0.13 14,369 120 0.03 3,820 72 0.13 120 0.03 3,583 88 0.13 14,240 96 0,03 2,876 68 0,13 98 0.03 2,906 32 0.12 13,010 120 0,02 2,301 32 0,12 120 0.02 2,325 84 0.11 12;460 • 84 - 0.11 TABLE3.2.2.3: Reinforced Wall Properties for gad Combinations Including Wind ' or Seismic Concrete Masonry Wall Properties Steel Rpinforcentent Properties 8 In k 29,000,000 psi (Table Arranged by Increasing M Fo Effective h d 3,5125 In F 80,000 pal Out-of-Plane Resisting Moment and Shear for Bars Positioned In the Center of /all S 2.000 psi = 3,000 psi l CONCENTRICALLY LOADED INDIVIDUAL SQUARE FOOTINGS fi = 3,000 psi f„ = 60,000 psi FACTORED SOIL PRESSUR.5 1600 peP (SAFE BEARING PRBSSURB 1009 psO Inc BARS EACH WAY FACTORED SIZE 0 THICK- COL. MAXIMUM WEIGHT VOLUME OF COLUMN NESS SIZE SPACING OF BARS CONCRETE CAPACITY (IN) (IN) (NO;SIZE) (IN) (LBS) (CU. YD.) (KIPS) 4 6" 12 10 6 -0 4 9.6 32 0. 28 5 0" 12 10 7 -0 4 9.0 42 0.9 35 5'- 6" 12 10 5 -0 5 15.0 52 1.1 42 6'- 0" 12 10 5 4 5 16.5 57 1.3 50 6'- 6" 12 10 6 -0 5 14.4 75 1.6 59 7'- On 12 10 6 -0 5 15.6 81 1.8 68 7'- 6" 12 10 7 -0 5 14.0 102 2.1 78 8'- 0" 12 10 7 -0 5 15.0 110 2.4 89 8'- 6" 12 10 8 -0 5 13.7 134 2.7 100 9'- On 13 10 9 -0 5 12.8 160 3.3 111 9'- 6" 13 10 7-# 6 18.0 189 3.6 124 10'- 0" 14 10 8 -0 6 16.3 228 4.3 136 10'- 6" 14 10 9 -0 6 15.0 270. 4.8 149 11'- 0" 15 10 9-# 6 15.8 284 5.6 162 11'- 6" 16 10 13 -0 5 11.0 298 6.5 175 12'- 0" 16 10 11 -0 6 13.8 380 7.1 190 12 6" 17 10 11 4 6 14.4 397 8.2 204 13'- 0" 18 10 12 -0 6 13.6 451 9.4 217 13'- 6" 18 10 10 -0 7 17.3 531 10.1 234 14'- 0" 19 10 10 -0 7 18.0 552 11.5 248 14'- 6" 19 10 11 -0 7 16.8 630 12.3 266 15'- 0" 20 10 11 -0 7 17.4 652 13.9 281 15'- 6" 20 10 13 -0 7 15.0 797 14.8 300 16'- 0" 21 10 13 -0 7 15.5 824 16.6 316 16'- 6" 21 10 14-0 7 14.8 916 17.6 336 17'- 0" 22 10 15 -0 7 14.1 1012 19.6 351 17'- 6" 23 10 15 -0 7 14.6 1042 21.7 367 18'- On 23 10 16 -0 7 14.0 1145 23.0 388 18 6" 24 10 16 -0 7 14.4 1177 25.4 404 19 0" 24 10 14 -0 8 17.1 1383 26.7 426 19'- 6" 25 10 14 -0 8 17.5 1420 29.3 442 20 0" 25 10 15 -0 8 16.7 1562 30.9 465 CONCENTRICALLY LOADED INDIVIDUAL SQUARE FOOTINGS fe = 3,000 psi f,, = 60,000 psi FACTORED SOIL PRESSURE 3200 !WOMB BEARING PRESSURE 2000 pd) MIN. BARS EACH WAY FACTORED SIZE 8 THICK COL. MAXIMUM WEIGHT 'VOLUME OF COLUMN NESS SIZE SPACING OF BARS CONCRETE CAPACITY (IN. (IN3 (NOr$IZE) OW (LBO (CU. Y0.) (KIPS) 4'- 6 "• 12 10 6 -0 4 9.6 32 0.8 61 5'- 0" 12 10 7 -0 4 9.0 42 0.9 75 5'- 6" 12 10 5 -0 5 15.0 52 1.1 90 6'- 0" 12 10 8 -0 4 9.4 59 1.3 108 6'- 6" 13 10 7 -0 5 12.0 88 1.7 126 7 0" 14 1.0 7 -0 5 13.0 95 2.1 145 7 6" 15 10 6 -0 6 16.8 126 2.6 165 8'- On 16 10 9-05 11.3 141 3.2 187 8'- 6" 17 10 10 -0 5 10.7 167 3.8 210 9'- On 18 10 8 -0 6 14.6 204 4.5 234 9'- 6" 18 10 7-0 7 18.0 258 5.0 260 10'- 0" 19 10 8 -0 7 16.3 311 5.9 287 10'- 6" 20 10 12-# 6 10.9 360 6.8 314 11'- On 21 10 9-# 7 15.8 386 7.8 343 11'- 6" 22 10 10 -4 7 14.7 450 9.0 372 12'- 0" 23 10 11-0 7 13.8 517 10.2 403 12'- 6" 24 10 9-0 8 18.0 577 11.6 414 13'- On 25 10 12 -0 7 13.6 613 13.0 467 13'- 6" 25 11 14 -4 7 12.0 744 14.1 503 14'- 0" 26 11 11 4 8 16.2 793 15.7 538 14'- 6" 27 11 12 -0 8 15.3 897 17.5 573 15'- 0" 28 12 12 -0 8 15.8 929 19.4 610 15'- 6" 28 12 11 -0 9 18.0 1122 20.8 651 16'- 0" 29 12 14 -0 8 14.3 1159 22.9 689 16'- 6" 30 13 15 -0 8 13.7 1282 25.2 728 17'- On 31 13 16 -0 8 13.2 1410 27.7 768 171- 6" 31 13 17-# 8 12.8 1543 29.3 814 18'- 0" 32 14 14 -0 9 16.2 1666 32.0 855 18 6" 33 14 15 4 9 15.4 1836 34.9 898 19 0" 33 14 16 -0 9 14.8 2013 36.8 947 19'- 6" 34 15 17 -0 9 14.3 2196 39.9 991 20'- 0" 35 15 17-# 9 14.6 2254 43.2 1035 FORM 600A -2001 , , , FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: Soto Addition 809 NE 105 St Miami, FL Mr & Mrs Soto South Builder. Permitting Office: Dade County Permit Number: Jurisdiction Number 23100 1 . New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (11 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Raised Concrete b. Slab -On -Grade Edge Insulation c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A I hereby certify that the plans and specifications covered by this calculation are in compliance.with the Florida Energy Code. PREPARED BY: Mendez Profess. iOra�al;Ef DATE: c `f I hereby certify that this building, as designed, is in compliance with the Florida Energy Code OWNER/AGENT: DATE: Single Pane 58.0 ft 0.0ft 0.0 ft Addition Single family 1 1 No 955 ft Double Pane 0.0 ft 0.0 ft 0.0ft tl _ R 0.0, 27.0(p) ft _ c. A a. Electric Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A 14. Hot water systems R =3.0, 967.0 ft is Resistance 955.0 ft Sup. R=6.0, 25.0 ft _ c. 15. (HR- DHP- HVAC is . (CF i ,_ r., a E• HF peho PT -Prow MZ-C- • no cooling, MZ- H- Multizone heating) b. N/A Total as -built points: 10980 Glass /Floor Area: 0.06 Total base points: 13905 PASS nergy - u • -, (Version: FLRCPB v3.30) stat, Cap: 28.4 kBtu/hr SEER 12.0 Cap: 17.0 kBtu/hr COP: 1.00 - Cap: 1.0 gallons _ EF:99.00 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed ....� a this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: FORM 600A -2001 1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 609 NE 105 St, Miami, FL, PERMIT #: BASE GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 966.0 32.50 5686.8 WALL TYPES Area X BSPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 967.0 2.70 2610.9 967.0 2610.9 DOOR TYPES Area X BSPM = Points Adjacent Exterior Base Total: 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 J CEILING TYPES Area X BSPM = Points Under Attic Base Total: 532.0 2.80 1489.6 532.0 1489.6 FLOOR TYPES Area X BSPM = Points Slab Raised Base Total: 27.0(p) -20.0 -540.0 548.0 -2.16 - 1183.7 - 17233 INFILTRATION Area X BSPM = Points 955.0 18.79 17944.4 Summer Base Points: 25908.0 Total Summer X System = Cooling Points Multiplier Points 25908.0 0.4266 11052.4 AS -BUILT Type /SC Overhang Omt Len Hgt Area X SPM X SOF = Points Single, Clear Single, Clear Single, Clear As -Built Total: S 2.0 6.0 S 2.0 6.0 W 2.0 9.0 19.0 66.93 19.0 66.93 20.0 70.53 68.0 0.79 0.79 0.94 1010.6 1010.6 1321.0 3342.3 Type R -Value Area X SPM = Points Concrete, Int Insul Exterior As -Built Total: 3.0 967.0 967.0 2.70 2610.9 2610.9 Type Area X SPM = Points As -Built Total: 0.0 0.0 Type R -Value Area X SPM X SCM = Points Under Attic As -Built Total: 19.0 955.0 3.72 X 1.00 966.0 3552.6 3662.6 Type R -Value Area X SPM = Points Raised Concrete Slab -On -Grade Edge Insulation As -Built Total: 0.0 548.0 0.80 0.0 27.0(p) -20.00 676.0 438.4 -540.0 -101.6 Area X SPM = Points 955.0 18.79 17944.4 Summer As -Built Points: 27348.6 Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 27348.6 1.000 (1.067 x 1.165 x 0.90) 0.284 1.000 8694.4 27348.6 1.00 1.119 0.284 1.000 8694.4 EnergyGauge DCA Form 600A -2001 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 609 NE 105 St, Miami, FL, PERMIT #: 1 EnergyGaugeTu DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 955.0 2.36 405.7 Single, Clear S 2.0 6.0 Single, Clear S 2.0 6.0 Single, Clear W 2.0 9.0 As -Built Total: 19.0 4.49 1.05 19.0 4.49 1.05 20.0 5.49 1.00 58.0 89.6 89.6 109.7 288.9 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 967.0 967.0 0.00 0.60 0.0 580.2 580.2 I Concrete, Int Insul, Exterior 3.0 As -Built Total: 967.0 1.20 867.0 1160.4 1160.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic Base Total: 532.0 532.0 0.10 53.2 53.2 Under Attic 19.0 As -Built Total: 955.0 0.14 X 1.00 955.0 133.7 133.7 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 27.0(p) 548.0 -2.1 -0.28 -56.7 -153.4 -210.1 Raised Concrete 0.0 Slab -On -Grade Edge Insulation 0.0 As -Built Total: 548.0 1.00 27.0(p) -2.10 575.0 548.0 -56.7 481.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 955.0 -0.06 - 57.3 955.0 -0.06 -57.3 Winter Base Points: 771.6 Winter As -Built Points: 2017.0 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 771.6 0.6274 484.1 2017.0 1.000 (1.085 x 1.137 x 0.91) 2017.0 1.00 1.123 1.000 1.000 2264.3 1.000 1.000 2264.3 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 609 NE 105 St, Miami, FL, PERMIT #: 1 EnergyGaugeTu DCA Form 600A -2001 FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 609 NE 105 St, Miami, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors Exterior & Adjacent Wails Floors Ceilings Recessed Lighting Fixtures Multi -story Houses Additional Infiltration reqts SECTION 606.1 ABC.1.1 606.1 ABC.1.2.1 606.1.ABC.1.2.2 606.1.ABC.1.2.3 606.1 ABC.12.4 606.1.ABC.1.2.5 606.1.ABC.1.3 REQUIREMENTS FOR EACH PRACTICE Maximum:.3 cfm/ - • .ft. window area .5 cfm/- • .ft. door area. Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; 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. Penetrations/openings >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Between walls & ceilings; penetrations of ceiling plane of 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. 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 rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air._ -- CHECK [/ v COMPONENTS Water Heaters SECTION 612.1 Swimming Pools & Spas Shower heads Air Distribution Systems HVAC Controls Insulation 612.1 612.1 610.1 607.1 604.1, 602.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (qas) must be provided. External or belt -in heat trap required. 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 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. CHECK 6A - 22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. REQUIREMENTS EnergyGauge DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.1 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types - a. Raised Concrete R=0.0, 548.0ft - b. Slab -On -Grade Edge Insulation R41.0, 27.0(p) ft _ c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R =3.0, 967.0 ft _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A Single Pane ft 0.0 ft 0.0 ft Mr & Mrs Soto, 609 NE 105 St, Miami, FL, Addition _ 12. Cooling systems Single family _ a. Central Unit 1 _ 1 _ b. N/A No _ 955 ft c. N/A Double Pane - 0.0 ft2 3. Heating systems 0.0 ft2 a. Electric Strip 0.0 if b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar _ DHP- Dedicated heat pump) R =19.0, 955.0 ft _ 15. HVAC credits _ (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, _ PT- Programmable Thermostat, Sup. R=6.0, 25.0 ft _ MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 28.4 kBtu/hr _ SEER: 12.00 - Cap: 17.0 kBtu/hr - COP: 1.00 - Cap: 1.0 gallons _ EF: 99.00 _ 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: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStcr designation), your home may qualify for energy efficiency mortgage (EEM) 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 www.fsec.ucfedu 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 EnergyGauge® (Version: FLRCPB v3.30) Location for weather data: Miami - User customized: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (78F) Humidity difference(56gr.) Winter design temperature Winter setpoint Winter temperature difference 47 F 70 F 23 F Summer design temperature Summer setpoint Summer temperature difference 95 F 75 F 20 F Total heating load calculation 17102 Btuh Total cooling Toad calculation 27067 Btuh Submitted heating capacity Total (Electric Strip) /o of talc Btuh % 99.4 17000 Submitted cooling capacity Sensible (SHR = 0.73) Latent Total % of calc Btuh 109.2 20732 94.8 7668 104.9 28400 Btuh Door total 0 Load component Load Load Window total Window total 58 sgft 2958 Btuh Wall total 967 sgft 5705 Btuh Door total 0 sgft 0 Btuh Ceiling total 955 sgft 2388 Btuh Floor total Btuh Subtotal 0 Btuh Infiltration 200 cfm 4405 Btuh Internal gain 17102 1800 Btuh Subtotal(sensible) 17256 Btuh Duct gain 1726 Btuh Total sensible gain 18982 Btuh Latent gain(infiltration) 7625 Btuh Latent gain(intemal) 460 Btuh Total latent gain 8085 Btuh TOTAL HEAT GAIN 27067 Btuh Load component Load Window total 58 sgft 1543 Btuh Wall total 967 sgft 6479 Btuh Door total 0 sgft 0 Btuh Ceiling total 955 sgft 1146 Btuh Floor total See detail report 1872 Btuh Infiltration 207 cfm 5248 Btuh Subtotal 16287 Btuh Duct loss 814 Btuh TOTAL HEAT LOSS 17102 Btuh Mr & Mrs Soto 609 NE 105 St Miami, FL Residential System Sizing Calculation Summary Project Title: Soto Addition WINTER CALCULATIONS SUMMER CALCULATIONS FLRCPB v3.30 Code Only Professional Version Climate: South EnergyGauge® System Sizing based on ACCA Man PREPARED BY: DATE: 7. (''C'• PROCESS #: 132004111225 . 0 FOLIO #: 1122310120060 FEEPAYER: SOTO, ALBERTO 609 NE 105 ST MIAMI SHORES FEE DIST. CAT. TYPE ID CODE DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT FL 33138 BATCH: SITE ADDRESS: 609 NE 105 ST TOTAL AMOUNT DUE: PAID CHECK: PAID CASH: COLLECTION NO.: 64585 DATE; 1111512004 EXTENDED AMOUNT CATEGORY UNITS FEE DESCRIPTION AREA 1.0 5002 00 UNIT SIZE (SQ F11 7 7 9 0.9180 715.12 AREA 1.0 5098 00 CENTS ADJUSTMENT 1 0.0102 0.01 8715.13 $715.13 80.00 PAGE OF :O t) 20,00'(P &M) • 56.25' IU Q P r C 0 ca 9©• .1 Re v -. e t - 53 o 3' C.D.S. le .4. WALL (TYP) Scale: l " =20' 130.00'(P &M) 39.00' fro' A ' CHATTA IOn.CHEE' • o ' DRIVEWAY • . r • :. t URVEYORS PR URVEYOS Licensi iCiuMber 667 ` ) 64)_71.2707 AN e? PK. BLVD. • SurrE 108 • LAUDERHILL, FL 33313 21.20' 16.50' r 0 -i V fA 150.00 & M) LEGEND: - Ii-- --!r - X- DENOTES FENCE LINE -1///- DENOTES WOOD FENCE LINE ABBREVIATIONS: AL - ARC LENGTH - CENTER LINE CF - CALC FROM FIELD MEASURE CR - CALc FROM RECORD INFO DB - DEED BOOK DE - DRAINAGE EASEMENT DME - DRAINAGE MAINTENANCE EASEMENT - CENTRAL ANGLE EASE - EASEMENT F.F. - FINISHED FLOOR FND - FOUND FPL - FLORIDA POWER & LIGHT L - LEGAL DENOTES ELEVATION SITE 15.10' 21.30' M OHC ORB P PC PCC PCP PK POB POC PRC PT RNJ RP SBR UE W/C W/M r 0 0. 12.05' 3' C.B.S. - WALL (TYP) 33.70' - MEASURED - OVERHEAD POWER CABLE - OFFICIAL RECORDS BOOK - PLAT - POINT OF CURVATURE - POINT OF COMPOUND CURVATURE - PERMANENT CONTROL POINT - PARKER KALON NAIL - PROPERTY LINE - POINT OF BEGINNING - POINT OF COMMENCEMENT - POINT OF REVERSE CURVATURE - POINT OF TANGENCY - RIGHT OF WAY - RADIUS POINT - SOUTHERN BELL RISER - UTILITY EASEMENT - WITNESS CORNER - WATER METER 1 0 0.50'S r 0 U1 NOTES: 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE. 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1929). 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. 5. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 7. DATE OF ORIGINAL FIELD WORK 9/21 toy PROPERTY ADDRESS: 609 NE 105 STREET MIAMI, FLORIDA LEGAL DESCRIPTION LOT 7 OF "CORRECTED PLAT GOLF VIEW ESTATES" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 41, PAGE 58 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA CERTIFIED TO: GLORIA GILBERT MELVYN TRUTE, P.A. ATTORNEYS' TITLE INSURANCE FUND,INC. HOMECOMINGS FINANCIAL NETWORK, ITS SUCCESSORS AND /OR ASSIGNS FLOOD ZONE INFO: COMMUNITY # 120652 PANEL & SUFFIX 0093 J FLOOD ZONE X BASE ELEV: N/A LOWEST FIN. FL. HOUSE: GARAGE: DATE OF FIRM: 7/15195 REVISION SCHEDULE: SURVEYOR'S CERTIFICATION: 1 HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLO - IDA STATUTES. SIGNED: 4 BOUNDARY DATE: lam Michael Carr, Professional Surveyor & M per Florida Registration No. 5092 (not valid without the signature and original seal of the Florida Licensed Surveyor and Mapper shown above) SYSTEM DESIGN AND SPECIFICATIONS o ' c ) Y01..q Ck-W ?1 T H - QA)t t TAJ C a ail • R SPECIFICATIONS BY: APPROVED 13Y: STATE OF. -FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION :pERIT DATE ISSUED: 24 30 01 DE 4016, 12/99 (Page 1) (Previous Editions 1 MOUND EXPIRATION DATE: May Be Used) Part 1 - Health Department Part 2 - Applicant Part 3 - Installer/Contractor Part 4 - Building Department PERMIT No. &414- 0761 DATE PAID: 3- 1- oy FEE PAID: 2 00,03 RECEIPT # s •scr-fo,.30/001 CONSTRUCTION PERMIT FOR; [X] New System [Pi] Existing System [ f1 Holding Tank [ Innovative [14 Repair [1-] Abandonment [ NI Temporary APPLICANT: I !. 4 % a PROPERTY ADDRESS: t•-+ it.• its • 1:-.-Piavuut: Tit"( e LOT: 7 BLOCK: SUBDIVISION: CI , C) it tit (SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] PROPERTY ID CI /I- 2.Z 11-0,/Z (OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF. SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SAFTISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. 1 . 3 I 2 T [12 0 ] GALLONS / GPD. SEPTIC TANK/AEROBIC UNIT CAPACITY MU___LICHAIKBERED IN-SERIES [X] A 1 1 GALLONS / GPD CAPACITY MULTI-CHAMBERED/IN-SERIES [ 3 N [ ] GALLONS GREASE INTERCEPTOR CAPACITY (MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS]' KA -- y, GALLONS DOSING TANK CAPACITY [ 1 GALLONS 8) [ ] DOSES PER 24 BRS # PUMPS 1 3 D [714 ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: po STANARD [ j FILLED [ I CONFIGURATION: [ ] TRENCH [ 1.01 BED E F LOCATION OF BENCHMARK: / a 1 Li I Gor,.0 T, ev • ELEVATION OF PROPOSED SYSTEM SITE [32, `i ] InganzsiFT] tausoyEas BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [w• 1 [iNdiEl1FT3 [ABovE4pla jow BENCHMARK/REFERENCE POINT D FILL REQUIRED: [ C ] /NCHIBS EXCAVATION REQUIRED: [ 7 1 INCHES k ia\TSTALL t 6 - OF SLIGT-I=X LIMITED ::•OIL ITITDE1 POITCYbY_ 07177' zt TITLE /dd. / ate; = CHID . 7 Page 1 of 3 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number assigned by CPHU. CONSTRUCTION PERMIT FOR: Check type of permit, if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. Box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character id number for property. (CHD may require property appraiser ID # or section/township /range/parcel number) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter 64E-6, FAC. DRAINFIELD: Minimum specifications from Chapter 64E-6, FAC. OTHER: Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department (CHD) personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by CHD EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. : 6 ?► 9 a a SUBDIVISION: ry PERMIT NO DATE PAID :. - 1 - FEE PAID: • p �. RECEIPT #: J � J /0.0 i 1 �...;- ��Yr�u [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR ' TAX -ID NUMBER] CONSTRUCTION PERMIT FOR! ] New System [ti Existing System [ ] Repair [ 0]- Abandonment APPLICANT: /1 , PROPERTY ADDRES LOT: 7 BLOCK PROPERTY ID — N' F LOCATION OF BENCHMARK : ,. #' • ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TOBE L D FILL REQUIRED: [ ' ] INCHES O . T H E R.. SPECIFICATIONS BY: APPROVED BY: [ STATE OF FLORIDA DEPARTMENT OF ` HEALTH ONSXTE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PE MIT SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH: SPECIFICATIONS•AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. •DEPARTMENT APPROVAL OF SYSTEM DOES `NOT :GUARANTEE .SAFTISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TINE.; ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR 'ISSUANCE OF THIS PERMIT, THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SOCH MODIFICATIONS MAY RESULT. IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT ;.FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 11 GO ] GALLONS / GPD SEPTIC TANK /AEROBIC UNIT CAPACITY A [ ] GALLONS / GPD _ CAPACITY N [ e ms- ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM K [ ] GALLONS DOSING TANK CAPACITY [ ] GALLONS ``® DATE ISSUED DH 4016, 12/99 .(Page 1) (Previous Editions Kay Be Used) Part 1 - Health Department Part 2 - Applicant Part 3 - Instalier /Contractor Part 4 - Building Department k MULTI CSAMEIN [ MULTI- CHAMBERED/IN- SERIES [ ] CAPACITY.SINGLE °TANK: 1250 GALLONS] ] DOSES PER 24 MRS # PUMPS [; 1 D [ 7i•. ]: SQUARE FEET 'PRIMARY DRAINFIELD SYSTEM R I— -- 3-SQUARE FEET SYSTEM -. A TYPE SYSTEM: [ ] STANARD [ FILLED" [ I CONFIGURATION:'. [ ] TRENCH I BED` I ] 2.1 ] -[INCHES /FT] [ABOVE /BELOW BENT MARK/REFERENCE POINT ]. LITNCREVFT1 [ABOVE /HELM BENCffidARR /REFERENCE POINT EXCAVATION REQUIRED: [ 7 ' ] INCHES $ Y° TITLE: Page 1 of 3 rwc....•4,J*'+aL�'T >/` :�w: Pam- nr. 1•_"' r+ d°+!' cv �w . °.*:'.br';�1`r.'i v >... :.an - «. --•y ..-- ....`.�... _ - `'S%: INSTRUCTIONS: PERMIT NUMBER: Permit tracking number assigned by CPHU. CONSTRUCTION PERMIT FOR: Check type of permit, if "Other" specify type in blank APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. Box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character id number for property. (CHD may require property appraiser ID # or section/township /range/parcel number) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter 64E-6, FAC. DRAINFIELD: Minimum specifications from Chapter 64E-6, FAC. OTHER: Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department (CHD) personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by CHD EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. CTOCEITUECOS SUITE 110 LLB, F3 �� . r� ►C� Property Appraiser's Parcel I.D. Number: 11- 22 -31- 012 -0060 WARRANTY DEED SUBJECT TO THE FOLLOWING :` Lazan, Trate & Robbins 998286820 1999 AN 03 071 INCOME 1,590.00 SURTX 0.1 MIRKY RINIlb CLERK DOE GUTTY: 1 THIS INDENTURE made this day of May, 1999, between Gloria Gi bert, a single woman, of the County of Palm Beach, State of Florida, individually, and as surviving spouse of George Gilbert, Deceased, party of the first part, and Alberto O. Soto and Josephine A. Podesta Soto, his wife, parties of the second part, of the County of Dade, State of Florida, whose post office address is: 609 N.E. 105th Street, Miami Shores, FL 33138. For Clerk's Use WITNESSETH, that the said party of the first part, for and in consideration of the sum of TEN ($10.00) DOLLARS, to her in hand paid by the said parties of the second part, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said parties of the second part, their heirs and assigns forever, the following described land, situate, and being in the County of Dade, State of Florida, to wit: Lot 7, GOLF VIEW ESTATES, according to the Plat thereof, as recorded in Plat Book 41, Page 58, of the Public Records of Dade County, Florida. 1. Taxes for the year 1999 and subsequent years; 2. Conditions, restrictions, limitations, and easements of record; 3. Zoning ordinances of applicable governmental authorities; And the said party of the first part does hereby fully warrant the title to said land, and will defend the same against the lawful . -40 claims of all persons whomsoever. IN WITNESS WEEREOF, the said party of the first part has hereunto set her hand and seal the day and year first above - written. ATTAMRICVn ANTI x111111 AQQ AT i eW l IrrP no snon KAMF rnMrry 1GlfiF PAY NALPPfst i d Amm Cl name Trd . r12f141 11144-+47111 Gl�O ria Gilbert 12486 Crystal Pointe Dr. Boynton Beach, FL 33437 STATE OF FLORIDA COUNTY OF BROWARD The foregoing instrument was acknowledged before me this a7 day of May, 1999, by Gloria Gilbert, a single woman, individually, and as surviving spouse of George Gilbert, Deceased, who is personally known to me and'who did /did not take an oath. My Commission Expires: MELVYN' TRUTH W N NOrcRY PUBLIC srATE OF COMMISSION NO MYCO ION 26 THIS INSTRUMENT PREPARED BY: Melvyn Trute, Esq. 1090 Kane Concourse Bay Harbor Islands, FL 33154 NOT SIGN: PRINT: Lazan, Trute & Robins ATTC1RAF VS ANT) (Y'tl W.stF11 (IRS AT 1 AW SI IITF f1 1(11111 KAN F f..(*X'..f]I IRSF RAY HARRfIR RV ANBI.S Fl f RIflA mum • Coil SUMATRA Required Submitted MIAMI SHORES VILLAGE BUILDING DEPARTMENT RESIDENTIAL ADDITION CHECKLIST PRIME CONTRACTOR AND ALL SUB - CONTRACTOR PERMITS MUST BE SUBMITTED PRIOR TO PERMIT APPROVAL COMPLETED BUILDING PERMIT APPLICATION - Please notefftff Swim Pool are separate applications. PROOF OF OWNERSHIP (Deed or Current Tag Bill) CURRENT SEALED SURVEY (TWO COPIES) 2 PLOT PLANS - If prepared by architect, must be sealed. (Show all intended setbacks from property lines and other existing structures) 3 ENERGY CALCULATIONS Supplied by Architect/Engineer sealed and/or signed by designer. STRUCTURAL PLANS AND STRUCTURAL CALCULATIONS (2 complete sets - sealed by Architect/Structural Engineer) ELECTRICAL PLANS (2 Complete sets - sealed by Architect/Structural Engineer) PLUMBING PLANS (2 complete sets - sealed by Architect/Structural Engineer) MECHANICAL PLANS (2 complete sets - sealed by Architect/Structural Engineer) if drawn by A/C Company, must obtain stamped approval from Arch/Eng) TWO SETS OF PRODUCT APPROVAL FOR ALL WINDOWS, EXTERIOR DOORS, ect. PERMIT AND DOCUMENTATION FOR ROOFING PERMIT AND DOCUMENTATION FOR SHUTTERS HRS APPROVAL IF SEPTIC TANK OR WELL WORK IS REQUIRED (7755 NW 48 STR) APPROVAL FROM DERM (11805 SW 26 ST) NOTARIZED SIGNATURES ON APPLICATION IMPACT FEE FOR ADDITION PAID ( Application fee of $250.00 due at the time of permit submittal. CONTRACTORS - Write license #'s on all applications. A copy of all applicable licenses (Competency & Occupational) and original insurance certificates for Workman's Comp and General Liability. CERTIFICATE OF ELEVATION SIGNED AND SEALED NOTICE OF COMMENCEMENT B4. MAP AND PANEL 137. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 135. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE ::. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202%0093 J 7/17295 3/2194 X N/A BUILDING OWNER'S NAME ALBERTO SOTO SECTION A - PROPERTY OWNER INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1.7. BUILDING STREETADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 609 NE 105 ST CITY MIAMI STATE ZIP CODE FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) N/A BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° - #ft - ##.##" or ##. ) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 200: For Insinance Company Use: Policy Number Company NAIC Number SOURCE: ❑ GPS (Type): ❑ USGS Quad Map El Other B1. NFIP COMMUNITY NAME & COMMUNIT" NUMBER VILLAGE OF MIAMI SHORES 120652 B2 COUNTY NAME DADE B3. STATE FL B10. Ineicate the source of the Bay Flood flevafion (BFE) data or base flood depth entered in E9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the build • located in a Coastal Banier Resources CBRS area or Otherwise Protected Area OPA ? ❑ Yes ® No Des' . nation Date C1. Buldng elevations are based on: ❑ Construction Drawings* ❑ Bulking Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Bulidiing Diagram Number 1(Select the bulding diagram most sgnilar to the butidng for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the buildng, provide a sketch or photograph.). - C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V(with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3. -a-i below aocordng to the building diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used for the BFE In Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No ❑ a) fop of bottom floor (indudng basement or endosure) , 13.1 fL(m) 1 ❑ b) Top of next higher floor N . A ft(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) N . A ft(m) 0 d) Attached garage (top of slab) 11. 0 ft(m) ❑ co e) Lowest elevation of machinery and/or equipment W servicing the bulking (Describe in a Comments area) 12.0 t(m) ❑ f) Lowest adjacent (finished) grade (LAG) 10.1 ft(m) z m ❑ g) Highest adjacent (finished) grade (HAG) 10. 4 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade N/A ❑ i) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) TITLE VICE PRESIDENT ADDRESS 5950 W OAKLAND PARK BLVD SIGNATU FEMA Form 81 -31, January 2003 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 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. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME WILLIAM MICHAEL CARR LICENSE NUMBER 5092 See reverse side for continuation. COMPANY NAME ALL COUNTY SURVEYORS CITY STATE ZIP CODE LAUDERHILL FL 33313 DATE TELEPHONE 8122/03 954-777 -4747 Replaces all previous editions For Insurance CampoiryUse: Poky Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Inds d ng Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agent /company, and (3) building owner. COMMENTS JOB # 03 -18597 CENTERLINE OF ROAD =10.4 FT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONEA (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete kerns El through E4. lithe Elevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Section C must be completed. E1. Bulcing Diagram Number _(Select the building diagram most similar to the buflcing for which this certificate is being completed –see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or endosure) of the bufldng is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highe<stadjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cxn) above the highest adjacent grade. Complete items C3.h and C3.t on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, If available). E5. For 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 ordnance? ❑ Yes ❑ No ❑ Unknown. The Iocal 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, C (Items C3.h and C3J only), and E for Zone A (without a FEMA - rued or community- issued BFE) or Zone AO mustsign here. The statements In Sections A, 8, C, and Eare correct taihe best ofmyknowledge. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME STATE ZIP CODE ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS DATE TELEPHONE ❑ 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 items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local 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 G7. This permit has been issued for. 0 New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (inducing basement) of the buildng is: — _ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the buildng site is: — _ ft(m) Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED TITLE TELEPHONE DATE ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions 134. MAP AND PANEL B7. FIRM PANEL 139. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE ::. FLOOD ZONE(S) (Zone A0, use depth of tbodrng) 12025C0093 J 7/172195 3/Z94 X N/A For Insurance Company Use: Policy Number Company NAIC Number BUILDING OWNER'S NAME ALBERTO SOTO BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 609 NE 105 ST CITY MIAMI LATITUDE/LONGITUDE (OPTIONAL) ( ##° -##' -NOV or ##.1/#### FEMA Form 81 -31, January 2003 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1-7. SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 STATE - -. FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Desbription, etc.) N/A BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O.M.B. No. 3067 -0077 Expires December 31, 200E ZIP CODE 33138 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other 81. NFIP COMMUNITY NAME & COMMUNIT" NUMBER VLAGE OF MIAMI SHORES 120652 BZ COUNTY NNE DADE B3. STATE FL B10 Indicate the source of the Base Flood Elevation (BFE) data or (rase flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE m B9: ® NGVD 1929 ❑ NAVD 1988 0 Other (Describe): B12. Is the building located in a Coastal Barrier Resources S CBRS area or Otherwise Protected Area OPA ? ❑ Yes CI No Des!. ation Date SECTION C - BUILDING EIAVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Bullring Under Construction* ❑ Finished Construction *A new Elevation Crificate will be required when construction of the bulking is complete. C2. Bullring Diagram Number 1(Select the buliding diagram most similar to the bulking for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, ARIAE, ARIA1-A30, AR/AH, AR/A0 Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No ❑ a) Top of bottom floor (inducting basement or endosure) 13. 1 ft(m) d O b) Top of need higher floor N . A ft(m) a c) B -ttom of lowest horizontal structural member (V zones only) N . A ft(m) o (r3 i] d) Attached garage (top of slab) 11. 0 ft(In) ❑ e) Lowest elevation of machinery and/or equipment w m servicing the bullring (Describe in a Comments area) 12.0 ft(m) ❑ f) Lowest adjacent (finished) grade (LAG) 10.1 t.(m) z ' n y ❑ g) Highest adjacent (finished) grade (HAG) 10. 4 ft(m) 8 ❑ h) No. of permanent openings (flood vents) within 1 ft above adjacent grade WD ❑ i) Total area of all permanent openings (flood vents) in C3.h pNFt 4 in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME WILLIAM MICHAEL CARR LICENSE NUMBER 5092 TITLE VICE PRESIDENT COMPANY NAME ALL COUNTY SURVEYORS ADDRESS CITY STATE ZIP CODE 5950 W OAKLAND PARK BLVD ��-- LAUDERHILL FL . 33313 SIGNATUR DATE TFI FPHONE 8/2^203 951-777-4747 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS enduring Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agenticompany, and (3) bung owner. COMMENTS JOB # 03 -18597 CENTERLINE OF ROAD = 10.4 FT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completes -see pages 6 and 7. If no dagrdrn accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or enclosure) of the bu biding is _ ft(m)_in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, it available). E3. For Building Diagrams 6-8 with openings (see page 7), the net higher floor or elevated floor (elevation b) of the building is _ t(m) _in.(cm) above the highest adjacent grade. Complete item C3.h and C3i on front of form. E4. The top of the platform of machinery and/or equipment servidng the b utidmg is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest aclacx nt grade. (Use natural grade, if available). E5. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain managermant ordnance? ❑ 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 authored representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA or community - issued BFE) or Zone AO must sign here. The statements in Sections B, C, andEare correct to the bast of my knowledge PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by law or ordinance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Gil ❑ The information in Section C was taken from other documentation that has been sign-ii and embossed by a licensed surveyor, engineer, or archited who ; authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community offidal 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 LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS STATE ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) G5. DATE PERMIT ISSUED DATE TELEPHONE TITLE DATE For banal= Company USE Poky Number Company NAlCNumber ❑ Check here if attachments 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 (inducing basement) of the b ildng is: — _ ft . (m) Datum: G9. BFE or (in Zone AO) depth of flooring at the buffeting site is: . _ ft.(m) Datum: TELEPHONE ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions DECLARATION OF USE KNOW ALL MEN BY HESE PRESENTS: I1 ) � J WHEREAS, the undersigned AlbP t is/ simple owner(s) of the following described property - bJ rf � � the fee sun P (s ) g P PertY situated and being in Miami Sho illage, Florida: gg I / Lot(s) 7 lock of 6 �+ (Subdivision), A.K.A. (address) Coq NC d� , according to the plat thereof, as recorded in the Plat Book 1j i Page ce of the Public Records of Miami -Dade Courity, Florida, and Whereas, the undersigned owner(s) A A -17J ��` R ! desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) does) hereby declare and agree as follows: - RESTRICTIVE COVENANT DECLARATION OF USE PREPARED BY: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. That the property will be used for a single family residence only. That the use of the property or building will be as follows: e t .d e ,..: NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare th will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. IN WITNESS WHEREOF the un ersigned has/have caused hands) and seal(s).to be affixed 20 o, t hereto on this /3 day of rtg SS(ES) Signature and Print Signature and Print SWORN TO AND SUBSCRIBED before me on this (7) day of 50 Prnk e" My commission expires STATE OF FLORIDA): COUNTY OF MIAMI - DADE): 11JJ,, I HEREBY CERTIFY that on this day personally appeared before me hbe140 4 "� ira Oho is personally known to me,or has produced (type of identification) as idenri catio an he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes there in expressed. Lest Marla+ • : My Commission DD3 t ,j Oil Expires August 13. 200S 0 . NOTARY PUBLIC STATE OF FLORIDA PAGE OF ©• to a -[10•g 0 x 0 0 " 6 0 4 _ M 4 0 0 o 1 N O ' /Z" }' 1 tedu, (Ho 1p.) r// r4 LI� 01.0.4.6...1 = LO ! ® t u e 0 ®® Cep e. I0.00 (r De c-14 0. I o Flap Va 1(.014 Pipe S I (µ a '6.) 21,00 Z1.G b I Is ouS. ITo R4: N 15.20 N I - O t.4 0 00 bCO Y./ © G, 90 00 00 I.0.001(7) 4 (N) ZO. oo' (k oo l (P) 4 (1 ) X9.90' C N '3 RUTH GOS Wow Carr) tl 4 • 444-Air A )11oOb4 Ems, • 1 rLtO Vz n 1 % raom PtP (►{01®.) I I Q-OM pip (HD 1)) o.t I 15 1 C.aea4 4 o 1 12." t eovi PI PE.(up 10) }3 d 609 NE 105 STREET MIAMI, FLORIDA PROPERTY ADDRESS: LEGAL DESCRIPTION LOT 7 OF "CORRECTED PLAT GOLF VIEW ESTATES" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 41, PAGE 58 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA CERTIFIED TO: GLORIA GILBERT MELVYN TRUTE, P.A. ATTORNEYS' TITLE INSURANCE FUND,INC. HOMECOMINGS FINANCIAL NETWORK, ITS SUCCESSORS AND /OR ASSIGNS FLOOD ZONE INFO: COMMUNITY # 120652 PANEL & SUFFIX 0093 J FLOOD ZONE X BASE ELEV: N/A LOWEST FIN. FL. HOUSE: GARAGE: DATE OF FIRM: 7/15/95 REVISION SCHEDULE: if I CC 0 n trs w U RIMY R,S PR a =,am URVEYPPW Licen w 777 AX (954 777 -2707 PK. BLVD. • SUITE 108 • LAUDERHILL, FL 33313 LEGEND: 1-1 —x DENOTES FENCE LINE ABBREVIATIONSIA TIIONS: AL - ARC LENGTH - CENTER LINE CF - CALC FROM FIELD MEASURE CR - CALC FROM RECORD INFO DB DE DME A EASE F. F. FND FPL L DENOTES WOOD FENCE LINE DENOTES ELEVATION SITE - DEED BOOK - DRAINAGE EASEMENT - DRAINAGE MAINTENANCE EASEMENT - CENTRAL ANGLE - EASEMENT - FINISHED FLOOR - FOUND - FLORIDA POWER & LIGHT - LEGAL e M OHC ORB P PC PCC PCP PK POB POC PRC PT R/W RP SBR UE W/C W/M - MEASURED - OVERHEAD POWER CABLE - OFFICIAL RECORDS BOOK - PLAT - POINT OF CURVATURE - POINT OF COMPOUND CURVATURE - PERMANENT CONTROL POINT - PARKER KALON NAIL - PROPERTY LINE - POINT OF BEGINNING - POINT OF COMMENCEMENT - POINT OF REVERSE CURVATURE - POINT OF TANGENCY - RIGHT OF WAY - RADIUS POINT - SOUTHERN BELL RISER - UTILITY EASEMENT - WITNESS CORNER - WATER METER NOTES: 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE. 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1929). 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. 5. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 7. DATE OF ORIGINAL FIELD WORK SURVEYOR'S CERTIFICATION: 1 HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. SIGNED: } DATE: William Michael Carr, Professional Surveyor & Mapper Florida Registration No. 5092 (not valid without the signature and original seal of the Florida Licensed Surveyor and Mapper shown above) BOUNDARY PAGE OF 0 0 05 0 en p / 0 9.0I 4 O S 4 -tvz 0 s eci s DE C...44 / ati tn to 12.b5' t 15.20 N 21,00' N -i O° OO&OO w '•L =Zo tOkri•==■ {�1 154o (a ) Zi .36 • 0 0'b ® • a. out. R £ • 4 1909 8 hl 444 4 IA 00t4-1 �z1v� . • • S9.90 I,o. oo'(r) 4 (N) 20. op' (P) 4 (n ) zo. o0 ' (ri j 0 ) • 5? -40 • • • t5 fgoVI" two.' Mee. (4 I0 L ••∎ •. :`." s :r�- -•..s- +ari.. 1--- — : .s •• =•. rsrr y- Lly— fi..r J t►..i a r:S• rr tar C.:.% • • ‘ 4 4 i 14 I • N• • PROPERTY ADDRESS: 609 NE 105" STREET MIAMI, FLORIDA LEGAL DESCRIPTION LOT 7 OF "CORRECTED PLAT GOLF VIEW ESTATES" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 41, PAGE 58 OF 111E PUBLIC RECORDS OF DADE COUNTY, FLORIDA CERTIFIED TO: GLORIA GILBERT MELVYN TRUTE, P.A. 1 ATTORNEYS' TITLE INSURANCE FUND,INC. HOMECOMINGS FINANCIAL NETWORK, ITS SUCCESSORS AND /OR ASSIGNS FLOOD ZONE INFO: COMMUNITY # 120652 PANEL & SUFFIX 0093 J FLOOD ZONE X BASE ELEV: N/A LOWEST FIN. FL. HOUSE: GARAGE: DATE OF FIRM: 7 /15/95 REVISION SCHEDULE: Co ,unw .i .R. ,,� Licen ) 777 777-2 is 7 PK. BLVD. • SUITE 108 • LAUDERHILL, FL 33313 LEGEND: -x—� —x ABBREVIATIONS: AL - ARC LENGTH • - CENTER LINE CF - CALC FROM FIELD MEASURE CR - CALC FROM RECORD INFO DB - DEED BOOK DE - DRAINAGE EASEMENT DME - DRAINAGE MAINTENANCE EASEMENT O - CENTRAL ANGLE EASE - EASEMENT F.F. - FINISHED FLOOR END - FOUND FPL - FLORIDA POWER & LIGHT L - LEGAL DENOTES FENCE LINE DENOTES WOOD FENCE LINE DENOTES ELEVATION SITE e M OHC ORB P PC PCC PCP PK R. POB POC PRC PT RAN RP SBR UE W/C W/M - MEASURED - OVERHEAD POWER CABLE - OFFICIAL RECORDS BOOK - PLAT - POINT OF CURVATURE - POINT OF COMPOUND CURVATURE - PERMANENT CONTROL POINT - PARKER KALON NAIL - PROPERTY LINE - POINT OF BEGINNING - POINT OF COMMENCEMENT - POINT OF REVERSE CURVATURE - POINT OF TANGENCY - RIGHT OF WAY - RADIUS Poi - SOUTHERN BELL RISER - UTILITY EASEMENT - WITNESS CORNER - WATER METER NOTES: 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE. 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1929). 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. 5. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 7. DATE OF ORIGINAL FIELD WORK SURVEYOR'S CERTIFICATION: BOUNDARY 1 HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. SIGNED: DATE: William Michael Carr, Professional Surveyor & Mapper Florida Registration No. 5092 (not valid without the signature and original seal of the Florida Licensed Surveyor and Mapper shown above) MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 2 "x Heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6623, titled "2" Heavy Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control 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 and shall be available for This NOA revises NOA # 01-03 The submitted documentation 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 vided to the user by the manufacturer or its distributors e request of the Building Official. this page 1 as well as approval document mentioned above. re Berman, P.E. Ise NOA No 02-0701.10 ?' Expiration Date: June 28, 200 Approval Date: July 12, 2002 Vim Page 1 w OIAZ PRODUCT M NNW TM. MULLION GLAZING PRODUCT I/ GLAZING PRODUCT CLAM PRODUCT W2-4-.---W3 r--iY W [- L fY ® W1+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1+W2 MULL LENGTH = H ANCHORS: C' OR C' BOTH ENDS' MIES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS Z 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MUWONS ARE APPROVED FOR IMPACT & NON – IMPACT 4. REFERENCE 1t sl REPORT FTL -2902, 2903 AND 2975 W PRODUCT TYP. MULLION GLAZING PRODUCT 1 H • H1 +H2 (1) . WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: 1YPEb ; C' OR C' BOTH ENDS H r7 Robert L Clark, PF EB 139712 Struototal MULLION QUZING PRODUCT GLAZING PRODUCT GIAZ 4G PRODUCT h2 1.•-- W2 W • Wi+W2 H • H1 +H2 (2) WINDOWS MULLED WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 Ml) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 1070 =mower a ANCHORS 78 W Rind rata Dom Bp P.J.P. ANCHORS OR f or 80tH ENDS H Chk Op rata paw 4/28/00 W — W1+W2+W3 H - H1+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE•TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 APPROVED ASCCYPLVINII 7H Mg o 5* OMSION SOLOING COM COMPUANCE OFFICE 2" HEAVY WALL MULLION ARRANGEMENT DETAIL am Soa P.O. BOX 1628 k 5haph.* ino N. NOKOW; Et 34274 MULLS 1x 1 105 6623 MIN. BUCK MIN. NOTE.• 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOGA11ONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL—TO —CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FlND THE CORRECT MULL SIZE AND PRESSURE REQ FOR YOUR SPECIFIC APPUC ATION. I--4" OR 6 " TYP GAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE B TYPICAL MULLION TO MULLION INSTALLATION TYPE 0 eo� ®0 ®® ra FJL S.M.S OPPOSITE SIDES 50 AS NOTE & CH OTHER) SEE NOTE 112 WOOD SCREW MK 4 PEA-TRAITOR 1700 WOOD BUCK ALL FARMS MUST BE DADE COUNTY APPROVED. SEE NOTE 11 • RobertL Clark, P.E. EE #39712 StractuTal Iwo ircreitoce watt r _4- 6"--1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C" TYP GAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE 'D ", Rend r a®, Nn P.J.P. Chkd 'OAK 4/28/0 r e OR 6 "-1 MIN. III' P Pi Milt Rn4lanw S ON OPPOSITES SO AS NOT T O N7R EACH OTHER S NOO 1 PTNEWA W4 Nr0 . 4 CONCRETE OR BLOCK STRUCTURE ALL FASTEST:* MUST BE WOE COUNTY :APPROVED. SEE NOTE 11 APPROVED AS COMPLYING NTH DE OIVISIDN BUILDING CODE COUPLIARCEOFFICH NR D 2" HEAVY WALL MULLION & CLIP INSTALLATION DETAIL SI P.O. BDa r82B °/Madth Scale: Oast Drawing Na. Ran NOKOMIS, IL 34275 NOKOMIS, FL 34274 MULLS 1 X 205 6623 IMPORTANT~ QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 2x MULL MULL SIZE 2 x 4 x i 2 x 6 x 4 , t_ z" MULL CLIP (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 3 EQ. SPACES r--- MIN. FROM ENDS (TYP) • 2" MULL CLIP J8) ANCHOR LOCATIONS EXTRUSION DWG / 513 MIN. warr L� ' 1 Ons" Op P.J.P. 1070 TECIINOWGY DRIVE P.O. SOX 1528 NOK0W5 FL 34275 NOKOUIS, FL 34274 EXTRUSION DWG / 513 Chkd By: rot 12615 4/28 /01 serrevAiodek MULLS 2" MULL CUP W/TADS REMOVED (8) ANCHOR LOCATIONS EXTRUSION DWG # 513 1 MIN. FROM ENDS (TYP) °i" MIN. (TYP) 2" MULL CUP W/TAQS REMOVED j6) ANCHOR LOCATIONS Sc 9x ' A ' -4 I--- ' A' --I Ra istom ANCHOR LOCATIONS TAW 2" HEAVY WALL MULLION Shoot 3of5 'IODUCTR Cub No Ei4NotioN Nab 0 APPROVED ASCOMPLYING MTH1 BUILDING CODE COMPLIANCE Of ICE I a W► oT- osss.oa Drawing No. 6623 Rev 4 1 1 4 4 2x HEAVY WALL MULLS MAT'L: 6063 -T6 te Robert I. .E. RE.#39712 Structural 6 1 Rind Ebo roar porn Bre P.J.P. 1070 1ECYt WGY DRIVE P.O. BOX 1875 NOKOLfS, fL 34278 mom ft 34274 ChM 14n rate: 5/22/00 2" HEAVY WALL MULLION PROFILES serterimoask MULLS Roviolosoo BUILDINOCCOECOMPLIANCEOFFICE ACCEPTANCEP45.. Soak 'poring Re. l X 40151 6623 Ron 2x4x1/4 6 Anchors 42 5 48 50.625 54 60 63 66 72 . 76 78 84 90 96 108 111. 144 2x6x1/4 6/8 Anchors 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 170 170 170 170 170 170 170 170 170 170 177 163 151 107 98 46 50 170 1701170 170 170 1701170 170170 1701170 170 1701170 1701170 1701170 1701170 1651170 1441170 140 1051108 60 170 170 170 170 170 170 170 170 170 167 163 141 129 90 83 37 OPENING WIDTH IN INCHES 60 170170 1701170 170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1661170 1531170 1421170 1231163 1 89190 70 170 170 170 170 170 170 170 166 154 149 136 125 112 72 32 70 1701170 1701170 170 1701170 170117 1701170 1701170 1701170 1881170 1621170 1481170 1361170 1251167 1091141 105 78178 80 170 170 170 170 170 170 170 152 141 136 124 113 100 69 28 80 1701170 170 170 1701170 1701170 170170 1701170 165 154070 1481170 1341170 1231164 1131151 981126 94'118 691.69 90 170 170 170 . 170 170 170 170 142 131 127 114 104 91 62 28 90 170 1701170 170 1701170 1701170 1701170 1701170 1541170 1431170 1381170 1241166 1131151 104 891112 86 61 161 100 170 170 170 170 170 166 154 135 124 1 19 107 97 83 57 52 23 100 1701170 1701170 170 1701170 1701170 170170 168I170 1461170 1351170 1301170 1171155 1061141 97 129 83 80 56156 110 170 170 170 170 170 162 149 129 119 114 102 92 78 53 48 21 110 1701170 1701170 170 1701170 1701170 1701170 1621170 140 1291170 1241165 1111148 1001133 91 1123 78195 75 51 151 120 170 170 170 170 170 160 146 125 115 110 88 73 49 45 20 120 170170 1701170 170 1701170 1701170 170170 1591170 138 125,166 1191159 1061142 961127 871115 73188 71 1 83 47147 130 170 170 170 170 170 159 145 123 112 107 85 69 47 . 43 18 130 1701170 1701170 170 1701170 1701170 170170 1581170 134 1221162 1161155 1031137 921123 83 1 109 70183 67 44144 160 170 170 170 170 170 159 145 . 122 109 ' 104 90 79 63 41 37 16 160 170 1701170 170 1701170 1701170 170170 1681170 1331170 119,159 1131151 981130 881116 77198 63 173 61 37137 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 . tec ?971a dtOtuttRat. 1 4- DRUM P.J.P. 1070 a ammo ORIYE P.O. 80x 1528 NOK010^� FL 34275 NORM FL 34274 Vertical Mull Opening,_„ 1 Width Mull Length Horizontal Mull 1 Opening L Mull Length Multiple Mu led Units \Opening Width Mull Length Obkd By: rate: ° 4/28/00 d MULLS Seakr NTS greet 5 a5 APPROVED COMPLYING WITH THE BUILDING CODE CO PUANCEOFFICE app Oh 6S2 °t PRESSURE CHARTS >mn 2" HEAVY WALL MULLION PRESSURE CHARTS Drawing N. 6623 Rev: i MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (B BCCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 (m 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 "HS 710" Aluminum Horizontal Sliding Window/ APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29 /03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 n the expiration date may be display be done in its entirety. INSPECTION: A copy of this en and shall be available for inspection This NOA revises NOA # 02-0 approval document mentioned The submitted documentation was rok ci MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUR DING 140 WEST NAGLER STREET, SUITE 1603 FLORIDA 33130 -1563 (305) 3'1 -2901 FAX (305) 375 -2908 by tie words Miami -Dade County, Florida, and followed by If any portion of the NOA is displayed, then it shall to the user by the manufacturer or its distributors t of the Building Official. 1 and evidence page E-1 and E-2, as well as NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 PGT Industries A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. 4112, titled "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98 with revisions dated 12/29/03 signed and sealed by Robert L. Clark, P.E. B. TESTS L Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1969, dated 3/17/98, signed and sealed by Joseph C..Chan, P.E. 2 Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3740, dated 03/18/03, signed and sealed by Joseph C. Chan, P.E. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite R PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01 -0205.02 issued to "Solutia Inc." for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expirafion Date: May 20, 2007 Approval Date: April 08, 2004 PGT INDUSTRIES NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99 2. Statement letter of no financial interest, dated January 25,1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99-0204-03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: AprII 08, 2004 Robot L Gunk. P.E. PE139712 S1NaMa1 Aitt NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) L1TES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) L.ITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8 HEAT STRENGTHENED GLASS 3/8" AIR SPACE AND 5/18" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) LATE OF 1/8" ANNEALED GLASS AND (1) UTE OF HEAT STRENGTHENED GLASS. D. 13/16 LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 0 8" MAX 1.1 I 1 8 " MAX 6° 63" MAX HEIGHT 58 1/4" MAX FIXED UTE DAYLIGHT OPENING 6" MAX. • 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT -.^ '.- DAYLIGHT OPENING OPENING 4" MAX ITEM 2 3 4 5 6 7 6 9 10 11 12 13 19 14 15 16 17 18 . 20 21 22 23 24 25 26 31 32 57" MAX VENT DAYLIGHT OPENING MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION DESCRIPTION V.T. # QTY./LOCATION VENDOR VENDOR # AF -12244 FLANGE FRAME JAMB (Alum. 6063 -T5 612225 2 FIXED MEETING RAIL (Alum. 6063HS -T54 4054A 1 SASH MEETING RAIL (Alum. 6083HS -T54 40060 1 SASH SIDE RAIL (Alum. 6083- -) 612230 1 GLAZING BEAD (um. 6063 -T5) WINDLOAD ADAPTER (5 7/8" RIGID PVC) FLANGE FRAME HEAD (Alum. 6063 -T5 6534571 1207 612237 8 1 (® midspan 1 of frame sill) FLANGE FRAME SILL ( Alum. 6063 -T5 612238 1 FRAME SILL ADAPTER (Alum. 6063 -T5 612239 1 SASH TOP /BOT. UIL (Alum. 8063 -T5 612240 2 SCREEN RETAINER (Alum. 6063 -T5 6532377 1 5 16" .350 LAMINATED USING 2 UTES OF 1 8" ANNEALED GLASS 5 16 .350 LAMINATED USING 2 UTES 1 8' HEAT STRENGTHENED GLASS AN11 -UFi CHANNEL (Alum. 6063 -T5) 612244 1 CO midspan of vent) 710X1 4 LWindload Adapter screws) for anti -lift channel SWEEP LATCH #10 x 1.000 Ph. Fl. SMS 6 x 1.000 PH. PAN SMS 76X1PPA 2 WEATHERSTRIP, THIN WALL BULB VINYL 6TP247 8 t1 per Glazing Bead #8 x .500 PHIL Fl SMS 7856A 2 Sweep Latch screws 4 when using 2 Sweep Latches) 781 PQA 22 (Frame/Vent easy. screws) 71096 1 11.5" from ends -v nt mtg. rail) 2 if height is >= 42 WEEP HOUSING 70250 3 1 ®midspan 2 1 4 from ends) 70251 3 1 ®midspan /2 1/4" from ends) t8 x 1.000 PHIL. P.H. SMS WEEP FLAP ROLLER HOUSING BRASS WHEELS WSTP, .270 x .170 BACK. FIN SEAL. SILICON 61062W 2 Client top /bot rails & mtg. rail) 62899 WEATHERSTRIP, BULB VINYL 6TP249 1 161 vent Iamb rail) TP -249 27 TEAM PLASTICS 29 13/18" I.G., 1/8" HEAT STRENGTHENED GLASS, 3/8 SPACE. 5/16 LAMI (1/8" A, .090, 1/8° HS) 30 G INC BEAD (13/16" 1 .6063 -T5 14067 INDALEX 8 64067 61060G WSTP. .187 x .230 BACK, FIN SEAL 1060 1 MEETING RAIL SCHLEGL. OR EQUIV. 13/16" I.G., 1/8" HEAT STRENGTHENED GLASS, 3/8" SPACE, 5/16 LAMI (1/8" HS, .090, 1/8 HS)_ • 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS 8yPER SHT 5. HEAD & SILL, evels W MAX. 6" FROM CORNERS. w� MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERUNE. A mPlow MAX. 15" SPACING. JAMBS; MAX. E" FROM CORNERS. MAX. 12 1/2" SPACING. Road S . SHUTTER REQUIREMENT: NO SHUTTERS REQ'D. F.K. 12 29 6 . REF. TEST REPORTS: FTL -1969 & FTL -3740 2 ® ea. end of vent top rail) 78RWHL2 4 2 per Roller Housing) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 F.K. Rood F.K. 4/03 Read ay. F.K. 6/02 Draw o� 0.8. /76/98 OX ELEVATION & B.O.M. (LG. MISSILE) ALUMINUM HORIZONTAL SLIDING WINDOW Serbs/Modell HS -710 over 0 RE E ITEM 29 GISS 7 23/03 F-ADD , '95 TO DEM 26 Riviera= E- 2;3,6 ADD 129 -132 DTSED NOTE 1 ALUMAX AF -12225 INDALEX 64054A INDALEX 640060 ALUMAX AF -12230 ALUMAX ALUMAX AF- 534571 6WCUP AF -12237 ALUMAX AF -12238 ALUMAX AF -12239 ALUMAX AF -12240 ALUMAX AF- 532377 _ ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS TP -247 MERCHANTS FASTENER MERCHANTS FASTENER MINIATURE DIE CASTING PGT.214.XX MASTER TOOL 7 -M10 -250 MASTER TOOL 7 -M10 -251 MASTER TOOL 70312 VINYL- TECH /P.G.T. SCHLEGEL OR EQUIV. FS7826 -187 DOW CORNING 899 OR 995 Sea* SNmtr arming No. NTS 1 ar 6 4112 Raw G WINDOW WIDTHS COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C A. 5/16" LAMINATED (1/8" ANNEALED, .090 PVB, 1/8" ANNEALED) • C. 13/16" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) 26.500 37.000 44.000 53.125 60.000 63.000 66.000 WINDOW HEIGHTS 26.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 38.375: 66.7 66.7 66.7 66.7 68.7 66.7 65.5 -75.0 -75.0 -75.0 -75.0 -73.5 -69.4 -65.5 44.000 66.7 66.7 62.0 -75.0 -75.0 -75.0 -73.1 -62.0 -58.9 -56.6 50.625 66.7 66.7 66.7 61.6 54.8 51.7 49.0 -75.0 -75.0 -75.0 -61.6 -54.8 59.000 - 68.7 66.7 66.7 56.0 46.0 -75.0 -75.0 -75.0 -56.0 -46.0 58.9 56.6 70.000 74.000 66.7 66.7 -75.0 -75.0 60.8 58.2 -60.8 -582 -53.7 -51.3 46.3 44.2 -49.0 ' -51.7 -46.3 -44.2 43.0 41.2 - 43.0 -41.2 53.7 51.3 39.1 37.4 -39.1 -37.4 60.000 66.7 66.7 66.7 -75.0. -75.0 -75.0 61.000 66.7 66.7 66.7 -75.0 -75.0 -75.0 55.0 45.1 42.2 40.4 38.3 36.8 -55.0 -45.1 -42.2 -40.4 542 44.3 41.3 39.5 37.4 36.1 -542 -44.3 -41.3 -39.5 -38.3 -36.8 1 -37.4 -36. 62.000 66.7 66.7 66.7 53.4 43.7 36.8 35.5 FTL -1969 & FTL -3740 -75.0 -75.0 -74.0 -53.4 -43.7 -40.5 -38.7 40.5 38.7 -36.8 , -35.5 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D FTL -1969 & FTL -3740 B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.G. - 1/8"HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8"HEAT STRENGTHENED) WINDOW WIDTHS 26.500 37.000 44.000 53.125 60.000 63.000 66.000 70.000 74.000 WINDOW HEIGHTS 26.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 38.375 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 44.000 66.7 66.7 68.7 66.7 66.7 66.7 86.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 50.625 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 59.000 68.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0' -74.8 60.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 61.000 66.7 86.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -74.9 -722 62.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.5 -70.9 63.000 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66:7 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -72.3 -69.6 NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. a1L Clark P.E S 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1829 NOKOMIS. 'FL 34274 1 29/03 7 2 3/03 4 4/03 76/02 2/76/98 F UPDATE TABLES F-CORRECT ME 3 CZf" E-Ara 13 /IC L& /N01ES R EREVISED TABLES Dma en D.B. GLASS TYPE COMPARATIVE ANALYSIS ALUMINUM HORIZONTAL SLIDING WINDOW Serke/Modd Seals Swab Drawing Ha Raw HS -710 . NTS 2 e. 6 4112 G 63.000 66.7 66.7 66.7 52.7 43.2 40.0 37.9 36.1 34.8 -75.0 -75.0 -74.0 -52.7 -43.2 -40.0 -37.9 -36.1 -34.8 .090 SAFLEX KEEP /SAFE MAXIMUM Q OR DUPONT PVB INTER LAYER G 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED —� GLASS OUTSIDE 5/16 LAMINATED —' 13/16 NOM. GLAZING DETAILS: 13/16" (.825) I.G. REFERENCE TEST REPORTS: FTL-1969 & FTL -3740 1/2 GLASS BITE lYP. INSIDE of L Clark, P.E. PE839712 SiruaMel —1/8" ANNEALED GLASS 1/8" HEAT STRENGTHENED — GLASS INDUSTRI ry SECTIONS & GLAZING DETAILS Ihnisionz 12/ 29/03 ITEM 28 9AAS TYPE 7/23/03 F� 17 SCALE 4 4/03 E 13/16 I.G. 94/02 Mc GLASS TYPE 2/16/98 ' ioxos.° r ALUMINUM HORIZONTAL SLIDING WINDOW EZIERIO ROUGH OPENING VERTICAL SECTION ROUGH OPENING 2.784 --MAX. DA MAX. WIDTH .1 •:a. . t 2.843 HORIZONTAL SECTION( INQT F.K. Rebid F.K. Rend Bse F C • 96/02 EXTERIOR MAX. DAYLIGHT OPENING 12/ 29/03 G R7pYE flEU 28 QrA T TYPE F- NO CHO 1785 SHT 4 E— ADD 129 -132 7 23/03 4/03 D.E 2/76/98 .705 RotZtY G1ASS TYPE 2.784 ■..500 ROUGH OPENING I tosecT 1�rr ° ire. > _OS• 12.04 SECTIONS & GLAZING DETAILS 7dlz 1070 KOM DRIVE 275 ALUMINUM HORIZONTAL SLIDING WINDOW P.O. BOX 1529 NOKOMIS. FL 34274 5k Sadie 5lisob Drawing No. Rot HS -710 NTS 4 a 6 4112 G APPROVED WOOD BUCK (SEE NOTE . 4) ©3/16" TAPCON (SEE NOTE 1) TYPICAL HEAD' SECTION SUBSTRATE ANCHORING &3/16 TAPCON (SEE NOTE 1) � - 1 1/4" MIN. TYPICAL SILL SECTION SUBSTRATE ANCHORING 1 1/4 MIN. 1/4" MAX. SHIM TYPICAL HEAD SECTION WOOD ANCHORING #12 WOOD SCREW • ° APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) 1 1/4° MIN. 1/4 MAX. SHIM #12 WOOD SCREW Q 1/4" MAX. r SHIM � 1 1/4" MIN. 1/4 MAX. SHIM r ©3/16 TAPCON (SEE NOTE 1) / 7P( • Robert L Pak PE PE 939712 Stivolotal NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1989 & FTL -3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 1x WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. PROMO' UMW �Mll�lb yaArspxesw tt . o' • 1- APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING M .311TI ES 1070 TECHNOLOfir DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKONLS, FL 34274 1 1/4" MIN. 1/4" MAX. SHIM F.K. Read Road Bp F.K. q K e B� . F.K 0,8., D000rtptkor #12 WOOD SCREW 12 29/03 0 723/03 4/4/03 75/02 2/16/98 ANCHORAGE APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL JAMB SECTION WOOD ANCHORING r6' PRO & /12 SP F- REMOVE 3/16 TAME E-NO CNC MIS SHT D-ADD NOTES 3 & 4 1 1/4" MIN: ALUMINUM HORIZONTAL SLIDING WINDOW Hs -710 I NTS 5 a 6 4112 G. km- .737 O FLANGE FRAME JAMB 6063 -T5 ALUM. =L .678 05/16" GLAZING BEAD 8063 -T5 ALUM. 1.187 k.- 2.074 .062 ® FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL - 1969 & FTL - 3740 1.187 .062 -I .723 .688 -0-1 t 1.349 © WIND LOAD ADAPTER 6063 -T5 ALUM. t .062 1.403 Q FIXED MEETING RAIL 6063HS -T54 ALUM. > D .SASH TOP -& BOTTOM RAIL 6063 -T5 ALUM. 1 .062 --► 1.187 1.081 --1 "1 ® SASH MEETING RAIL 6063HS -T54 ALUM. 1.373 .062 1.273 F L 2.7, 0.17 Q FLANGE FRAME HEAD 6063 -T5 ALUM. 1 1.097 .6 3@0 13/16" GLAZING BEAD 6063 -T5 ALUM. P ( RobertL Clark, P.E. PE 939712 Enwolund 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1.122 1 1L1.291 -IN- 1.970 ® SASH SIDE RAIL 6063 -T5 ALUM. .062 -- "+"1- 2.094 I u Fi 2.710 -►I ® FLANGE FRAME SILL 6063 -T5 ALUM. rson rneveco � Mows Sodas /Model Scala Wont .062 1.349 F.K. 1 %2/01 EXTRUSION PROFILES ALUMINUM HORIZONTAL SLIDING WINDOW Wash+g No. Rot. HS -710 NTS 6 ot 6 4112 G MM I��DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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 (AHI). 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 (m 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 AHT 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 Hlgh Velocity Hurricane Zone ofthe Florida Building Code. • DESCRIPTION: Series FD-101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites", sheets 1 through 8 of 8, prepared by manufacturer, dated. 742-99 and last revised on 0147 -03, 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 m arer's name or logo, city, state and Mowing statement: "Miami: Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively acting 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 ofthe product or- process. Misuse of this NOA as an endorsement of airy 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. Many 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 manufactiner or its distributors and shall be available for inspection at.the j g ', . , of the Building Official. This NOA revises & renews NOA ! ► - O1 and, ofthis page 1 as well as approval document mentioned above. The submitted documentation was . b IshstaL _ r, P.E. 1 , ,ty MIAMI -DADE COUNTY, FLORIDA METR -DADE FLAGLER BUILDING 140 WESTFLAGLER STREET, SUITE 1603 , MIAMI, FLORIDA 33130-1563 (305) 37 FAX (305) 375 -2908 NOA No 02-0927.13 11 [ Expiration Date: February 13, 2008 V Approval Date: February 13, 2003 Page l se 38.125 MAX. 33 3/8 MALLA DAYUGHT OPENING 8.500 -.1 MAX. 4.000 4.000 4.000 4.000 25" MAX. DAYLIGHT OPENING IMINMEN mad__ MAX OXXO 71.750 MAX. 2r MAX DAYLIGHT -1 OPENING 13.50 MAX .... .... / 4.000 4.000 -.. 1 4.000 4.000 -■ 1 4.000 \ \ 4.000 -.- .p./ 4.000 \ NI. Four 1/4" Toscana or 8 t Rated at tide Location. T op & E 38.125 MAX. 33 3/8 MAX DAYUGHT OPENING LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 3 FOR GLAZING DETAILS) OPTION? - .402 (3/87 LAMMED 0/16- HEAT SIRMG11111NED, .090 INNER lAYM. ANNEALED OPTION 2 - .402 wa, LAMINATED 0/16" HEAT S7RENG7HAED, .090 INNER LAYER, or HEAT STRENGTHENED OPTION 3 - 7/16" LAMMED (3/16" HEAT SIRIBIGTHMED, .090 INNER LAYER, 3/16" ANNEALED OPTION 4 - 7/18. LAMINATED (3/16* HEAT STRENGTHMED, .090 11414132 LAYER. 3/16" HEAT STRENGTHSVED 2.) DESIGN PRESSURE RAW: pa TABLES SHEET 2) 3.) ANCHORS: DOOR MAX FROM CORNERS : 6.500 (HEAD* & SILL) 1.1AK. FROM CORNERS: 6.000 (JAMBS MAX SPACING AT HEAD & SILL: 1 MAX SPACING AT JAMB& 21.000 4.) SHUT115? REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) REFERENCE TEST REPORT: FTL-2087 6.) SEAL4NT 70 BE APPIJED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 13.250 1111 fi TYPICAL 21.000 MAX 8.000 t 21.000 MAX. -I. HINGE LOC. 13.250 TYPICAL 8.000 t 47.875 HINGE LOC. TYPICAL *mass ARE TYP. IN 14FAn & SU, i h Mbe .397 Structwal se MAX r- 38.125 MAX. -.- 33 3/8 MAX. DAYLIGHT OPENING .1■•••■■•• 1/8 MAX DAYLIGHT PEIGNO 2 POINT LOCK °PEON 39.500 o•■ 85 8.500 _J MAX. zoo 4.000 4.000 . UT. 1070 IECHISIILOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 4.000 F.K. Read By: Ra fif iv F.K. Orarn D.B. 13.50 MAX ;712/99 X 0 37.500 MAX. 25" MAX. MANUMIT OPENING Raved Byt Revlakone: 0 0.0. DIMS Revistones =AB MASS & Mint 8/20/01 B-PLE11ER 8/17/0 ELEVATIONS OXXO & OX0 1 33 3/8 MAX. DAYUGHT OPENING 38.125 MAX. 8.000 21.000 MAX. 1 21.000 MAX. J. 8.000 estonucTmuswati aocalapbasvim Mello* Italdlasup. Astaptsarata acossmaaarv a Atl i kau . ataa ALUMINUM FRENCH DOOR W/ SIDELITES Serlee"rdek Sotto Sheet 0700g No. Fv-roi NTS 1 of 8 I 972 RD COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3116° Heat Strengthened, .090 Inner Layer, 1/8° Annealed COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTION 2 Strengthened, .090 inner Layer, 1/8° Heat Strengthened COMPARATWE ANALYSIS TABLE 3. - GLASS OPTION 3 Strengthened, .090 Inner Layer, 3/18° Annealed Qty. of Slabs SWUM* Width Max. Door) Heilh� Max- Coo Widths Hel, hts 1 1 0 0 0 Max Door Widths Heights Widths 79.750 83.750 87.750 91.760 5.750 79.760 -76.0. 83.760 -76.0 87.750 -76.0 91.750 -76.0 X5.760 -76.0 79.760 -75.0 83.750 -75.0 87.750 -75.0 91.760 -75.0 95.760 -76.0 O X O 1 22000 37 SOD -76.0 -76.0 -72.5 -70.2 .68.8 0 )4 0 • 75.0 75.0 72.5 70.2 88.8 75.0 76.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 1 _ 26000 37.600 I 74,7 -732 70.8 48.5 67.1 -75.0 45.0 -75.0 -75.0 -76.0 -76.0 -75.0 45.0 45.0 -76.0 74.7 732 70.8 68.5 87.1 75.0 76.0 75.0 75.0 76.0 76.0 76.0 76.0 76.0 76.0 1 , 30000 37 600 - 84.7 -632 -610 -59.0 -582 3 750 78.0 76.0 750 75.0 75A :75.0 -75.0 75.0 -76.0 84.7 632 81.0 69.0 682 75.0 75.0 76.0 76.0 76.0 78.0 76.0 76.0 76.0 75.0 1 33.000 37600 -65 -63.5 - 51.8 -50.1 48.9 -76.0 76.0 76.0 -75.0 -75.0 -76.0 -76.0 -75.0 -74.7 -72.8 65.4 53.6 • 51.8 50.1 48.9 75.Q 76.0 75.0 76.0 75.0 78.0 76.0 76.0 74.7 72.8 1 38.125 37.600 -48.9 -47.6 -45.4 - 43.4 +11.8 -75.0 -76.0 -76.0 -75.0 - 75.0 -70.0 - 87.9 - 86.7 - 83.1 -80.4 48.9 47.5 ' 45.4 43.4 41.8 76.0 75.0 75.0 75.0 76.0 70.0 87.9 85.7 83.1 80.4 C X X 0 2 22.000 71.760 75.0 -76.0 -72.5 -70.2 -88.8 0 )4 14 0 2 71.760 -75.0 -76.0 -75.0 -75.0 -75.0 0 )4 )40 2 71.760 -7 5.0 -75.0 75.0 76.0 -75.0 75.0 76.0 72.5 70.2 68.8 760 75.0 75.0 76.0 75.0 75.0 76.0 76.0 75.0 76.0 ' 2 28.000 71.760 74.7 - 732 70.8 - 68.5 -87.1 • 2 71.780 -75.0 -76.0 -75.0 -76.0 -76.0 2 71.760 -78.0 -78.0' -76.0 -'75.0 -75.0 • 74.7 732 70.8 88.5 87.1 76.0 75.0 76.0 78.0 76.0 76.0 76.0 75.0 75.0 76.0 2 30.000 71.750 -64.7 -63.2 -81.0 - 69.0 -58.2 2 71.760 -76.0 -76.0 -76.0 -75.0 -76.0 2 71.760 75.0 -75.0 -75.0 -75.0 -75.0 64.7 63.2 81.0 69.0 682 76.0 78.0 75.0 75.0 75.0 76.0 76.0 78.0 75.0 75.0 2 33000 71.760 -55.4 -63.6 -51.6 - 50.1 -48.9 2 71.750 -76.0 -75.0 -76.0 -76.0 76.0 2 71.750 -76.0 -76.0 -76.0 -74.7 -728 65.4 53.5 51.6 50.1 48.9 75.0 75.0 76.0 75.0 780 76.0 75.0 76.0 74.7 72.8 2 38.125 71.780 ; -48.9 -47.6 -45.4 -43.4 -41.8 2 71.750 -75.0 76.0 76.0 -75.0 75.0 2 71.760 -70.0 - 87.9 -86.7 -83.1 -80.4 48.9 47.6 45.4 43.4 41.8 76.0 75.0 76.0 75.0 75.0 70.0 87.9 85.7 83.1 80.4 COMPARATIVE ANALYSIS TABLE 4.- GLASS OPTION 4 3/18° Heat Strengthened, .080 Inner t Layer, 3/18° Heat Strengthened Qty. of Blaine Max. Door Hellhts NOTES; 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND Slabs Width Widths 79.750 83.750 87.750 91.750 95.760 GLASS TABLES ASTM E 1300 -98. 1 22.080 37.600 1 45.0 46.0 -75.0 45.0 -76.0 2. POSTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND 75.0 76.0 76.0 76.0 75.0 GLASS TABLES ASTM E 1300 -98. 1 000 -75.0 76.0 -76.0 76.0 76.0 3. GENERAL: D/0 m DAYLIGHT OPENING 0 76.0 75.0 76.0 75.0 76.0 Ab. D/0 HEIGHT ® DOOR HEIGHT - 10.875' X 1 30.000 - 37.500 -75.0 -75.0 76.0 -76.0 -75.0 0/0 WIDTH SIDEUTE m- SIDEUTE WIDTH - 2.750' 1193099431211111SWED �3sarAlaW + 0 75.0 76.0 75.0 76.0 76.0 0/0 WIDTH PANEL = PANEL WIDTH - 12.500' 1 33.000 37.600 -76.0 -75.0 -75.0 -76.0 -76.0 76.0 76.0 76.0 .. 7b.0 1 37.500 -75.0 -75.0 -76.0 76.0 -75.0 38.126 76.0 75.0 75.0 76.0 75.0 Fdt F.K. !sate 1/17/03 99/02 RahWonK 4 ADD AIDE J CC liarlelame OESIG 1 TAMES 71.780 -75.0 -76.0 -76.0 76.0 -76.0 l )// ( •((( Robert L k, P.E. par P.E. 712 89 2 22.000 76.0 76.0 76.0 75.0 76.0 2 28000 -75.0 -76.0 --76.0 A F.K. BLET /iVot ::: 76.0 76.0 . 76.0 D.B -76.0 -78.0 -76.0 -780 -76.0 0 30.000 75.0 76.0 75.0 75.0 75.0 DESIGN PRESSURE TABLES, OXXO & 0X0 2 33.000 71.750 -75.0 76.0 -75.0 76.0 78.0 75.0 -75.0 75.0 -75.0 76.0 11314% , P.O. BOX 13 NOKQkB, Fl. 34274 42 ALUMINUM FRENCH DOOR W/ SIDELITES 2 38.125 71.750 Q -76.0 76.0 -75.0 78.0 76A 78.0 -75.0 78.0 -76.0 750 e fee/MedaU FD -101 NTS Sheet 2 of 8 wing Na 972 I Raw 0 .QQQ8 SIDELITES GLAZING OPTION 1 .402 (/8 ") LAMINATED pMDR _ir. 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8' ANNEALED 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' HEAT STRENGTHENED Q7 .437 SIDELITES GLAZING OPTION 4 7/16" LAMINATED 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 1/8' ANNEALED 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' HEAT STRENGTHENED REFERENCE TEST REPORT: FTL -2067 • IF 3/18' HEAT STRENGTHENED 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) .090 INNER LAYER (SEE NOTE) 1/8' HEAT STRENGTHENED 1/8' HEAT STRENGTHENED DOOR SIDELITES GLAZING OPTION 2 .402 (3/8 ") LAMINATED 110128 —4F 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' ANNEALED NOTE INNER LAYER MAY BE DUPONT BUTACRE PVB OR S4FLEX /KEEPSAFE MAXIMUM. RaPE #0�26PE aI „ F.K. 9/9 /02 C 7/16 GLASS EX" 8/20/01 8-PER LErWR 8/17/01 Lkam 8y:• • !IES D.B. 7/12/99 Geeceptleis GLAZING DETAILS GLAZING OPTION 3 7/16" LAMINATED 3/18' HEAT STRENGTHENED .090 INNER LAYER (SEE NOTE) 3/18' ANNEALED SIDELITES Raved 8 n Date Ru ww !D F.K. 1/17/03 D—NO CHO THIS SHT Rend Byr Da0u Widow: ROM= OltLwtla9Y 2 2 •43 Title 10 NOK01�278 ALUMINUM FRENCH DOOR W/ SIDELITES P.O. BOX 1529 Srtsa/Yadot: Sad& S& Sao No. Raw NLKOMIS. FL 34274 FD -101 NTS 3 of 8 972 0 EXTERIOR INTERIOR SIMMS 3.100 1 INTERIOR HORIZONTAL SECTION _ONO) HORIZONTAL SECTION REFERENCE TEST REPORT: FTL -2067 37.500 PANa OVERALL 71.750 OUTSWING OUTSWING 33 3/8 G iM1L 1.480 .890 SEE SHEET 3 FOR ANCHORS ROUGH OPENING ,e/L Robert L park, P.E. PE #39712 Steuaturul I- .830 1070 TECHNOLOGY ORNE NOKOMa 11. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 . SEE SHEET 3 FOR ANCHORS ROUGH OPENINO. ry 0 0 SHEET 3 FOR ANCHORS .250 Max. Shim 0 INC 3.100 7173. 1.479 OPENING wx 1.489 qta S 111 L !- 4.586 1 1.479 5.459 96.000 4.000 4.000 OUTSWINQ Read Br• �to F.K. Row Ay: 1 1 7 03 9 F.K. 9/20/01 Drawn B 7/.12/99 SEC TIONS R000H SIDEUTF 1+- 3.000 `-R OPENING I..- 3 100 -1 0-NO CHG THIS SHE aradartx C -N0 CHC THIS Stn' P LET 8/17/01 85'1/8 MAX .1928ICALSEED211 .750 .111ibilorr, Shift ALUMINUM FRENCH DOOR W/ SIDELITES Sada/Nedek We Sheet: Ororf g No. Rer. FD -1o1 NTS 4 or 8 972 D 0 O 0 O 0 0 Qi % O r11 ` LL 0 s RI' 0 reril [*"T!Zn 10 000R HEAD 4c2NGT>R �S/�11tY_ IlI.L01Y , xrb'1• EfEMMINIIMIIIBILIEMCI ��L•u• - b all r' r,Torgni rzza k IL� tIIIIWiTiNSi1; ie-O 75111 7�iP�JIS91FTk!/ ∎G1 f f<()1Grf zAME >t,��rrrar�,c -r >r� y�T :7l��[:i63Zsi!- YK:nxNx�.,., QClltrs:r3acrs err are:�T: 41f0111 z 6E1.€:1417-TI1.1 n rn w7r©)1rTaa s IN la:G!!1 3•il MbfAig.1 C T3>• Q ©llT..i3Lr1�LL>■ 101i1fIIII10 ■QD1 El•Pt err^ ?7l. hrd1tal;7 RILIL6 '1•F t 10.11 RIBIBIE7fLIIt>fr.G o aL ti1 1�' 7, P fIrl �t tiJ'. arT /2 MIErf: f.3r�,:Q.AIMIIIMIIIIQO1G> l'1■ 1117411©fLI7 x �,? 1 'I GF .9,G1 1z2yrx fi a c?!L E Y :!I4 a Y s&TAIIIEl01 � tC: INF:ig•rE/l . f Llif�i) /1t111P1Ti - ir IENOMLSSM" 11!Z.71111 F1EE L'Iy:VR:V:ig-1Y.LiMailQa1 iL•7 17a:7!G1;1118 ".3LTl gilINIIIIMMOBI MOM i10acla ��+1• WITEACHAIDAIDOLZIAIIMINMIMNI tvr )L'C tYY.1Y 1?iL7lEI7fFjlr �i1iZ• TQ.)1�3!I�ZI- rLfit�!Z LSFI�� >I Lii7 {f� 1y� Q.f1 _ C'r3: rr' mihm"Al r3,t3 l' ICA W-1MII E >t tarL.L0I1111■11■11F !?>• 11Beli - riIII>K1361:0 1�1 f1.77/11F -N71 ., . tl41=i1Fld A� J :1W-diaWP,ali-yG7tIl•KF_IG)l BEAM C1:7 T1 iar4�tiy Li►175] �Qnir`r�T►� WIFEMCIEferMIN 'FAN UTF7 a . �.r ■Fil!lIal=►1.y)3!=Pl!1 AY.911 - X01 WJ71F�i! •, , 1=1111EA..aiefM:M11111111Qn1 C�F ,, _ S'. Klidi 11I.11'LS9i 11q P2 1i% irn1ESIbil 'IMI QJIk=:eiadr_ f Tirruis ilE lQ011 ❑r► 1 01GTaZemi&l FLS L Q131 ,. Win C_WArOl+t!ts,7 10:2" TL:M11•1111111111111 QO1 w:11i?7ir-- L! ui - om• 1�rI5F1 '2 ZYr�`I•f4IfP)ILr��L•� rr F;n417[ ICIC31GTaZiri+ 0 -. QD1GT - gZATU ■ It II W1' FT W _ - • • Q©1GIall �iFIL I "►i !T'te1T� lla; nr �T ,.rnr�ij>■13Lf>•GT�r'T� IUD1LL1MILILM tf1•I£13� 9�7! I'D. i - x, a;17:. ,, yr Q1E41 t;1-... = y1 ?ra s.f G AyiA y_m1R'T:LL1.7a %�1 �Dfc >,rrr^rrTr ©f17�Cti317fr3t/T,>;� LI ©1� KEN VALY T` WAiAr.F3 7fLi 17■1•111111111 1WW)1 ..1■1111111•111r sag 1. QTYS IN BRACKETS ARE FOR OX0 CONFIGURATION 2 REFERENCE TEST REPORT: F7L -2087 BILL OF MATERIALS TR* D.B. 7/72/99 namucruraweo N e e apipig BNatb IINIr itspeita ALUMINUM FRENCH DOOR W/ SIDELITES % % Robert L mark, P.E. PE 139712 Structural 1070 1E0H01OLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NORMS, FL 34274 Sm/es/Ikdeh FD -101 NTS 5 er 8 Weft 972 Raw D 4.000 DOOR PANEL HEAD & SILL 1 6063 -T5 ALUM. O WEATHER STRIP CHANNEL 6063 -T5 ALUM. .375 LD. 2.125 .125 r.",1 HINGE EXTRUSION 6063 -T5 ALUM. 4.100 O DOOR PANEL JAMB 6083 -75 ALUM. .125 1.500 I � I � --1 :750 1- TRUSS CLAM 11 6063 - 75 ALU P M. 4: 100 1.272 DOOR PANEL, INTERIOR ASTRAGAL 6063 -T5 ALUM. 3.000 FRAME HEAD ' Q.) 6083 -75 ALUM. g/ /1 � ') but L Clink, P.E St u�urral 2 4.675 4.675 1.479 P.O. 90X 1529 NOKokes, FL 34274 4.100 O DOOR PANEL, EXTERIOR ASTRAGAL 6063 -75 ALUM. Imo--- 3.000-.1 O OUTSWING THRESHOLD 6063 -15 ALUM. 3.000 F 1.460 —{ x — .050 r Rend Bp Data Rader= F. . 1 17/03 D—N0 CHG TH1S SHT 11147 F.K. 9 9/02 C SHT whim MD 9�9/D2 EXTRUSIONS PROFILES, DOORS FRAME JAMB 8 6063 -75 ALUM. • IIIENISWED a�NslMti NOM saleakiark 1070 1140KO o �34� ALUMINUM FRENCH DOOR W/ SIDELITES Sarba/Xodab Saalk 27242b Drawing Mo. Rar. FD -101 NTS 6 au 8 972 D 3.100 -1 1*--- 3.100 ----1 SIDEUTE BOTTOM RAIL 6063-75 ALUM. -1 .830 r _ .050 2.98 O SIDELTIE JAMB ADAPTER 8063—T5 ALUM. 5.459 .062 - wit" - 1.800 O SIDEUTE HEADER 6083-13 ALUM. .075 71-' Roberi L Clark P.E. PE #39712 Stpiatural 1.479 f: 0_62 7 _, rx901 .050 1.578 SIDELITE JAMB 1/4,...T) 6063-13 ALUM. 3.000 PRO DOCMailta A Rend Ifir Dan Revisions F 1/17/03 Co-NO CHO THIS SHT 9p O Ramon: F.K. 9/02 C SHT Dram By: F.K. 9/9/02 EXTRUSIONS PROFILES, SIDELITES 1070 TE111010LOOY ORME NOKOMIS, FL 34275 ALUMINUM FRENCH DOOR W/ SIDELITES P.O. BOX 1529 NOKOMIS. FL .34274 Sodst/Medak Sage Moth Drawing No Raw FD-101 ° NTS 7 of 8 972 TYP. JAMB TYP. SILL TYP., SILL R. WOOD BUICK (SEE NON 2) TYP. JAMB/SIDELITE two — rat A •• • TYP. SIDELITE HEAD TYP. SIDELITE HEAD . . ..• • . . • ; • .250 Ix MOD BUCK MAX (SEE NOW 3) TYP. JAMB REFERENCE TEST REPORT FR.-2067 .250 MAX TYP. SIDELITE SILL NOTES: 1. USE ONLY MIAMI—DADE COUNTY APPROVED aco OR MY PCONS. 2. ReSTALIATION OF 2x WOOD BUCK TO THE =STRAW ENGINEERED SEPARATELY AND 70 BE REVIEWED BY 131111.01103 OFRCIAL. .3. EYSTALIA71014 OF Ix WOOD BUCK 70 THE SUBSIRA7E 70 BE ENGINEERED SEPARATELY. • Ix WOOD MC( (SEE NOTE 3) rt L 'Mark. PE PE /39712 Stritobmal • ••• *.; ' • • . Ill • • .. f ........... •• 1/4" DIPCON (SEE NOTE 1) P.O. BOX 1520 NOKOMIS, FL 34274 TAPCON (SEE Nom 1) 1 . 2w WOOD BUCK (SEE NOTE 2) 114 PAIBIEAD TYP. SIDELITE SILL and Br Date: . Rxvistens: 1/ 17/03 0—NO CHO MS SHT Area eft F K 8 Rvilatess: C NO7ES ftwwWlenz 8 LE'RER 8/17/01 72 V72/99 2x WOOD SUCK (SEE NOTE 2) .250 MAX /14 FLATHEAD IDIKEWED We Om lima. Bola% sag acc=z51a7 0 1 4 3 .24 8. ANCHORAGE NOKOMIS. FL 34275 1070 1ECAOLOGY 71 ZUMINUM FRENCH DOOR IV SIDELITES WINE SafesAlexfak Sada Shads Drawing t o. are FD-101 NTS 8 8 972 D MIA M I�DADE 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 `DPW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14103, with revision "A ", dated 12/15 /03, 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 Misse 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 and chill be available for inspection at thedj This NOA consists.of this page 1 and evi e above. The submitted documentation was review lY 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 . be provided to the user by the manufacturer or its distributors tl�e req rest of the Building Official. an 2, as as approval document mentioned P.E. NOA No 03-1105.01 Expiration Date: February 19, 2009 m Approval Date: February 19, 2004 Page l PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12/15 /03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading *per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01 -0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL -3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 "4'07 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/18° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/18° ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/18° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/18° LAMINATED GLASS WHICH IS COMPRISED OF (1) UTE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16' AIRSPACE AND 7/16' LAMINATED GLASS WHICH IS COMPRISED OF (2) UTES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 8, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). • C. DESIGN PRESSURES' UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2° FROM CORNERS MAX. 11° O.C. JAMBS: A MAX. 8 1/2' FROM CORNERS MAX. 11' O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL. FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2112° LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5° O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2 FROM CORNERS MAX. 11° O.C. JAMBS: ® MAX. 81/2' FROM CORNERS MAX. 11 O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED • 7. NARROW JOINT SEALANT 15 USED ON ALL FOUR CORNERS OF TdE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & Fri -3850 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS UST 9 ANCHORAGE 1 & 10 �rzrrrxxf tftwo F.1C ogsym RK Dan Oft Madras X 1503 /1 4V3 Itchlorx A ae.aar RouCEANCHOR SPACQYG 1070 lEcHNOLOGY DRIVE moms, FL s42TB • P.O.BOX NOKOM& FL34dr4 Visibly Better NOTES & TABLE OF CONTENTS 7- ALUMINUM PICTURE WINDOW, IMPACT Bobeistg NTS � 1 « 10 Imo° 4259 -4 I A Robert L dark P.E. PE 030712 sbimterat g/k 3/16' ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE 7/18" LAMI GLASS NOMINAL 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) R 21 7/16' AIR SPACE 3/16' HEAT STRENGTHENED GLASS 11/16' NOM OUTSIDE GLASS BITE 0 1 1/16' LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 11/16' NOM GLASS BITE T 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) Dam WINOS H 4A73 Rainbow A aware* NO CHANGE TH9i SHEET 1979 TECANO A"YDANE NOKCM. s, aura A912r4 ed_r Visibly Better GLAZING DETAILS ma ALUMINUM PICTURE WINDOW, IMPACT aelafta WW701 I . NTS 12 d 10 I �� 42884 Robert L park P.E. PE 439712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 80" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.85 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX SIZE = 98° X 47" OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 98" X48° OR MAX AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE =98°X48° OR MAX. AREA = 31.99 SQ. FT. r 48° MAX L NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. OCTAGON MAX. SIZE = 80° BETWEEN FLATS OR MAX AREA = 20.71 SQ. FT. 98' MAX 921/4' MAX. DLO RECTANGLE MAX. SIZE = 48° X 96° OR MAX AREA = 32.00 SQ. FT. ELLIPTICAL MAX. SUE =98'X47' OR MAX AREA = 31.99 SQ. FT. 44114" MAX DLO QUARTER CIRCLE MAX. SIZE =88 "X68" OR MAX AREA = 25.22 SQ. FT. TRAPEZOID MAX SIZE = 48'X98' OR MAX AREA = 31.99 SQ. FT. ARCH. MAX. SIZE = 48" X 98" OR MAX. AREA = 30.28 SQ. FT. Pawl* sua Itmata sae ar b,0u italskm RetlIkar Oft 191609 A 1zcratte FJC 744/03 NO CHANGE WZS SHEET bite 1070 7ECHNO1.00Y DRrvE KOKOMO, FL 31T70 P. 1678 No r1.3m4 E Visibly Bettor FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT f.isebeb 6y" I SW PsryBa Fc ax�7m NTS 3 a 10 I 4259.4 I A Robert L Calk P.E. PE #311712 Structural f/i r HEXAGON FULL CIRCLE MAX. SIZE = 60' BETWEEN FLATS MAX SIZE = 60' DIA. OR MAX AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 98° X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX.. SIZE =98'X48' OR MAX AREA = 26.13 SQ. FT. EYEBROW MAX. SIZE =98"X48' OR MAX AREA = 31.99 SQ. FT. 48" MAX. L NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 6, SHEET 1 AND SHEET 10, DETAILS A & B. OCTAGON QUARTER CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX SIZE = 68' X 68° OR MAX AREA = 20.71 SQ. FT. OR MAX AREA = 25.22 SQ. FT. 98' MAX. 93 1/4" MAX.' DLO RECTANGLE MAX SIZE = 48' X 98° OR MAX AREA = 32.00 SQ. FT. ELLIPTICAL MAX SIZE = 96' X 4T OR MAX AREA = 31.99 SQ. FT. 451/4° MAX. DLO TRAPEZOID MAX SIZE = 48° X 98° OR MAX AREA = 31.99 SQ. FT. AR • MAX. SIZE = 48' X 98° OR MAX AREA = 30.28 SQ. FT. er Dole Ristrkax eN iinodaR Oft i2/i& 1 A oe°,raBr FX Oft FF. 7/14/13 NOGUNQ8 THIS SHEET aa< { TECHNOLOGY DRIVE &MOW. FL MTh P.0.3QX i6PB NOKOMIS. FL 8!274 Vlaib)y Better INTEGRAL FIN ELEVATIONS INV ALUMINUM PICTURE WINDOW, IMPACT e.em.e sar. Gene u°si,en an PYArei NTS 14 d 10 I 42594 I A Robot L Clerk P.E. PE #311712 BEaumn°1 COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G. ; 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/18" LAMI I.G.. 3/16HS, 7/16" SPACE. 7/16" LAMI (3/16HS, .090. 3/16" HS) WINDOW WIDTH 28.500 34.000 WINDOW HEIGHT 39.500 45.000 46.500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 48.000 AREA SQ.FT. 12.964 AREA SQ.FT. 10.788 49.000 A &C 80.0 -80.0 B &D 80.0 I -80.0 AREA SQ.FT. 9.698 54.500 I A &C 80.0 I -80.0 B &D 80.0 -80.0 60.000 I A &C 80.0 I 480.0 B &D 80.0 -80.0 AREA SQ.FT. 11.875 • 85.500 A &C 80.0 I -80.0 B&D 80.0 I -80.0 71.000 I A &C 80.0 430.0 B &D 80.0 0 -80.0 AREA SQ.FT. 14. 52 76.500 A &C B&D 80.0 4 -80.0 80.0 1 -80.0 19. 76 22.188 AREA SQ.FT. 82.000 I A &C B &D 80.0 -80.0 AREA SQ.FT. 16.229 87.500 A &C 80.0 1 -80.0 I B &D 22.493 25.625 AREA SQ.FT. 93.000 I A &C B &D AREA SQ.FT. 98.000 A &C B&D SQ.FT Swoop am FP.K. 1711WS caper. G.ic FJC 7/140.9 80.0 -80.0 80.0 -80.0 15.1 80.0 I -80.0 80.0 -80.0 17.318 80.0 -80.0 80.0 -80.0 18.406 80.0 -80.0 80.0 -80.0 9.0 ��. 80.0 -80.0 80.0 -80.0 1 80.0 -80.0 80.0 8 -80.0 12 68 80.0 1 -80.0 80.0 -80.0 14.87 80.0 I -80.0 80.0 -80.0 15.465 79.4 1 -79.4 80.0 -80.0 16.64 76.8 -76.8 80.0 -80.0 18.063 74.1 I -74.1 80.0 -80.0 19.361 70.7 I -70.7 80.0 -80.0 20.660 69.1 -69.1 80.0 -80.0 21.958 68.8 -88.8 80.0 -80.0 6 - R7 E G 1 mamma WITH HP SGRE NS 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 I -80.0 13.441 15.313 80.0 -80.0 76.7 -78.7 80.0 -80.0 80.0 I -80.0 14.950 17.031 74.0 -74.0 69.9 -69.9 80.0 -80.0 80.0 -80.0 16.458 18.750 68.5 -68.5 83.5 -63.5 80.0 -80.0 80.0 -80.0 7.967 20.4;1! 63.7 1 -63.7 57.9 1 -57.9 59.7 I -59.7 52.8 -52.8 80.0 -80.0 80.0 -80.0 20.984 23.906 56.5 -56.5 48.3 -48.3 80.0 -80.0 80.0 -80.0 53.6 I - 53.6 43.8 I -43.6 80.0 -80.0 80.0 -80.0 24.002 27.344 51.4. I -51.4 42.5 I -42.5 80.0 -80.0 80.0 -80.0 25.510 29.063 50.4 -50.4 41.6 -41.6 NOTE 1 PRESSURES ARE BASED' THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4• TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-60 P.S.F. WHEN ANCHORING WITH 012 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST EILANRUL.AR J7F IN TARI F 1. WHICH 1I4FIR AVFRAI I WITH ANr HEIGHT DIMFNSIfINS COMPI FTFI Y =IT WITHIN. ors Doia RoIlme A CHANGE owAtex P.G.. F 1828 NOICGNIIt FL 90P71 80.0 I -80.0 80.0 ` -80.0 15.8 74.0 I -75.2 80.0 1 -80.0 17.. 9 672 I -68.6 80.0 -80.0 19.375 61.3 I -62.3 80.0 -80.0 21.151 58.1 • I -57.1 80.0 I -80.0 22927 51.9 I -52.1 80.0 -80.0 24.703 47.6 -48.0 80.0 -80.0 8. 43.4 I -43.2 80.0 -80.0 28.255 40.7 I -41.0 80.0 I -80.0 30.03 39.4 -40.1 80.0 -80.0 31. 111 80.0 I -80.0 80.0 -80.0 16.333 74.0 -74.0 80.0 -80.0 18. 67 67.2 I -67.2 80.0 -80.0 20.000 61.3 I -61.3 80.0 -80.0 21.833 56.1 I -56.1 80.0 I -80.0 23.667 51.9 I -51.9 80.0 -80.0 25.500 47.6 I -47.6 80.0 -80.0 27.333 43.4 I -43.4 80.0 I -80.0 29.167 40.7 I -40.7 79.4 -79.4 31.000 39.4 -39.4 76.6 -76.6 2. UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT visibly setter I NTS I s s 10 1 42594 A Robert Clatlt, P.E. PE939712 Structural AREA SQ.FT. COMPARATIVE ANALYSIS TABLE 2, A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) FTL -3835 GLASS TYPE B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3 /16HS) FTL -3835 C. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G.. 3/16HS, 7/16" SPACE. 7/16" LAMI (3/16HS..090.3/16" HS) FTL -3850 WINDOW WIDTH 49.000 A &C B &D AREA SQ.FT. 54.500 I A &C B &D AREA SQ.FT. 60.000 I . A &C B &D AREA SQ.FT. '65500 I A &C B &D 71.000 I A &C B &D AREA SQ.FT. 76.500 I A &C B &D AREA SQ.FT. 82.000 A &C B &D AREA SQ.FT. 87.500 A &C B &D AREA SQ.FT. 93.000 A &C B &D AREA SQ.FT. 96.000 I A &C B &D AREA SQ.FT. 28.500 80.0 I -80.0 80.0 -80,0 9.698 80.0 I -80.0 80.0 -80.0 10.786 80.0 I -80.0 80.0 I -80.0 11.875 80.0 l -80.0 80.0 I -80.0 12.964 80.0 I -80.0 80.0 I -80.0 14.052 80.0 -80.0 80.0 -80.0 15.141 . 80.0 I -80.0 80.0 -80.0 16.229 80.0 I -80.0 80.0 -80.0 17.318 80.0 . I -80.0 80.0 -80.0 18. ' 06 80.0 1 -80.0 . 80.0 19. -80.0 34.000 80.0 I -80.0 80.0. -80.0 11.569 80.0 I -80.0 80.0 I -80.0 12.868 80.0 I -80.0 80.0 I -80.0 14.167 78.9 -78.9 80.0 4 -80.0 15.65 75.3 I -75.3 80.0 -80.0 16.764 72.6 I -72.6 80.0 �I -80.0 18. 63 89.4 -89.4 80.0 -80.0 19.361 66.4 -68.4' 80.0 1 -80.0 20.660 65.0 1 -65.0 80.0 -80.0 21. 58 63.9 -63.9 80.0 I -80.0 22.667 78.9 -78.9 80.0 I -80.0 WINDOW HEIGHT 39:500 80.0 -80.0 80.0 1 13.1 14.950 72.2 I -72.2 80,0. -80.0 16.458 65.5 I -65.5 80.0 -80.0 17.967 61.1 -61.1 80.0 -80.0 19.476 57.1 -57.1 80.0 -80.0. 20.984 51.0 -51.0 80.0 -80.0 24.002 45.000 80.0 -80.0 80.0 1 -80.0 15.313 74.3 -74.3. 80.0 -80.0 17.031 67.8 -67.8 80.0 L -80.0 18. 50 61.7 I -61.7 80.0 . -80.0 20.469 58.4 I -56.4 80.0 -80.0 22.188 51.5 I -51.5 80.0 -80.0 21906 53.8 -53.8 47.2 1 -47.2 80.0 -80.0 80.0 I -80.0 22.493 . 1 25.625 42.6 I -42.6 80.0 -80.0 27.344 48.9 -48.9 41.2 I -41.2 80.0 -80.0 80.0 I -80.0 48.0 -48.0 402 I -40.2 80.0 . -80.0 80.0 -80.0 46.500 79.4 I -80.0 80.0 -80.0 15.823 71.9 I -73.1 80.0 I -80.0 17.599 65.0 I -68.4 80.0 I -80.0 19.375 59.6 1-60.7 80.0 -80.0 21. 1 54.8 I -55.5 80.0 -80.0 22.927 51.0 I -51.3 80.0 -80.0 24.703 46.6 I -46.9 80.0 -80.0 26.479 43.1 I -42.7 80.0 . -80.0 28.255 40.4 -40.2 79.7 -79.7 30.031 39.0 1 -38.9 76.9 1 -76.9 31. 48.000 79.4 I -79.4 80.0 I -80.0 16.333 71.9 I -71.9 80.0 I -80.0 18.167 65.0 I -65.0 80.0 I -80.0 20.000 59.6 I -59.8 80.0 -80.0 21.833 54.6 -54.6 80.0 -80.0 23.67 51.0 I -51.0 80.0 -80.0 25.500 46.6 -48.6 80.0 -80.0 27. 3 43.1 I -43.1 80.0 I -80.0 29.167 40.4 -40.4 25.510 29.063 76.0 I -76.0 31.000 39.0 I -39.0 73.1 I -73.1 32.000 26.333 30.000 NOTES: Ti ABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4° TAPCONS. DESIGN PRESSURES ARE UMITED TO +/.60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. A 2 ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RF SIZE IN TABLE 2. WHICH THEIR OVERAU. WIDTH AND HEIQHT DIMENSIONS COMPLETELY FIT WITHIN. � e Snoop mey, Daft Ra OAK MIMS boom fiefdLOC alit= A A RK FJ( Doc MAAS CNANOE 1 ANCHORING WITH Al2SCREWS 1070 rEpozowavoRmi INTEGRAL FIN UNIT DESIGN PRESSURES nGli ALUMINUM PICTURE WINDOW, IMPACT P.O. MS11579 SONOA113{274 - V18161y Belteq arwasc em eewt a�y ee 4259.4 aee I riot 1 I 5- 10 I I A Robert Cmtb P.E. Pa #39712 til waaal 0000 2.784• 4 SCREWED CO ` ER ASS'Y (FLANGE FRAME) OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O © o lip ALONG ENTIRE JOINT KEYED CORNER ASS'Y (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) VERTICAL SECTION (FLANGE FRAME) . Mead* Mr BP FJC 12/1309 A NO MAME THIS SHEET Dom* Mae tibehrdW Da. 1 FUG 7/14173 1070 T16,9B.L L 31275 B NowlI19, FL Sam P.O. apt 1129 NVC1101B8, FL 9m/ • Visibly Batter SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT I NTS 17 d 10 1 42594 II Robert L Clark, P8 PE 1139712 Structural 2.784' SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) laMdfle Mad .3V Px lean JC Dan Dalt tutees m 4w WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) ftsrarc A NO CHANGE THIS SKEET ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION . (INTEGRAL FIN FRAME) KEYED: CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT IWO TEOHNOLOGY DANE N IA PL342?a P.a rma eoxOMFtsaar4 PGT ALONG ENTIRE JOINT MAX. WINDOW HEIGHT 0 0 MAX. DAYLIGHT OPENING SECTIONS INTEGRAL FIN 2.784° INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) ALUMINUM PICTURE WINDOW, IMPACT Visibly Better (NTS I 8 0 f0 rim"' 425" .idtLY :r idt,Irr.r%n• ITEM 2 7 8 10 11 12 13 14 15 17 18 20 21 22 Road Bp Ores Row 1.F Oft Road11, um F.K 12/18 F.K. /1 4V03 DWG NO. 4258A 4253 1155 4255 4254 1224 4224 4282 PART # 84258 84253 781PQX 64255 64254 BTP247 84262 ITEM 10 7/16 LAMI GLASS BEAD MAIL: 8083 -T5 DWG NO. 4255 A NO CHANGE MIS SHEET DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB . 88 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/18 LAMI GLASS BEAD 1 1/18 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALIATION FASTENER COVER' DOW CORNING 899 GLAZING SEALANT DOW CORNING 995SILICONE STRUCTURAL SEALANT, BLACK 7/18° LAMI GLASS, 3/18° ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18° HEAT STRENGTHENED 1 1/18° LAMI I.G. GLASS; 3/18° HEAT STRENGTHENED OUTBOARD - 7/18° AIRSPACE - 3/18° ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/18° HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7/18° LAMI GLASS: 3118° HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1118° LAMI I.G. GLASS:. 3/18° HEAT STRENGTHENED OUTBOARD - 7/18' AIRSPACE - 3/18° HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER -3/18° HEAT STRENGTHENED .348° --•I 1 1/16 LAMI I.G. GLASS BEAD MAT'L: 8083 -T5 DWG NO.4254 1070 7ECMOLOGY DRAM NOKOMIS, R 3!278 • P.O. BOX 1698 NOKONIA 834274 EGT: Visibly Better 2.784° ITEM 1, INTEGRAL FIN FRAME MAT'L: 8063 -TS DWG NO.4258A ITEM 2, FLANGED FRAME MAIL: 8083 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT daaWow 80.ir .a.e mr.ab, ... Rum NTS 9 s 10 4259-4 I A 2.500' • AmwM.eV:vatis RYW Nralra: .1:. .1. Robert LClark PE PE 050712 8triuua.r .13tr DIA. MIN. nc x 2 1 tz. NAIL, AT CORNERS IE:311151e= 411= AND 5" 0.C. CONCRETE WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. I SHIM T 1 1/2' MIN. EMBEDMENT 1/4' TAPCON, 8112" MAX. FROM CORNERS & 11° MAX O.C. (SEE NOTE 1) 114° MAX SH IM 1 1/4" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) INTEGRAL FIN DETAIL B #12 SCREW, 8 1/2" MAX FROM CORNERS & 11" MAX. O.C. T 1 1/4" MIN. 1-* EMBEDMENT: • . : 1/4" MAX. E SHIM t t SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAPAN FLANGED DETAIL E 1 1/2" MIN. EMBEDMENT 1x WOOD BUCK . (SEE NOTE 2) 2x WOOD BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 81/? MAX. FROM CORNERS & 11* MAX O.C. S il NI 1/4" MAX ( EE NOTE 1) cifilimpj . I SHIM 'r, NOTES: FLANGED DETAIL D (SILL ONLY) 1. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL B - OUTSIDE MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. #12 SCREW, 81/? MAX. FROM CORNERS & 11° MAX. O.C. A 1/4° MAX E SHIM T Iowa* air *MO. ohomft lormsx F.K 12/15/03 *Or RIAWOVIC ibstrkee onsato otts Otwaseiax F.K. 7114V3 (MANGE NOTE 1A1M FA8713VER SPACING 1070 TECHNOLOGY DRIVF NOW= FL WM NO Pdr Visibly Better twasmo ANCHORAGE- HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW IMPACT &drib* lam* le Josh PK } NTS1 10 10 4259-4 1 17' Robert L Clark, P.E. PE #39712 Mature' PAGE OF 20.00'(P &M) '•y ,�•.q, y ZA 8.0' �%/�L 0.1'S 00 b 1 - 12;Pt Scale: 1 " =2b' o 5, L4 ,- - 3' C.B,S, WALL (TYP) 15 &M 130.00 BM) r a 3' C.BS, WALL (TYPT\ „'r' •,gin.,,.. ItaNtter • JY • �.• r • .0 • M 14.0' 5W 1 f 0.50'S (!I PROPERTY ADDRESS: 609 NE 105 STREET MIAMI, FLORIDA LEGAL DESCRIPTION LOT 7 OF "CORRECTED PLAT GOLF VIEW ESTATES" ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 41, PAGE 58 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA CERTIFIED TO 4 GLORIA GILBERT MELVYN TRUTE, P.A. ATTORNEYS' TITLE INSURANCE FUND,INC. HOMECOMINGS FINANCIAL NETWORK, ITS SUCCESSORS AND /OR ASSIGNS FLOOD ZONE INFO: COMMUNITY # 120652 PANEL & SUFFIX 0093 J FLOOD ZONE X BASE ELEV: N/A LOWEST FIN. FL. HOUSE: GARAGE: DATE OF FIRM: 7115/95 REVISION SCHEDULE: CCCOVE127 LJR V YOR ►, PRQFE URVEYO SUE Licen4 t 66 7774-704954) 777-2707 - PK. BLVD. • SUITE 108 • LAUDERHILL, FL 33313 LEGEND: - iQ-- - - DENOTES FENCE LINE -// /-. DENOTES WOOD FENCE LINE ABBREVIATIONS: AL - ARC LENGTH - CENTER LINE CF - CALC FROM FIELD MEASURE CR - CALc FROM RECORD INFO DB - DEED BOOK DE - DRAINAGE EASEMENT DME - DRAINAGE MAINTENANCE EASEMENT A - CENTRAL ANGLE EASE - EASEMENT F.F. - FINISHED FLOOR FND - FOUND FPL - FLORIDA POWER & LIGHT L - LEGAL DENOTES ELEVATION SITE M OHC ORB P PC PCC PCP PK POB POC PRC PT RAN RP SBR UE W/C W/M - MEASURED - OVERHEAD POWER CABLE - OFFICIAL RECORDS BOOK - PLAT - POINT OF CURVATURE - POINT OF COMPOUND CURVATURE - PERMANENT CONTROL POINT - PARKER KALON NAIL - PROPERTY LINE - POINT OF BEGINNING - POINT OF COMMENCEMENT - POINT OF REVERSE CURVATURE - POINT OF TANGENCY - RIGHT OF WAY - RADIUS POINT - SOUTHERN BELL RISER - UTILITY EASEMENT - WITNESS CORNER - WATER METER NOTES: 1. THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE. 2. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 3. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D. 1929). 4. FENCE TIES ARE NOT CENTERLINE OF FENCE. 5. IN SOME CASES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 6. ALL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 7. DATE OF ORIGINAL FIELD WORK 9/21 / y SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLO • IDA STATUTES. BOUNDARY SIGNED: - DATE: '' iam Michael Carr, Professional Surveyor & M per Florida Registration No. 5092 (not valid without the signature and original seal of the Florida Licensed Surveyor and Mapper shown above) Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/30/2004 Applicant: ALBERTO Owner: SOTO JOB ADDRESS: 609 Contractor SILVER PLUMBING & SEWER SERVICE INC Contractor's Address: 1071 NE 79 ST Local Phone: Parcel # 1122310120060 NE 105 Plumbing Permit Permit Number: PL2004 -264 SOTO ALBERTO ST Page 1 of 1 Legal Description: GOLF VIEW EST CORR PLAT PB 41 -58 LOT 7 LOT SIZE IRREGULAR OR Fees: FEE2004 -11924 FEE2004-11925 FEE2004 -11926 FEE2004 -11927 FEE2004 -11928 Description Building Fee CCF Training and Education Fee Technology Fee Submittal Fee Total Fees: Amount $180.00 $1.80 $0.60 $4.50 ($50.00) $136.90 Total Fees: $136.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/6/2005 Construction Value: $2,500.00 Work: PLUBMING FOR NEW ADDITION DEC 0 6 MD Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: M 25 B ILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical umbi Mechanical Roofing Owner's Name (Fee Simple Titleholder) A lb t k 0 n Phone # 3 Os 3' 5 - 7 a1 C FL Zip 3313e Owner's Address 6 d 4 Cit r 1 ry Ns.+ 31A0 State Tenant/Lessee Name Phone # Job Address (where the work is being done) folb City Miami Shores Village County Miami- Zip .j Is Building Historically Designated YES NO Contractor's Company Name l i kii/N 1 L o "`1 Phone # 4 9S i _I - a5 J Contractor's Address ea 15 to t a ca r 1 - Pt City 0 AI State F Zip 3 3 o`•o Qualifier A 1 i c a 5 +e i N h .k- €0 ) � $ Value of Work For this Permit 4 a 56 Submittal Fee $-C 0 , Notary $ !_ Training/Education Fee $ Total Fee Now Due $ (Continued on opposite side) J ?j(i 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee $ Permit No. Master Permit No Square Footage Of Work: Type of Work: Addition ❑Alteration N'w ❑ Repair/Replace Describe Work: CCF$ Technology Fee $ State Certificate or Registration No. (FC011 O 4 Certificate of Competency No. .r.= y� 4t ' 3a.r? p L.{ Architect/Engineer's Name (if applicable) a� ! e h� Phone # G � '' U S' " 9 0 � 11 CO/CC 5 Demolition li Scanning $ '� Radon $ ------- Zoning Bond $ Code Enforcement $ Structural Plan Review. $ -= 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 MR 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 is ance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the no `e of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. o, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs saf (7) days after the building permit is issued In the absence of such posted notice, the inspectionof be approved and a f section fee will be charged Owner or Agent The foregoin instrument was acknowledged befo me this;' day of �V i;� . 20 b 4/ c ./ C® , who i NO S As identification r who has produced d who did take an oath. Print * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Signature SI.MlI...Nq.N.......f.U...N/�1 RHONDA P. FREDERICK ` Came D00337010 IS EON 7212009 42$4:Trint: P Contractor The foregoing instrument was acknowledged before me this day of Y , 20 eick by who i ersonally known to me o who has produced as iden i cation and wh did take an oath. RHONDA P FREDERICK : Com 7010 j - Expires 721/2000 pmnp�P` FlWk18 Nit Asdtl.. Ili • : Flot1d8 Assn.. loci My Commission Expires:• ............................sM Commission Expires ,••, t ••.. ................. .......... * * * * * * * * * * * * * * * * * * * ** 7? ** ***************** * *** **** * * * * * * * * *** *** * * *** * * ** err .** * ** ** ** * * * * ** * ** *** * ** * * ** ********************************* ** * ** * * * * * * ** * * * * * ** ** * * * ** * * ** Plans Examiner Engineer Zoning ITEM BATH TIP UNIT .I FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS • CENTRAL HEATING BISHWASIER RECEPTACLES A/C (WIND) DISPOSAL SERV ICE TEWORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AWS DUCT WORK FLOOR DRAIN SERV ICE . REPAIMETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR • RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE MOUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER .MOTORS 0- 1 IP STEAM BOILERS SHOWER 1 MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COW . MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE 1 MOTORS OVER 5- 8 if TRANSPORTING ASSEM3LIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEIrPORARY WATER CLOSET MOTORS OVER 10- 25 FP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 If COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION • INDIRECT WASTES - A/C WINDOW RE INSPECT ION WATER .SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS •HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPR I NKLER -WELL SPEC I AL PURPOSE SWIMMING POOL OUTLETS COIJ1ERCIAL WATER SERV ICE SIGN TUBES SEWER CONNECT IONS . S I GN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UT IL ITY WATER F IXR RES SEPTIC TANK ANTENNA . RELAY TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PU* & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL . AREA MAIN • ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) • GAS PIPING (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ADDENDUM TO BUILDING PERMIT APPLICATION ELECTRICAL MECHANICAL BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner'5 Address 0 k e ci 3 State Tenant/Lessee Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbin Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO City Qualifier cli bpre r67 / d ; _ tri Contractor's Company Name Contractor's Address Code Enforcement (Continued on opposite side) State /ecAr �? I State Certificate or Registration Nol ?°CG‘? C $ Value of Work For this Permit Total Fee Now Due $ 4 ° RECEOVED OCT Q 5 »04 Permit No. ►, Master Permit No. ly P 0 Mechanical Roofing Phone # 15 311 ° � a a - 7s . Zip isr Phone # Zip 3,?).? 1r `one #3 /9 Zip . Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Structural Plan Review. $ ❑ Repair/Replace 0 De olition **************************** F*, *, * *, * * * * * * * ******* * * * *** @ �64+t — Submittal Fee $ _ � Permit Fee $ / `z`� CCF $ 1 0 a C° CO/CC Notary $ --------. Training/Education Fee $ Technology Fee $ e29 , Scanning $ Radon $ ning Bond $ 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 en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and nspection fee will be charged. Signature Owner or Agent gL The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �1 day offs. , 20 * * ** * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED Chc 05/13/03 Signature day of riby ik/ t - Contractor w o is personally known to msik who has produced who is ersonally know o me or who has produced As ide cation an who did take an oath. as identification and who did take an oath. NOT � � • ' IC: / f RMONOsA P. FREDERici�`P�Y P • : Si: /% ! l r Caning/ DC30337010 s k `_ YL Print: L. : . > J y/f � G `, , sanded en (800)4324254 Print: L / /-" tau u (ma)y 32- e? . 4n «nr Florida WM.. .. was,. Inc 1 I ui _ -- (1 My Commission Expires:1 2.4 V My Commission Expires: °?- RHONDA P. FREDERICK ° ' Com ng/ 0130337o ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/15/2004 Applicant: ALBERTO SOTO Owner: SOTO ALBERTO JOB ADDRESS: 609 NE 105 ST Parcel # 1122310120060 Plumbing Permit Permit Number: PL2004 -286 Contractor CONTINENTAL GROUP LTD (THE) Contractor's Address: 2950 N 28 TERR Local Phone: 305 -672 -1741 Page 1 of 1 Legal Description: GOLF VIEW EST CORR PLAT PB 41 -58 LOT 7 LOT SIZE IRREGULAR OR Fees: Description Amount FEE2004 -10139 Building Fee $100.00 FEE2004 -10140 CCF $0.60 FEE2004 -10141 Training and Education Fee $0.20 FEE2004 -10142 Technology Fee $2.50 Total Fees: $103.30 Total Fees: $103.30 Total Receipts: $0.00 53 - Permit Status: APPROVED Permit Expiration: 4/3/2005 Construction Value: $500.00 Work: MOVE EXISTING WATER LINE TO ALLOW INSTALLATION OF SEPTIC TANK DRAIN FIELD AS PER SELIT PLANS - MASTER Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: le following pages were originally attached to plans with the foliowing permft # PcOO'/ 1c995 En inee�rin Cover Sheet This cover sheet is provided as per'Florida Statute 61015 -3 1.003 in lieu of signing and sealing each individual sheet. An -index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. Ilter, P.R. FL Reg. Eng. No. 36205 38.20 Paddock Road Weston, FL 33331 (954) 6007123 Project Nuin e: SOTO — RESIDiNCE 609 N. E. 105 STREET MIAMI, FLORIDA Building Authority: MIAMI, FLORIDA Design L,+oad: 30 + 15 + 0 + 10 P F. Building Code: facaouLAKE %98 Software Used: M:iTek 2000 S er 5 1 Project Engineer of Record: 0 -* \PA -e,Y 6— ff,ez_k( Ne_ foc sitLE9-- ROYAL, TRUSS CORP. '9550 NW 79 AVE. # 5 HIALEAH GAEDENS, FL 33016 Phone: 305 -822- 0020/21 Fax: 305 -822 -0029 To: JOB # 12194 REMODELING FOR SOTO RESIDENCE 609 NE 105 ST., MI Reaction Summary Job Number: 12194 Page: 1 Date: 01 -12 -2005 - 7:43:08 AM Project ID: 12194 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davies -Ro Salesperson: Quote Number. Name: Phone: Fax Tentative Delivery Date Profile: 6 Truss Id: Span: Truss Type: Slope: Reactions: :� 4 CJ7 43 lbs. each 9 - 10 - 13 CORNER JACK 3 - 1 - 10 2.83 0.00 Joint 2 Joint 6 665 lbs. 870 lbs. �✓ 1 -789 lbs. -1209 lbs. lF — a 11 Fl 78 lbs. each 16 - 6 - 8 FLAT TR 2 X 4 1- 6- 0 0.00 0.00 Joint 1 Joint 8 894 Ibs. 894 lbs. �.-----11 Ir L- —i 2 (1) 2 -Ply FG1 130 lbs. each 23 - 3 - 0 2X6/2X6 FLAT GIRDER # 1 - 6 - 0 0.00 0.00 Joint 19 Joint 17 Joint 11 0 lbs. 9993 Ibs. 4259 Ibs. -419 lbs. '�'�_ "�' ,...._ 2 GEI 46 Ibs. each 14 - 2 - 0 COMMON 2- 4- 9 4.00 0.00 Joint 1 Joint 9 Joint 8 Joint 6 Joint 163 lbs. 425 lbs. 215 lbs. 431 lbs. 162 -120 Ibs. -379 lbs. -113 lbs. -390 lbs. -11 lbs. �� 2 H9 100 lbs. each 22 - 2 - 8 HIP TR 3 - 9 - 11 4.00 0.00 Joint 2 Joint 7 13541bs. 13541bs. -1073 lbs. -1073 lbs. 2 HG7 104 lbs. each 22 - 2 - 8 HIP GIRDER 3 - 1 - 11 4.00 0.00 Joint 2 Joint 8 2546 lbs. 2546 lbs. -1986 lbs. -1986 lbs. ," - -] 8 J1 S lbs. each 1 - 0 - 0 JACK TR @ 45 1 -1 -11 4.00 0.00 Joint 2 Joint t1; 323 Ibs. 187 Ibs. •, -648 Ibs. -77 lbs. L J C / j1 J3 11 Ibs. each 3 - 0 - 0 JACK TR @ 45 1 - 9 - 11 4.00 0.00 Joint 2 Joint 3 Joint 4 373 lbs. 56 lbs. 26 Ibs. -673 lbs. -154 Ibs. — c___----.--, i% �/ 8 J5 17 lbs. each 5 - 0 - 0 JACK TR @ 45 2 - 5 - 11 4.00 0.00 Joint 2 Joint 3 Joint 4 457 lbs. 173 Ibs. 46 lbs. -563 Ibs. -150 Ibs. c - - <- " ---- /� / 10 J7 23 lbs. each 7 - 0 - 0 JACK TR 3- 1 -1 1 4.00 0.00 Joint 2 Joint 3 Joint 4 556 Ibs. 273 lbs. 66 lbs. -599 lbs. -261 lbs. G — --11 _.\\ - -��" Tl 94 Ibs. each 22 - 2 - 8 COMMON TR 4 -6 -2 4.00 0.00 Joint 2 Joint 6 1354 lbs. 1354 lbs. -1055 Ibs. -1055 lbs. Truss CJ7 Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies 2x6 = truss Type CORNER JACK 5-4-6 5-46 uty 4 Pty 1 Job Reference (optional) 5.200 s Jan 16 2004 Mrrek Industries, Inc. We Jan 12 07:31:09 2005 Page 1 -2 -1 -7 5-4-6 1 9 -10-13 2 -1 -7 5-4-6 4-6-7 2x4 I I JOB 612194 ADDITION SOTO RES. 9 -10-13 4-6-7 Scale = 1:20.9 3x6 II 5 3x8 = LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 - 0 - 0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.80 BC 0.45 WB 0.39 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) 0.08 7 >999 360 Vert(TL) 0.23 1 >128 240 Horz(TL) -0.03 6 n/a n/a PLATES GRIP MI120 249/190 Weight: 44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD WEBS 2 X 4 SYP No.3 *Except* 4-6 2 X 4 SYP No.2ND REACTIONS (Ib /size) 6= 870/Mechanical, 2= 665/0 -11-5 Max Horz 2= 1044(Ioad case 2) Max Uplift6= 1208(Ioad case 2), 2= 788(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-8 =0/36, 2-8 =0/37, 2-3=-1231/790, 3-4- 27910, 4-5- 14/0, 4-6 =- 438/808 BOT CHORD 2- 7=- 1682/1164, 6-7- 1682/1164 WEBS 3-7= 0/197, 3-6 =- 1069/1297 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1208 Ib uplift at joint 6 and 788 Ib uplift at joint 2. 4) Special hanger(s) or other connection device(s) shall be provided starting at 2 -9-15 from the left end to 8 -5-13 sufficient to connect truss(es) ? ?? (1 ply 2 X 4 SYP) to front face of top chord. The design/selection of such special connection device(s) is the responsibility of others. 5) Special hanger(s) or other connection device(s) shall be provided at 8 -5-13 from the left end sufficient to connect trusses ? ?? (1 ply 2 X 4 SYP) to front face of bottom chord, skewed 45.0 deg. to the left, sloping 0.0 deg down.. The design/selection of such special connection device(s) is the responsibility of others. 6) Special hanger(s) or other connection device(s) shall be provided starting at 2 -9-15 from the left end to 8 -5-13 sufficient to connect truss(es) ? ?? (1 ply 2 X 4 SYP) to back face of top chord. The design/selection of such special connection device(s) is the responsibility of others. 7) Special hanger(s) or other connection device(s) shall be provided at 8 -5-13 from the left end sufficient to connect trusses ? ?? (1 ply 2 X 4 SYP) to back face of bottom chord, skewed 45.0 deg. to the right, sloping 0.0 deg down.. The design/selection of such special connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). Ponttininuea onpa g S ta ndard Sheathed or 5-10 -9 oc purlins, except end verticals. Rigid ceiling directly applied or 4-1-3 oc bracing. JO2p2005 0 12194 runs CJ7 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies Truss Type CORNER JACK Qty 4 Ply JOB # 12194 ADDITION SOTO RES. 1 Job Reference (optional) 5.200 s Jan 16 2004 MITek Industries, Inc. Wed Jan 12 07:31:09 2005 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-8=-90 Trapezoidal Loads (pif) Vert: 8= 0(F =45, B= 45)- to- 4=- 217(F =-63, B =-63), 4=- 217(F =-63, B=-63)-to-5=-223(F=-66, B =-66), 2=- 2(F =9, B= 9)- to- 6=- 49(F = -15, B = -15) 30 2 0 2005 JOD 12194 I CUSS F1 I Cuss 1 ype FLATTR2X4 Qty 11 Ply 1 JOB # 12194 ADDmON SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Wed Jan 12 07:31:29 2006 Page 1 1-4 3-7 -10 I 734 9-3-4 12 -9-2 16-6 -8 I I I 1 0-4-8 3-7 -10 3-7 -10 2-0-0 3-5-14 3-9-6 Scale =1:30.9 6x8 = 2x4 11 3x4 = 3x4 = 3x4 = 2x4 11 3x10 = 1 2 3 4 5 6 7 T a 4. J L o 0 I I 0 14 13 12 11 10 9 2x4 I I 5x12 = 4x4 = 2x4 II 5x12 = 2x4 I I 2x4 I I -94P 3-7 -10 I 7 -3-4 9-3-4 12 -9-2 16-6 -8 I I I 0-4-0 3-7 -10 3-7 -10 2-0-0 3-5-14 3-9-6 Plate Offsets (X,Y): [1:0- 3.8,0 -3-0], [12:0 -2 -0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) IJdefl Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.21 10-11 >920 360 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.29 10-11 >670 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) -0.01 8 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 78 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-4-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 894/0 -4-0, 8=894/Mechanical FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 14= 0/48,1 -2=- 2057/0, 2- 3=- 2057 /0, 3-4 =- 2956 /0, 4-5 =- 2106/0, 5-6=-2106/0, 6-7 =- 2106/0, 7-8= -842/0 BOT CHORD 13-14=0/158, 12-13=0/2956, 11-12=0/2956, 10-11=0/2956, 9-10= 0/2956, 8- 9=0/175 WEBS 1- 13= 0/2010, 2- 13= -354 /0, 3-13 =- 948/0, 3-11= 0/26, 4-10= 0/35, 4-9=- 899/0, 6-9 =- 350/0, 7 -9= 0/2036 NOTES 1) Provide adequate drainage to prevent water ponding. 2) Refer to girder(s) for truss to truss connections. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard JAN 2 0 2005 JOD 12194 I fuss FG1 I rUSS I ype FLAT GIRDER TR uty 1 rly 2 JOB # 12194 ADDmON SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Wed Jan 12 07:41:57 2005 Page 1 I 3-3-8 I 6-3-8 I 9-10 -3 I 13 -4-13 16 -11-8 19 -11-8 23-3 -0 I I I I 3-3-8 3-0-0 3-6-11 3-6-11 3-6-11 3-0-0 3-3-8 Scale = 1:41.1 3x6 = 2x4 I I 7x14 = 3x4 = 2x4 I I 3x10 = 3x5 = 2x4 I I 3x10 = 3x4 I I 1 2 3 4 5 6 7 8 9 10 I Oj [I 19 18 17 16 15 14 13 12 11 2x4 I I 5x12 = 2x6 I I 5x12 MII20H= 3x10 I I 3x10 = 2x4 II 5x8 = 6x16 MII20H= 3-3-8 I 6-3-8 I 9 -10-3 I 13 -4-13 16 -11-8 19 -11-8 23-3-0 I I I I 3-3-8 3-0-0 3-6-11 3-6-11 3-6-11 3-0-0 3-3-8 Plate Offsets (X,Y): [3:0- 4- 8,Edge], [16:0- 7- 4,0 -3-0] LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2 - 0 - 0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 1.00 BC 0.82 WB 0.82 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.35 13-14 >576 360 Vert(TL) -0.48 13-14 >419 240 Horz(TL) 0.03 11 n/a n/a PLATES GRIP MI120 249/190 MII20H 187/143 Weight: 261 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD Sheathed, except end verticals. 4-7 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing, Except: BOT CHORD 2 X 6 SYP SS 4-6-15 oc bracing: 17 -18 WEBS 2 X 4 SYP No.3 *Except* 4.8-0 oc bracing: 16-17. 1- 192X6SYP No.2ND, 10-11 2X6SYP No.2ND 1 -18 2 X 4 SYP No.2ND, 3-18 2 X 4 SYP No.2ND 3-16 2 X 4 SYP SS, 6-16 2 X 4 SYP SS 6-13 2 X 4 SYP SS, 9-13 2 X 4 SYP No.2ND 9-11 2 X 4 SYP No.2ND REACTIONS (Ib /size) 19=- 418 /0-3 -8,11= 4259/0 -3 -8,17= 9993/0 -6-0 Max Upliftl9=- 418(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-19=0/1188, 1-2=0/3561, 2- 3= 0/3561, 3- 4=- 2829 /0, 4-5 =- 2829 /0, 5-6 =- 2829/0, 6-7 =- 12470/0, 7- 8=- 12470 /0, 8-9 =- 12470/0, 9-10 =- 1287 /0,10 -11= -313/0 BOT CHORD 18-19 =0/75, 17 -18 =- 9796/0, 16 -17 =- 9796/0, 15-16=0/11553, 14- 15= 0/11553, 13-14=0/11553, 12 -13= 0/8779,11 -12= 0/8779 WEBS 1- 18=- 3873/0, 2 -18 =- 149/0, 3-18= 0/6659, 3-17 =- 6974/0, 3-16= 0/13242, 5-16 =- 181/0, 6-16 =- 9150/0 , 6 -14 =0/ 2044, 6 -13 =0/ 962, 8-13 =- 26310, 9-13= 0/3942, 9-12= 0/1210, 9-11=-7981/0 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148 "x3 ") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc, 2 X 4 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide adequate drainage to prevent water ponding. 0 2005 4) All plates are MI120 plates unless otherwise indicated. AN 2 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 Ib uplift at joint 19. Continued on page 2 Jon 12194 Truss FG1 Truss Type FLAT GIRDER TR caw rry 2 JOB # 12194 ADDfnON SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mrrek Industries, Inc. Wed Jan 12 07:41:57 2005 Page 2 NOTES 6) Special hanger(s) or other connection device(s) shall be provided starting at 0-2 -12 from the left end to 23-0 -4 sufficient to connect truss(es) ? ?? (1 ply 2 X 4 SYP) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-10=-100, 11-19=-507(F=-497) JAIL 2 01005 JOD 12194 I CUSS 1-19 I CUSS I ype HIP TR Lay 2 Hy 1 JOB # 12194 ADDITION SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mrrek Industry, Inc. Wed Jan 12 07:31:34 2005 Page 1 -1-6 -0 4 -10-14 9-0-0 13-2 -8 17 -3-10 22 -2-8 23-8 -8 i I I I I 1-6-0 4 -10-14 4-1 -2 4-2-8 4-1 -2 4 -10-14 1-6-0 Scale = 1:43.8 4x6 = 4x10 = 4.001 4 5 2x4 3 A I i �� 2x4 6 in °\ _ _ . . . i II i i i i i i i i i 1 i i i i m i I i .. . .:- 4 0 0 4 4 ii A 1 N = u N = � i I In 3x5 = 11 10 9 3x5 = 3x8 = 3x4 = 3x4 = 9-0-0 13-2 -8 22-2 -8 I I I 9-0-0 4-2-8 9-0-0 Plate Offsets (X,Y): [5:0- 5- 8,0 -2 -0] LOADING (psf) SPACING 2 - 0 - 0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.20 9-11 >999 360 MO20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.61 Vert(TL) -0.32 7 -9 >809 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.08 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matroc) Weight: 101 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-5-3 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 2= 1354/0 -8-0, 7= 1354/0 -8-0 Max Uplift2=- 1072(Ioad case 2), 7=- 1072(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3=- 2708/1581, 3-4 =- 2199/1304, 4-5 =- 2043/1301, 5-6 =- 2199/1304, 6-7 =- 2708/1581, 7-8 =0/42 BOT CHORD 2- 11=- 1295/2483, 10- 11=- 947/2043, 9-10 =- 947/2043, 7- 9=- 1295/2483 WEBS 3-11 =- 492/373, 4-11 =- 51/287, 5-11 =- 188 /190, 5- 9=- 51/289, 6-9 =- 493/372 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98;146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1072 Ib uplift at joint 2 and 1072 Ib uplift at joint 7. LOAD CASE(S) Standard JAN 2 0 2005 O. 12194 CU Z HG7 SS HIP GIRDER qr 2 1 JOB # 12194 ADDITION SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Jan 12 07:31:35 2005 Page 1 1 -1-6 -0 1 3 -10-14 I 7-0-0 I 11 -1-4 15-2 -8 18 -3-10 22 -2-8 23-8 -8 I 1 I 1 1-6-0 3 -10-14 3-1 -2 4-1-4 4-1-4 3-1 -2 3 -10-14 1-6-0 Scale = 1:43.8 5x12 MII20H= 2x4 I I 5x12 MII20H= 4.00 12 4 5 6 2x4 own a . 2 x4 tr r 3 7 i N N to ' � .r T lit ■� d 1'i - -■■ � 3x10 = 13 12 11 10 3x10 = 6x6 = 5x5 WB = 6x6 = 3x8 = I 7-0-0 11 -1-4 15-2 -8 22 -2-8 I 1 I I 7-0-0 4-1-4 4-1-4 7-0-0 Plate Offsets (X,Y): [2:0- 5- 2,0- 1- 8],[4:0- 8- 4, 0- 2-4], [6:0- 8- 4,0- 2- 4],[8 :0- 5- 2,0 -1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.47 12 >551 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.53 12 >484 240 MII20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D TOP CHORD Sheathed or 2-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-4-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 2= 2546/0 -8-0, 8= 2546/0 -8-0 Max Uplift2=- 1985(load case 2), 8=- 1985(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3= -6015/ 4043, 3-4= -6004/ 4153, 4-5 =- 6540 / 4664, 5-6 =- 6540/4664, 6-7 =- 6004/4153, 7- 8=- 6015/4043, 8-9 =0/42 BOT CHORD 2- 13=- 3591/5558, 12- 13= -3734/ 5735,11 -12 =- 3734/5735,10 -11 =- 3734/5735, 8- 10=- 359115558 WEBS 3-13 =- 129/377, 413 =- 361!821, 6-10=-361/821, 7- 10=- 129/ 377, 5-12 =- 783/779, 6-12 =- 730/1056, 412= 730/1056 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1985 Ib uplift at joint 2 and 1985 Ib uplift at joint 8. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 705.8Ib down and 514.8Ib up at 15 -2-8, and 705.81b down and 514.81b up at 7-0-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. 8) Special hanger(s) or other connection device(s) shall be provided starting at 7-0-0 from the left end to 15-2 -8 sufficient to connect truss(es) ? ?? (1 ply 2 X 4 SYP) to front face of top chord. The design/selection of such special connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). JAN 2 0 2005 LOAD CASE(S) Standard Continued on page 2 JOD 12194 Truss HG7 Truss Type HIP GIRDER Qty 2 Ply JOB # 12194 ADDITION SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddle Davies 5.200 s Jan 16 2004 Mrrek Industries, Inc. Wed Jan 12 07:31:35 2005 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4 = -90, 4- 6=- 188(F = -98), 6- 9 = -90, 2-13=-20, 10-13=-42(F=-22), 8- 10 = -20 Concentrated Loads (lb) Vert: 13=- 706(F) 10=- 706(F) 30 2 0 1005 JOD 12194 I rUSS J1 !rues JACKTR@45 Type City 6 PIy 1 JOB # 12194 ADDmON SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Wed Jan 12 x:31:37 2005 -1-6 -0 1-0-0 Page 1 = 1:4.5 1-6-0 1-0-0 2 4.00 12 1 , Z I. , WA vi .■ ■ ■ 4 1-0-0 2x4 x-0-0 LOADING (psf) SPACING 2 - 0 - 0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.02 4 >625 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert(TL) 0.07 1 >275 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 3=- 76/Mechanical, 2= 323/0 -8-0 Max Horz 2= 165(load case 2) Max Uplift3=- 76(load case 1), 2=- 647(load case 2) Max Grav3= 187(load case 2), 2= 323(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3= -58/67 BOT CHORD 2 -4 =0/0 . NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 Ib uplift at joint 3 and 647 Ib uplift at joint 2. LOAD CASE(S) Standard JAN 2 0 2005 JOD 12194 1 rlSS J3 I rUSS iype JACK TR @ 45 C 8 ply 1 JOB # 12194 ADDITION SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Wed Jan 12 07:31:39 2005 Page I -1-6 -0 3-0-0 1 1 1-6-0 3-0 -0 3 Scale =1:7.8 4.00 FIT 2 4 2x4 = 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.14 1 >165 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib /size) 3= 56/Mechanical, 2= 373/0 -8-0, 4= 26/Mechanical Max Horz 2= 295(Ioad case 2) Max Uplift3=- 153(load case 2), 2=- 672(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3= -65/12 BOT CHORD 2 -4=0/0 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 Ib uplift at joint 3 and 672 Ib uplift at joint 2. LOAD CASE(S) Standard JAN 2 0 2005 JOD 12194 ITUBS J5 1 rUSS I ype JACK TR @ 45 uty 8 riy 1 JOB # 12194 ADDITION SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Gardena, FL 33016, Eddie Davies 5.200 a Jan 16 2004 MITek Industries, Inc. Wed Jan 12 07:31:40 2005 Page -1-6 -0 5-0-0 1 1-6-0 5-0-0 Scale = 1:11.2 4.00 12 1 LC 2 1 4 11 111111i' '1 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2 - 0 - 0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.66 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.14 1 >167 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 CodeFBC2001 /ANSI95 (Matra) Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 3= 173/Mechanical, 2= 457/0 -8-0, 4= 46/Mechanical Max Horz 2= 252(load case 2) Max Uplift3=- 149(Ioad case 2), 2=- 562(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3= -83/45 BOT CHORD 2 -4 =0/0 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 Ib uplift at joint 3 and 562 Ib uplift at joint 2. LOAD CASE(S) Standard JAN 2 0 2005 JOD 12194 i runs J7 1 runs 1 ype JACK TR city 10 Ply 1 JOB # 12194 ADDITION SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 a Jan 18 2004 Mrrek Industries, Inc. Wed Jan 12 07:34:31 2005 Page 1 -1-6 -0 7-0-0 1-6-0 7-0-0 Scales 1:14.5 it 4.00 FW 1 e oi 2 4 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2 - 0 - 0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.21 Vert(TL) 0.30 1 >75 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matra) Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 3= 273/Mechanical, 2= 556/0 -8-0, 4= 66/Mechanical Max Horz 2= 311(Ioad case 2) Max Uplift3= 260(load case 2), 2=- 598(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2- 3= -109/71 BOT CHORD 2 -4 =0/0 NOTES • 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 Ib uplift at joint 3 and 598 Ib uplift at joint 2. LOAD CASE(S) Standard JAN 2 0 2005 D 12194 ru T1 Ir.-.T. ' - COMMON TR 3 - y 1 JOB* 12194 ADDITION SOTO RES. Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Wed Jan 12 07:34:40 2005 Page 1 I - - I 5 -11-8 I 11 -1-4 16-3 -0 22 -2-8 23-8 -8 I I 1 I 1-6-0 5-11 -8 5-1 -12 5-1 -12 5 -11-8 1-6-0 Scale = 1:43.0 4x6 = 4.00 FIT 4 C. 2x4\\ 2x4 // 3 1 ,2 .1&` ../M■ 2 6 in 3x5 = 10 9 8 3x5 = 3x4 = 3x4 = 3x4 = I 7-8-1 14-6 -7 22 -2-8 I 1 I 7-8-1 6 -10-5 7-8-1 LOADING (psf) SPACING 2 - 0 - 0 CSI DEFL in (loc) 1/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.21 8-10 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.27 8-10 >943 240 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 95 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-4-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1354/0-8 -0, 6= 1354/0 -8-0 Max Uplift2=- 1054(load case 2), 6=- 1054(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/42, 2-3= -2691 / 1485, 3-4 =- 2343 /1340, 4-5= 2343/1340, 5-6=-2691/1485, 6- 7=0/42 BOT CHORD 2- 10=- 1200/2457, 9-10 =- 734/1712, 8-9 =- 734/1712, 6-8 =- 1200/2457 WEBS 3-10 =- 483/401, 4-10 =- 287 /685, 4-8 =- 287/685, 5-8 =- 483/401 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1054 Ib uplift at joint 2 and 1054 Ib uplift at joint 6. LOAD CASE(S) Standard JAN 2 0 2005 Mark Span Top Chord Reaction Bottom Chord Reaction Top Chord Connection Bott. Ch. Connection Gravity Uplift J1 1' - 0" 45# 77# 10# (2), 16d Toe -nails (2). 16d Toe -nails J3 3' - 0" 135# 179# 30# (2), 16d Toe -nails (2). 16d Toe -nails J5 5' - 0" 225# 331# 50# (3), 16d Toe - nails (2). 16d Toe -nails J7 7' - 0" 315# 395# 70# Hurricane Clip (2). 16d Toe -nails Ilter Engineering, Ltd. Co. 3320 PADDOCK ROAD, WESTON, FL 33331 PHONE (954) 600 -7123 • FAX (305) 512 -9424 • E -MAIL 1LTER@BELLSOUTH.NET January 14, 2004 Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to corner jack/Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: Spacing: 2' - 0" o.c. - . Gravity Load: 30 + 15 + 0 + 10 PSF Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -98 per FBC 2001 Occupancy category II, exposure C, 25 ft. above ground, 10 PSF dead load. Lumber: 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch: 2:12 to 6:12 16d Toe -Nail Capacity = 154 * .83 * .77 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction If you have any questions regarding this matter, please do not hesitate to call. rel John A. Ilter, P.E. FL Reg Eng. No 36205 ,17 MIAMI•DADE gft BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) St-to H MIAMI --DADE COUNTY, FLORIDA METRODADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 United Steel Products Co. 703 Rogers Drive. Montgomery, MN 56069 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 finis to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC 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 High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors EHUH & UH Series. APPROVAL DOCUMENT: Drawing No.MD0603A, titled "EHUH SERIES & UH SERIES" sheet 1 & 2, with no revisions, dated 06/09/03, prepared by United Steel Products Company signed and sealed by R. W. Lutz, PE, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 revises NOA #00- 0822.01 and consist of this page 1, evidence page & approval document mentioned above. The submitted documentation was reviewed by CanditFont PE. ole NOA No: 03-0611.05 Expiration Date: August 21, 2008 Approval Date: October 2, 2003 Page 1 United Steel Products Company. A 1. NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS Drawings prepared by United Steel Products Company, titled "EHUH SERIES & UH SERIES ", Drawing No. MD0603A, sheets No. 1 & 2, dated 06/09/03 with no revisions, signed and sealed by R. W. Lutz, PE. B TEST Test reports on wood Candel, PE. Report No. 1. PT # 96 -0904 2 PT # 96 -0905 3 PT #96 -0907 2. PT # 96 -0901 3. PT # 96 -0902 4. PT # 96 -0903 5. PT # 96 -0908A 5. PT # 96 -1009A 6 PT #96 -1015 connectors per ASTM D1761 by Kleinfelder, signed and sealed by C. R. Wood Connector UH 26 UH 28 UH 210 ST 201 ST 201 ST2 -202 EHUH 26 EHUH 28 EHUH 210 Direction Down & Up Down & Up Down & Up Down & Up Down & Up Down &Up Down & Up Down &Up Down &Up. C CALCULATIONS Report of Design Capacities prepared for Hughes Manufacturing., Inc, Product Model No. of Pages Date 1. EHUH Series 1 through 24 02/28/96 2 UH Series 1 through 27 12/15/96 3 ST Series 1 through 15 12/15/96 Date 09/30/96 09/30/96 10/02/96 09/30/96 11/05/96 11/06/96 11/06/96 01/29/97 03/04/97 Signature T. F. Dewing, PE T. F. Devening, PE. T. F. Devening, PE D STATEMENTS 1. No Change letter issued by United Steel Products Company. on 04/26/00 and signed by R. C. Brunson. 2. No interest Ietter issued by Thomas F. Devening Consulting Engineer, on 01/28 /97, signed and sealed by T. F. Devening, PE. 3. Certificate of Merger between Hughes Manufacturing Inc. and United Steel Products Co. by The Secretary of the State of Minnesota, on 02/14/2000 E -1 C lido F. Font PE. Sr. Product Control Examiner NOA No 03- 0611.05 Expiration Date: August 21,2008 Approval Date: October 2, 2003 PRODUCT CODE JOIST SIZE DIMENSIONS FASTENER DESIGN LOADS W H A HEADER JOIST DOWN UPLIFT EHUH26 2X6 1 5/8 5 1/4 3 1/2 20 -16d 10 -1001 X 1 1/2 2385 1200 EHUH26N 2X6 1 5/8 5 1/4 3 1/2 20 —HN20A 10 —HN20A 3160 1730 EHUH28 2X8 1 5/8 7 1/4 3 1/2 28 -1601 14 -1001 X 1 1/2 3470 1845 EHUH28N 2X8 1 5/8 7 1/4 3 1/2 28 —HN20A 14—HN20A 4110 2515 EHUH210 2X10 1 5/8 9 1/4 3 1/2 32 -1601 16 -1001 X 1 1/2 3965 2110 EHUH210N 2X10 1 5/8 9 1/4 3 1/2 32 —HN20A 16 —HN20A 4700 2875 EHUH26 -2 <2) 2X6 3 1/8 5 3/8 3 1/2 22 -1601 11 -1001 X 1 1/2 2875 1690 EHUH26 -2N <2) 2X6 3 1/8 5 3/8 3 1/2 22 —HN20A 11 —HN20A 3285 2195 EHUH28 -2 (2) 2X8 3 1/8 7 3/8 3 1/2 32 -1601 14 -1001 4185 2155 EHUH28 -2N (2) 2X8 3 1/8 7 3/8 3 1/2 32 —HN20A 14 —HN20A 4775 2790 EHUH28 -3 (2) 2X8 5 1/8 6,13/16 3 1/2 40 -1601 16 -1001 5190 2645 EHUH28 -3N (2) 2X8 5 1/8 6 13/16 3 1/2 40 —HN20A 16 —HN20A 5335 2850 EHUH210 -2 (2) 2X10 3 1/8 9 3/8 3 1/2 40 -1601 16 -1001 5190 1645 EHUH210 -2N (2) 2X10 3 1/8 9 3/8 3 1/2 40 —HN20A 16 —HN20A 5335 2850 EHUH46 4X6 3 9/16 5 1/8 3 1/2 22 -1601 11 -1001 2875 1690 EHUH46N 4X6 3 9/16 5 1/8 3 1/2 22 —HN20A 11 —HN20A 3285 2195 EHUH48 4X8 3 9/16 7 1/8 3 1/2 32 -1601 14 -1001 4185 2155 EHUH48N 4X8 3 9/16 7 1/8 3 1/2 32 —HN20A 14 —HN20A 4775 2790 EHUH410 4X10 3 9/16 9 1/8 3 1/2 40 -1601 16 -1001 5190 2715 EHUH410N 4X10 3 9/16 9 1/8 3 1/2 40 —HN20A 16 —HN20A 5335 2850 EXTRA HEAVY CONNECTER 14 GAUGE UPLIFT NOTE 1.) PENETRATION OF FASTENER IN HEADER IS 2° FOR 16d NAIL & 1 3/4° FOR HN20A NOTE 2.> PENETRATION OF FASTENER IN JOIST IS 1 1/2' is & cm% Deo MAO Mani Divides GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 331 U. O. N. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 33Z FOR WIND LOAD CONDITIONS, NO FURTHER INCREASE IS ALLOWED, 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR. UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGIII€RY, MN, 56069 PHONE (507) 364 - 7333 NAME' EHUH SERIES DATE' 6/9/03 SHEET: 1 OF 2 ROBERT W. LUTZ PROFESSIONAL ENGINEER <STRUCTURAL) FLORIDA REG. NO. 55409 DRAWING Na MD0603A MDADE EHUH26 -2 SHOWN NTS PRODUCT CODE JOIST SIZE DIMENSIONS FASTENERS DESIGN LOAD A B H W V HEADER JOIST 16d 100% 16d UPLIFT 20d 100% 20d UPLIFT UH210` 2X10 3 1 9 1/4 1 5/8 3 3/4 16 5 2320 900 2800 1440 UH24' 2X4 3 1 3 1/4 1 5/8 3 3/4 4 2 580 - - -- 700 - - -- UH26' 2X6 3 1 5 1/4 1 5/8 3 3/4 8 3 1160 720 1400 785 UH28' 2X8 3 1 7 1/4 1 5/8 3 3/4 12 4 1740 735 2100 1110 UH36 3X6 3 1 4 3/4 2 5/8 4 3/4 8 3 1160 - - -- 1400 700 UH46 4X6 3 1 5 1/4 3 5/8 5 3/4 10 3 1450 - - -- 1750 700 GENERAL NOTES UH28 SHOWN 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED, 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761, 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 33% FOR WINDLOAD CONDITION, NO FURTHER INCREASE IS ALLOWED. JOIST HANGER U -TYPE NOTE& 1. NAILS ON JOIST SHALL BE LONG ENOUGH TO BE DRIVEN THROUGH BOTH PLATES & CLINCHED. 2. PENETRATION OF FASTENERS IN HEADER & JOIST SHALL BE 2' FOR 16d NAILS & 2 3/8' FOR 20d NAILS, DATE: 6/9/03 SHEET: 2 OF 2 A2ramved es cosepri ing with the €loyiafx tE ' C Doe 0 02. 0 NOM Division DRAWING NO. MD0603A UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHDNE (507> 364 -7333 NAME1 UH SERIES ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO, 55409 MDADE This safety alert symbol is used to attract your attention! PERSONALSAFETYIS INVOLVEDi When you see this symbol - BECOME ALERT - HEED iTS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures, HIB -91 Summary Sheet OMMENTARY and RECOMMENDATIONS for ANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed con actor, erector or erection contractor) to properly receive, unload, store, hang le, install and brace metal plate connected wood trusses to protect life and pro. erty. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be 1 terpreted as superiortothe project Architect's or Engineer's design specification for h ndling, installing and bracing wood trusses for a particular roof orfloor.These reco mendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor lioe contractor, erector or erection contractor is ads vised to obtain and read the entire bookletii mentary and Recommendations fir Handling; Iraq, stalling 8r Bracing Metal Plate Connected oed Trusses, HIB -91" fromthe Truss Plate instituter I Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Tao not break banding until installs. tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. TRUSS STORAGE 1 DANGI; R A DANr'aER designates a condition where faflur to follow Instructions or he ed warn - 'ing will most` likely, result In serious personal Injury or death or damage to structures. WARNING: A WARNING describes a condition wheref alluretofollow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide forth° use of a qualified building designer or Installer.Thus, the Truss Plate Institute, inc. expressly disclaims any responsibility for damages arising from the use application or reliance onthe recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. UTIO I:. lltempQrarybr r iilg shoi,ild.12610 Tess ` grade aarkedr umber Ali I connections m ade with pJnlmum pr. g-11 ad nails. All r uses .assomed2'Qnteeenter`griess. All multi - ply ruses r :ho ;be conneoted'together in accor- I ancg yrith: °,design drawirtgsl..pr on toi.installation. A lTION: Trusse should not e unloaded on rough terrain,ar . uneven'. surfaced. which: ;9Qdld cause•damage to the trials /? Trusses stored vertically should be braced to prevent toppling or tipping. i LNG R : Q4 lot stoc,s bundles: upright . unless 'p.roperly brscsd. , RANG R:`Walking on trusses which are Tying `flat is a tremety dangerQuaand should be strictly prohibited. lit truer( of bra g oup trusses nd b co (gay, \ Approximately 1/2 truss length SpreaderBar ' si —' Toe In Toe In Toe In -- SpreaderBar WARNING: Do not attach cables, chains, or hooks to the web members. 60° /or less Truss spans less than 30'. I Approximately '// to'/3 truss Ien a th Less than or equal to 60' Approximately '/z to 35 truss len . th Less than or equal to 60' G 1QUND BRACING:BUILDING INTERIOR � or less I I Approximately Y2 truss length Tag Line Toe In Tag Line ItII�CHANICAL • INSTALLATION' Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is Installed. Tag Line Frame 2 IARN.ING: Do not lift single trusses with spans • • greai:er. than 30' by the peak. Tag Line At or above mid- height Tag Lino Strongback/ SpreaderBar Strongback/ SpreaderBar CAUTION: Ground bracing required for all installations, ZN, I- 10' 4 % 1' Approximately 'h to ' /a truss length Greater than 60' Approximately th to % truss length Greater than 60' 10' 10' CAUTION; Temporary bracing shown in this summery'slaee is adeq:gate: for the Installation ;# trusses with ,similar configurations. Consult a registered l'professional e ngineer lf',f' different bracing arrangement is desired.'The engineer may =design' bracing. in : :accor'donce with TF!lf s Recommended Design Specification -for: Temporary Bracing ofr kletal; t#d lee f 'd• Wood Trusses, DS& -89, and in some cases determine th t a iYider spacing .le possible,. GROUND'S AOING:'BUILDING EXTERIOR Ground brace lateral (1.139) floor I • Ground brace diagonals (Gap) - Note: 2nd floe system shall hays '.' adequate capacity to suppart 9reffn 1 floor Top Chord LBT Ground brace vertical (GBV) Backup ground l stake Driven ground stakes - Typical vertical attachment Strut (51) E ,d Wall plan L� blocking Typical horizontal do mombor with multiple stakes (HT) Ground Braces Vortical* GBvy Side • Oros i ' hrryrrs • 1 t 1", lru** of braoeo (4a s ; group at tru*soa Eris( brace (EB) SPAti MINIMUM PITCH DIFFERENCE TOP CHORD • LATERAL BRACE SPACING(LBS) TOP CHORD':':q'H!. DIAGONALQRACE SPACING (DQS). (# trusses]:: :. SP /DF SPF /HF Up 1p 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 8 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer SPAN li y � "' M!('IIMUM PITCH TOP C ''LATERAL RRAGE• SFACIMG(LB$) .: TOP CHORD DIAGONAL BRACE SPACING (DBS) t# trusses] SP /DF $PF /I-if Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - couglas Fir -Larch HF - Ir em -Fir Att hment Reg ired —• Top q ords that are laterally braced can buckle logel�ier and ca use collapse it there in no dingo- nal bgpcing. Diagonal bracing should be nailed to lh underside of the top chord when purling area ached to the topside o1 the top chord. Cont nuous Top Chord Lateral Brace 3' Required �' or Greater 12 WARNING: Failure to followtitese reCornmenda. tIonsdould result h severe personal injury Qraa`Inage tq trusses'or :build ng SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. 4 or greater Fra DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 6 r - SP - Southern Pine SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace Required PITCHED TRUSS Top chords that are laterally braced can buchlo togetherand causecollapse ii there is no dingo • nal bracing. Diagonal bracing should be nailed to the underside of the top chord when pui lin> are attached to the topside of the top cho, d. I SCISSORS TRUSS SPAN P MINIMUM L BOTTOM CHORD D BOTTOM C CHORD SP/DF ' Up to 32' 4 4/12 1 15' 2 Over 32' - 48' 4 4/12 1 15' , , 10 7 7 Over 48' - 60' 4 4/12 1 15' 6 6 4 4 Over 60' S See a registered professional engineer N. .r.4.-• -..\,,, WARNING: Failure to follow these recommendations could result In severe personal Injury or trusses qrbi4110ings. So at sp EB MEMBER PLANE 12 — "I 4 or greater om chord diagonal bracing repeated ach end of the building and at same cing as top chord diagonal bracing. '— Permanent continuous lateral bracing as specified by the truss engineering. *c: Frames 4 DF - Douglas Fir-Larch HF Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals, WARNING: Failure to follow these recommendations could result In severe personal Injury or trusses qrbi4110ings. So at sp EB MEMBER PLANE 12 — "I 4 or greater om chord diagonal bracing repeated ach end of the building and at same cing as top chord diagonal bracing. '— Permanent continuous lateral bracing as specified by the truss engineering. *c: Frames 4 DF - Douglas Fir-Larch HF Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals, S AN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DB [# trusses', SP/OF SPF /HF U to 32' 30" 8' 16 1 O O er 32' - 48' 42" 6' 6 4 O er 48' 60' 48" 5' 4 2 er 60' See a registered professional engineer All lateral' braces lapped at least two trusses. Continuous Top Chord Lateral Brace Required DF - HF - ouglas Fir -Larch SP - Southern Pine em -Fir SPF - Spruce - Pine -Fir -'� The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. 4x PARALLEL CHORD TRUSS:TOP CHORD Top orda that are laterally braced can buckle loyet (Arend cause collapse if there isnodiago- nal b clog. Diagonal bracing should be nailed to th junderside of the top chord when purlins are a ached to the topside of the top chord. , � 1�. + ;;; 61 End diagonals areesseptiai for : stability and must be duplicate34on both ends of the truss system. End diagonals are esse tial for stability and must be duplicate4on both ends of the truss system. • Frame 5 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand causecollapae if there Iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purllne are attached to the topside of the top chord. WARNING: Failure to follow these recommendations could result In severe personal Injury or damage to trusses or buildings, All lateral braces lapped at least twq trusses, Continuous Top n Chord Lateral Brace Required I -- 10' or Greater l Attachment Required — 30" or greater 3 Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing