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RC-05-1196Certificate of Occupancy � Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204 Fax 305 - 756 -8972 Building Inspection Department qtr. This certificate issued pursuant to the requirements of the Florida Building Code 106.12 certifying that at the time of issuance this structure in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following Permit Type Residential Construction Bldg. Permit No. RC -12-05 -1196 Owner PAUL SKRABUT Contractor JP HOGAN CONCRETE CUTTING INC Subdivision /Project <NONE> Date Issued 12/12/2005 Construction Type ADDITION Occupancy Single Family 149 108 Street Miami Shores FL 33161- Location Ti Not Transferable POST IN A CONSPICUOUS PLACE 1-1, r"-t, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/28/2008 Inspector: Grande, Claudio Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 954/370 -6161 Building Department Comments 713 SQ FT FOR NEW ADDITION cia 0. 61,/,,/,s Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, April 25, 2008 Page 2 of 2 orn 1,-1c Pau 0J33 fold ail Miami Shores Village i/o.l °��n�� Building Department l�.� ' 10 050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 e OV DEC 1 0 Permit Type (circ Building Ilec Permit No. k.CCE) `" 1 L C1 Master Permit No. �p lumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) I k) Ott- 57A Phone # Ye 7e2 p Owner's Address yq /I/ . /0 g _Cr City /14.? 2' 5/Pegg:' State F Tenant/Lessee Name Zip 33/'1 Phone # Job Address (where the work is being done) d 99 k1. / * (it City Miami Shores Village County. Miami -Dade Zip 3 341/ Is Building Historically Designated YES NO to eg 65--- — (3 /0 — 7q 7/ Contractor's Company Nam /747,0 00 Phone #6111Y) 3 70 6/G / Contractor's Address / 3 3/ idet d r rb L_ City .D/i U d - State /f %/a Zip } Qualifier %�2/0 ya., c--c- k c y �� State Certificate or Registration No. CG C f 77 j / Certificate of Competency No.303 1 VP - U i 07 Architect/ Engineer's Name (if applicable) MA- . vco -do, Da 0 ,rte C.) Phone # $ Value of Work For this Permit 7s) t O Type of Work: t Addition ❑Alteration Describe Work: '3 S Q a ❑ INew Square Footage Of Work: ❑ Repair/Replace re' 713 • ❑ Demolition ****************************Fees****************************** Fees, * ** * * *x ** * * * * * * * ** * * * * * * ** ** Submittal Fee $ 200- CO Permit Fee $ °—C. CCF$ 4-5" CO /CC 1 ' 0 Notary $ Training/Education F $ �- Technology Fee $ -5(0 , ZS Scanning $15- Radon $ 3.51 f Zoning Bond $ t° Code Enforcement $ Structural Plan Review. $ E0 .00 °`' Total Fee Now Due $ (Continued on opposite side) c►C l 13C '13 PERMIT # RC 12 - CIS - l 1 CI CONTRACTOR: UP HO E, AN SUBMITTAL DATE :.1:•EC 2, cos vi. _e 12, PROJECT TYPE: i\j AJ Abzz> 1110 N Woks i -t ri1 l/ di ZONING) l FIRE 1•113105 »I4 STRUCTURA V f�7l44 IMPACT FEES ELE °-1J HRS/DERM //4: /VII- • ii :::,111G 416. tii 6 MECHANICAL / 1 BLDG _ f/ tap 4 Zip - , , , Zip as indicated. I certify that no work or installation has ormed to meet the standards of all laws regulating ed for ELECTRICAL WORK, PLUMBING, SIGNS, ITIONERS, ETC and that all work will be done in compliance with all F COMMENCEMENT MAY RESULT IN YOUR IF YOU INTEND TO OBTAIN FINANCING, FORE RECORDING YOUR NOTICE OF on o e issuance o a . uz ng permit wi an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa Owner or Agent The foregoing instrument was acknowledged before me this as day ofc4u,v,s't' , 200S , by QAs CvECi�Ado.. , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Spcmck 2(a My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Con or The foregoing instrument was a . owledged before me this rL day of �(�, , 20 /j by who is personally known to me or who has produc NOTARY PUBLIC: Sign: Print: as ation and wh take an oath. My Commission Expires: !w_ Rosemarie Jerez 4AliccolamiseiDePIAKI14 c1, Expires March 30, 2007 **********************************�/ ***************** * * * * * * *Z * * * * * * * * * * * * * * * * * * * * * ** /1 1 /7! / e. .�%�'FtG' Plans Examiner '"7 1 r d Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING re)1UVI P ermit No. PERMIT APPLICATION UN 2 0 � ► ster Permit No.R OS 1 / l FBC 2004 B Y 4 11': JUTA 0II, a • Permit Type (circle): is wilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) j/kk (_ p4bar Phone # ° /�/.dm 2.0 7 Owner's Address / (lei ■J z. J o ' %/Z ce City / 14 -t-f F/ State / /4 Tenant/Lessee Name ii� Zip 3 c i ?P Phone # Job Address (where the work is being done) I fe i) E R e 5 7,; ---r r . City Miami Shores Village County Miami -Dade Zip 5 3 '/ 1 FOLIO / PARCEL # // 42 13 6®O 9D 2 /0 Is Building Historically Designated YES NO / Contractor's Company Name / /tat) Contractor's Address / a Phone # —797/ City O/ &/I- State Flo Zip 333 2 f Qualifier Name f-� c-- e X /t' y PP Phone # 9 ,--71" 9. — s?"e 7®" State Certificate or Registration No. G, AS D7 05 7 Certificate of Competency No. zfibit .t/Engineer's Name (if applicable) f ,' 5 ' C- 64* C., Phone # 3 0.5- ® 2 e% 9 4. 7 3 tnG Value of Work For this Permit $ /660 Type of Work: ['Addition ['Alteration Describe Work: _5/ec L .-� T- 77�y Square / Linear Footage Of Work: ['New: ❑ Repair/Replace ❑ Demolition C UifO c *****Fe s* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ** Submittal Fee $ it Fee $ � CCF $ CO /CC Notary $ Training/Education Fee $ Scanning $ ®J Radon $ DPBR $ Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Bonding Company's Name (if applicable) Bonding Company's Address City Pfi- 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- id"stalkations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first- inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this d a y of ett)E , 2007 b y p p . . sl ob who is personally known to me r who has produced As identification and who did take an oath. NOTARY PUBLIC -STATE OF FLORIDA Hector Estrada Commission # DD557873 Expires: MAY 30, 2010 My Commission Expires: ***** *** * *,r***** ** * * * * ** * ** * * ** * * ** APPLICATION APPROVED BY: (Revised 02/08/06) *;r * * * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this2-' day of tjcw 6 , 20Q7, by Al -et' K X794-e4-0 or who has produced ho is personally known to as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC -STATE OF FLORIDA Hector Estrada Commission #DD557873 Sign. Expires: MAY 0, 2010 BO! WED 1HRU ATLANTIC BONDING CO., INC. Print: E k My Commission Expires:' **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 1111111111111111111111 11111111111111111111111 NOTICE OF COMMENCEMENT A REt ORD D COPY MUST BE POSTED ON THE MB SITE AT TIME OF FIRST INSPECTION PERMIT NO.RG W f /? FOLIO NO.// ?1134a 0 r'D2IG STATE OF FLORIDA COUNTY OF MIAMI -DARE: THE UMW:SIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Fonda Statutes, the following informatbn Is provided In this Notice of fit. CFP 2007R�G0546' 7 OR Bk 25283 .Pa 4520; (11,0 RECORDED 01/17/2;007 14:03 :46 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYp FLORIDA LAST PAGE • 1. Legal description of property and street/add ss: iD 6 _ x 1 j s.4,1.•r .fir7- #.3 P 3 44- fiat v al Aimovi >� Deod Cc�kAto . /4,,? /V 1 j )h,'-4 2. Description o i l provement: P A C 4 A - h e _ -- ,i l t T ? . 4 g c 4 / M " &Pao 3, Owner(s) name and address: Interest in property: P,1w L �+.��',rc AA* 6w.� p�� rf /`>s. ld. 'f6 .+/a�T $ A wt �G Name and address of fee simple titleholder: 4. Contractor's name and address: Z 5. Surety: (Payment bond required by owner from oontractoY,'�d'^ Name. and address: Amount of bond $ 8. 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: d$pi -e t k N kL 0 '14 IOE . CA") Silt TJ 1 11/044 Pltk��t.c r iGl. 3,51 s p 8. In addition to himself, Owners designates the following person(s) to receive a copy of thed.ienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: iTt O. Expiration date of fhb Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different d to is specified) n reef f Miner Print Owner's Name ?QtA c5�1Qea CM� Swom to and subscribed before me this 11 day of Notary Public Print Notary's Name �te- 'f :le- &r7a� My commission expires: 12LDt42 P 4 aVQ2 Prepared by 0 al r� Address: 8119 7 ,,� 117A. Nosy. S.• 4r Pt; 331��. NOTARY PUBLIC•STATE OF FLORIDA Hector Estrada CommissIon #DD557873 Expires: MAY 30, 2010 BONDED THRU ATtAM1C BONDING CO., INC, ID� NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.Rc, to-07 -22 AX FOLIO NO. WZ CI 6 00 702 o2. I 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1-04- 13 IS (IC Du, a -) £ ILA , s 2. Description of improvement: Nei-) as.%5 - PT- a L F6.4- *'` cpt J c ("Q' 111111111111111111111111111111111111111111111 CIF"t4 2OO7R. 1 O8O'958 OR Bk 26040 F's 0194; (1os) RECORDED 11/0S/2007 14:36:31 HARVEY RUVII4v CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE ,-1 / 0A- 3. Owner(s) name and address: Po k..-. i / -f cy GU l rah i- ( 5 i h.--e T. fri ( eid-a -/ r Interest in property: "\ ��" Name and address of fee simple titleholder: 4. Contractor's name and address: / AOa.-re 3 t ) $ rn-i f 5. Surety: (Payment bond required by owner from contractor, if any) Name and .address: Amount of bond $ 6. Lender's name and address: /A Ae// FI 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: J4L �f 1%0 4L etc /IL.) '�' 1 c✓ i 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: Pik 9. Expiration date of this Notice of Commencement: (the `k� *Lis 1 year from the date of recording unless a .? ,••p�MIS31pN,•e•4 S $ G r117,?5,,cto differe• - • is specified) , 01 nature of • ' ner • a • 9DD 650549 .Q Print Owner's Name ,& l �'� � u 7 • ,,V.S °ed ettatt c� Sworn to and subscribed before me this day of N 1► �� , 20 62 QQ9- ono\ v3\ ex..ekk �. .x.20 \\ Notary Public \ Print Notary's Name My commission expires: 123.01 -52 PAGE 4 5/08 Prepared by .J 18-1 1,„ 0 14 Address: P•i ? coC • 2-- d f 7 , , s-.ile/4_9 r STATE OF FLORIDA, COUNTY OF DADEhe • I HEREBY CERTIFY that this is a tQrue. cony of ....�± day of pngu�a! filed in this /lice on ^� , A D 20 _C2.2—... WITNESS my hand and Official Seal. HA u RK, of r and County Courts D.C. 8y NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. IN, 10-07 -22c AX FOLIO NO. (l 2 t 3 6 009'O2 I 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property Du. CO fv , u £ ILA h� v-• / /Oki G S' 2• Description of improvement: 111111111111111111111111111111111111111111111 CFN 2OO7R1O8O9! 8 OR 13k 26001:+ Ps 0194.i tins RECORDED 11/08/2007 14:36:31 HARVEY R:UV'IWir CLERK OF COURT MIAMI -CAGE COUNTY' FLORIDA LAST PAGE and street/address: L'4 " 13 13 f Ic . / 6 . New R.xs — 6� T — q- OAT J.c C 3. Owner(s) name and address: PCA. tJ 1 /11 Y (* a—c S r h..� I E-i '-u-i / r/t &G r Interest in property: �4-L Name and address of fee simple titleholder: P1 4. Contractor's name and address: 2/ r p�' '' 0 )v 31 SO .5 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: JjS Amount of bond $ 6. Lender's name and address: Fl 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: dig t f k)1?-4. $. In addition to himself, Owners designates the following persons) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the e� ;114 is 1 year from the date of recording unless a QP.•••••. NO differe - ispecified) 4 uo ' 0 7 •s,GO ?� A��"s�_ .,-------6/- s* : nature of ner 71.:-.S:: #nn At n549 l Q Print Owner's Name / ( f% ' ` VP;;Aticas. l un InST m 1�A �, 20 0 . Sworn to and subscribed before me this day of Notary Public Print Notary's Name My commission expires: cjao.. o`1 6 0,.0\ o\ \ . M e1y`c\ e2_ .� • 2-0A 123.01 -52 PAGE 4 5/06 Prepared by ) °-/ L.014 tt L- Address: 1''`i toc 1 7: S' //ems r_ STATE OF FLORIDA, COUNTY OF DAD the 1 HEREBY CERTIFY that this is a true c day of ano,�I filed in this ffice on �_.- _. day 11t1`�n , AD2U�.. WITNESS my hand and Official Seal. rcuit and County Courts O.C. HA 8y RK, of Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nom: Inspectio +�. a 422E '08 Inspector: . cquisto, David Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 954/370 -6161 Building Department Comments 713 SQ FT FOR NEW ADDITION Inspector Comments Passe iii/i L.,------- a Fail Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, April 22, 2008 Page 1 of 2 1 ..1. WNW ■CY t COUNTY -WIDE LAND tUF YVTQR8 ANC. LAND SURVEYORS s PLANNERS r r P.O. BOX 823271 SOUTH FLORIDA, ;FP. � r3 0@12 -3� �7`t r } 77`2-0766 9 10 11 12 14 15 NE. 108th STREET LOCATION $KETCH A �7 softe `LEGAL DESCRIPTION Lot 13 in Block 216 of DUNNING'S MIAMI SHORES EXTENSION NO. the plat thereof, as recorded in Plat Book 48 at Page 21 of of Miami -Dade County, Florida. 5, according to • the Public 1ecords SURVEYORS NOTES: 1). Legal description provided by client. 2). Only record plat easements are shown. 3). Right of way information obtained from record plat. 4). In Federal Flood Zone X, Panel 0093 last revised 3 -2 -94. 5). Benchmark used- Dade County BM # N -566. 6). Elevations are referenced to National Geodetic Vertical Datum 1929 Adjust- ment (NGVD29). Mlatni Shores Village APPROVED D `k Y ZONING DEPT rinumwor BLDG DEPT ilealliMil SUBJECT TO COMPUAN t � ALL STATE AND COUNTY RULES AND REGU LATIONS 1=�4,L SLiI?v0Y BOUNDARY & IMPROVEMENTS SURVEY SURVEY FOR: Pius. SKgaau-r 'L\q N.E. 108 St. Miami Shores, F1. CERTIFIC# I HERESY MINIMUM T MAPPERS I SECTION 4 E NOTE: • NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL." RTIFY THAT THE SURVEY REPRESENTED HEREON COMPLIES WITH THE HNICj1L STANDARDS ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND CHAPTER 610 17 -6, FLORIDA ADMINISTRATIVE CODE, PURSURANT TO .Q27, Florida Statutes. �• JOSEPH L. MARTI N PROFESSIONAL LAND SURVEYOR * 436 8 STATE OF FLORIDA REVISIONS ADD D'IMB,vI /�A/s BY ELM DATE 4-41-o7 to NBA/ At•Ave. DRAWN SY SCALE ) LA DATE l�.i -tTl F.S. / PG. JOG* 2461- D Y 7 ,do' t2' PVM'v THIS MUST BE ON JOB AT TIME OF INSECTION N N IS.t'3' 1 A.01 N 4.75 JO 20.41 /S1ogY ties /1-0.5• # /49 1 1, ,3' 7A• .5 vale. 1s. $3• 89sv iz,, 'Co,�i. WE• PPE Pp r;� 1(n' A/14-1. Are- /06 S1 3 2 1 rt4 .ir 9 10 11 12 14 15 NE. 108th STREET LOCATION $KETCH A �7 softe `LEGAL DESCRIPTION Lot 13 in Block 216 of DUNNING'S MIAMI SHORES EXTENSION NO. the plat thereof, as recorded in Plat Book 48 at Page 21 of of Miami -Dade County, Florida. 5, according to • the Public 1ecords SURVEYORS NOTES: 1). Legal description provided by client. 2). Only record plat easements are shown. 3). Right of way information obtained from record plat. 4). In Federal Flood Zone X, Panel 0093 last revised 3 -2 -94. 5). Benchmark used- Dade County BM # N -566. 6). Elevations are referenced to National Geodetic Vertical Datum 1929 Adjust- ment (NGVD29). Mlatni Shores Village APPROVED D `k Y ZONING DEPT rinumwor BLDG DEPT ilealliMil SUBJECT TO COMPUAN t � ALL STATE AND COUNTY RULES AND REGU LATIONS 1=�4,L SLiI?v0Y BOUNDARY & IMPROVEMENTS SURVEY SURVEY FOR: Pius. SKgaau-r 'L\q N.E. 108 St. Miami Shores, F1. CERTIFIC# I HERESY MINIMUM T MAPPERS I SECTION 4 E NOTE: • NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL." RTIFY THAT THE SURVEY REPRESENTED HEREON COMPLIES WITH THE HNICj1L STANDARDS ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND CHAPTER 610 17 -6, FLORIDA ADMINISTRATIVE CODE, PURSURANT TO .Q27, Florida Statutes. �• JOSEPH L. MARTI N PROFESSIONAL LAND SURVEYOR * 436 8 STATE OF FLORIDA REVISIONS ADD D'IMB,vI /�A/s BY ELM DATE 4-41-o7 to NBA/ At•Ave. DRAWN SY SCALE ) LA DATE l�.i -tTl F.S. / PG. JOG* 2461- D Y 7 ,do' t2' PVM'v THIS MUST BE ON JOB AT TIME OF INSECTION N N IS.t'3' 1 A.01 N 4.75 JO 20.41 /S1ogY ties /1-0.5• # /49 1 1, ,3' 7A• .5 vale. 1s. $3• 89sv iz,, 'Co,�i. WE• PPE Pp r;� 1(n' A/14-1. Are- /06 S1 Miami Shores Village Cnc a% Building Department pciloi la" CERTIFICATE OF OCCUPANCY CHECKLIST Required BUILDING PERMIT CARD - Containing final initials of all inspectors V SURVEYS (2) FINAL AS BUILT - Required. Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE QF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM �/ Y CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) j, CHAPTER 2913.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." /4//4- HEALTH DEPT. APPROVAL LETTER - (on septic or private water) /� Note: If house has a septic tank, approval letter is required from the health dept. / v SOIL COMPACTION LETTER - (density reports required) BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is $150.00. Commercial CO is $200.00. c Approved Date P�� s . e i/ Pe .P/ 7l� 4ed loci "4.). rrAfibukr chc- 1/20/05 v 82. County Name 83. Stets Dade OMB No. 1660.0008 I Expires February 28. 2009 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important Read the instructions on pages 14. SECTION A - PROPERTY Al. Building Owner's Name Paul Skra-hut A2. Building Street Address (including Apt., Unfl, Suite, and/or Bldg. No.) or P.O. Route 149 N.E. 108 St. Miami Shores A3. Property 1D 3 Btilk (L� 21B6�DUNmN Na Parcel IAMr,L Legal EXTENSION State .1r. M. Buildup Use (e.g.. Residential, Non- Residential, Addition, Accessory, ate.) R esidential W .80 ° 1 1 141.7” Horizontal Datum: ❑ NAD 1927 j] NAD 1983 '� Latitudetiangtiude: Lai. N 25052'28_3" A6. Atoll at least 2 of the building if the Certificate Is being used to obtain Hood , A7. Bang Diagram Number 1 A8. For a building with a crawl space or endosure(s), provide: a) Square footage of drawl space or enclosure(*) N/A sq R b) No. of permanent flood openings in the crawl space ar enclosure(s) waifs within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b NO. ""Par Insurance Company Use: Number NAIL Number ZIP ode 331 61 5 PB 48 PG 21 84 o A9. For a baling with an attached garage, provide: a) Square footage of attached garage 312 ft b) No. of perrmanent flood openings in the a waafls within 1.0 foot above adjacent grade c) Total net area of flood openings In A9.b son SECTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number Miami Shores 120652 �] FIS Prole ® FIRM ❑ Community nity Determined O Other (Describe) 911. Indicate elevation datum used for BFE in item B9: ® NOW 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the Date ted M a Coastal Barrier Resources System (CBRS) area or a Protected Area (OPA)? CBRS 0 OPA ❑Yes )] No SECTION C - SUN -DING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building alevatiors are based an: ❑ Construction Drawkigs' 0 Building Linder Construction* 121 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A rk (wwititehdBFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g Benchmark uwizede DCBM N-566 fied in Item A7 Benchmark Vmtitol Datum NGVD 2 9 convetsiotvComments NONE a) b) c) d) e) n 9) Top of bottom floor (Including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) • Lowest elevation of m achtrery or equipneht servid ng the building (Descrioe type dd equipment In Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG). Check t e 11.21 me fed ❑ feud 9.( 6 5h feet 10 ,Q1 thee 8w5 8feat measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Roo only) 8 meters ( Puerto Rico only) meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certlti elevation information. / certify that the information 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 ) 8 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Ceritfler's Name Jnclicsph T._ Martin Pres 1' ent Address P.O. B�,,,, 823271 Signature Tide License Number PT.G 4'RRR Company Name County-Wide Land Surveyors city South F i a. State Fl. i'6 -3271 Date 3- 22_200x'° °' ( 305) 772 -0766 FEMA Form 91 -31, February 2008 PLS # 4 368 3 -22 -2008 See reverse side for continuation. Replaces all previous editions .' +u w e B4. Map/Panel Number 12 0 2 5 C 0 0 9 3 01 e- hrda.ssn. Ilia smarms MM... 88. Suffix . Own Cl......1 mi.... B8. FIRM Index Dee 1 -20 -93 -., -_ mom. -.- __._ B7. FIRM Panel Effective/Revised Date 3 -2 -94 - -- -- - - - -- - - - -- 88. Flood Z°11448) X - -- 89. Base Flood Elevations) (Zone AO, use base stood depth) NONE J �] FIS Prole ® FIRM ❑ Community nity Determined O Other (Describe) 911. Indicate elevation datum used for BFE in item B9: ® NOW 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the Date ted M a Coastal Barrier Resources System (CBRS) area or a Protected Area (OPA)? CBRS 0 OPA ❑Yes )] No SECTION C - SUN -DING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building alevatiors are based an: ❑ Construction Drawkigs' 0 Building Linder Construction* 121 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A rk (wwititehdBFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g Benchmark uwizede DCBM N-566 fied in Item A7 Benchmark Vmtitol Datum NGVD 2 9 convetsiotvComments NONE a) b) c) d) e) n 9) Top of bottom floor (Including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) • Lowest elevation of m achtrery or equipneht servid ng the building (Descrioe type dd equipment In Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG). Check t e 11.21 me fed ❑ feud 9.( 6 5h feet 10 ,Q1 thee 8w5 8feat measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Roo only) 8 meters ( Puerto Rico only) meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certlti elevation information. / certify that the information 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 ) 8 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Ceritfler's Name Jnclicsph T._ Martin Pres 1' ent Address P.O. B�,,,, 823271 Signature Tide License Number PT.G 4'RRR Company Name County-Wide Land Surveyors city South F i a. State Fl. i'6 -3271 Date 3- 22_200x'° °' ( 305) 772 -0766 FEMA Form 91 -31, February 2008 PLS # 4 368 3 -22 -2008 See reverse side for continuation. Replaces all previous editions copy IMPORTANT: in these spaces, s. co the conespondi Information from Section A. No. or P.O. Route and Box No. Building Street Address (induce Apt.. lam. Sudte, and/or Bldg. ) 149 ■ stets 'Fla. 33Zr6 City Miami Shores -- SECTION D - 8URV ' " e .' - OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Eisvatlon Celibate for (1) community otndel, (2) ktsurance ems' and (3) building owAer. C2e air co d ti. Poky Number Company NNC Number .! •-• ❑ Check here if attachments Sim"' - - FOR ZONE AO AND ZONE A (WITiHOUT SECTION ! - = • , � ELEVATION INFORMATION (SURVEY NOT REQUIRED) Sections A. 6, {eta items El-EIS. if the Certificate Is intended to support a LOMA or LOMR -F request, complete mpletB and Zones AO and A E1-E4, use coning used. In Puerto Rico only, ender meters. and C. For horns E1-E4 � � � boxes to � the elevation Ia above or below the highest adjacent E1. Provide elevation above or below the HAG. grade (HAG) and thus lowest adjacent grade (LAG). or enclosure) iB — meters a) Top of bottom floor (Including basement. crawl ' _ — fest feet ❑ meters above or below the LAG. b) Top l b o t t o m gloms (including basement, crawl ' or e n c l o s u r e ) lo . . . _ — I t e m s 8 Ior 9 (see p s 8 of instructions), the next higher floor Diagrams 6-8 with) of eubui flood openings U meters U above or u the HAG. E2. For Suit �� the diaBra�) of the building b feet E3. Attached 9B (top of slab)* 0 0 above or a the ❑ above or (] below the HAG. E4. Zone of platform at no load de art number ber equipment In accordance with the corona ity'a floodptaik management of the bottom floor elevated E6. Zone ordinance? H nsHood depth nununbar iB n. The abla�> must certlfy kris information in Section G. Yes ❑ No ❑ Unknown. SECTION P - PROPERTY OWNER OR OWNER'S REPRESENTATIVE CERTIFICATION The property owner or corers authorized representative who completes Sections A, B. and E for Zone A (without a FEMA- issued or community-issued BFE) or Zorn AO must sign here. The statements In Sections A, 8 and E are correct to Me best of my knowledge Property Owner's or Owners Authorized Representative's Name ZIP Code City State Date Telephone Address Signature Commits SECTION 0 - COMMUNITY IINFORMATION OPTIONAL ordinance can complete Sections A, B. C (or �, The local official who is authorized by law or ordinance to the corm urdY'8 management used lot Items Go and GS. and G of this awaken Certificate. Complete the applicable Item (5) and � below. Check the measurement In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who 31. ❑ adhorixed by law to certify elevation knformation• (Indicate the source and date of the elevation data In the Comments area below.) in Zone A (without a FEMA- fasusd or BFE) or Zone AO. 02. ❑ A canarnadllt oMCel completed Section E for a building located management G3. ❑ The following Infomatlon (items G4. -G9.) Is provided for community floodplafn G4. ParmM Nuunber G8. Date Permit Issued G8. Data Cerdfkete G7. This pemdt has been issued for 0 New Construction ❑ Substantial Improvement d the building: ❑ feat ❑ meters (PR) Datum G8. Elevation of as -bull lowest door (Including basement) ❑ feet ❑ meters (PR) Datum G9. BFE or On Zone AO) depth of flooding at the bu IIdkq site Local Oftfdal s Name Community Name Signature Comments Title Telephone Date FEMA Form 81 -31, February 2006 Replaces all previous editions U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Important Read the instructions on pages 1-8. ELEVATION CERTIFICATE IOMB No. 1660-0008 Exoires February 28. 2009 Al. A2. A3. A4. A5. A8. A7. A8. Building Owners Name Paul Skrahut- Building Street Address (including Apt., Unit, Suits, and/or Bldg. No.) or P.O. Route 149 N.E. 108 St. City Miami Shores Property Description (Lot and Bled( Numbers, Tax Parcel Number, Legal Desai Lot 13 Blk. 216 DUNNING'S MIAMI SHORES EXTENSION &dais Use (e.g., Residential, Non - Residential, Addition, Accessary, eel,) Residential Latikrds/Lorgtiuda: Lot. M 25°52'28 _ 3 " Long. W 8 0° 1 1 Building Diagram Number Aftach at least 2 photographs of the building it the Corollate is being used to 1 For a building with a crawl apace or endos re(s), provide a) Square footage of crawl space or enclosure(*) N / A sq 8 b) No. of permanent flood openings in the crawl space or endo ura(s) wad wit in 1.0 foot above adjacent grads c) Total net area of flood openings In AB.b NO. 5 PB 48 PG 21 '41.7" Horizontal Datum: ❑ NAD 1927 obtain flood insurance. sgki £ NAD 1983 All. For a building with an attached garage, provide: a) Square footage of attached prep 31 2 sq It b) No of permanent flood openings in the atecihs99arpa wags within 1.0 foot above adjacent grade -- c) Total net area of flood openings in Aab sq In 9ECTI0N 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number Miami Shores 120652 82. Ca my Name Dade 83. State 84. Map/Panel Number 1202500093 115. Suffix J 88. FIRM Index 1-20-93 Fla. B7. FIRM Panel Effective/Revised Date 3 -2 -94 88. Flood X Zoe(s) 89. Base Flood Elevations) (Zone AO, use base flood depth) NONE 810. Indicate the source of the Base Flood Bsvailon (BFE) data or base flood depth entered in Item 80. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Deserts) 811. Indicate elevation datum used for BFE in Item Be ® NOVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Ism in a Coastal Banter Resources System (CBRS) area or Otherwise Protected Area (OPA)? 0 Yes ] No ❑ CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. A Elevation Certificate w8 be requked construction rite bulb complete. Construction* L7 Finished Constructor C2. Elevator's - Zones A1-A30. AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete henna C2.a -g below aaxxdl g to the building diagram specified item A7. Benchmark Utilized DCBM # N-566 Vertical Datums NGVD 2 9 NONE a) b) c) d) e) 9) Top of bottom flow (Including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top esker) Lowest elevation of machinery or equipment stunk ing the building (Descries type of equipment In Comments) Lowest adjacent (fb lshed) grade (LAG) Highest adjacent (finished) grade (HAG) Check the 11 .21® feet feet N/a ❑feet 9.0 6 0 feet 1 Q s.2.® feet 8.5 bet 8.8 Greet measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) meters (Puerto Rico only) meters (Puerto Rico only) SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the informtion on this Certificate represents my be eflbrts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Cafe, Section 1001. ® Check here if comments are provided on back of form. Certfie?s Name Josi pr Pres id Address P.O. B Signature Tit le T. License Number Martin_ PLS * 4368 Company Name County-Wide Land Surveyors 23271 South Fla. State Fl. H69d2-3271 Date 3- 22- 200lVePl10ne ( 305) 772 -0766 FEMA Form 91 -31, February 2008 PLS it 4368 3 -22 -2008 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the correspond Buifing Street Address (Including •, lam. Suite, and/or Bldg. No.) or P.O. Route and Box No. 149 bdonnation from Section A. Fla. 33 P6 PoI cy Number Company NAIC Number City Miami Shores SECTION O - SURVEY',- '-Ernitoxit, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community Maid, (2) insurance ate' and (3) building owner. C2- air c•n• lion Signature _ t e : ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT SECTION E - BUILDING Sections A, B, Items E1 -Eli. If the Certificate sate Is Intended to support a LOMA or LOMR -F request, complete For C. For AO and A (without BFE), l complete aIf available. used. In Puerto Rico only, enter . or below the highest adjacent Check the measurement and C. For Items E1-E4 � the and check the appropriate boxes to show whether the El. grade (AO) and CA feet meters above below the HAG. 9� (NAG) and the lowed ing basement, e Sea �G)• or enclosure) is — ❑ feet meters above or ® below the LAG. a) Top of bottom floor (Including inc uding bas crawl space, or enclosure) — b) For Building D a ram 8-8 w in0 items 8 blot 9 (see 8 of Instructions), the next higher floor E2. Far va o C .b in ms is with atp f U metros U above or the HAG. C2.b in dm diagrams) E3. Attached garage (top of slab) Is feet 0 0 above or a led the 0 meters p above a ❑below the HAG. 54. Ton of platform of no cod de th nu beriprnuerd In accordance with the axnmu City's floodpiain management Flt. Zone tic N us Rood depth number Is fl. The heM� must certify this in Section G. ordinance? LJ Yes ❑ No ❑Unknown' SECTION F - PROPERTY OWNER OR OWNER'S REPRESENTATNE CERTIFICATION a FEMA-Issued or oonununihr- issued BFE) The property owner or owner's authorized representative who completes Sections A. B, and 5 for Zone A (without or Zone AO must sign here. The statements fn Sections A, 8, and E we corned to the beet of my knowledge. P ropmty Owner's or Owner's Authorized Representative's Name ZIP Code City State Date Telephone Address Signature Comments SECTION 0 - COMMUNITY INFORMATION OPTIONAL) M ordinance can complete Sections A. B. C (or E), The local official who Is authorized by law or ordktance to administer the �s flood used In hers Go. one 09. and G of this Elevation Certificate. Complete the applicable itern(s) and sign bets. Check the measurement 31. The rho zed by in Section n if was taken from other documentation (Indicate t eau that has been signed and sealed by a licensed surveyor, engineer, or architect who Q is authorized b1l taw to certify elevation ' (Indicate the source and date of the elevation data in the Comments � Zone below.) AO. G2. ❑ A community official completed won E for a building located in Zone A (without a FEMA - Issued or G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management pub. G4. Pennfl Number G6. Date Pemdt Issued G8. Date CerWlcats 07. This permit has been issued for 0 New Construction 0 Substantial Improvement of the building: ❑ feet ❑ meters (PR) Datum Gs. Elevation of se -bu�N lowest floor (Including basement) 0 feet ❑ meters (PR) Datum G9. BFE or On Zone AO) depth of flooding at the budding site: TM* Local alders Name Community Name Signature Comments FEMA Form 81 -31, February 2008 Telephone Date Replaces all previous editions VINSON EXTERMINATING COMPANY 200 Dunad Ave. Opa-Locka, Fl. 33054 P.O. Box. 893 Opa-Locka F1. 33054 Tel. 305-681-2443/ 305-681-7645 FAX 305-681-6069 EniED 2008 ............... Project Name.: ffuiz12., Ek/e'-4-(A-1 Project address: Lot: Block: 1‘ 9- Model: Service order by: ,1 CO43ET Date: ti WO' The: 4/1,4-4 'Ap-plicator: .0/1'11 /1404661/2) cos---11q6 Permit #R 6 90 7 7,2_ 7 Product Used: Number of Gallons applied: Area. Treated: Stage oftreatment: //AU? Pierri Chemical Used: Percent Concentration: Linear feet treated: • This isfnot valid. without a company seal The abivioe noted structure has received the first of two or more required treatmentsfor the prevention of native subterranean termite. Upon completion of this treatment arid payment-of any balance due under this contract, Vinson will.provide purchaser with written confirmation that the treatment is completed ands the • associated limited warranty is in full force and effect, Thelimited warranty shall not be considered to be in effect until all required payment has been made. HOGAN GENERAL CONTRACTING 1331 BRISTOL AVE. DAVIE, FL 33325 License # -CGC 1507037 TEL (954) 370 -6161 FAX (954) 370 -6181 Miami Shores Building Dept. 10050 NE 2nd Ave. Miami Shores, FL Attn: Claudio Grande Re: Building Permit #RC05 -1196 insulation -149 NE 108th Street 03 -27 -08 We have installed the insulation as per Plans and Inspection by your department. "EXCEEDING EXPECTATIONS -NOT JUST OUR MOTTO, BUT OUR GOAL" GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASB ESTOS DATE: CLIENT: JIM TEL TEL: (305) 310 -7891 -. 7 - -_ . .�i��aY /Mii �►� \ \� IbII�II_ ,_ P. ,Ziassm \ll\RINUti a SiRegin wom�`�■1111111III /111/_ TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING DYNATECH ENGINEERING CORP. 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 ° Fax (305) 828 -9598 09 -01 -05 INVOICE N°_ 33523 ADDRESS: PROJECT: ADDRESS: ATTENTION. 849 NE 92 Street, Miami Shore, FL 33138 Proposed Addition @ 149 NE 108 Street, Miami Shores, FL Mr. Jim Wahl rFor the Professional services rendered: FAX: (305) 756-7373. Amount BORINGS ?‘'° 9,J FIVE HUNDRED FIFTY DOTT.ARS 00 /100 TOTAL $550.00 $550.00 Iftboacringdslpipc Terms: DUE UPON RECEIPT. 1.5% Monthly Service Charge will be added for late payments. White Litho Ptg. (305) 477 -1777 y(] NOV o s 200 BY: -1475 cos- 11 l4G Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 4:33I, . ; pVCPermit No. Rte,_ jd 4c( Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact lD or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+) PSF (-) PSF ( +) PSF ( -) PSF AciF `1�►^ b [� 5 , . 'iv. - to • pea ea.cv ',Keg h • V 2. = Sfr 36 Y4/l- CI • ••... • • • • .. qr • ... • •. • • - • -.... • O. .•• •• • • ., .• • • • • • • • • • • . ... .. • • • • • • • • • • -• •• • • • •= • • • • • ► • • • •• •• •• • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • 1 V 11/4)JD to • • • • • • • •• • • • • • ▪ • • • • • • • • • • • • • • • e • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • �• • • • • o • • • • • • • • • • • • • • • • • • Miami Shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No 05°-.119‘, Job Name 5-KRA eor 14Y Af. 1O8 Si. AotelViek, STRUCTURAL CRITIQUE SHEET i2J4i_ (I) 0/f/qvi ce hdbzi' een ho ;elk C4n1 e/ceed ank 55 2"/10 )0(515 f,// /Ae ()- en /1-4 ,ec ;541,61,03 1-14 e roe, e d /he. 5/e/35 aina( et e4en w,II no 5-14/part. f)i•tchird-/ 5-1__ _5'how$ ffie rad' 5/012/2fil7 al //j X46-1, cd;.aie a) 5how pk-e5.Sure w`iviotta 4- door en- A- 4- 5e-C- Acidda107"1- Is > Z5 'A ©f e 4$/ 1: On Pioor P/4,151 $Ae-vv-- v. I hoW c9 ti,i; i1 C6-Vi '7 /it A LI- /Z iza /4 iWT 5 7 c 5-e.c.34c2i, (c-017i ad/WC heal )4 3 "r" ZONING CRITIQUE SHEET PERMIT # J ` Za. JOB ADDRESS: 1 lig /e) APPLICANT: APPLICATION: DATE COMMENTS •1- 2Iex +c. I- .fir,..( Prto Oel cP x. (0.. ifs 1\ 5` (7, . - �C1` "/l — k 4. 4 I,.L & ! °\ 1 2� -... �f^ IZ ✓ ' i -",? F7 a.a. l (� i 1FL �r t Gi° C G� 6'Ydd f..DF'r9iNtrY° t ` i _ f` e co �✓C f�[�`+'�-V•�Qk _(^�] ✓ ✓f�C.�v�'k � S �`.�^Ci'.- F9".!�+nlV t..) co V. � -k%A d �rct PejF� ► t K Y�'� c4.4- Put P ^ ra Mr iy ,. i t_ cl7Q icti f Ia. 5 C ropiff ►o'r%W —, INITIALS Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 03-- /194. Job Name 5-1CR4 0or 149 M& /de 5/. STRUCTURAL CRITIQUE SHEET ,'7 1-4,A3/es O'f/4h c, .6& IGV en 'TS /d 1(4- c2ar 1 ex -Geed jarsh fill fJie /OD 014 /j 4 , Sec han Ada/5 fh.e f eirzy ex ierio /e G% fhe Slers Glirt i cr©55 -- he,appz wr1'rl no 5eigih aY'f , . It LPr- cliAy, 5-2- shows Ffie roof si- oppivi y /ik M i . C04rdIPi le ✓ 5ilow ca /c00%,I -ed p`-essire, t a.f e. a-cit w daw door en .5 -� hatel,[,1.. is z 5 % of 'may)s i; Gln I04P P/4/7-5, LICrd bud �G 1�� C.A.Jl 1. ALL rfC4ur,iz ,c4a -wTS • of �P>C ��'c 34°1,. 22-' 2- (c p1 Q11-a c ee,() fr/h Zoai Cod- 5 /ill ir1. ZONING CRITIQUE SHEET PERMIT # )1 176 JOB ADDRESS: 1 u? A✓E gY$ APPLICANT: APP ICATION: DATE COMMENTS a_ii_5_kr L.P.A.,;eN, , s +Le- patcQ -vvY - 004 ,�,Q +o 4.044 PrInG oft° . 24 CO. Vs A crk ! �l Y o �1"' l^I ° trek"„` r.� C4 ! el`k W2 C9` rb a �(!C l d" Q✓ 7 S q 1 �..a.l ` ! ® /' of ✓48a ir400 v- ®C. 30 0 s7 vak �1., G�,.� s vQy 141- 61 �-i 1 �,�-� � IectiA tan 5' cro fro y 1,'�.�a INITIALS Ignacio J. Calvo, P.E. 1800 S.W. 27 Ave Suite 401 Miami, FL 33145 Ph: (305) 6489008 Fax: (305) 6489128 email: ijcpe ®bellsouth.net MEMORANDUM TO: CITY OF MIAMI SHORE BUILDING DEPARTMENT ATTENTION: STRUCTURAL PLANS REVIEWER PROJECT: 149 NE. 108 St MIAMI FL.33161- Skrabut Res. (05-1196) REFERENCE: RESPONSE TO COMMENTS 12/ 13/ 2005 FROM: L CALVO, P.E. DATE: October 24, 2006 COPIES: ARCH., FILE PAGE 1 OF 1 MESSAGE In response to your review comments for the project referenced above, we offer the following comments and responses (the numbers correspond to the number /the critique sheet): d 1) As specified on S -1 the distance from the center line of the steel beam to the exterior face of the wall is 24" max., see specified distance in the Roof Framing Plan. 2) The Architect was advise of this comment and will provide coordinated drawings matching the structural design. 3) The wind pressures for all the windows and doors were provided in the foundation/ ground floor plan. It 11 ° HOGAN GENERAL CONTRACTING 1331 BRISTOL AVE. DAVIE, FL 33325 License # -CGC 1507037 TEL (954) 370 -6161 FAX (954) 370 -6181 Miami Shores Village 10 -19 -06 Building Department Attn: Claudio Grande, CBO Re: Addition for Skarabut Residence Reply to Building Critique Sheet: 1. Planning and zoning issues addressed. 2. Plans submitted. DERM- approved IIRS- approved Miami-Dade P &Z impact fees- approved 3. Addition does not exceed 35 %. 4. Signed and sealed Letter of Intent provided. 5. Will submit sub permits. N c.c.-6 glib'. 6. Window, door buck detail, Page -3 7. Geotechnical report provided. Lott. gic Fi 1.0 8. Provided 9. Provided 10. Provided 11. Detail non-bearing walls provided A-4 S Trzc,i,cry-un.L G t2 t 4,'te `c sH r- "EXCEEDING EXPECTATIONS -NOT JUST OUR MOTTO, BUT OUR GOAL" HOGAN. . . . .. GENERAL CO TYAGTING 1331 BRISTOL AVE.' bA'VIE, TT, Y3325 License # -CGC 145Q7Q37 .. ... .. TEL (954) 370 -6161 FAX.( 4 17091 '•. OOOOOO •• • • • • • ••• •• Miami Shores Village 10050 NE 2nd Ave. Miami Shores, FL Attn: Building Official Claudio Grande, C.B.O. Re: Addition for Skarabut RC05 -1196 Submittals: 1.'41 DEC 1 9 2006 jill BY: ................... 12 -18 -06 (4) Provide a signed and sealed Letter of Intent or Scope of Work from Special Inspector- Provided (5) Submit electrical and roof sub permits- Provided (7) Geotechnical Report signed and sealed- Provided (12) Revise Energy calculations- Provided (3) As per requirements of the existing code Section 707 -5.1 Engineer elevation and analysis of structure- Provided V.P. Field Operations "EXCEEDING .EXPECTATIONS-NOT JUST OUR MOTTO, BUT OUR GOAL" COUNTY -WIDE LAND SURVEYORS INC. LAND SURVEYORS . PLANNERS P.O. BOX 823271 SOUTH FLORIDA, FL. 33082 -3271 (305) 772 -0766 IMCMEIVRI L6' z APR 0 9 2007 LEGAL DESC Lot 13 in the plat th of Miami- w w z SURVEYORS 1). Leg41 description provided by client. tgcord. p],at easements are shown. 3'l? Right..of waVirfEormation obtained from record plat. .4)•66In 1'`edsral Flood Zone X, Panel 0093 last revised 3 -2 -94. 0. Benchmark ud.% Dade County BM # N -566. '81:66Eley& tins Orr referenced to National Geodetic Vertical Datum 1929 Adj ust- . " : "Jment "(NCVD297:" r 9 10 6 11 5 4 3 2 1 12 ,13 14 15 16 NE. 108th STREET NE. 2nd AVENUE LOCATION SKETCH ti07 70 sou UNNING'S MIAMI SHORES EXTENSION NO. 5, according to as recgrded in Plat Book 48 at Page 21 of the Public Records rida. • .1,1,. 0000 • • • • 0000 01,00 • • • • 0000 • • 0 0•00 • .. • • • 0060 . . • • • PERMIT #:)C (l9(o Miami Shores Village DATE APPROVED BY ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS BOUNDARY & IMPROVEMENTS SURVEY SURVEY FORa 108 St. Miami Shores, F1. CERTIFICATE NOTE: " NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL." I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MA ERS IN CHAPTER 610 17 -6, FLORIDA ADMINISTRATIVE CODE, PURSURANT TO SEC ON 472.027, Florida Statutes. SEPH L. MARTIN 'PROFESSIONAL LANG SURVEYOR 404368 STATE OF FLORIDA REVISIONS BY DATE DRAWN BY SCALE DATE )\ 1 "1a q --1-ci F.B./ P0. J08 411 Zoo"- 7. , 0D1 pipe Q 4.75 l ir 3' KSo 90 °°1)Li IS•S3' h et: 2d.41 key/ d / AODi1/JN v 3 V •s' is-fogy as '41 • it 149 It. .3' h 71• 3.s • 5'G,,Jc, 89s`32'' /to'PVM?• 4- N-E. 105 SI, BOUNDARY S R \/ Y F.I.P. 0 NO ID. tit LINE F.I.P. 05/8 "• NO ID. 0 N 12.7' O GAS 0 • 9.75' N 12.0' 8.0' 1- Q J EL U) 0 8.0' 15' ALLEY °� 10' PAVEMENT 75.00' 10.0' �' f ' J a-a Lim 0 i 8.0' '1, 16.3' LU- (/.D0 (X If 0W Li 16.3' in 0 rn 3.2” N C. S. W.M.D 1W \� } .R. COP ofr-ft 36.3' ONE STY. C.B.S. RES. No.149 F.E. = 11.21' 20.4' (D O v7 3.0 16.0' 28.9' 9k N to fF.I.P. 05/8" NO ID. F.R. NO ID. — — BLOCK CORNER I 225.00' r) L.P. 5' SWK. In r 108th STREET 16' PAVEMENT ,PROPERTY ADDRESS: 149 NE. 108th STREET, MIAMI SHORES , FLORIDA -33161 LEGAL DESCRIPTION LOT 13 OF DUNNING'S MIAMI SHORES EXTENSION No. 5 IN BLOCK '216 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 48 OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY, FLORIDA NE. 109th STREET ,ATPAGE 21 z 7 9 10 6 11 5 4 3 2 12 14 15 16 J NE. 108th STREET LOCATION SKETCH N.T.S. NOTES: -LANDS SHOWN HEREON MERE NOT ABSTRACTED, THEREFORE THIS SURVEY IS SUBJECT TO EASEMENTS, RIGHT OF WAYS, AND OTHERS MAIItHJ WHICH MIGHT BE REFLECTED IN A SEARCH OF TITLE TO THE SUBJECT LANDS. -NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE. -THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT EXTEND TO A ANY UNNAMED PARTY. -THIS DRAWING IS THE PROPERTY OF A. FIORE AND ASSOCIATES, INC. AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT PERMISSION OF A. FIORE AND ASSOCIATES, INC. - ELEVATIONS ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAMI -DADE COUNTY BENCHMARK No.N -566: LOCATOR -5100; ELEVATION- 10.78' NE. 111th STREET AND N. MIAMI AVENUE NE. 2nd At(ENUE FLOOD ELEVATION INFORMATION: DATE OF FIRM: 07 -17 -95 COMMUNITY No: 120652 PANEL 0093 SUFFIX: J ZONE X BASE FLOOD ELEVATION: N/A '1 A. FIORE AND ASSOCIATES, INC. LAMED SURVEYORS LAND 921 S.W. 122nd Avenue, Miamt, Florida PH. (305) 221-3040 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON I5 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISKNI. THIS SURVEY COMPUES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017 -6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 427.027 FLORIDA STATUTES. PLANNERS 33184-2406 ANTONIO ORE, PRESIDENT PROFESSIONAL SURVEYOR AND MAPPER No. 5184 STATE OF FLORIDA N O O 01 J VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR SCALE: 1"=20' IDRAWN BY: R.S. IREFERENCE: 03 -07 -04 FIELD BOOK: 05 -0935 DATE: 08-03-05 PROCESS # FOLIO # C.O.R. 8.99' BUILDING OWNERS N FEDERAL EMERGENCY MANAGEMENT AGENCY NAL FLOOD INSURANCE PROGRAM EVATICN CERTIFICATE ant: Read the instructions on pages 1 - 7. TI f�i A - PROPERTY OWNER INFORMATION 08 -03 -05 O.M.B. No. 3067 -0077 Expires December3l, 2005 BUILDING STREET ADD IS �t., Unit, �ite, andor Bldg. No.) OR P.O. ROUTE AND BOX NO. 149 NE. 108th STR CITY STATE MIAMI SHORES FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 13, BLOCK 216, PLAT BOOK 48 , PAGE 21 , MIAMI -DADE COUNTY, FLORIDA. BUILDING USE (e.g., Residential, Non - residential, Addtion, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ##' - ##.##' or ##.###M# °) ■53 I For Insurance Company Use: Policy Number Company NAIC Number ZIP CODE 33161 I_J NAD 1927 IJ NAD 1983 SOURCE: IJ GPS (Type): 1_I USGS Quad Map IJ Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER VILLAGE OF MIAMI - 120652 B2. COUNTY NAME MIAMi -DADE B10. Indicate the source of the Base Flood © 63. STATE FLO B4. MAP AND PANEL • NUMBER 12025C0093J B5. SUFFIX J 'B6. FIRM INDEX DATE 07 -17 -95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 03 -02 -94 B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) N/A eve tton (BFE) data or base flood depth entered in B9. Li FIS Profile XX j FIRM Li Community Determined LJ Other (Describe): B11. Indicate the elevation datum used for the BFE In B9: IXi NGVD 1929 Li NAVD 1988 Li Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwrise Protected Area (OPA)? IJ Yes 1.K1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings' LjBullding Under Construction' i,X FinIshed Construction *A new Elevation Certificate will be required when construction of the building is complete. _.C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate Is being completed - se e 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, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.a -1 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 NGVD29 Conversion/Comments Elevation reference mark used SEE BACK Does the elevation reference mark used appear on the FIRM? 9.L_ft.(m) 11.2 . ft.(m) NLA ft.(m) 9.1_ ft.(m) W U. a) Top of bottom floor (including basement or enclosure) ❑ b) Top of next higher floor • ❑ c) Bottom of lowest'horizontal-structurai member (V zones only) ❑ d) Attached garage (top of slab) ❑ e) Lowest elevation of machinery and/or equipment servicing the building (Describe In a Comments area.) HEATER 9,0 ft.(m) ❑•f) Lowest adjacent (finished) grade (LAG) 9.0 ft.(m) z ❑ g) Highest adjacent (finished) grade (HAG) 9.2 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 15 ❑ i) Total area of all permanent openings (flood vents) in C3.h 1976 sq. in. (sq. cm) LI Yes 1XJNo SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by lawto certify elevation information. 1 certify that the information in Sections A, B, and Con 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. CERTIFIER 'S NAME ANTONIO FIORE TITLE PROFESSIONAL SURVEYOR AND MAPPER - ADDRESS 921 S. . 122nd AVENUE SIGNATURE.. LICENSE NUMBER COMPANY NAME CITY MIAMI DATE 8 -03 -05 5184 A. FIORE AND ASSOCIATES, INC. STATE ZIP CODE FLORIDA 33184 TELEPHONE 305- 221 -3040 FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg No.) OR P.O. ROUTE AND BOX' OX'NO. 149 NE. 108th STREET CITY STATE MIAMI SHORES 08 -03 -05 For Insurance Company Use: Policy Number ZIP,CODE Company NAIC Number PI OPInA 331 q1 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS MIAMI -DADE COUNTY BENCHMARK No.N -566: LOCATOR =3100: ELEVATION = 10.78' NE. 111th STREET AND N. MIAMI AVENUE. 1 I I 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 E5. If the Elevation Certificate is Intended for use as supporting Information for a 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 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 (including basement or enclosure) of the building Is LLJ ft. (m) LLJ in. (cm) LI above or LJ below (check one) the highest adjacent 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 L11 ft• (m) LLJIn. (cm) above the highest adjacent grade. Complete Items C3h and C31 on front of form. • E4. The top of the platform of machinery and/or equipment servicing the building is LLJ ft. (m) LLI in. (cm) LJ above or LJ 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 ordinance? 1 I Yes I 1 No 1 (Unknown. The local official must certify this inforiation in Section G. SECTION F - The property owner or owner's authorized Orepresentaative who Ocompletes Sect s A, B, REPRESENTATIVE) IIt ms C3.h CERTIFICATION C3.i only), and E forZone A (without a FEMA- issued or community-Issued BFE) or Zone AO must sign here. The statements in Sections A, $, C, and E are correct to the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) I —I Check here if attachments 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. LJ 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. Li 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. LJ The following Information (Items G4 -G9) is provided for community floodplain management purposes. IG4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for LJ New Construction LJ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: . ft. (m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: . ft. (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE COMMENTS DATE FEMA Form 81 -31, January 2003 ►,J Check here if attachments Replaces all previous editions •• •• • •••••• .11M11,V1°'i*P. C. .1.. 11COMEYMI Ju �o o� BY:.e� Nelson Walters Coniajtlpg& Sp.cial,ty Engwneej Ing Services, Inc. FBPE C.A. #9655 • •••• •• • • • •. • • • ••• •• • • ............ CITY S� COPY NEW STEEL BEAM CONNECTION AND COMBINED FOOTING CALCULATIONS FOR SKRABUT ADDITION PERMIT #: t Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS PREPARED BY; NELSON F. WATERS FL, P.E. #51 07 D6 67 Design / inspection / Investigation / Testing & Reports 493 N.W. 27th Ave., Miami, Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson@structuralpartners.com www.structuralpartners.com •• •• ' :' 44'0 :..: ' :' • • • • • • •.. • :. • : .: • • • >• • • •-` - -' •-•., • • • - •- •. :.':• "_ • • • • • • • • • • • • • ••• • • • ••• • • • • • •• •• •• • •: • • • •_ • • • • • • • •• • • • • •_ • • • • • • s • ... • •• NWCS CONSULTING & S«CIALTV. • .. • • • • ••• • • • • ENGINEERING SERVICE$,1'N(f. • • • • • ••• • • • •• • • • • • • • • • ••• • • • • ••• • .• Rev: 560100 • • • . • • • • User KW-0603206,Ver5.6.1,25t)ct2000• • • • • to"- e.M: ---1 C- --14 -- rl - -:-- (c)1983 -2002 ENERCALC Engin rind Sd twSe • • Description C MBIVED FOOTING 4 4 • •• • • • • • • .• ••• • General Information ••• ••: : • • :• •• Page 1 c:.ec551skrabut addition.ecw.Calculations Allow Soil Bearing • • • $, Seismic Zone Concrete Wt Short Term Increase Overburden 2 Calculations are designed to ACI 318 -95 and 1997 UBC Requirements OOQ.i3 psf ; : • • • f4C 3,000.0 psi 0 Fy 60,000.0 psi 150.0 pct Min As Pet 0.0018 1.00 Distance to CL of Rebar 3.50 in 00.00 psf Live & Short Term Load Combined Dimensions Footing Size... Distance Left Dist. Betwn Cols Distance Right Footing Length Width Thickness 1.00 ft 2.25 ft 0.75 ft 4.00 ft 4.00 ft 12.00 in Column Support Pedestal Sizes #1 : Square Dimension ...Height #2 : Square Dimension ...Height 8.00 in 4.00 in 8.00 in 4.00 in Loads Vertical Loads... Dead Load Live Load Short Term Load Summary O. Left Column 4.040 k 4.350 k k et Right Column , 1.820 k 2.180 k k Footing Design OK Length = 4.00ft, Width = 4.00ft, Thickness = 12.00in, Dist. Left = 1.00ft, Btwn. = 2.25ft, Dist. Right = 0.75ft Maximum Soil Pressure 1,442.19 psf Allowable 2,000.00 psf Max Shear Strew, 18.17 psi Allowable 186.23 psi Min. Overturning Stabilit 999.000 :1 Steel Req'd @ Lef Steel Req'd @ Cente Steel Req'd @ Righ 0.184 in2/ft )( oft" 0.184 in2/ft 0.184 in2/ft Soil Pressures Soil Pressure @ Left Dead + Live Dead +Live +Short Term Soil Pressure @ Right End Dead + Live Dead +Live +Short Term Stability Ratio Actual 1,442.2 1,442.2 806.6 806.6 999.0 :1 Allowable 2,000.0 psf 2,000.0 psf 2,000.0 psf 2,000.0 psf ACI Factored Eq. 9-1 2,176.1 psf Eq.9 -2 1,632.1 psf Eq. 9-3 826.8 psf Eq. 9-1 1,217.0 psf Eq. 9-2 912.8 psf Eq. 9-3 462.4 psf Eccentricity 0.188 ft 0.188 ft -0.188 ft -0.188 ft Moment & Shear Summary ( values for moment are given per unit width of footing ) Moments... Mu @ Col #1 Mu Btwn Cols Mu @ Col #2 One Way Shears... Vn : Allow* 0.85 Vu @ Col #1 Vu Btwn Cols Vu @ Col #2 Two Way Shears... Vn : Allow * 0.85 Vu @ Col #1 Vu @ Col #2 ACI 9-1 0.36 k -ft/ft 0.32 k -ft/ft 0.07 k -ft/ft 93.113 psi 0.000 psi 0.000 psi 0.000 psi ACI 9-2 0.27 k-ft/ft 0.24 k -ft/ft 0.05 k-ft/ft 93.113 psi 0.000 psi 0.000 psi 0.000 psi 186.226 psi 186.226 psi 18.168 psi 13.626 psi 7.617 psi 5.713 psi Nelson F. Walters, F.E. Cons r Florida ACI 9-3 0.11 k -ft/ft 0.12 k -ft/ft 0.01 k -ft/ft 93.113 psi 0.00C'psi 0.000 psi 0.000 psi 186.226 psi 5.643 psi 1.954 •s: Adelb NWCS CONSULTING & SpPCJ.r,4L+I'+f• • • ENGINEERING SERVICES, fl4 :. : ' • * • •. •: • ••• • • • • • • Rev. 560100 ••• ••• User. KW- 0603206, Yer 5.6.1, 2 ct _ (c)1983 -2002 ENERCALC Engin 'nj Description COMBI Reinforcing ACI 9-1 ACI 9 -2 ACI 9 -3 ••• • • • • • •• • ••� ;� • :Coi iDineti Footing Design ED FOOTING 4x* i • ••• • • • •• ••• •1 ( value' givrt ,moat usiida o$fpotk? ) g teft Edgeo • • ••• Ru/Phi As Req'd 5.58 psi 0.184 in2/ft 4.19 psi 0.184 in2/ft 1.68 psi 0.184 in2/ft Page 2 c: \ec55\skrabut addition.ecw.Calculations Between Columns Ru/Phi As Req'd 4.87 psi 0.184 in21ft 3.65 psi 0.184 in2/ft 1.78 psi 0.184 in2/ft @ Right Edge of Col #2 Ru/Phi As Req'd 1.01 psi 0.184 in2/ft 0.76psi 0.184 in2/ft 0.21 psi 0.184 in2/ft ACI Factors (per ACI, applied internally to entered Toads) ACI 9-1 & 9 -2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 0.900 1.300 UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 1.400 0.900 Nelson F. Walters, P.E. Consulting Structural Engineer Florida P.E. 58207 •• •• • ';• • • • • • • • • • • • • ••• • • • • • •• • • • • • • • ••• • • • • • • • • • • ••• • • • • • •• • • • • • • • • ••• • • •• • • • • • • • • • • • • • • • • •• • • • • • • s•• • • • • • • •• • • • • • • • • • • • • •• ••• •• • • •• '• •• • • • • • • • • ••• •• Vert Ld: DL =4.0, LL =4.3, ST =0.0 k Vert Ld: DL =1.8. LL =2.1, ST =0.0 k 1.00 ft 2.25 ft 0.75 ft 4.00 ft Nelson F. Walters, P.E. Consulting Shaul Engineer Florida P.E. 58207 CITY COPY January 6, 2005 Miami Shores Village Building Department 10050 N.E. 2"d Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC 05 -1196 Job Name: Addition for the Skrabut Res. Page 1 of 2 Buildi g Critique Sheet -2-.A.) &lie-el) ifi/4)(0 1. Address comments from Planning & Zoning, & Structural Engineer review. Plans need to be submitted to DERM, HRS, and Miami -Dade P & Z for payment of impact fees. As per the requirements of the Florida Existing Code sect.707.5.1 "the registered architect or engineer shall provide an engineering evaluation and analysis that establishes the structural adequacy of the altered structure ". Provide a signed and sealed Letter of Intent or Scope of Work from the Special Inspector who will perform the required inspectio r the proposed Engineered Unit Mas . i_ design. Submi i ri � ca� , ical an ermit a6pplications. . Plans to show a window /door buck detail as required in FRC 4410.2.3.1.6. eotechnical Report shall be an original, signed and sealed by the P.E. . Provide a Product Approval Schedule /Comparison Chart filled out with all the required information. L/ 9. Provide a window and door schedule showing roof opening, type of window and door, etc. 10.Provide details for window and door bucks, showing size, fasteners and spacing, waterproofing, attachment, etc. as equired in FRC 44010.23.1.6 11.Provide detail for non bearing walls, FRC 4409.5.2 e4 5 2-X 7 / 7/7/ a,) 544.0 Plans and submittals are incomplete; therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your Re- submittal. Claudio Grande CBO 305 -795 -2204 ext. 430 Inspection Date: 04/09/2007 Inspector: Grande, Claudio Owner: SKRABUT, PAUL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 149 108 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 954/370 -6161 nt Comments 713 SQ FT FOR NEW ADDITION 11 Passed r Inspector Comments Survey was resubmitted with correct dimension for addition. Dave Dequisto was away in a Conference. OK by CG. 4/17/07 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, April 17, 2007 Page 1 of 2 1 COUNTY -WIDE LAND SURVEYORS INC. LAND SURVEYORS PLANNERS 'P.O. BOX 823271 SOUTH�FLORIDA, FL. 33082 -3271 (305-) 772 -0766 w d W 2 10 11 1 12 14 15 16 NE. 108th STREET NE. 2nd AVENUE LOCATION $KETCH k, -WIZ LEGAL DESCRIPTION Lot 13 in Block 216 of DUNNING'S MIAMI SHORES EXTENSION NO. 5, according to the plat thereof, as recorded in Plat Book 48 at Page 21 of the Public Records of Miam;• -Dade County, Florida. .. • .. • ... • •. • • • • • .... • • .SWA LEY0IE..11TbTES: 1:1,.•Leg41..lescr.3: on provided by client. .►1r•.Only,mcorcc•p�Mt easements are shown. '31:.•.Right of way• j.jiformation obtained from record plat. .4) ..In Metal *Eladd Zone X, Panel 0093 last revised 3 -2 -94. :17:Benchmark •sed. Dade County BM # N -566. 0i0•.••Elevations 'aie•referenced to National Geodetic Vertical Datum 1929 Adjust- •• ment••'NGVD29 4', ..•. • • BOUNDARY & IMPROVEMENTS SURVEY SURVEY FORS 108 St. Miami Shores, Fl. CERTIFICATE NOTE: " NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL.* I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND ERS IN CHAPTER 61G 17 -6, FLORIDA ADMINISTRATIVE CODE, PURSURANT TO TION 472.027, Florida Statutes. �• "' SE OSEPH L. MARTIN PROFESSIONAL LAND SURVEYOR * 4368 ISTATE OF FLORIDA REVISIONS B Y DATE ADD D immijidwis • lM 4- it -o7 DRAWN BY SCALE ) 11414 DATE F.B. /PG. JOB 110 • 1MCMEWM11 P'rn AR APRsy 1 6 pp2007 Jg BY:_1��` SThrsu PERMIT #: Miami Shores Villa •e APPROVED ZONSNG DEPT 8LDG DEPT soma i��r .p...... . ALL STATE AND WW1' RIMS AND REQULATIONS t BY DATE INA VMS I peg 4.75 COPY i F4gimao t ti v 70.41 ,s.a5' Aigid n AODjlI. Psl N #5 ti 3 b •s' /S d2�CI�s MS•it149 " .' 9 44)o N ? t• ,s �9sy 3Z,, . • •5" ac." • ?x.00' 1tp'4P�v�n• Are- /06 $1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/28/2007 Inspector: Grande, Claudio Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 954/370 -6161 Building Department Comments 713 SQ FT FOR NEW ADDITION � ®y Passed Inspector Comments cc 4- (t1 17,f_z_,.„,.... Failed Correction Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, November 27, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS'56 Pe it Number: RC-12-05-1 1916 Inspection Date: 03/12/2007 Inspector: Grande, Claudio Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 954/370 -6161 Building Department Comments 713 SQ FT FOR NEW ADDITION 0122001 Passed Inspector Comments / r 14e- bd,„6.? ill /---.4 Caent,14 Z--'"----------- Failed A.1 A Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 9, 2007 Page 2 of 2 Project Name: ADDITION Lot 0 Block 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 / Miami Florida 33165 -0213 Tel. (305)552 -0141 / 1-800 782 - 9284 FAX (305) 227 -1797 WEB PAGE: www.al- flex.com / E -Mail: al- flex @bellsouth.net 0 Model: Partial Treatment Notice Property Address:149 N.E. 108 ST MIAMI Service order by: HOGAN CONSTRUCTION 849 N.E.92 ST MIAMI SHORE, FL. 33138 Permit #: FL Date: 3/ 9/2007 Time: 8:30 AM Product Used: PROBUILD T.C. Number of Gallons applied Applicator: ROBERTO Chemical Used: CYPERMETHRIN (active ingredient) 120 Percent Concentration: 0.25 Area Treated : 1,200 Sq. Feet Tamp: N Stage of Treatment : Horizontal /Interior Vertical Linear feet Treated : 140 This is not valid without a company seal 1. The above noted structure ha s received the first of two or more required treatme is for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract, AI -Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only.; The perimeter of the above structure must be treated at final grade accordance with pesticide label and Florida Statue. Warranty and treatment certification will be issued upon completion of final treatment. This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing. NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators should treatment be required for patios, driveways and entryways. Al -Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/19/2007 Inspector: Grande, Claudio Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Block: Phone Number 305 - 632-44869 Parcel Number 1121360090210 Lot: Phone: 954/370 -6161 Building Department Comments 713 SQ FT FOR NEW ADDITION MAR 2 0 2001 /I cri Inspector Comments 1.---7 zx j ALYT-EA Ch Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 16, 2007 Page 1 of 2 Project Name: ADDITION Lot 0 Block 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 / Miami Florida 33165 -0213 Tel (305)552- 0141 / 1-800 782 -9284 FAX (305) 227 -1797 WEB PAGE: www.al- flex.com / E -Mail: al- flex @bellsouth:net 0 Model: Partial Treatment Notice Property Address:149 N.E. 108 ST MIAMI Service order by: HOGAN CONSTRUCTION 849 N.E.92 ST MIAMI SHORE, FL. 33138 Permit #: FL Date: 3/ 9/2007 Time: 8:30 AM Product Used: PROBUILD T.C. Number of Gallons applied : ROBERTO Chemical Used: CYPERMETHRIN (active ingredient) 120 Percent Concentration: 0.25 Area Treated : 1,200 Sq. Feet Tamp: N Linear feet Treated 140 Stage of. Treatment Horizontal /Interior Vertical This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract, Al -Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grade accordance with pesticide label and Florida Statue: Warranty and treatment certification will be issued upon completion of final treatment. This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing. NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators should treatment be required for patios, driveways and entryways. Al -Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY Inspection Worksheet Miami Shores Village. 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/15/2007 Inspector: Levrack, James Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL Project: <NONE> Contractor: D & D PLUMBING CORP Permit Type: Plumbing - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 305- 379 -0516 Building Department Comments PLUMBING FOR ADDITION MAR 16 2001 Passed s et J r �� ` • , ments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, March 14, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/28/2007 Inspector: Grande, Claudio Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL 33161- Project: <NONE> Contractor: JP HOGAN CONCRETE CUTTING INC Permit Type: Residential Construction Inspection Type: Windows Work Classification: Addition Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 954/370 -6161 Building Department Comments 713 SQ FT FOR NEW ADDITION ,}L � fS 0 7' Passed r 4� 0 nspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, November 27, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/17/2008 Inspector: Devaney, Michael Owner: Job Address: SKRABUT, PAUL 149 108 Street NE MAR 18 Miami Shores Village, FL Project: <NONE> Contractor: TOLE ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: (754)987 -7424 Building Department Comments low voltage cats telephone Passed Inspector Comments cc l �- 17,/2-- a7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 14, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. EL (6 In-5 Master Permit No. BUILDING PERMIT APPLICATION FBC 2001 JUL 1 0 2006 BY• PiDllirg r._ Permit Type (circle): BuildingElectrical �,� ` /f Plumbing Mechanical Owner's Name (Fee Simple Titleholder) /` [ , /i1, l /. Phone # r_3E,Y 73 Owner's Address /1"66/- /Vj(. 9 /c 7, 577 City /lief" : 'AVP->, State - Zip 5 o" Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villa _e County Miami -Dade Zip 35 /,'' Is Building Historically Designated YES NO Brinks Home Security Contractor's Company Name 3327 N.W. 55th St., BIdg. 13 Phone # Ft. Lauderdale, FL 33309 Contractor's Address Phet: (e 5a) 4814771 • Fax: (954) 4854789 City Statptip : / /wwa►.brinics.com Zip Qualifier b - ins- fl9 Am/ /e,Y74 State Certificate or Registration No. Fc 'j / 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 11 Demolition Describe Work: ** * * ** ** ** * * ** * * * * * * * * * * * * *F ** * * * * * * * * * * **** * ** * * * ** * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A1+11I)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. Also, a certffied copy of the recorded. notice of commencement must be po: ed at the job site for the first insp -ction which occurs seven (7) days after the building permit is issued In the absence of su posted notice, the inspection 1111 not . .. prove any a reinspection fee will be charged Signature The fore day of who Owner or Agent oing instrument as ackt owl° ged before me this e or who has produced As 'dentification and who did take an oath. NOTA Sign.. Print: My Commission Expires: 'laffman °_' ► : °Commission #00531314 ,rr� 1/Expires: MAR. 21, 2010 Is NittO Signature ontractor , da The foregoing instrumen was cknowleddgged(before me this Y 20b�/ of .� who rsonally kno to me or who has produced NOTARY P Si It 461 if Print. cation and who did take an oath. My Commission Expire * * * * * * * * * * * * * * * * * * * * * * * * * * *• •: e :Commission # ®9531314 L� ''' °uuts''° WWW.AARONNOTARY.catr► APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 45/13/03 a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/17/2008 Inspector: Devaney, Michael Owner: Job Address: Project: SKRABUT, PAUL 149 108 Street NE Miami Shores Village, FL <NONE> Contractor: TOLE ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 305 -632 -44869 Parcel Number 1121360090210 Lot: Phone: (754)987 -7424 Building Department Comments ELECTRIC FOR GARAGE EXTENSION Passed H.-- Inspector Comments . cc Or/ / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 14, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/17/2008 Inspector: Devaney, Michael Owner: Job Address: SKRABUT, PAUL 149 108 Street NE NM 18 Miami Shores Village, FL Project: <NONE> Contractor: SANDERS ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 305 -624 -1003 Building Department Comments electric for addition Passed Inspector Comments CC /1 _ c7.2___ ,12- e)g Failed / Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 14, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 795.2204 Fax: (305) 756.8972 Oct 11, BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner' Address 49' N. City Tenant/Lessee Name State Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # fa SE' 13 1007 D Permit No. 5 L ' k24 / Master Permit No. ge 0-4I j� Plumbing 4/iJ E Zip Mechanical Roofing Phone# CZ''154- 10V4 Phone # N A /' /% NC /®P Ii S e- C Is Building Historically Designated YES NO Contractor's Company Name k,, \e--G- v -. c """r" v'` c Contractor's Address 44 % e City o �,..---c� <4.. - \C State i� Zip 3 3 k Qualifier Name \\1\3\e,---1 � �\ c-- � Phone # �—� S°� S \ ' State Certificate or Registration o. E. Y 1 Certificate of Competency No. Phone # �' % �" Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition ❑Alteration ❑New Describe Work: 1=I Repair/Replace ❑ Demolition $ Permit Fee $ i Submittal Fee Notary $ Scanning $ Bond $ Training/Education Fee $ Radon $ Code Enforcement $ DPBR $ CCF $ CO /CC Technology Fee $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of P °(L , 20 07, by 19,1 ( cryto w10 is preisonally known to me who has produced As iden 'fie tion and who d'd a oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC -STATE OF FLORIDA Hector Estrada Commission # DD557873 Expires. MAY 30, 2010 BONDED THRU ATLANTIC BONDING CO., INC. Signature Contractor The foregoing instrument was acknowledg day of L , 20 07, by who is . rsonall known to - or who has as identificatio effre me this NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC - STATE OF FLORIDA Hector Estrada Commission #DD557873 Expires: MAY 30, 2010 My Commission ExpireaosDED THRU ATLANTIC BONDING Co., INC. APPLICATION APPROVED BY- (Revised 02/08/06) '9' S P' -lam Plans Examiner Engineer Zoning Miami Shores Village 11COMEVIZ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 DEC 1 9 200 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDiNO ' T PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Permit No.E 1 OG, "3045 Master Permit No. 12 6 06 — /196/ Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder)) 'N CI. t4,, L 5 R rr' ,, # 3 (,�° 7 V .7015 Owner's Address / A/9 /V € // t h 37? -e 'e rr . r� city /-/� m 1 / ,j . `.% State Pi. Zip d' Tenant/Lessee Name 10/A Phone # AY/47. Job Address (where the work is being done) / '99 /V G /C Q'1j S 71-z-e`e / . City Miami Shores Village County Miami -Dade Zip 3 313 J' Is Building Historically Designated YES NO Contractor's Company Name Wl -3 Contractor's Address 3q / 5 N p gyet City ttt1.Oi Gt7e. .5 State 1FL_ Zip Phone # 305 6E1 —1b03 Qualifier 1-C A State Certificate or Registration No. EC / 3.C)() g..,4a, j Certificate of Competency No. b 0357 A.i t/Engineer's Name (if applicable) (f C • Co."'-' c +i pl. Phone # 3 0J—"' Vet( 4p, Trl 1 Z $ Value of Work For this Permit i Square Footage Of Work: 7 I 3 tiO Type of Work: edition DAlteration DNew ❑ Repair/Replace 0 Demolition —2 Describe Work: ki i %(' C-ie (a- 4 OD —° ** * * * * * ** * ** ** Fees * * * **** * * * * ** * * * * * * * * ** Submittal Fee $ Permit Fee $ /".2"/ G°© CCF $ i 20 CO /CC. Notary $ Training/Education Fee $ t 4 D Technology Fee $ Scanning $ '?) Radon $ Code Enforcement $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ ? °, , p 1 0 PAID C K (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City 141 State Mortgage Lender's Name (if applicable) Mortgage Lender's Address NJ/ N/p City A-yia State Nix Nfr N/0 Zip ,v R .I Zip /1)/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ' "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is, issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent Signature s ✓tea Contractor The foregoi, g instrument was ac ledged before me this The foregoing instrument was acknowledged before me this O' 1 day of �_ 2Q, by /a i day of % , 20 r� by �/-• 4J/who ' uersonally known to�meor who has produced who is personally known to me or who has produced NOTARY P Sign: Print: My Commission Expir As identification and who did take an oath. * * * * * * * * * * * * * * * ** ** * APPLICATION APPROVED BY: chc 45/13/03 4-u `3 RRISON NlotarN Public, State of Florida My Mars. expires A ril*7 24, NOTARY PUBLIC: as identification and who did take an oath. Sign: a l Print' a osA- b.�) 1 46- My Commission Expire : 6 -7,. 4iotary Public State of Florida 4' Jasmine Elaine Westbrook *x* ** illlyttittlittisiNalt0800544 "I'D, ad' Expires 0911512009 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ego Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village eci 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ict Inspection Date: 08/13/2007 Inspector: Devaney, Michael Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SANDERS ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Electrical Work Classification: Addition /Alteration Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 305 -624 -1003 Building Department Comments electric for addition Passed Inspector Comments service g a Ariz er" P/I rah) /4 ,Pc ,,e/ /5 • 9,--- Failed i51 ,----°- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, August 10, 2007 Page 1 of 2 grgamuT la sEP i s tow BY: 14)"- HOGAN GENERAL CONTRACTING 1331 BRISTOL AVE. DAVIE, FL 33325 License # -CGC 1507037 TEL (954) 370 -6161 FAX (954) 370 -6181 David Sanders Electric 3915 NW 164th Street Miami Gardens, FL 33054 Dear David, 08 -15 -07 Please acknowledge receipt of letter relieving you of all responsibility for the Electrical Permit for 149 NE 108th Street, Miami Shores. We hold the Village of Miami Shores harmless in this transaction. MQNIChUSSETHDIAZ off• ?* �P ` °•:';;t.. MY COMMISSION #DDS 9 5 EXPIRES:Octob ®r20 h . Bonded-VW Notary Pab11 ers , James Wahl, V.P. Hogan Construction "EXCEEDING EXPECTATIONS -NOT JUST OUR MOTTO, BUT OUR GOAL" IMMEEVTg SEP 13 2007 BY: �' UNITED STATES POST SOU SERVICE N FLO • Sender.' Please print your name, address, and ZIP +4 in this box • SENDER: COMPLETE THIS SECTION ■ Compute items 1, 2, and 3. Also complete item 4 if Restiicied Delivery Is desired. ▪ Print your name and address on the reverse so that we can return the card to you. N Attach this card to the back of the mailptece, or on the front if space permits. COMPLETE THIS SECTION ON DELIVERY 1. Article Addressed to: ® Agent am, ❑ Addressee ed by (Printed Name) C. Date of Delivery D. is delivery address different from item 1? ❑ Yes _LYES, enter delivery address below: 0 No lifPe Mali o Express D Registered CI Return (3`ins`ured Mali ` - .0 60.D. S7t,: ?i° ?: COMPLETE THIS SEC: T ION • r+�i`i�'`��`�` it ric�kYC',r,•- _ ....,4�, 9� = � PS rn38n t - - ' c Tess on the IN .P 1nt your name • • • • so that we can return the card to you". ■ Attach this card to the back of the mailpiece, or on the front if space permits. MMPLETE THIS SECYiON %NiJ DEL!L'RY 93 116 ?` 1. Article Addressed to: 4 S'e a ¼.1t. 3q1,5- ((44t i c%! V (A.A. ?705---ct ® Agent C. Date of Delive+ D. Is delivery address different from item 1? 0 Yes YES, enterdelivery address below: 0 No op Miami Shores Village Building Department Owner's Name (Fee Simple Titleholder) Owner's Address � E city t f Tenant/Lessee Name Change of Contractor fr14 W 4 ermit No. RC ( 2 —6 S - / t G j 'i( /eu-4 - -cc -24� Lt, ( 'Ka ezzei- 1 Phone # l©b''f k crra State Zip Phone # it)//4 Job Address (of where the work is being done) /9 q /0 6 County Did- City pi( (q wt , /06-21-4 J 7 'e 7 Zip �`� / Z ek Legal Description Contractor's Company Name AO /9y� ) Contractor's Address 33 / I, t r rm • C City DA State ( L. Qualifier ( /4 ( • Phone # 30S-- /0— %r 77/ Zip 3 3 72 Describe Work: $coy e--e 4-6 c ) yv,-. /1 '( J Jc or,J /` 1 4 / e e- F) . I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. r Signature Owner or Agent The foregoing instrument was acknowledged before me this / 4 this • day 0> by ` • I i • . -rs, s . I • Contractor '4 The foregoing instrument was acknowledged before me 20 0?, by k own tone -or4ho has produced NOTARY PUBLIC: Sign: Print: As identification and who did take an oath. l /*A e' it ri ,-;141 41/ /7/ 1, NOTARY PURL[ _.V OF FLORIDA Hector Estrada Commission #DD557873 Expires: MAY 30, 2010 BONDED MN - 1 rnC NONDINO Ca, INC My Commission Expires: * * * * * * * * * * * * * * ** Rev. 09/19/03) who is personally known / 4- e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission expires: OF FLORIDA Hector Estrada domplIss104#DD557873 Expirgs: MAY 30, 2010 BONDED ThRU MANTIC RONDING CO., INC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/28/2008 Inspector: Perez, JanPierre Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL Project: <NONE> Contractor: CLIMA CONTROL INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 305- 266 -6721 Building Department Comments Friday, January 25, 2008 Page 2 of 2 \7j Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, January 25, 2008 Page 2 of 2 a*? Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 BUILDING Permit No. MC O --Z13 PERMIT APPLICATION Master Permit No. pi c,o5' -l/ FBC 2004 FOMEWEIM JUN 21 2W 1111 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) P Si(/214)ci+ Phone # 3a--- 795= 2. 0 7 Owner's Address i{Cj p /®,r' f--4 s7;2 -ee City![ i r S -pf State F' Tenant/Lessee Name Zip ?V' JV Phone # Job Address (where the work is being done) / €f / Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL# /I 07/ 36 00 FC) /4 Is Building Historically Designated YES NO /, Contractor's Company Name J 0u..) Contractor's Address /33/ /7tf /!� L City m V/ -e i State Pi( Zip 3 a 12 Qualifier Name /2o-o c -� / XC i y l•—) Phone # T3 / _ 4 v - 706P7 State Certificate or Registration No. 6C 45Z.) .7 3 7 Certificate of Competency No. Phone # 36S-- —79 7/ t/Engineer's Name (if applicable) /, /kvexc l Phone # 3 0S- - .2 5'? -0 �O Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition ['Alteration Describe Work: „+2.E 041040 ®cU A ['New ❑ Repair/Replace �• - on Submittal Fee $ Permit Fee $� CCF $ * * * * * * * * * ** CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ I • — Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 50 See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature V. 4 . Owner or Agent The fore. • ing instrument was ac k owledged before me this day of 20� 7by t zJt - 4 who is personally known tom ho has produced As identification and who did take an oath. NOTARY PUBLIC= STATE OF FLORIDA Hector Estrada Commission #DDS57873 ONINN'o O NC. BONDED THRU An ANTic BONDING Sign: Print: My Commission Expires: ******* ** ** * ** * * ** * * * * * ** * * * * **** * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The forego' g instrument was acknowledged before me this day of 200 /� by / `''`" l' - w o is personally known to m or who has produced as identification and who did take an oath. NOTARY PUBLIC -STATE OF FLORIDA Hector Estrada Commission #DD557873 Sign: Print: ttfeciroje EcriprAMONDFD THRU ATIANiIC BONDING CO., INC. My Commission Expires: Expires: MAY 30, 2010 * * ** *, *************************** * * * * * * * ** * * ** * * * * * * ** ** * * * * * * ** -12 Plans Examiner Engineer Zoning Miami Shores Village oippini Buildin g Department artment_ , p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ppEeMEVUI NOV ® 2�Q� Permit No. CO6 °" . PERMIT APPLICATION Master Permit No R i FBC 2001 BY: Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) PatAmt L ' 12 P# ( +t'hone Owner's Address. I All Al ho , , / 5 T%Z a Zip 33 131' 3 Phone # fv� E / s P-r. City J 4 M i 5 log State p jar Mechanical Roofing Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO County Miami -Dade Contractor's Company Name C /1$14 Co 0.)77-7c.) (J Phone # Contractor's/Address / 3 5' /J ` 6 ? ✓ n . 1 City i,A�pI;e i .State /4 Zip P t Qualifier 4e IZ $r zip .4 13r 3c '- 266 - 672-1 3 3Oh� State Certificate or Registration No. c, . c 06-7 s'' Certificate of Competency No. Architect/Engineer's Name (if applicable) c Aw. k $.. Va Type Describe Work: wrislw tlas,P!ernAt;to f Work, ddttron" COO . 3v - 41`1— S/ I Square Footage Of Work: 71 S .` tion'" ❑New 2 Ce.4.u.r4- f&t c-n. 0 Repair/Replace ❑ Demolition Submittal Fee $ Notary $ - Scanning $ Code Enforcement $ * * * * * * * * * * * * * * ** **** Fees **** * *** * * * ** * *** * * * * **** * * *** Permit Fee $ Training/Education Fee $�� Radon.$ Zoning Total Fee Now Due $ Structural Plan Review. $ 55 4o-1 (Continued on opposite side) CCF $°�. 40 CO /CC. Technology Fee $ T i Bond $ ',Gpht 16 PAID CK tog"( Bonding Company's Name (if applicable) Bonding Company's Address City /U/%. State m!t A Zip Mortgage Lender's Name (if applicable) P/ S1* Mortgage Lender's Address ./U/11° City ,t2/1 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 AliFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must' promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged XSigmature Owner or Agent Contractor The foregoing iptrument was ac •wledged before me this 4 The foregoing instrument was acknowledged before me this day of 200_, l�O by ; G G it , day of lei , 20 U,C, , by who is personally known to me or who has produced - 41-(C—who is personally known to me or who has produced NOTARY PUBLIC Sign: ' Print: My Commission E As identification and who did take an oath. Si Print: cation 0►) QNe an ooh. %Notary Pubic - Stale of Flodda • P4CommbibbScPiesS8P 9.2008 aP$ Commission # DD 353782 * * * * * * * * * * * * * * * * * * * * * ** My Commission Expires: tir zoo? *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * **I* ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 APPLICATION APPROVED BY: r` 5 Plans Examiner Engineer Zoning chc 05/13/03 01 03/20Q7 10:16 3858285099 Licensed & Insured State Mechanical Contractor License No. CACO57348 C_IMA CONTROL INC 4238 Southwest 75 Avenue • Miami, Florida 33156 Phone: (385) 280.6721 • Fax (306) 2864224 L!OPOSAL & CONTRACT] Customer: d Norse Pho Address: Ohte City PAGE 01 Residential • Commercial • Industrial • Date: , / 1.* / 62 Job No. _ -- SYSTEM LQUIPMENT AND TYPE OF MATERIAL USED OIVIC 4a04 AMD •Haroc,.0.4 r0. /.✓% *G . C /,) rtpi sPc.,r 4ysfirm zy 2war. 4LOo %EE4 c pi20 /,v pc- G.Alic.Ye A— MAr ipe /A . T0. /W" DE.Ez MA✓a �`rx Ft Caen Sv4 mss 4.60i7-0-1 a oil R-4 rya` yr s y rrC#•, 771 CONS" s rO F SaIOoL y o ry rG67s 0) 41-760G.• >,84A•• sr6)G awre.E7s . ©Be.vtaC GAlieort of v0. /rovruC /9 . iu ♦.earn:.c. es) 7:A4TA? 05t Airstecr 5 t..1g,7H Cr) aic ye-it •s►NRypsr• UNITO:57grr7 SUPPLIES / r,4 SEER /3. t't) REMARKS: K{TGHEN j? BATHROOM LIVING ROOM ,FAMILY ROOM r I N.,A i„Dt!' AZ.C. •LQG4IZ 7'472./,1, TS /9. 0 ) re 6797L ?ogle 7g i. 4, do, sae PyRIZA ito.rirf 4k/Di€%L ,?6716 potsf^gD 8 y G L / 444 •sIrr, 7%)L. if. .g DINING ROOM �q FLORIDA ROOM SRDROOM ❑ DEN Local Permits roe 1.1011111111 Equipr"u 1 FeundaWton Wiring from 6141clitig Panel to Unit Mt* * of Canted Spoon New Ehadlml Svelte Job Price $ Ot Tax $ Rebate $ -�.. jRETtJRN J08 T O T A L $ $ ..'0 ❑ WATER PUMP 0 ADDITION Q C1 Oran thus Lhasa lines Cutting Hales Bathroom lnhauat Others Pee PI ter 41, ,QZ L' INSTALLATION SCHEDULE We W E Ifs repel/ to baq<n Nptaltation mraimmemommi a 1 Oe! Pui ;M? Accv Seer Approval: Salesperson' Contract E plretk+► D. hr: 3o IIII 5,..,^ Ooto: trxtallatlan D Cvatomsr. WHIT! !k YELLOW Aces nttr: PINK Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. �' 3 Job Name Date MECHANICAL CRITIQUE SHEET (1.)&'(-0 ) a, Miami- Shores Village Public Works Department 10050 N.E. 2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Public Works Permit Application FBC 2004 Permit Type: Public works imam . /ecrlia c Owners Name (Fee Simple Titleholder) / / U C Owners Address j RC, —05 -- // phonetioi 7s- q- 7o0 Cltyy /41/ "707 / f / /dh- S- TenanbLessee Name star ,/./•7 ZIP 33/ r Phone /1/0 Job Address (where the work is being done) ` 9 /0 2- /0 O 7 I1 S r-1 . /� City Miami Shores Village County Miami Dade Zip 5'3/ 'dam Is BuHd'mg Historically Designated: YES NO Contractors Company Name / �/?7 / ` 'I-- Contractors Address / 3 7 / /2 ! city Phone it: 30,5---3/6-7p 7/ State r �• Architect/Engineers Name (if applicable) /1//;,..., o $ Value of Work For this Permit Q , (�Cr f . • rr� G f c/ Type of Work Describe Work Zip 3 /2 �j(� �Plbrte # O Otl t Foote of ork /2 Addliun E Alteration ❑ Haw Replace 0 Demdfion / Submittal Pee $ Penult Fee $ /002-65 © -� CCF $ Notary $ - Training/W=aftoa Fee $ 1O Tedurotogy Fee $ c) Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) (0 Radon $ zoning Bond $ Strudmal Plan Review $ Bonding Company's Name Of applicable) Bonding Carinpany's Address City • • N/A Mortgage Lender's Name (d applicable) N/A 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. t 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 this issuance of a Public Works permit with an estimated value exceeding $2500, the appircantmust promise in good faith that a copy of the notice of commencement and construction lien taw brochure writ be delivered to the person whose properly is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job ate for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The foregoing instrument was acknowledged before me this The foregoing pinstrument �waa7s acknowledged before me this days tf f✓L Z 2p_Gbyr X y3re o is personally known to or who has produced Who is personally know to md or has produced day of LiZ , 20127 by as identification and who did take an oath. NOTARY PUBLIC: Sign: + �. iii' ;IV i< . r Print: My Commission Expires: NOTARY PUBLIC-STATE OF FLORIDA I Iectur Este dcla Commission # DD557873 Expires: MAY 30, 2010 BONDED THRU ATLANTIC BONDING CO., INC. APPLICATION APPROVED BY: 11/17/2005 as identification and who did take an oath. NOTARY FUBLIC•STATE OF FLORIDA t' Hector Estrada My commission Expires:'!IIII" ` Commission #DD557873 BONDED rHE pireS: MAY 30, 2010 ATLANTIC , ,� ►ING CO., INC. bry/c•I i go 7 Public Works Director or rY./ /67 his designee. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Cos. ctp PmtN Inspection Date: 12/17/2007 Inspector: Grande, Claudio Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL 33161- Project: <NONE> CC. Block: Contractor: THOMPSON'S ROOFING / J&T INVESTMENTS GROUP INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: (954)967 -1918 Building Department Comments BASE SHEET GLASS MIDPLY AND GRAND WATER CAP SHEET ON FLAT ROOF DECK'ON TILE ROOF BASE HOT MOP #90 TILE UNDERLAYMENT & FOAM IN TILE t ®cot \- Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 65661. CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, December 14, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village it 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 03-11% Inspection Date: 12/17/2007 Inspector: Grande, Claudio Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL 33161- Project: <NONE> Block: Contractor: THOMPSON'S ROOFING / J &T INVESTMENTS GROUP INC Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: (954)967 -1918 Building Department Comments BASE SHEET GLASS MIDPLY AND GRAND WATER CAP SHEET ON FLAT ROOF DECK ON TILE ROOF BASE HOT MOP #90 TILE UNDERLAYMENT & FOAM IN TILE Passed XI/ /r Inspector Comments CC See doc atta ed. (Up lift report in file) Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, December 14, 2007 Page 2 of 2 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLcvGY ASBES.TOS /^- tt�\ MISMIt wwimimarAw DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO - DADE COUNTY PROTOCOL TAS -106 MIAMI, December 10d' 2007 PERMIT No. CLIENT: John Thompson: THOMPSON'S ROOFING, 7021 Park Street Hollywood, FL. 33024 PROPERTY ADDRESS: Roof @ 149 NE 108TH STREET MIAMI SHORES, FL. 33161 TILE TYPE/ATTACHMENT: Spanish S Roof Tile Polyfoam Set Inspected By: JM Testing Equipment Humboldt Scale Model H-4620 The test results presented here reflect the condition ofthe roof system at the time of the test. These results are time and sample dependent sine roof condition are continuously changing due to the exposure to the element and rooftop traffic. Test No. Test Locailon Field Uplift Pull Test Test Result 01 -36 Field See Sketch Below > Than 35 LBS Passed 37-43 Comer See Sketch Below > Than 35 LBS Passed 44-64 Perimeter See Sketch Below > Than 35 LBS Passed 65-87 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS -106 ItOOF SKETCH SEE ATTATCHED DRAWING Sincerely yours, /® W Ntt�m�lni; P.E. D ATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector. No 757 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 Fax (305) 828 -9598 11 44 10 14 50 45 5 72 16 13 49 17 40 8 / 7412 //7 75 18 47 / 57 2231 24 80 29 62 21 32 79 25 28 63 / / / / %. 55 20 78 31 26 27 64 / / '7'7 \ 77 30 / / / / / / / / /�. 19 / / / / / / // // /).,6/// / / / / / / / / / / / / • / / / / / // // / / / / • / / / / / / / / / / / i / / / / / / / /EXISTING ROOF AREA WAS NOT PART OF / /T I N // / INSPECTION / / / / / / NOT TESTED / / / / / / / / / / / / / / / / / / • / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ;dI Dynatech Engineering Corp. Client' THOMPSON'S ROOFING Scale! N,T,S, ProJecti Date! 149 NE 108TH STREET MIAMI SHORES, FL, 33161 12 -10 -2007 Miami Shores Village Building Departrnent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address q N CL, City %V1l4rn 1 J /4-005 state ti/4 Tenant/Lessee Name RECEIVED OCT 3 0 2007 Y tl-P\ oofmg 0 5 K 4-‘..01- Permit No. \ ?- e5 Master Permit No. 5 —1 1% Phone # 175 *l ©-- ?O/ 7 Zip Phone # Job Address (where the work is being done) ! 14 9, l'! F f 0 6 57- City Miami Shores Village b //�� County Miami -Dade Zip 2..L FOLIO / PARCEL # 11 �j Ooq o a i O Is Building Historically Designated YES NO t..0 Contractor's Company Name 11)4) len p ..,f) S / O4 Phone # q- q (31 , 7 / I k Contractor's ddress o - ' 62q 2-K S City IA) State FL_ Zip ;- r' 2 Qualifier Name to fl�rS� p�� //s b Phone #• -1 S`�f' Z4, 7 97s- 3 State Certificate or Registration No. CC (" 13Zk tificate of Competent No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ - �J � �` a C) Square / Linear Footage Of Work: U 7— °5 4.--d � °tr F Ie i Phone # Type of Work: ❑Addition Describe Work: Alteration Tew ❑ Repair/Replace ❑ Demolition TON),, * * * * * * * ***** ** *** x***** : *** * ***** * * **** Fees* : ****** ******** * *** x * *:x** **** ******* ** **** CCF $ 5.00 CO /CC Technology Fee $ 7. 5 Submittal Fee $ • Permit Fee $ 300 Notary $ Training/Education Fee $ Scanning $ 1 Radon $ TO r 5'Pl$ ` I Zoning ,$ Bond $ Code Enforce �ent $ 6 ble Fee $ Structural Review. $ 0 4 , • Total Fee Novs Due $ 5 Z ,7 MIAMI SHORES See Reverse side -� VI C. Eit/Vir j /t0/5 . P K i 4Lr100 j w lftr. oK 4i'? p �0 • Roof Feet atu Am. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address - « ie • 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 aseparate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS and AIR COND4I9NERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is adcnrate and that all woik willote°done in compliance with all applicable laws regulating conNlructiofi angle zoning. to, ce "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." A • Notice to Applicant: As a condition to the issuance of a building permit with anestimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement l nd construction 1ienr law nbrochure will be delivered to the person whose property is subject to attachment. Also, a certified copy4of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee -will be charged. Signature 3wner or Alenl' The foregoing instrum`e'nt was ackxo ledged before me�tlris day of '-°r 41, 2( -7, by -L 5 ef.4 l--y ,, who is personally known to me or who has produced QC As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: • TAe i� _of tru ent Nias_acknowledged before me this 1 da} :of - 1. _. , 2001, by •&_.• . rte 104„4 who is . - onally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: 41) My Commission Expires: EXo' " Niter 18.2009 p • tt.• union f rs ******* *** *** *** ** ******* Sign: Print: My Commission ** * * * * * * ** * * * ** ,,.,,,.,, ALTHEA UNG e; w ,v _ P .GAMMI551CJN DD 527483 cia * * *�lWro� rr Band fhra Natty NOtic Wnde APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning • w. 911,9 .+ Property Information Report a Property Information Report Summa ry► Details: Page 1 of 1 Z2 AMI-DAD Folio No.: 11 -2136- 009 -0210 Properly: 149 NE 108 ST Matting Address: PAUL SKRABUT 149 NE 108 ST MIAMI SHORES FL 33161 -7037 Property Information: Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,942 Lot Size: 9,300 80 FT Year Built 1249 Legal Descdption: DUNNINGS MIAMI SHORES EXT NO 5 PB 48 -21 LOT 13 BLK 216 LOT SIZE 75.000 X 124 OR 18183- 4417 0698 4 COC 22249- 2604 04 20041 Sale Information: Sale O/R: 22249 -2604 Sale Date: 004 Sale Amount $357,000 Assessment Information: Year. 2007 2006 Land Value: $241,639 _ _$2Q Building Value: - t $171,611 OF fIV,n5LL9.54---414 ■ Market Valule: __ $413,256 $352,320 Assessed Value: $296,613 $289,379 Homestead Exemption $25,000 $25,000 Total Exemptions: $25,000 $25,000 Taxable Value: $271,613 $264,379 [Close window] [Click here to Print] This report was created on 10/25/2007 4:51:08 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http:// gisims2. oo. nii ami- ti. ade. fl. us /myhome /proptext_print.asp?folio= 1121360090210 10/2512007 Thompson's Roofing 7021 Park Street Hollywood FI, 33024 Office 954 - 967 -1918 Fax 954297 -9783 Cell 954-297-9783 • • ••• • •• •• • • • • • • • • • • Commercial Roofing Customer: • /¢ 40 F i' Address: 1,112WiLIPA- Chr, '111 Home Tel: Contact #: Insurance Cm Clahn#: Con Tau 2Y y, 954-227-979a. ,-s Carsissra S v YezY'r ifris. Residential Rotng • • • • • Date: 100 State: �, Zip: `•" • i Ti son:'8 Roofing • 4c Roofing Company You Can Trust •• •• • '•• m— • • • arensed & insured COG /328166 Policy#: u rent Roof Type ile 0 Metal 0 le deck - Roof Color Roof deck IIi"') ilver Roof with e Roof materials ip Edge ey metal Tile ' M a Shingle 0 Feh Mid -ply 0 Cap sheet at deck type of shingle Type of Tile ri Metal 0 Shingle tin tagged pirls# tin tagged L s rt PeGrantdated cap sheet 0 Torch Down opped 0 Gable edge _Ft. IOGutterApron Pt. incites Pt, 0 3X3 . 484 �� Ft. (standard Galvanized) OK 'CI Replace D Color aaidgeXants OK 0 Replace 0 Color 0 OK 0 Metal Pt. 0 Shingle over Pt 0 MPG'S Limited Warranty 0 25ym Eli Myra 2fThorapson's Roofing Guarantee a iyrs >437113 0 3yrs 0 Spa Clean up & Haul Debris 0 Ihnnpster 0 Crane 0 trash Shoots 'Tani Roll Yard 0 Protect Landscaping If-Customer protest landscaping Spec Ir r��r c iorh: QUESTIONS CALIF JOHN THOMPSON** 'E1�^= • Asa, p+{S Ft. 7yrs tI lOyss 'BALL CHECKS PAS . LE THOMPSO t. ROCIFING ATCb fat ) iopOO A Statement of Transactions Payment Method Price of Services & Products $ Extras $ Draw upon Signing of contract $ qq 5 3.* Draw upon Dty in If CTS 3i Draw Feat on He /She has read this contract, received a of contract & copy furthermore agrees that document is kgai�cthi =•+gt• If this contract is contingent upon Insurance funds, 1 draw will be due upon insurance agreeing to pay china The company is granted the right of first refusal to perform work, approved by the homeowner's insurance Co. if the contract terms include a Customer request, and the cost thereby exceeds approved work. Alt Materials purchased by company including yet not limited to, tile, and the sole property of the company. paint, paper, metal is All sutplus job materials belong to the company. Customers will supply electricity, water, needed to perform work. The company y will purchase all building permits at a charge of $ AT COST and engineer repots $ AT COST and will perform all work in a workman like manner according u local building codes and specaific adons. Upon Completion of work, customer agrees to pay final payment, all checks made E t Mt: I 11s012 sl /•l: 'L Lam. .t ! Lr1w( ✓l rry +_i<'_t ..1h1 l r .. _ t.• .� • f �. s; /1� f t 1's L S. /1 / _ •J Y M.� 4 a WO: ►ft4 a • • a We will install square t rotten wood free, each additional square is $ 150.00, tongue &gr °I.. attar g is $ per In ft. and for wood fascia. No charge or estimate can be giving for wood deck tined wood deck is uncovered. NAIL OVER EXSISTING SHINGLES (lay ogees) /or existing decking New shingles will conform to unevenness off deck au felt over existing shingles, fib' and/or shingtes.(Nt DRIVEWAY WAIVER Customer agrees to allow use of driveway for delivery and construction of new roof and hold company harmless. Shingle pat tern, tile installation, metal installation, flat roof installation will all be done according to city specifications. The company is not responsible to provide any materials or to perform any work other than what is described above. Replacement of deteriorated decking, fascia board, ventilators, flashing or other materials is not included and will be charged as an extra, unless otherwise stated herein This contract is subject to final approval by the company and is the entire agreement. No other written or oral terms will be recognized contract. The purchaser may cancel this contract by Thompson's Roofing receiving written notice at its office prior to midnight of the third business day, after the date of this The purchaser agrees and understands that, this con�#racjt is -v and is acting for him /her self •'` ---- 6A-e- cq. o.,�''T7. --e? h P. j Date Purchaser Dare ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Fl High -Ye • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • de Edition 2104• • ;: Permit Aq13IIc4Ugi Form. ••• • • Information) •. • • Master Permit No. Contractor's Name O Job Address SAs • totith y►: ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic 0 Metal Panel/Shingles Shingles ?<pew Roof ❑ Prescriptive BUR -RAS 150 ❑ Reroofing ROOF TYPE • • • •• •• •• • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • • • • • • • ••• •• HI 641 Nicittes Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Section (Roof Plan) ) 7 50 ❑ Maintenance Total (SF) 200 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimjnsions of section and l(jIc Is, clearly Identify dimensions of evated pressure zones and location of Wray ParaPets• 4' 15.32 maim ipruu-lywr� — mum Im iL!� ,v� 1 ' 111 I 1 lavaimmilil iawW :tea sow IE 1 111 �•► it11•1J1kui , s iii 11 111 5 55555 MIAMI AMI t:!°'!1!!0111111 railimi 11)1,U '_111! rwl Ill.►1'�1111111111 :1111M `i■allrill11r r1 It ! I I 011 1 s� 1 NO Esv4' FLORIDA BUILDING CODE — BUILDING ••• • • • ••• • • • •• •• • • • .• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • ••• • • • •• • • • • • • •• •• .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.. • '......� • . �, N4,042•5/ sue,ImiOXT A psi oer si\o• lei (4 .DA tit CASU O� 0 4 . MASTER PERMIT NUMBER 149 NE 188 St 7.5 SQUARE FLAT DECK 12.6 SQUARE OF TILE TO 4.5 by 10 1. 25 2 by 1S 35 • • • • • • • • • •• • •••• • • •. • • • • • •••• • • • • • • • • • •••• •• •• • • •••• • • . • •• •• •••• • • • • • • • • • •.•• • • • • •••• • • • • • •• • ••• • • • • • •• SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQrim) 4wrt1 I }�i�jTIFICATION FOR ROOFING CONSIDI tAII( S;•; : • • ••• • R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provides the owner with the required roofing permit, and to explain to the owner the �o tex t the secb�ot. the pr w siorts of Section R4402 govern the minimum requirements and standards of the indu try Ar ofil goop yZtetii installetiins. Additionally, the following items should be addressed as part of thgAgr8ottlent between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. • . .. ••• •• . • • 1. ` ) Aesthetics- Workmanship: the workmanship3r gnr¢ 4fUctia R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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 bet;, • n the owner and the contractor. 2. j Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (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 betw en 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 to be performed. 4. r / Exposed Ceiling: Exposed; open beam ceilings are where the underside of the roof • ecking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be act -Ale. The provides the option of maintaining the appearance. 5. "' j Ponding water: The current roof system and/or deck of the building may not drai 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 sy; s removed. Ponding conditions should be corrected. 6. 7 ' Overflow scuppers (wall outlets): It is required that rainwater flow off so that the r• of is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Se br•ns R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflo through the interior of the structure assembly (the building itself). The existing - amount of attic ventilation shall not be reduced. It may be beneficial consider additional tinting which can result in extending the service life of the r Owner /Agent's Signature Date , ' Con, •'ctor Signature Date Florida Building Code Edition20L14• :• .•. :..: High Velocity Hurricane Zone Uniform Permit A piicetiii F& ' • ' • • •..• •. • • ••• Section C (Low Sloped Roof System)• ,•...; • • ••• • • • ••••• • • • •• ••• ••• Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA') System Manufacturer. Gto9 Ala cries I et, rpataft '° NOA No.: 03 -05-0/. OS' ?YPE EL /) Design Wind Pressures, From RAS 128 or Calculations: P�x1: *'` /Q Pima: "So?.6 P /a11.3 Max. Design Pressure, from the specific NOA System: -5a.t' Deck: Type: WOUQ GaugelThickness: C 1 X t Slope: /P : /2 Anchor/Base Sheet & No. of Piy(s): ti //9- Anchor/Base Sheet Fastener/Bonding Material: ry //9- Insulation Base Layer: N/I9 Base Insulation Size and Thickness: 'UM Base Insulation Fastener/Bonding Material: Top Insulation Layer. N /Wit Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Av/, Base Sheet(s) & No. of Ply(s) r,6,eg' iPP5 % 75. Base Stet Fastener/Bonding Material: I' /N Ain9 5 A.* k tvaa.S Ply Sheet(s) & No. of Ply(s): Li) t f3Fc1/95 (Wig- Ply Sheet Fastener /Bonding Material: Alpha /I t y pk- L # "Y as Top Pty: Lid 6gFG4I9$ ..tamya / $uitaCe"dleoto S ecj To Ply Fastener /Bonding Material: Toll p ha It tyPA- ZIZ NOT /91a3,2 Surfacing: /V 0 /Vb.— • •• •••• • • • Fastener Spacing for Anchor/Base Sheet Attachment •• • • • •• ••• •• a � p :V s 9 "oc Field: @ • • • • • • • • • Perimeter.. " oc @ tap 7#=41:s @ 6 .0c Comer. 6 ° oc @ Lap, # Rows ¥ @ oc Number of Fasteners Per Insulation Board Field N/!9- Perimeter fU ///- Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: 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 Chapter 16. G/3F C /3 psfaxr4 * /rte PG7 lir 6/zp64e95 7S GO COD A ♦ FT A V A FT Parapet Height 13 Mean Roof Height BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • .•• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • ••• • • • • • , MII -DADE COUNTY, FLORIDA • • • • ¥ETgb -I EILt 'dU1LDING • • • ; � pn,T FLL(LIR.t T SUITE 1603 MIAUI FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 •• • • • • ..- • • •• •• . •• • • ••• ••• • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (MB). 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: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: BUR Deck Type. Maximum Design Pressure Fire Classification: Wood -75 psf See General Limitation #1 • • • •• •• • • • • • • • • • ••• • • • ••• • • • • •• • •• • • • ••• • • • • • • • • • • • ••• • • • • ••• • • ••• •• • • • • ••• •••. • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • . • ••• • • • • • •• • • • • •• ••• •• • • • • • ••• •• • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating. (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 Dimensions 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons Test Specification ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 2824 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement. ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03. 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 2 of 21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator perform GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - WeldTM Smooth RUBEROID® SBS Heat - WeldTM Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - We1dTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - We1dT( 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D-6164 • ASTM D-6164 ASTM D-6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 • e ••• • • • .• e• • • • • • • • • • • • • • • • • • • • • • • e•• • • • • • • • • • ..e.• • • • eee • • • • • .• • • PtraducS .e • • • • • aer�tioh • • • • e • • • • • • • • • • • • e e • • • • • . • . . • Type IV asphalt impregnated glass felt with asphalt coatin Asphalt epatejla glass ilFr•miftap sheet surfaced w th a g ulss. .. • • • ••• ••• Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. • Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS - modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 3of21 Deck Type 1: Deck Description: • • ••. • •.• olio olio olio . • • • • • • • • • • • • ' • • 0•. • • • • • 0 • • • • • • • • ••• • • • • olio• • • ••. Wood, Non - insulated • • • • • • • • • • • • • .• • !32" or greater plywood or wood plank dens. • �9 System Type E (1): Base sheet mechanically fastened. MI General and System Limitations shall apply. • • • •• • • •• • • ••. • • • • • • • • • • ••• • • olio • • • •• ' ol•• • ol• • . . . • • • • • • • • olio• • • • • • • • • : .••olio. • olio olio • olio..... Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank 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. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS ® Ply 4 ®, GAFGLAS Flex Plym 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52,5 psf, See General Limitation #7) G GLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: • One or more plies of GAFGLAS® PLY 40, GAFGLAS® PLY 60 ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 Surfacing: • • • • • • . • . . • • ••. • ••• • • • • • •.• • ..• •••• •'• •(Required if no cap sheet is used) Install one oithh fbllo : : • • 1. GAF Special Roofing Bitumen with anApltcation rate 2.01bs./Sq s ith an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an applicaaioji rate of 3 galdgq i or GAF Premium Fibered Aluminum Roof Coating ,(M44 Sys&ett lr4 Aluniium Roof Coating Fibered 301) with an application htt of j.5 4J$q.. •. • 2. Asphalt flood coat at an application rate of 60 ifislq. ± 20%; plus gravel or slag with an application rate of 400 lbssq. & 300 Ibs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 19 of 21 Membrane Type: Deck Type 1: Deck Description: System Type E (2): Anchor sheet: Ply Sheet: Cap Sheet: Maximum Design Pressure: Maximum Slope: BUR Wood, Non - insulated 19/32• or greater plywood or wood plank • • •• •• • • • • • • • • • •• • • • • • • • • • .• • • • ••• • ••• • • • • • •• • • ••• • • • • • • • ••• • • • • • • • • • ••• • • • • .•• • ••• • • • • • •• • • • • • •• • • • .. • • • • • •• • . • • •• ••• • •.••• • • Tile Underlayment, Base Sheet mechanically ac1 • •' • • • •• • • • • GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 or Tile -Mate Base Sheet applied with a minimum 2" side lap and a minimum 6"end lap. Base sheet may be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS F1exP1yTM 6 sheet, GAFGLAS #80 UltimaTm, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply RUBEROID® MOP, RUBEROID® MOP PLUS or Tile -Mate Cap membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (Le. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 20 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a inechatggllp tstendd bate or anchor sheet. 60° • 2. Minimum 1 /a" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed direly ova the wood deck. • • • • • • • • • • • • • • • • • • •• • . i • ••• •• • e • • ••• • •. •• • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • ••• • •.• • • ••• •• • • . • : • • t . •• GENERAL LIMITATIONS: •• • • • • • •.• •• 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (EP) value of 275 If., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet ar membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official., a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing hall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 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. END OF THIS ACCEPTANCE NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 Florida Building C * °* Edid®i.2 High Velocity Hurricane Zone UnWonn Permit :•••••.••' :' ifi athn Vein! • : • • • • • Section I +ed R #, S Roof System • ... • ••. • • • • • . • . . • • • • •••. • ... • • • u +urer: �..�,,� 1,4- F Tx 1 C x -e...? 7fit 7.60-i's).— ce of Acceptance Number: Minimum Design Wind Pressures, l iicable (From RAS 127 or Calculations): P1: -95 - 95: l P3: -- 957 / a i m Design Pressure � m the NOA Specific System): 6 /, 9' Method of Tile Attachment: FO Cz4-S *u Roof Siope: :12 So ed R S; ste D n Deck Type: Underla nt Type: 30* 457 D; TyPE.1 Insulation: Fire Barrier: Fastener Type & Spacing: NVA Ridge Ventilation? N E Mean Roof Height: • VII Ain $hawk 60Lv rue& Os 5 woe 4.#1 45 !1 "e u *QC4 Adhesive Type: ,Potyetko 1- t�0� ysrrck ry PLOS d+: c 1�4 Tho E- Drip Edge T Sipe: # 3X� &t at U = °J6:' • • •• •• • • • • • • • • • •. • • • • • •• • • • • • • ••• • • • • • • •• •• • • • • • • • • • Florida Building Code E� ©�•• • Hurricane Zone Uniform . �cetian qr4 : . High Velocity • • • • • • Section E 'le Calculations .•...• ••• • • • • ••• • ••• •. • • • • • • • • • • • • Compare the values for Mr with the values from Mr choose either Method 1 or 2. Comp .. ;values . . .. .. For Moment based tile systems. values for each %ea jf'tr Kea•" tee tile attachment • If the Mr values are greater than or equal to the Mr method is acceptable. ,� (Ps:. IV Method • • • •• • • • • • ••• •• 1 "Moment Based Tile Calculations Per RAS 127 .��7 = �3.3G✓) Mg: 3-- X71. 7 = e ,ir - 2. s -�— x� _L.;17 = Lr) - Mg: - 2 = Mr, = NOA Mr aZe 2S— NOA kit NOA Method 2 "Simplified Tile Calculation P�errr Table Below" p ud Approval Required Moment of Resistariee (Mr) From Table Below : *Must be used in conjunction with a list of Moment Based Tr1e Systems endorsed by the Broward County Board of R, das and ARReals• the y�� for F' � the values for Fr. if the F values are For Uplift Based Tile Systems use Method 3. Compare greater than or equal to the Fr values for each area of the roof, then the bye attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" Product x cos B = Fri Approval F' Product = Fr2: Approval F' --Product (P,: x is (P2: x I: (P3: x1: xw:= ) W: xto = )- W: Where to Obtain Information X cos e: x cos 0: ©escri +ton Design Pressure Mean Roof Height Roof Sto Aer • s' . is Multiplier Restoring Mordent due to Gravity Aliachment Resistance Required Moment ReSiStafiCe Minimum Attachment Resistance Required Uplift ReSiStanio Averas e Tile We * ` t Tile Dimensions S mbol P, or PiorP = Fri: �--- Approval F' Where To Find analysis RAS 127 Table 1 or by an engineering Y ed b PE based on ASCE 7 1' t=length width All calculations must be submitted to the Build * serial at the Job Site Job Site Product ro+al Product APPro Product Approval Calmed roved Calculated Product Product :,,s proval time of , e tt application. Roof 02113106 MIAMI DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe The Corporation 8825 NW 95th Street Medley, FL 33178 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • ••• • • ••• • • • ; • 411411P4D :Olin Y, FLORIDA ¥ -]:ADP t:AdLBR BUILDING • . • f40 WESt FLA•GLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • (105) n5-240.t. FAX (305) 375 -2908 • • • • • • • • ••• • • • • •• • • • • • • • f •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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: Santafe Spanish `S' Clay 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 revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 0921.02 Expiration Date: 02(01/11 Approval Date: 02/02/06 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07320 Roofing Tiles Material: Clay Deck Type: Wood • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • •.• • • • • • •• • • • • • ••• • • • • • • • • • • ••• • • ••• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• ••• • • • • •• • • • • .• • • • •• ••• •• • • • • • • • • ••• •• 1. SCOPE This revises a roofing system using Santa Fe " Santafe 'S" Clay Roof Tile, as manufactured Santafe Tile Corporation 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. 2, PRODUCT DESCRIPTION Manufactured by ,Applicant, Test Dimensions Specifications Santafd `S' Clay NIA Roof Tile Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies TAS 112 TAS 112 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07- 07 -00 -91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III P 0402 Test Name/Report Date TAS 101 Aug. 1994 TAS 102 TAS 101 March 1995 TAS 100 Sept. 1994 TAS 108 Dec. 1991 (Nail -On) Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails NOA No.: 05-0921.02 Expiration Date: 02101/11 Approval Date: 02/02/06 Page 2 of 5 Test Agency Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Test I entimer P 0647 -01 P 0631 -01 520305 -01 thru 05 2353 -4 SFTC- 003 -02-01 2353 -70 2353 -71 2353 -93 • • • • •• • • • • • • • • • ••• • • • • • • • • ••• • • • • • •• •• • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • T$sciama/ke$ • • • • • • • • • • • • • • ••• • TAS I08 • (Mortar Set) • ••• Date Aug. 1994 •• • • • •• ••• •• •• :PA I08 • : • 11.1994 1994 ••:11: . . . orrar $et: • • • • ••• •• PA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 09/22/03 TAS 101 09/22/03 ASTM C 1167 07/18/05 3. MUTATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory 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. 4. INSTALLATION 4.1 Santafe 'S' 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 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 Table 2: Aerodynamic Multiplyers— R,(fts) Tile Profile X (ft) Batten Application X (ft3) Direct Deck Santafe 'S' 0.274 0.297 NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 • • ••• • • • ••• • •• •• • • • • •• • • • • • • • • • • • • 0 • 0100 • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • • • • • • • ••• • • • Table 3: Restoring Moments due to ivk- f.)� '1 Tile Profile • 2 ":12" 3 ":12" 4 ":12" 5 11:12" Battens-Oink 6 ":12" Battens' • DAli ; : : Direct *deck 10" 7 ":12" greater `Bens • or Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 • • g.52.3 SA : S.21).. • 5.03 N/A Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-ibf) for Nall -On Systems Tile Profile Tile Profile Fastener Type Direct Deck Tile Bond Battens Santafe `S' 1- Annmvori enrmu• ..0.....+4,4 2 -10d Ring Shank Nails 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 21.8 N/A One #8 Screw 29.161 N/A Two #8 Screws 38.281 N/A One #8 Screw w/ Clip .57.311 N/A Two #8 Screws w/ Clip tn.....1..r ...__....._, __ _.. -- - -.. 57.601 61 771 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application • Minimum Attachment Resistance Santafe ` S ' Tile Bond 38.9 28.54 Polyfoam Polypro AH 160Tm 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mi (ft-Ibt for Single Patty Adhesive Set Systems Tile Profile 11le Application Minimum Attachment Resistance Santafe `S' Polyfoam Polypro AH 160Tm 63,8b Polyfoam Polypro AH 160TH 61.96 5 Paddy placement of 63 grams of Polypro AH 160TH. 6 Paddy placement of 24 grams of Polypro AH 160TH'. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 4 of 5 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe 'S' Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 4 of 5 6. BUILDING PERMIT REQUIREMENTS • • ••• • • • ••• ••• 00 • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • ••• •• • • • • • • • • • • • • . • • • • • • • • • * • • • • • • • • • • ••• • • • • • 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. •• • • • •• ••• •• 6.1.2 Any other documents required by the Building 4ffictadoraprizcable►builp code in order to properly evaluate the installation of this hsieej • • 0 • • PROFILE DRAWING "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02102/06 Page 5ors BUILDING CODECOMPLIANCE DV PRODt CrCONTROL DIvQSION NOTICE OF ACCEPTANCE T'olyfea.Ita.Prnaulcts I lc, MI5 Boudreaux Road Tomball, 'Ix 77375 z d • • •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • 'MICE ('RCc p • ••• • • • • ••• • • • • • ••• • • • • •• •• • • • • • • • • ••• • • • • ••• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • * • •• • • • • • • • • ••• • • 11M1AM I-DAOR COUNTY, FLORIDA McTRO•DADE r'LAC.l_t:li l'tJtt.l)F'uJ • • t io WI ST FLACI.ERR STREET. StI1Tr 1603 •• WAND. 1r1.13111t7A3;1/3D..1563 • (305) 475 -7901 PAX (30S) 375.2408 ••• •• SCOPE: This NOA is being issued under the applicable nilas and regulations governing the. use or construction materials, The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Induct Jurisdiction (AK Reviews- Committee to be tts�t d hi Miami Dade Comity and other area where allowed by the Authority Having ». This ;•OA ,shall not be valid after the cwpiration date stated below. The BCCO (Tr1E Miami Dadc County) and/or the AIIJ (in urea otbtsr than Muni Dade County) reserve the right to have this product of material tested fbr quality assurance purposes, if"this product or material fails to perform in the accepted manner, the manufacturer r will incur the exlx nsc of such testing and l c AID may immediately revoke, modify, or suspend the use of' such product or . material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of rite 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 Cock. DESCRIPTION! Poiypro AID 60 RENEWAL of this NOA shall be corksidrred after a renewal application has bozo filed taxi there has been no change in the applicable building code Del ttiveiy affecting the perfornnmec of this product. '..NRIVIINATION of this NOA will occur after the c iration date or lithe= has bout a revision or change in the materials, use, and/or manufacture of the product or places.& M;isusc of'th?ss NOA ate endorsement of any product. for &de , advertising or any other purposes shall automatically terminate this NOA. Failure: to comply with any section of this NOA shall Ito cause for termination aid removal of NOA_ ADVERTISEMENT: The NOA number preceded by the word Miami -Dade County, Florida. and ibilowcd by the a q,irarion date may be displayed io advertising literature. If any portion or the NOA iN displayed. there it shalt be done in its entirety. INSPECTION: A copy of this satire NOA shah be provided to the user by the mauufacturcr or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.0I.0521.02 and consists of pages 1 through 7 The submitted docttmcntatton was reviewed by J rge L_ Accbo. 0090-eta-gm NOA No.:116. 020I.i2 Expirntjon Date: 05/1 0/ I 1 Approval Date: 04/13/06 Page of 7 cuewold afi1aeo LO OS PO ROOFIN( ASSEMPI.Y Cntegorv• Sub Category: Materials: • • • • • • •. .. • • • • • • • • • • . • • • • • • • • • • • • APPROVAL. :.. Roofing • Roof file adiiec4 Polyurethane' • ••• • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • • •• ••• •. • •••• • • • • • • • ••••••• SCOPE: This approves Polypro0.0 A11160 as manufactured by Pelyfoam Products, inc. as described in Section 2 of this Notice of Acceptance. For the locations where the de:+ pressure applicable Wilding code, does not exceed the design pressure a u obtained uby; Ia ons in by compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproct9 AR 160. Where the attachment calculations are done *k a momcr►t based system for single party placement, and as an opiift based system for double patty Nystenng PRODUCTS MVMANUPA. C'fiJR1:Ia BY APPLICANT: Product Polyprorg AH160 1'o to pro® RTF1000 PrePackQti 30 100 Dimensions 'fest Speci1katlous N/A TAS 101 N/A N/A Protinct Dated t►non Two component polyurethane: foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURE1131 BY OTHERS: Any Miami -Dade County Product Control ACc ptcd Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypre A11160 roof die adhesive. PHYSICAI. PROP.ERT1t S: Density Con,pre.ssive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Cloyed Celt Content 8'd Test ASTM D 1 622 ASTM r? 1 621 ASTM 1) 1 623 ASTM D2127 ASTM E 96 ASTM Q 2126 ASTM. D 22156 Results 1.6 1l. /ft.' IS PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 I..bs./Ft7 3.1 Port J Inds +0.07% Volume Chan a (it -'dti" F. 2 weeks +6.0% Volume Change ®158 "F., 100% Humidity, 2 weeks 36% Note: The physical properties listed above are presented as typical average values as determined by necepted ASTM test methods mad are subject to normal manufacturing variation.. 0096-BLS-SOS NOA Alo.: 06- 0201.02 Expiration Dale: OS/10/11 Approval Date: 04 /13/06 Page 2et7 eueuao a ceo a 1414 LO OS PC VIDENCE S1JBMIT i j D: Test Agency Center For A.pplied Engineering Milos .Laboratories Polymers Division. Rannoch Laboratories. [etc. Southwest 'R scarch Institute Trinity Eritgirree int; C.eioicx Coro. Testing Services • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • •• ••• •• •• •• •• Te Wiraili4ei 7.s�'�f+I -1•11A • 25- 7438 -3 25-7438-4 25- 7438 -7 25-7492 M-50-631 9637 -92 01- 6743 -011 01- 6739 -062b[1 7050.02.96 -1 57.8454 -2 -1 528454 -9-1 528454-10-1 520109-1 520109 -2 520109 -3 570104 -6 520109-7 520/91 -1 520109 -2 -1 :test• Na me /Re on • • • . •AS 101 !FAS101 ssm 11 -93 SST() 11-93 SS'rD 31 -93 AsTM D 1623 AS'rME I04 ASTM E 108 ASTNM 13 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 31/02/95 12/12/95 02/01/94 04/30/93 t t /1fi /94 01/16/95 03/14/96 10/23/91 l 2/7i1i9 TAS 103 03/02/99 LYIVI1CT ATLONS: 1. Fire classification is not part of this acceptance. Retcr to the Prepared Roof Tile Assembly for fire rating. 2. Polyprcx1 AI11 6 shalt solely be used with flat. low, & high tilt profiles. 3. Minim= txnderL-ayment Nh.Y11 be in compliances with the Roofing Application Standard RAS 120. 4. Roof Tile manufacturer, acquiring acceptance for tlac use of Polypro4 r A11160 roof tits adhesive with their tile assem{)lien shall test in accordance with TAS 101. 5. Roof mannfactures acquiring acceptance: for the use of HANDI- STICK roof tile adhesive with their the assemblies :shalt test in accordance with ' AS 101 with section 10.4 as mediae(' herein. 32: • MS trod 0086 -8 68-90/ NOA No.: 06-0201.02 Expiration 'Date: 4SI10 /X ) Approval Date: 04/13f06 Page 3 of 7 oueutoa atceo e 1444. L0 0E PO INSTALLATION: L rolyproE A1-1160 may be: used with cosy roadie ass+ambiy •hauisg a current. NOA that lists uplift resistance values with the use of Poly .rood $l-1 G'0.: :: • • • ?? I'olypro6G AII160 shall be applied is .on lie•.rn •artt:hiL scc7rpipbneat Application section and the corresponding Placement Details noted herein. The roof isl mthly's adhesive attachment with the use of Polyptors.0 AH160 shalt provide: sufficient attacbutent resistance, exprsed as an uplitt based system, to meet or exceed the uplift resistance determined in compliance with Miarni -i)adc County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the toot' tile assembly NOA 3. PolyptogA AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoatn Products, Inc. Polypre ? /Ulf 60 Operating Instruction and Maintenance Booklet. 4. installation must be by a Factory Trained "Quaiified Applicator' approved and licensed by Polyfeam Pnndur ts., : nc Polyfoam Products Inc. shall :supply a list ofapproved. applicator, to the authority having jurisdiction. 5. t:ali bration of the Foarnpr 0 dispensing equipment is required before application o any adhesive. The mix ratio between the "A" component and the "8" component shall bc maintnincct between 1.0- 1.15 (A): 1.0 (B). The divan= timer shall be act to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. PolyproJ A11160 shall be ;Applied with Foampr o RT7✓ 1000 or ProPack*9 30 Sc. 100 dispensing equipment only. 7. Polyps GO AH 160 shall not bc exposed permanently to sunlight. 8. Tiles must bc adhered in freshly ppl < adhesive. Tile rnus be sot within 2 to 3 minute s <tf'tc,:r• Polypro0 AH160 has been dispensed. 4. Polypro4.t? ARl 60 placement and minimum patty weight shall be in accordance with the 'Placement i)etails' herein. Each generic salt profile reclaims, the specific placement noted herein, Table 1: Adhesive Placement For Each Generic Tile Profile • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • 000 • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • Tile Profile Flat. Low.. High Profiles High Profile. (2 Piecc Barrel) Flat, Low, lli i Profiles flat Low, Hig le s Placement Detail #I #2 Single Paddy Weight Min. -)- 17 /side on cap and 34/pun 24 Two Paddy Wright per paddy Min. (grani,,si N/A -1 N/A • N/A 8 LABELING: All Po1yprog AH160 containers shall comply with the Standard Conditions listed herein, BUILDING PICRM1T REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation oi'this system. g d 0096-9la-g0g NOA Na,: 06- 0201412 Expiration Date: 05/10/11 Approval Date: 041/13/46 Page 4 *17 ouewaj afianso �6� 66 LO � PO tiwoof0Pfaaffa < meat tfadadaymeat • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • ••• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • A1.)kf : §Wig: VI.JAG M N'i' Df'TA' .1 • SixGLE PATFV •• • • • •• ••• •• Pon trawl Pad* afeaeatate) • • • •• • • UMW OW franvamhofaa Nal Qvaaagla ptae PY{T''i �* '444140,441, E:rxacause "? Ewa Owe. lave mama*: gay aakabfat atom. 4l a sip haararsphekd 9'd OO96-9 69-90£ • • • • tfadralayafail i TO St fa moot • •• .Paddy IM 'U Pi**aoouifeaaaa•M•t• =him trm2s °Pt"aa2'4.'14. L•as aaeasa:athas io tea* laaa oaetife a) Um ham esdhestal flaawirrsseusaam.. a�C°wr0ie thaaierfa aunt ma mow c'Jrfiif. 14oattt•eeamstma saa! �¢mm fiks. EaSW e•a• odd **Rod Misfits ara lastaataswersaa. random *Aarabomd) 4,4 ,y „•,�a, t'F . t Watvtotga Fong a �. mug latattga plot* mined aYtiaN Patiftp SON tonstatiard Woos QM NOA No : 04. 0201.02 Expiration Date: 05/10/13 Approval Date; D4.43/96 Page 5. of 7 oueuaoa caw° el4:14 LOO PO • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ••• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • ADHASIVE PLACEMENT DETAIL 2 • • . • • • • • • • • • • • to • • • • • • • 1•d 0096-9W-90S 'VOA No.; 06- 0201.02 Expiration Date: OS/le/11 Approval Date: 01/13/O10 Page 6 of 7 ouewoa offices eZ6 66 LO PO • ••• • • • ••• •• •• • • • ..• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • . • • • • • • • ••• • • • • ••• • • ••• • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • An[epsjvj PLACEANT MA , 3 IQk�VSL : P,vr v • • • • •• ••• •• • • • • • • • • • • • • • • • • • •• • • • • • ••• •• gd .END OF THIS ACCEPTANCE 0096-81.8 -0E NOA No.: 06- 020I.02 Etpiratiou Date 0.5/10T11 Approval pate: .114/13/06 rage 7or7 aJ woo ®ffioe0 eZ6161008P0 MIAMIO BUILDING COD* COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Polyglass US c. 150 Lyon Drive Fernley, NV 8408 } SCOPE: This NOA is bng issued under the applicable rules and regulations governing the use of construction materials. The tocumentation submitted has been reviewed by Mimi -Dade County Product Control Division and auepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas here allowed by the Authority Having Jurisdiction (AHJ). This NOA sha 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 tc - erform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ y 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 Produc � Control Division that this product or material Mails to meet the requirements of the applicable buil4ng code. This product is pproved as described herein, and has been designed to comply with the Florida Building Code, includinghe High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plns and MU Underlayments LABELING: ch unit shall bear a permanent label with the manufacturer's name or logo, city, state and following tement: "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 x the applicable building code negatively affecting the performance of this product. TERIVIINATICT of this NOA will occur after the expiration date or if there has been a revision or change in the mrials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of ' y product, for sales, advertising or any other pur uses shall automatically terminate this NOA. Fail 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'xpiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 1 shall be done in its entirety. INSPECTION: copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and *all be available for inspection at the job site at the request of the Building Official. This NOA reviso NOA No 06- 0424.03 and consists of pages 1 through 6. The submitted dicumentation was reviewed by Jorge L. Acebo. NOA No 06-0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 ROOFING GMPONENT APPROVAL Category: Sub- Cateaory Material: PRODUCTS Product t' Polystick P underlayment Polystick Basil underlayment Polystick underlayment Polystick TU underlayment Roofing Underlayment SBS , APP Self-Adhering Modif%ed Bitumen ESCRIPTION: Polystick TU P1Its underlayment (Facer of Membtane Labeled in 0 or Black Ink) H: Polystick MU underlayment Dimensions Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'33/$" 60 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'3-3/8" 100 mils thick Roll: 65'8" x 3'33/$" 80 mils thick Roll: 65'8" x 3'3-3/g" 80 mils thick Test Specification ASTM D 1970 ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Product Description, A pilyethylene top surface, self - adhering, SB polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice rain shield. A hemogeneus, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic filin on the uppr surface for use an underlayment for metal roofing. A fine granular /sand top surface self adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in slopd roof assemblies. Designed as an ice 8i raid shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APPpolymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an . underlayment in sloped roof assemblies. Designed as a a roof file underlayment. A nwicking fabric surfaced, self adh , g, APP polymer modified, fiberglass •reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A non- wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06 -0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE S i NIITTED: Test « en Test Identifier Exterior Resear $ & Design, LLC #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 PRI Asphalt Technologies PRI01111 PUSA - 005 -02 -01 PUSA - 018 -02 -01 PUSA - 035 -02 -01 PUSA- 033 -02 -01 INSTALLATIN PROCEDURES: Deck Type 1 Wood, non - insulated, new construction Base Sheet. One or more plies of ASTM D 226 Type II or ATM D 2626 or Polyprotector UDL or 1 Polyprotector UDL AS Test l4lame/Report Date TAS 103 AStM D 1970 3'AS 103 AS±M D 4977 ASTM D 4977 ASTM D 2523 1AS 103 ASTM D 1970 04/27/01 08/14/01 08/29/05 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for b:se sheet only) Membrane: Polystick membranes self - adhered. A Surfacing: None 1. All nails iii the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, artll sweep the deck thoroughly to remove any dust aid debris prior to application. 2. Place the nderlayment over metal drip edge in accordance with RAS 111. 3. Place the rst course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. t - move the release film as the membrane is applied. . All side laps shall be a minimum of 3-1/2" : end laps shall be a minimum of 6." Roll the membrane into place after removing the release stop. Vertical strapping of the roof with Polystick is& acceptable. Membrane shall be back nailed in accordance with applicable building code. 4 4. When apying the membrane in the valley, start at the low point and work to the high point, rolling thmembrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions: 6. Roll or br, m the entire membrane surface so as to have full contact with the surface, giving special at ration to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for 1 % ger than 180 days after application. Polyglass reserves the right to revise or alter product e a s sure times; not to exceed the preceed rag maximum time limitations. 7. Flash ven • ipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product C�ntrol Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall to pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Plystick shall be applied over the underlayment. • NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL L VIITATTIONS: 1. Fire clasication is not part of this acceptance. 2. Polystick , Basik and IR/IRX may be used in asphaltic shires, wood shakes and shingles, non - structural ` etal roofing, and quarry slate roof assemblies. P ystick P and Basik shall not be used as roof till' underlayment. 3. Deck requrements shall be in compliance with. applicable building code. 4. Polystick embranes shall he applied to a smooth, clean and dry surface. The deck shall be free of irregulars , es. 5. Polystick itembranes shall not be adhered directly over a pr - existing roof membrane as a recover system. 6. Polystick and Basik shall not be left exposed as a tempo roof for longer than 30 days after apphcatQ . Polystick IR/IRX, or MU shall not be left expo as a temporary roof for longer than 90 days a er application. Polystick TU and TU Plus shall twit be left exposed as a temporary roof for longerhan 180 days after application. Polyglass reserve the right to revise or alter product exposure ores; not to exceed the preceeding maximum time hnutations 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building dode and Rule 9B -72 of the Florida Administrativ& Code. 8. In roof tilelapp)ication, data for the attachment resistance of roof tiles shall be as set forth in the roof the ufacturer's Notice. Polystick TU, TU Plus and may be used in both adhesive set and mech ' ically fastened roof tile applications. Polystick Il / Res; is limited to mechanically fastened rdbf tile applications. The maximum roof slope for lime as roof tile underlayment for (direct -to -neck) tile assemblies shall be as described below: Tile Pro #iile Polystick IR/IRX Polystick MET Polystick TU, TO Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope jmitations can be exceeded only by using battens ind counter battens in accordance with the Approvd Tile System Notice of Acceptance and applicable Florida Building Code requirements. o 9. Care shoul1 be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping elf file directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure:" 6 Roofi a Tiles (6 Ma Per Stack) 12 NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30 /06 Page 4 of 6 GENERAL LIITATTIONS: (CONTINUED) 10. Refer to *pared roofing system Product Control Notice of product With specific prepared roofing products. Polystick P may be u ,' with any approved roof covering Notice of A 1 IRJIRX, , TU Plus & MU as a component part of an asse Polystick Basik, IR/IRX, TU, TU Plus & MU is not liste„ Authority Iaving Jurisdiction (AHJ) or the Miami -Dade Co approval ;ovided that appropriate documentation is provide products, ind uplift resistance, and fire testing results. cceptance for listed approval of this Bask IR/IRX, TU, TU Plus & MU cceptance listing Polystick P, Basik, bly in the Notice of Acceptance. If a request may be made to the my Product Control Department for i to detail compatibility of the LABELING: All membranes Miami -Dade Co all bear the imprint or identifiable marking of th E qty logo or the following statement: "Miami -Dad BUILDING PIRNIIT REQUIREMENTS: manufacturer's name or logo, the County Product Control Approved ". Application for Y ilding permit shall be accompanied by copies of the following: 1. This Notice o;Acceptance. 2. Any other d ents required by the Building Official or applicable building code in order to properly evaluate the u ='.11ation of this materials. POLYGLASS ENERAL APPLICATION GUIDELINES F(R POLYSTICK MEMBRANES: 1. Polyglass s accept the direct application of Polystick undeklayment membranes to wood decks. Installers a cautioned to refer to applicable local building aides prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponcT g products. 2. All rolls, ; the exception of Polystick TU Plus and Polysti "k MU should be back- nailed in selvage ed seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied wi k a minimum 1" metal disk as required in Dade Cty!or simplex type nail as otherwise towable in other regions, at a minimum rate of 12 ' o.c. Polystick TU Plus and Polystick should be back nailed in designated area marked "nail area, area para clavar" on the face of me4brane, with the above stated nails and/or disks. The head lap membrane is to cover the area being 1 ck- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lapis' eams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric o ' er fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass 0 MB Plus trowel grade or other approved premium SI3S modified trowel grade mastic, app ed in between the application of the lap. The use of mastic between the laps does not apply to Po stick Basik. 5. A maxim Polyglass 6. Battens an projects for p loading pro of 6 tiles per stack are allowed when loading tile to the underlayments. Refer to the e Loading Guidelines. r Counter - battens, as required by the tile manufacturers NOA's, must be used on all itch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 utions should be taken, such as the use of battens to prevent tile sliding during the NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 5 of 6 7. Minimunjcure time after membrane installation & before loading of roofmg tiles is Forty -Eight (48) Howl. 8. Polystick Plus, Polystick MU may not be used in any exposed application such as crickets, exposed ` `Heys, or exposed roof to wall details. 1 9. Repair ofolystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Majtic or an approved premium SBS modified trowel grade mastic to the area in need of repair, fo t wed by a patch of the Polystick material of like ld should be set and hand rolled in place ove he area needing such repair. Patching membraneshall be a minimum of 6 inches in either dirion. The repair should be installed in such a way so that water will run parallel to or over the t s of all laps of the patch. 10. All self- G ered membranes must be rolled to ensure full co tact with approved substrates. Polyglass.equires a minimum of 40 lbs for a weighted roll for the rolling of the field membrane. Hand roll* are acceptable for rolling of patches or small of the roof 11. All appros d substrates should be dry, clean and properly prrpared, before any application of Polystick Membranes commences. An approved substrate technical bulletin can be furnished upon request. Its recommended to refer to applicable building codes prior to installation to verify acceptabl substrates. 12. The Poly s Miami -Dade Notice of Acceptance (NOA) aproval for Polystick membranes and PolyProte or UDL can be furnished upon request by our Te hnical Services Department by calling 1 (00) 894 -4563. 4. 13. Polyglass #ffers a 10 year Limited Material Warranty on all operly installed Polystick self - adhered erlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions regards to the application of Polyglass productsshould be directed to our Technical Services t' partment at 1 (800) 894 -4563. 15. Polyglass ommends that applicators follow good roofing practices and applicable procedures as outlined b the National Roofing Contractors Association (*CA). PLEASE LEL WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIHC APPj,ICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQU]REMEI S AND RECOMMENDATIONS. END OF THIS ACCEPT.NCE NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 6 of 6 2007 ROORMG MATERIALS ROOF COVERING MATERIALS (TEV1 Roofing Systems (TGFU)- Continued Base Coat "A -38 Series ", 0.75 gal /sq. Second Base Coat "A-38 Series ", 0.75 gal /sq. Wear Coat: "A-38 Series" 0.75 gal /sq plus walnut shells at 0.75 His per Surfacing: "A -38 Series ", 0.75 gal /pq plus walnut shells at 0.75 Ibs per 46 Deck: NC Incline: 3/4 Foam: Spray applicatiant of 2-in. thick 1'olyfoam 273" (2.7 lb /ft3 ) Surfacing. Spray application of 28 to 34-mils "U -8730" (aluminum) 47 Deck: NC Inclinne:1 /2 Insulation: Spray application of 2 -in. thick "Polyfoam 273" (2.7Ib /ft3 } Surfacing. • Spray application of 28 to 34-mils "U- 8782" (ivory) GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20" or "Ruberoid Modified Base Suet" may be utilized as an alternate to Type G2 base sheets in any of the following C ficatlons. 1/2 in thick ( min) gypsum board or 1/4 in. thick (min) G-P Gypsum DensDecke may be used in any existing noncombustible deck Classification. When this is done, the resul roofmg system is acceptable for use over combustible (15/32 in. min) doc&s The 'iis in the board and overlayment board are offset 6 in. with the • a , in the des is part o�roof system, it must be below the ovedayrnenntt b Also, multiple plies o"GAF GLA Ply 4" or "Ply 6" may be adhered to G-P Gypsum DensDeck® in hot asphalt Y,� and Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Eliminator Venting Base Sheet (Nailableej' maybe mechani- cally roof or hot mopped. over �Ie decks and as a recover over GAFGLAS Petite may be utilized as a cover board over "EVER- GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive P yip rene reference in any fi awing Classficatons include �Gua� d EFS insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt f g� „mat base sheet ( "GAFGLAS 075 Base Sheet" or "GAFGLAS TLTJ is a suitable.altemate for G1 ears fiber ply sheet ( "GAFGLAS Ply 4" or"GAFGLAS Pty 6”" in the asphalt B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Vesting Base Sheet (Nailabie)" . Perfoiated to be mopped and natlable to be mechanically attached granule side down. As an opption Type G2 halt glass mat base sheet ( "GAFGLAS #75 Base Sheet", "GAFGLAS UC IA" or "GAF Stratavent Eliminator Venting Base Sheet (Naflable)" may be substituted for G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS S Ply 6" ) as the rued base ply in the following Bottom fastened. base sheet may be solid. mopped, spot mopped or Mechani- cally Unless Otherwise indicated, all insulations may be hot irtc pecl-or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" maybe used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFJ'h'IVMP PERMALITEY" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of thuClasss A, B or C systems listed. - Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Crass A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene Insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper/ /perlite) is a suitable alternate for :isocyanurate board in the Class A, B or C systems. "BMCA Ern � RA", R , "BMCATapered EuergyGuard RA" and "BMCA Ener(yGuardE ids." may be substituted for any Atlas polyisocyanurate insula- tion m an of the following Classifications. "Perms . , ' maybe utilized with any of the following "Asphalt Felt S with Hot halt". 080 Premium l may be used in any of the following "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". AND SYSTEMS DIRECTORY • • • • • • • • • •• • • ••• • • • ••• • • • • • • • ROOF COTERI �er• wit • i s Roofing Systems (TGFU)— Coptinued "GAS Pennalite Rt>wveafeard" m b�tied _Bleu of y perlite insulation in any of the'follst ein4 �t+ons. • • • • Unless otherwise intdiaJatry•of the "4s'p 4 Felt•Syetens with Hot Rotfmg Asphalt" may be with "Make' Id MB" h5 ; 3.0 gal /sq. Class A,13 and C Hot roofing asphalt, for use vii and glass felts or modified bitumen membranes. • • • •' • .' ••• • • "Ruberoid Heat Weld" SBS tbratnei ny beeped in lieu of "Ruberoid Mop" SBS products to ny app bn ificationo Cass A • • • • • • • • 1. Deck C -15/32 - Incline: 3 insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanurate composite,.pedite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thidatess. Ply Sheet Three or more layers Type GI "GAFGLAS Ply 4" sir " GAFGLAS Ply 6 ", hot mopped. Surfacing Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, pedite/ urethane composite, wood fiber /isocyarmrate composite, Pic, any thickness. Ply Sheet: Three or more layers Type 01 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type 03 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber. isocyanwate, urethane, perlite /isocyanurate composite,' perlite/ urethane composite, wood films /isocyanurate composite, phenolic, 2 max. Ply Sheet Two or more layers Type GI "GAFGLAS Ply 4" or "GAP GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or " C.ap Mineral Surfaced Cap Sheet". 4. Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply Sheet Any UL Cland ed gravel surfaced Class A asphalt glass fiber mat system. 5. Dede C- 15/32_ • Incline:1 Slip Sheet (Optionallc Red rosin-paper, nailed to deck Base Sheet One layer Type 02 " GAFGLAS #75 Base Sheet" (may be ed Play She). et: One or more layers Type G1 "GAFGLAS Ply4" or GAFGLAS Ply 6". Cap Sheet One layer Type 03 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet One layer Type G2 " GAFGLAS #75 Base Sheet". Ply Sheet One or more layers Type 01 " GAFGLAS Ply 4" or "GAF - GLAS Ply 6" Cap Sheet One layer Type G3 GAFGLAS Mineral Surfaced Cap Sheet" or."EnergyCap Kmeral Surfaced Cap Sheet". 7: Deck C -15/32 Incline: 2 Insulatiom One or more layers pedite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic' 1.0 in min (offset from plywood joints 6 m.). Base Sheet One or more layers Type G1, 02 or 03. Membrane One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet 'type 03 " GAFGLAS Mhteis1 Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck C -15/32 Incline: 2 . .insulation (Optional): One or more layers perlite, wood fiber, Rom isncyanurate, urethane, penile /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any Base Sheet Two or more layers Type G2 or 03. Ply Sheet (Optional): One or more layers Type 01. Membrane One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). LOOK FOR THE UL MARK ON PRODUOT Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ?trII1 • 1 Inspection Date: 03/17/2008 Inspector: Levrock, James Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Villag Ce Project: <NONE> Contractor: D & D PLUMBING CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 305-632-44869 Parcel Number 1121360090210 Lot: Phone: 305 -379 -0516 Building Department Comments PLUMBING FOR ADDITION ,I ■ 1'� Passed Inspector Comments CC VIA/ 76 A \\1, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 14, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL -o Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/15/2007 Inspector: Levrack, James Owner: SKRABUT, PAUL Job Address: 149 108 Street NE Miami Shores Village, FL Project: <NONE> Contractor: D & D PLUMBING CORP Permit Type: Plumbing - Residential Inspection Type: Septic Tank Work Classification: Addition /Alteration Block: Phone Number 305 - 632 -44869 Parcel Number 1121360090210 Lot: Phone: 305- 379 -0516 Building Department Comments PLUMBING FOR ADDITION 1 6 2001 In . -1' , Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, March 14, 2007 Page 2of2 Bonding Company's Name (if applicable) Bonding Company's Address City /`�4 • State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City N/n N/a Ago Zip State ,V /A• 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 AFIZDAVIT: 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 delivere.- . person whose property is subject to attachment. Also, a certified copy of the recorded notice of com > t must b , , , ed at, the job site for the first inspection which occurs seven (7) days after the buildi e "` inspection will not be approved and a reinspection fee will be charged Signature The for day of Owner or Agent g instrument was ac . ledged before me thi 200:1_,r by /i/ Signature Contractor e foregoing instrument was acknowledged before me this 0[% L« day of oc7Daffe, 20( by t v £ (a Y — i who is personally known to me or who has produced ' Av4fio is p ovally known tsunreel who has produced NOTARY P Sign: Print: My Commission Expires: As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: 1 — Print: „496-te#57- ��-- My Commission Expires: M odiTM expires April Ft orida No. DD 294655 2008 * **+*** * * * * * * *** * ** *** *,ter ** * * * * ** *'* * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** � * ' *;. * * * * * * * * * * * ** APPLICATION APPROVED B Chc 05/13/03 * * * * * * * * * * ** * * * * * * * * * ** / .ii0C * ** IIII,y . 5 "Pry,, ALICIA L VANDAMA :4 . MY COMMISSION t DD 483066 ion ,iii *Bonded* 6* Thru Notary Publcq q "63Q6 * ** Plans Examiner Engineer Zoning 93O MIAMI,SHORES VILLAGE BUILDING DEPARTMENT ®�► 305 - 795 -2204 Building Inspection Request Date _l I q 05 Type Insp'n , ict( Wivt ()OW Permit No. '1P2005 R g"1 Name S r Yc 661- Address 141 Alf /0 ST Company le /(f5* pp�iY �5 r C- Phone# 305(255C -° b9b6 Inspection Date R17.(05 Approved 4 Correction ❑ Re- Insp'n Fee ❑ 3 31 144 MIAMI SH RES VILLAGE1I 41 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dates h5 /05 Type Insp' j Y1 Ci ) C.L. 1 r dc7WS Permit No. aP p5 q Name '"DUI 5KrctJ + Address I4G ME 1 O8 'ST Company rh-C C i t-�n pG n r or Phone # (305) 256 ^ Czik,GG , Inspection Date al 1 7 l 05 Approved ❑ Correction Re- Insp'n Fee ❑ tv-h.k) AtArt- t'is-c $uQQ eS.Sc-v / pcok) 4--r P I itt 3 49 V BIDDING PERMIT APPLICATIO Master Permit No. Miami Shores Village Building. Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel 305) 7951204 Fa3x: 3(05) 756.8972 r ^H� Permit No:VR 5- gel FBC 2001 = Permit Type (circle): Building Electric Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) fit tit 5/44) 071-- Phone # Yd„ - „f774- OP 2V Owner's Address /r? /VI. /dg'?° f1/2-tell- City f / GI W1! f Gla!/'CJ' State rl Zip 3 3//•X,32 Tenant/Lessee Name Phone # Job Address (where the work is being done) / 9 1 / City Miami Shores Village County Miami -Dade Zip 73/6 ,7'1 % Is Building Historically Designated YES NO Contractor's Company Name 7A-e asfiltli' j 4Y12f j yc, Contractor's Address f7 /f Sw Az q a /vrmc -e. City M i vkt State Qualifier o A kl f%Dt 7 Phone # Zip 3 3/ r%C Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit =`f u OO Square Footage Of Work:. Type of Work: ❑Addition Alterration ❑New ' 0 Repair/Replace ❑ Demolition Describe Work:. ivepia.4 -�2 -k^r1r'ivi j ' c44 arcu -s rot.fekn P.orip- c•✓OdU�,�, ' **************************** F * ** ** * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 1 /D CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ 4 .45 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 20� o�5 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AN14'1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is -issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 The f ent was acknowledged befor 090 day of L1 �_ 20 05, byPQ W1 SIC % , day of Tun( , 20 CS, by Soh ri T asloacy who i ersonally known re me or who has produced who i er Wally . o me or who has produced ou3,a11,�i vt1o_dilt4eiin oath. DIONNE SIMMONS ry Public - State of Florida NOTARY PUBL Sign: Print: My. Commission Expires: My Commission Expires: ma (` j iq i D-009 ****************************.************************************************* ** * ** * * * * ** * * * * * * ** ** * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************* * *** * * * * * * * * ** * * * ** ** * * * * * * * * ** * * * * * * * * * * ** 2 * * ** ** * * * * * * * * *** * * * * *** * * * * * * * * * * * ** as Plans Examiner Engineer Zoning APPLICATION APPROVED BY: • Cho 12/15/03 PERMIT NUMBER: 1111111111 1111111111 11111 MINIM! t:)4.: Btt 23585 Fs 1815? (fps ) RECORDED 07f19f20105 12 :18:53 HARVEY RUVIMr CLERK OF COURT MIAMI —DADE COUHTY'r FLORIDA LAST PAGE CITY OF MIAMI - BUILDING DEPARTMENT NOTICE OF COMMENCEMENT PIease file et 44 West Flagler Street, eighth Floor, Miami. Florida G. 4=05 - 969 STATE OF FLORIDA: TAX FOLIO NUMBER: f/-2/.? ,a- mile) COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following in provided in this Notice of Commencement. Legal description of property and street address: _t r `/ Description; of improvement- . Owner(s) naiiie and eddress:A.r. -1 S44-44.i- Interest in property- Nance and address of fee simple titleholder. ,q'Dr€ 3316,/• 24-?2 Contractor's name and address: Surely: (Payment bond required by owner from contractor, if any) Name and address. Amount of bond: $ Lender's iiarne address• Persons within the state of Florida designed b •weer upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statues, Nance and address' In addition to himself, Owner designates the following person(s) to receive a copy ofa Lienor's Notice as provided In Section 713.13(I)(b), Florida Statues, Name and address• Expiration date of ills Notice of Comrnenccmcnt: (the expiration date is one (1) year from the date of recording unless a different date is specified) SJGNATURE OF OWNER t Owner's Nance: /'%-3O 5-/ e4Q'-`'T Sworn to and s 'Jibed before . ae en this c Notary Publi _ A- 2. _ Personally Known, or Produced ID Oath taken, I -d Prepared by Address: t t, Day of S 20 . `� `�I c�) }UYl��1 .1,, Nance: J YnimonS '�� DIONNE io xpiration: �►y PubWs -Ste Commission Expires May 1912009 Conwttisston ! D0431354 _ Sanded By Natlonat NotatyAph. S ri ao s,atuedwo0 al-11 002.9 9E SO2 13134.9 - 9SZ —SOE d1S :TO SO IZ Inr Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/6/2005 Applicant: PAUL Owner: SKRABUT JOB ADDRESS: 149 NE 108 Building Permit Permit Number: BP2005 -989 SKRABUT PAUL ST Page 1 of 1 Contractor THE COMPANIES OF R & S INC Contractor's Address: 8715 SW 129 TERRACE Local Phone: 305 - 256 -6666 Parcel # 1121360090210 Legal Description: DUNNINGS MIAMI SHORES EXT NO 5 PB 48 -21 LOT 13 BLK Fees: Description Amount FEE2005 -9262 Building Fee $190.00 FEE2005 -9263 CCF $3.00 FEE2005 -9264 Training and Education Fee $1.00 FEE2005 -9265 Technology Fee $4.75 FEE2005 -9266 Scanning Fee $3.00 Total Fees: $201.75 Total Fees: $201.75 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/28/2005 Construction Value: $4,800.00 Work: REPLACE EXISTING WINDOWS WITH IMPACT CASEMENT WINDOWS 'JUL 21 PAID GK .d ZS5Z Signed: (INSPECTOR) In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: S �.s MAL CONSULTANTS STRUCTURAL CALCULATIONS INSTALLER: R & S COMPANIES 8715 S.W. 129TH TERRACE MIAMI, FLORIDA 33176 PHONE: (305)256 -6666 PROJECT: WINDOW INSTALLATION AT: 149 N.E. 108TH STREET VILLAGE OF MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY J 25, 2005 • • •• • • • • •• • • • REAR CAR OS M. P •' • • "STRI1 TUJ L • • • • • • F ••• • •' Ee P: EV#• B�#'00 BY: REZ, P.E. NQIIR 844•• 181 • YOUR ON -CALL INEERING COMPANY" ••• • • • • •• . • • • • 942C S.U.' l a 2TIi: STI EETr FloRidA 33176 TEL (786) 242•1672b•• TAx:1786) 242-4399 • STRUCTURAL ENGINEERING CONSULTANTS, INC. ,. 16500 N.W. 83RD COURT MIAMI LAKES, FL 33016 (305)827 -663 C$Wight 2000 by Tondelli Engineering, P.A. Tampa, Flori CUSTOMER : R & S COMPANIES JOB NUMBER : WINDOW INSTALLATION AT: 149 N.E. 108TH STREET, MI RTES /2005 DESCRIPTION : WIND PRESSURES FOR WINDOWS (CRIT.TRIB. AREA < 10 SQ.F * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 12.7 FT DISTANCE, Z = 12.7 FT Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 .. • • • • • • •• ••• a 4 b qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 53.0 FT CORNER DISTANCE, a = 5.1 FT • • • • •• • •• • • •• • • ••. . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STRUCTURAL CONS LTANTS January 25, 2005 Village of Miami Shores Building Department Miami -Dade County, Florida Contractor: R & S Companies Job: Window Installation at: 149 N.E. 108th Street, Village of Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 54.7 psf Negative Design Pressure (Zone 4): 59.3 psf Positive Design Pressure (Zone 5): 54.7 psf Negative Design Pressure (Zone 5): 73.2 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 5'- 1 " of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -98 based on the following criteria: * Building Category: II * Building Mean Roof Height: 12' -8" * Exposure Category: C * Basic Wind Speed: 146 mph 'Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If you should happen to have any questions or concerns regarding this or any other matter, please do not hesitate to con .. •..• • • • • • •. • ........ ENGINEERING CONSULT AN f S: !i c ..E i#: •007781) •• ••• •• • • • •• 1/25/05 • • ••. • • . • • • .• ••• Perez, P.E., Structural Engine.: JOB NAME RESIDENCE 149 NE 108TH ST MIAMI SHORES ,FLORIDA • • •. •• • s• ••• •• .. ..• • • • • • •• • • • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • 000 • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • s• •• • • • *0 •• ••• • • • ••• • • 53' NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT GARAGE NOT PART 774N4,1 OF THIS PERMIT KITCHEN LEFT fl •• • • • ttsi DINING •• • • • BATH • • •• • • • • • • • • • . . •• ••• •• • • • ••• • • • • • • • 4 • • • • • 4 •• • • • • • 4 • • • •• • ••• • • • ••• • • • • • • • •• BEDROOM • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • NOTE: MEAN ROOF HEIGHT : 12'- 8" ROOF TYPE : 5:12 GROUND FLOOR REAR NOT PART OF THIS PERMIT NOT PART OF THIS PERMIT FLORIDA ROOM LIVING TV ROOM BATH • • • • • • • • • •. ••• • • • ••• • • •• •• NOT PART OF THIS PERMIT FRONT BEDROOM 0 ARIGHT REVISION: 1 l DATE: 01/19/05 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 164 of 5 J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERM T. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. f41-- 001 �a a" X 4" X 38-3/8" ALUMINUM TUBE MULLIONS BY CGI NOT PART OF THIS PERM TT 1 ♦ 2" X 4" X 50 -5/8" ALUMINUM TUBE MULLION BY CGI FRONT ELEVATION "A" M.0.111 "X 38 -3/8" (2) 26 -1/2" X 38- 3/8 "(X) (LATERALS) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 01- 1002.03 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS (1) 58" X 38 -3/8" (FIXED)(MIDDLE) SERIES 238 ALUMINUM FIXED WINDOW- IMPACT N.O.A.•:•O1•918•01 • • • • • ZONB + a.7;.43g2::.: • GLAZIXG:.7 /P6: DAMjNAbD IMPACT RESISTANT GLASS EXTERIOR LITE : 3/16" ANN. GLASS 09A SAFLEX VV$ INTERLAYER • • :: At E131011 LTYEE: 3/16" ANN GLASS ..... ... . .. NO4E! INDUVV ITNr15 SHALL BE MULLED TOGETHER USING: 2" X 4" X 38 -3/8" ALUMINUM TUBE MULLIONS BY CGI : • ;N.Oa ,: 92+12:106: • •..•• • • •.. • •• •• • • • •• •• •.• • • • ••. • • "Cl" M.O.74 "X 50 -5/8" (2) 37" X 50- 5/8 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 01- 1002.03 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 2" X 4" X 50 -5/8" ALUMINUM TUBE MULLION BY CGI N.O.A.: 02- 0123.06 l REVISION: DATE: 01/19/05 SCALE: 3/16" ow 1' DWG. BY: M.R2. JOB it 164 of NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCIYI'ANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. "C1" M.O.74 "X 50-5/8" (2) 37" X 50- 5/8 "N SERIES 238 ALUMINUM CASEMENT WINDOW-IMPACT N.O.A. : 01- 1002.03 ZONE 5: +54.7 -73.2 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 3/16" ANN. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 2" X 4" X 50-5/8" ALUMINUM TUBE MULLION BY CGI N.O.A.: 02- 0123.05 / 51_81 II II 2" X 4" X 50-5/8" ALUMINUM TUBE MULLION BY CGI 2" X 4" X 50 -5/8" ALUMINUM TUBE MULLION BY CGI /le 47.1e RIGHT ELEVATION "B" 37 "X 50 -5/8" (X) SERIES 238 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A.: 01- 1002.03 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR L1I'E: 3/16" ANN. GLASS •..•• • • • • • •. "E" 37 "X 38 -3/8" (X) • • SERIES 238 ALUIVQ Ma9$ iOTWX)W- IiVIPACT N.O.A. : 01- 1002.03 ZONE 4: +54.7 -59.3. GLAZING: 5/16" L T'ATEI Il1IPACT 1 I TANT GLASS EXTERICRISTTE: Lw.x,A s .090 SAFLEX PVB INTERLAYER INTERIQ .LJ►1'E: d/4 " "� . GLASS • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOT PART OF THIS PERMIT "D" M.O.53 "X 50 -5/8" (2) 26 -1/2" X 50-5/8 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 01- 1002.03 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LITE: 1/8" ANN. GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: 2" X 4" X 50-5/8" ALUMINUM TUBE MULLION BY CGI N.O.A.: 02- 0123.06 REVISION: 0 DATE: 01/19/45 SCALE: 3/16" 1=1 1' DWG. BY: M.R.Z. JOB #: 164 3 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. !„, NOT PART OF THIS PERMIT REAR ELEVATION • • •• ••• .• • • • •• •••.•• •. • •.. • • • • • • • .. • • • • •• • • • • • • • • • • • • • 410 • • • • • ••• • • • .•• • ••• • . • • ••• • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • - •. •• • • • •• .• ••• • • • ••• • • NOT PART OF THIS PERMIT REVISION: ( DATE: 01/19/05 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 164 of 5 NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: WOOD,METAL FRAMING AND METAL COLUMNS) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 • ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR. NOT PART OF THIS PERMIT 2" X 4" X 50 -5/8" ALUMINUM TUBE MULLION BY CGI 9' -5" LEFT ELEVATION "C" M.O.74 "X 50 -5/8" (2) 37" X 50- 5/8 "(X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A.: 01- 1002.03 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR DIE: 3/16" ANN.GLASS .090 SittailLiFIC P'VJ3 WEELAYER INT1 UOji C : Via ANN. GLASS NOTE: WINDOW TftS 413AU B •MULLED TOGETHER USING: 2" X 4" X 50 -5/8" ALUMINUM TUBE MULLION BY CGI N.O.A=:'02; 11123'®6 :. •. •••. • • •• • • .. •.• •.•• • •. .•. • • • •.• • ••• • • • • ••• • • • • • • ••• •• •• • • • • ••. • • • ••• • • •• • • • • • ••• • • • • • • ••• •• •• • • "E" 37 "X 38 -3/8" (X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 01- 1002.03 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR L1`1'E: 1/8" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR L11'E: 1/8" ANN. GLASS "B" 37 "X 50 -5/8" (X) SERIES 238 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 01- 1002.03 ZONE 4: +54.7 -59.3 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 SAFLEX PVB INTERLAYER INTERIOR LTT'E: 3/16" ANN. GLASS REVISION: 0 1 DATE: 01/19/05 SCALE: 3/16" a 1' DWG. BY: M.R.Z. JOB #: 164 5 of 5 J • • •••• • • • • • • • • ••• • •0 • • • •• • • • • •••••• • • • • •••• •••• • • • • • •• •• • • • •••••• • • •- • ••••• • • • • • •••• • ••.- • • • • ••• • -• 11 • • • • •• • • • 7 D.L. OPG. VENT WIDTH ••• • • WINDOW WIDTH EXTERIOR GENERAL WINDOW SECTIONS NDOV HEIGHT VENT HEIGHT 1- W S 1- z a _5L cup 4 FOR GLASS TYPES REFER TO SHEETS 3, 3A & -4. l'J INSTRUCTIONS FOR USING THESE CHARTS: • • 4'STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW. STEP 2 • • ••• • • . STEP 3 OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROM APPROPRIATE CHARTS. A) SHEETS 3 & 3A FOR IMPACT RESISTANT. B) SHEET 4 FOR NON- IMPACT RESISTANT. SELECT INSTAUAT1ON (ANCHOR) TYPE FROM DETAILS ON SHEET 5 AND CHART ON SHEET 6. THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REQUIRED PRESSURES. AT EACH END AND 18" 0.C. ON SHORTER SIDES 20" 0.C. ON LONGER SIDES D.L. DPG. 2 1/2' VENT WIDTH WINDOV WIDTH FOR MULUON /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. 6" MAX. TYP. AT HEAD /SILL CORNERS 01 11 n 11 - -.4; 11 11 , II 1 TI 11 11 41 11 II 11 11. r T 0 1--1 SURFACE APPLIED FALSE MUNTINS OPTIONAL 18" MAX. (IMPACT) 25" MAX. (NON- IMPACT) TYPICAL ELEVATION MAX. ANCHOR SPACING TO BE AS FOLLOWS IMPACT WINDOWS 17" O.C. ON LONGER SIDES 18" O.C. ON SHORTER SIDES NON— IMPACT WINDOWS . 17" O.C. ON LONGER SIDES 25" O.C. ON SHORTER SIDES NOTES; 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA, PE 16557 OCT 4 2001 • •�•••rty •••4 •4 • W • • '! - 0 ° ao °i 0 r 14 co 1 O 10 I (~j N p • U • • af' • • . • •• •app w h° re tria• • n N W L) Z•l.M,i APPROVED AS COMPLYING WITH THE SO TH �U Aitirs5 DE BY !OMR PRODU TC•NTROLDIVISION BUILD •DE COMPLIANCE OFFICE ACCEPTANCE NO0 11.01 •• • 0 tY O 0 • • •••••• • • 000000 • • ••.••• •••••• • 00000 • • • 000000 • • ••• • • •• t iri 10 c 8. 1.) In •1 r0 A z W 8 4 .0 15 0 A 102.14.00 m C 110.04.01 scale: 1/2" .. 1" • I. • • • • • 000 41" •••••• •••••• ••ll• �•••• .••••• •• • • • • • • • t drawing no. W99 -10 sheet 1 of 5 • • • •� P • • •••�. • •••• •••• •. ••.• • • • •• • • • VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. 2.625 2.625 CORNER KEY .060 THICK ST. STEEL } .625 1 Co N CORNER KEY .062 THICK ALUMINUM FRAME 1.875 1.757 -.090 TYP. .720 - 1.438 --1.222 1 VENT (5/16" LAM_ GLASS) •i, • • • • • • .383 .754 .830 .617 GLAZING STOP ITEM PART # QUANTITY DESCRIPTION MATERIAL MAIN. /SUPPLIER/REMARKS I CGI -373 4 FRAME 6063 -T6 INDALEX DR EQUIV. 2 CGI -378 4 VENT (5/16' LAN. GLASS) 6063 -T6 INDALEX OR EQUIV. 2A CGI-374 4 VENT (3/16' 1. 1/4' GLASS) 6063 -T6 INDALEX DR EQUIV. 23 - 4 VENT (3/4' INSUL GLASS) 6063 -T6 INDALEX DR EQUIV. 2C CGI -385 4 VENT (7/16' LAN. GLASS) 6063 -T6 INDALEX OR EQUIV. 3 CGI -375 4 GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP -425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q200 X190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 - AS READ. VENT SCREVS 2 20' O.C. LONGER SIDES, 18' O.C. SHORTER SIDES - #10 X 1' SS SMS 8 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREVS - #10 X 1 -1/4' SS SMS •• • • • FRAME CORNER Engr. DR. HUMAYOUN FAROOO STRUCTURES FLA. PE # 16557 r_1.757 .090 TYP. 1.875 .720 4 • • • 000000 •• •• •••••• •••• 000.1 • 000 00 •• L o N 0••. .�+a p oi• ••ar a •••• U Zcc •.r o � • d too W W •• M• • ▪ • • . - 1.438 3. 0 0 z 0 w x z J o.) M N 1 In w W N -1.072 -�+ VENT (3/16" & 1/4" GLASS) 1.875 1.757 -.090 TYP. • I� t .720 1.438 - 1.624 VENT (3/4" INSUL GLASS) r-1.757 -.090 TYP. 1.875 .720 1.438 - -1.347 VENT (7/16" LAM. GLASS) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PRODU ' CO OL DIVISION t BUILDIN CODE COMPLIANCE OFFICE ACCEPTANCE NO.O1-()q l .p` a 04 c o 0 uNuj co co z to rn 0 c 1° UM� 0 co Zo�v 0 m c 0 y. 0 tn 0 .0 0 0 0 c 1 N a 03_ Y ) drawing no. w99 -10 sheet 2 of 6 • • 0▪ 00000 • 00000 • • 000000 ••••• • • 00000 • • •••.••• • • 000000 •• • 000000 • • • • • • ••••• • •••. •.•..• ••••• ••••• •• • • • • • •e • • • • • • ••• • ••••• • • • •. • • • 3 .. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED ' REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS .WINDOW DIMS. GLASS TYPE '2' s'TY-P GLASS TYPE '6' WIDTH HEIGHT EXT. (+) I NT. ( -) EXT: f +7' TNT. -(:).-EXT. ( +) 1NT. ( -) 24° 30" 36" 42° 48" 54" 60" 36" 110.0 145.5 110.0 157.5 110.0 1 195.8 104.3 104.3 110.0 144.0 110.0 i 156.6 82.5 82.5 110.0 120.0 110.0 130.5 67.7 67.7 110.0 120.0 110.0 120.0 58.5 58.5 110.0 120.0 110.0 120.0 52.0 52.0 110.0 115.1 110.0 120.0 46.6 46.6 102.7 102.7 110.0 120.0 24° 30" 36" 42" 48" 54 "_ X60" 42" 110.0 127.2 110.0 157.5 110.0 193.6 86.7 86.7 110.0 144.0 110.0 156.6 67.7 67.7 110.0 120.0 110.0 120.0 68.7 68.7 \ 102.9 102.9 \ X96.9 111.9 60.6 60.6 102.9 102.9 96.9 111.9 54.3 54.3 92.6 92.6 96.9 111.9 48.1 48.1 81.7 81.7 90.0 90.0 24" 30' 36° 42" 48" 54" 60" 48" 110.0 111.2 110.0 157.5 110.0 184.4 74.5 74.5 110.0 120.0 "110.0 120.0 58.5 58.5 110.0 120.0 110.0 120.0 60.6 60.6 102.9 102.9 96.9 111.9 54.2 54.2 90.0 90.0 84.8 97.9 48.9 48.9 78.6 78.6 90.0 90.0 44.1 44.1 69.6 69.6 90.0 90.0 24" 30" 36" 42" 48" 54" •60" 54" 103.8 103.8 110.0 154.3 110.0 177.8 66.0 66.0 110.0 120.0 110.0 120.0 52.0 52.0 110.0 115.1 110.0 120.0 54.3 54.3 92.6 92.6. 96.9 111.9 48.9 48.9 . 78.6 78.6 904 90.0 44.9 4.4.9 68.4 68.4 80.0 80.0 40.7 40.7 60.4 60.4 80.0 80.0 24" 30' 36" 42" 48" 64" 60" 60" 100.8 100.8 110.0 120.0 110.0 120.0 59.8 59.8 110.0 120.0 110.0 120.0 46.6 46.6 102.7 102.7 110.0 120.0 48.1 48.1 81.7 81.7 90.0 90.0 44.1 44.1 69.6 69.6 90.0 , 90.0 40.7 40.7 60.4 60.4 80.0 80.0 - - - - 70.0 70.0 24" 30" 36' 42" 48" 54° • • 60" 56" 93.0 93.0 110.0 120.0 110.0 120.0 57.8 57.8 110.0 120.0 110.0 120.0 41.4 41.4 90.0 90.0 90.0 90.0 43.5 43.5 74.4 74.4 90.0 90.0 40.3 40.3 62.4 62.4 90.0 90.0 - - - • - 70.0 70.0 - - - - 70.0 70.0 ;24" :30" • e 36" • • 42° • 48" • ' 60" a 63" 66" 87' 72" 91.9 91.9 110.0 120.0 110.0 120.0 53.5 53.5 110.0 120.0 110.0 120.0 38.4 38.4 89.2 89.2 90.0 90.0 39.2 39.2 68.2 68.2 90.0 90.0 35.5 35.5 56.8 56.8 90.0 90.0 - - - - 70.0 70.0 - - - - 68.6 68.6 - - - - 65.5 65.5 - - - - 50.0 50.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR. INSTALLATION DETAILS. Tfl1DOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) I NT. ( -) 24" 30" 36" 42' 60' 81" _ 78 91.3 91.3 110.0 120.0 110.0 120.0 51.7 51.7 90.0 90.0 90.0 90.0 35.5 35.5 82.7 82.7 90.0 90.0 34.8 34.8 64.6 .64.6 90.0 90.0 •- - - - 70.0 70.0 - - - - 50.0 50.0 24" 30" 36' 57" 75' ' . 84° 85.6 85.6 110.0 120.0 110.0 120.0 49.3 49.3 90.0 90.0 90.0 90.0 33.4 33.4 81.0 81.0 90.0 90.0 - - - - 70.0 70.0 - - - - 50.0 50.0 24" 30' 36° 51" 56" 96' 78.1 78.1 110.0 120.0 110.0 120.0 46.9 46.9 90.0 90.0 90.0 90.0 31.7 31.7 76.8 76.8 90.0 90.0 - - - - 70.0 70.0 - - - - 50.0 50.0 24" 30" 36' 45' 64" 108" 59.0 59.0 90.0 90.0 90.0 90.0 44.9 44.9 90.0 9^.O 90.0 90.0 - - - - 70.0 70.0 - - - - 70.0 70.0 - - - - 50.0 50.0 24" 39' 54" 120" 45.6 45.6 . 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 - - - - 50.0 50.0 36' 48' 132' - - 70.0 70.0 - - - - 50.0 50.0 33' 45" 144" - - - - 70.0 70.0 - - - - 50.0 50.0 30` 39° 156° - - - - 70.0 70.0 - - - - 50.0 50.0 e -, 7 -73,2_ WINDOW LENGTH WDW. WIDTH WINOOW LENGTH NOTE- WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS F WDW. WIDTH WINOOW LENGTH NOTE- WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. , GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 19 -1/8" 26-1/2" 37" 53 -1 /8" - 26 110.0 157.5 110.0 157.5 110.0 210.0 110.0 157.5 110.0 157.5 110.0 180.7 110.0 123.0 110.0 157.5 110.0 180.7 86.4 86.4 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 53 -1/8" 38 -3/8" 110.0 157.5 110.0 157.5 110.0 210.0 110.0 114.2 110.0 157.5 110.0 177.3 73.5 73.5 110.0 116.8 110.0 120.0 49.8 49.8 106.0 106.0 106.1 120.0 19-1/8" 28-1/2' 37" 53-1/8" 50 -5/8" 110.0 157.5 110.0 157.5 110.0 210.0 88.1 88.1 110.0 120.0 110.0 120.0 54.2 54.2 110.0 116.8 110.0 120.0 47.3 47.3 75.1 75.1 85.3 85.3 19 -1/8" 26 -1/2' 37" 53 -1/8" 63° 110.0 157.5 110.0 157.5 110.0 204.6 74.8 74.8 110.0 120.0 110.0 120.0 42.8 42.8 93.1 93.1 110.0 120.0 39.4 39.4 58.3 58.3. 81.3 81.3 19-1/8" 26 -1/2" 37" 53 -1/8" 74-1/4° 110.0 120.0 110.0 120.0 110.0 120.0 69.7 69.7 110.0 120.0 110.0 120.0 35.9 35.9 82.9 82.9 90.0 90.0 - - - - 70.0 70.0 1- z x 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB 1/8" ANN. GLASS GE -1200 SILICONE 5/16" NOMINAL GLASS TYPE '2' 3/16° d } z x 3/16' ANi4:- 1;_ASS .090 INTERLAYER SAFLEX PVB `< 3/16" ANN. MASS GE-1260) SILICD4 d t1Tht,J o_ rn U rn J zW if O ° N I H },_ N Q. -c4 w Q Ix 0 O � L1,n •• • ••. toias, • • W •r.8•• • • elf . 3 t') • •• • ••• •• • ••• .•• •• . • • • 1 1NAL : GLASS TAI; :` HEAT STREN'D GLASS .090 INTERLAYER SAFLEX PVB 3/16" HEAT STREN'O GLASS >KSILIC0NE GE -1200 7/16" NOMINAL GLASS TYPE '6' Engr. OR. HUMAYOUN F.4R000 STRUCTURES FLA. PE 19 16557 OC 4 2001 AFFROVED AS COMPLYING Lh1TH THE SOUTH FLORIDA BUILDIP ODE DAE 1 5 G 6'f Li/.._...:_ . PROD g CT ONTROL DIVISION' BUILD r CODE COMPUAHCE • FICE ACCEPTANCE t i r-,O,1 W o • • Z tr •0• w • )-• • • • • m t0 0, m 0 Z N t Z c p(_ Vr,1 r° V . A Z � 0 O co PJ- Uhf vi c 0 .0, S a} 0 0. 0 N a .o d 0 0 a O 0 0 m dr. by HAMIO a u drawing no. W99 -10 sheet 3 of 6 • • 0000•• • • •••••• • • • •6•••• ••••• e • • • • • •••••• • • • 0000•• •• • • • • • • •0j600 •• •• e • 000••0 .0••• • 0000 ••0.6* • •••••• • • • • • '•▪ . • • • • • • ••O 1 • ••1 ••.S.. • • . • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS • NO SHUTTERS REQUIRED •REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS 1IIND0W DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 24" 30" 36' 42" 48" 54" 60° 36" 110.0 157.0 110.0 195.8 110.0 112.6 110.0 156.6 89.0 89.0 110.0 130.5 73.1 73.1 110.0 120.0 63.1 63.1 110.0 120.0 56.1 56.1 110.0 120.0 50.3 50.3 110.0 120.0 24" 30" 36" 42" 48" 54" 60" 42" 110.0 137.3 110.0 193.6 93.6 93.6 110.0 156.6 73.1 73.1 110.0 120.0 74.8 74.8 96.9 111.9 66.0 66.0 96.9 111.9. 59.1 59.1 96.9 111.9 52.5 52.5 90.0 90.0 24" 30" • 36" 42" 48° 54" 60' 48" 110.0 120.0 110.0 184.4 80.5 80.5 110.0 120.0 63.1 63.1 110.0 120.0 66.0 66.0 96.9 111.9 59.0 59.0 84.8 97.9 53.2 53.2 90.0 90.0 48.0 48.0 90.0 90.0 24" 30` 36° 42" 48" 54" 60" 54" 110.0 112.0 110.0 177.8 71.2 71.2 110.0 120.0 56.1 56.1 110.0 120.0 59.1 59.1 96.9 1.11.9 53.2 53.2 90.0 90.0 48.9 48.9 80.0 80.0 44.3 44.3 80.0 80.0 24" 30" 36" 42' 48" 54" 60" 108.8 108.8 110.0 120.0 64.5 64.5 110.0 120.0 50.3 50.3 110.0 120.0 52.5 52.5 90.0 90.0 48.0 48.0 90.0 90.0 44.3 44.3 80.0 80.0 24" 30" 36" 42" 48" 66" 100.4 100.4 110.0 120.0 62.4- 62.4 110.0 120.0 44.7 44.7 90.0 90.0 47.4 47.4 90.0 90.0 43.9 43.9 90.0 • 90.0 be ' • 24" • • 30" '•: '35" ' • 42" r • 48" 72" 99.2 99.2 110.0 120.0 57.7 57.7 110.0 120.0 41.4 41.4 90.0 90.0 42.7 42.7 90.0 90.0 38.6 38.6 90.0 90.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DBMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1 1NT. ( -) 24" 30" 36' 42" 78" 98.6 98.6 110.0 120.0 55.8 55.8 90.0 90.0 38.3 38.3 90.0 90.0 37.9 37.9 90.0 90.0 24" 30' 36" 84' 92.4 92.4 110.0 120.0 53.2 53.2 90.0 90.0 36.0 36.0 90.0 90.0 24" 30" 36" 96" 84.3 84.3 110.0 120.0 50.6 .50.6 90.0 90.0 34.2 34.2 90.0 90.0 24" 30" 108" 63.7 63.7 90.0 90.0 48.5 48.5 90.0 90.0 24' 120" 49.2 49.2 90.0 90.0 19 -1 /8" 26-1/2" 37" 53 -1/8" 26" 110.0 170.0 110.0 210.0 110.0 166.2 110.0 180.7 110.0 132.7 110.0 180.7 93.2 93.2 110.0 120.0 19 -1/8' 26 -1/2" 37" 53 -1/8" 38 -3/8' - 110.0 170.0 110.0 210.0 110.0 123.3 110.0 177.3 79.2 79.2 110.0 120.0 53.7 53.7 106.1 120.0 19 -1/8" 26-1/2" 37" 53 -1 /8" • 50 -5/8" 110.0 170.0 110.0 210.0 95.1 95.1 110.0 169.7 58.5 58.5 - 110.0 120.0 51.6 51.6 85.3 85.3 19 -1/8" 26 -1/2" 37" 53-1/8' 63" 110.0 170.0 110.0 204.6 80.8 80.8 110.0 120.0 46.2 46.2 110.0 120.0 42.9 42.9 81.3 81.3 19 -1/8' 26-1/2" 37' 74-1/4' 110.0 120.0 - -110.0 - 120.0 75.2 75.2 110.0 120.0 38.8 38.8 90.0 90.0 WOW. WIDTH WINDOW LENGTH //p, • / / /// MOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 1/8" TEMP. GLASS 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB 1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' 1/8" TEMP. GLASS 1/8" TEMP. GLASS .090 INTERLAYER SAFLEX PVB 1/8" TEMP. GLASS GE -1200 SILICONE 091111* 41 3/4" INSULATED GLASS TYPE '3A' GE -1200 SILICONE SEE SHEETS 5 & 6 FOR ANCHORS Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 CT 4 2001 Z CO CO r•••• cri ZW tj CD 0 N r--� c13 H U `v d .=o • O • • •• • n.• •• . • ••a • • • p •••�• • • • . z �• . • • • r �. Z•"� •. ,1 •••••"Di, w N o •• I •• • • ¢ • w `y.� 40 c5 r . APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA. I ��. II) BY P1G'111�1TI 'L PRODU ' T CONTROL DIVISION BUILD IG = •E COMPLIANCE OFFICE ACCEPTANCE NO01- C t 5c.01 c Z c tD FA cNi Ft°ri U rn mow_ o 0 03:5 1 c c 0 cn -i c 0 0 h QJ CHART REV, PER BCCO COMMENTS "C; v 0 • 0 0 a et 0 e 9 0 L drawing no. wss -1 o sheet 3A of 6 • •••.•• • • ••.••• • • • •••••• • •.•.• • • •••••• • • • • • • • • ••�• ••. r•••�• •••• • • �... ••••• '' •• • • • • • •• • • • ■ • EXTRUDED GLAZING BEAD OPTIONAL 1/4" ANN. GLASS GE -1000 SILICONE 1/4" NOMINAL GLASS TYPE '4' 3/16' ANN. GLASS 3/16" ANN. GLASS GE -1000 SILICONE 3/4" OVERALL INSUL. ANN. ALT. GLASS TYPE '4A' ROLL FORMED GLAZING BEAD 3/16' TEMP. GLASS GE -1000 SILICONE 3/16" NOMINAL GLASS TYPE '5' PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '4A' GLASS TYPE '5' &'5A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. (+) 1NT. ( -) 24" 30" 36' 42° 48" 54' 60" 36" 92.5 92.5 92.5 92.5 110.0 195.8 74.0 74.0 74.0 74.0 110.0 156.6 61.7 61.7 61.7 61.7 110.0 130.5 61.7 61.7 61.7 61.7 110.0 130.5 61.7 61.7 61.7 61.7 110.0 130.5 61.7 61.7 61.7 61.7 110.0 130.5 57.7 57.7 61.7 61.7 110.0 130.5 24" 30" 36° 42" 48" 54' 42' 91.5 91.5 91.5 91.5 110.0 193.6 74.0 74.0 74.0 74.0 . 110.0 156.6 _61.7 61.7 61.7 61.7 110.0 130.5 52.9 52.9 52.9 52.9 96.9 111.9 52.9 52.9 52.9 52.9 96.9 111.9 52.9 52.9 52.9 52.9 96.9 111.9 24' 30' 36" . 42" 48" 48' 87.1 87.1 87.1 87.1 110.0 184.4 74.0 74.0 74.0 74.0 110.0 156.6 61.7 61.7 61.7 61.7 110.0 130.5 52.9 52.9 52.9 52.9 96.9 111.9 46.3 46.3 46.3 46.3 84.8 97.9 24° • , • • • a'0" S6" 1 :..42 54" 84.0 84.0 84.0 84.0 110.0 177.8 72.4 72.4 72.4 72.4 110.0 153.2 61.7 61.7 61.7 61.7 110.0 130.5 52.9 52.9 52.9 52.9 96.9 111.9 • , • ,. • • • 3/16' TEMP. GLASS 3/16' TEMP. GLASS GE -1000 SILICONE 3/4" OVERALL INSUL. TEMP. ALT. GLASS TYPE '5A' PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 5 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '4A' GLASS TYPE '5'&'5A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1 NT. ( -) EXT. ( +) 1NT. ( -) 24" 30" 36" _ ._ 60" 81.7 81.7 81.7 81.7 110.0 172.9 69.7 69.7 69.7 69.7 110.0 147.5 57.7 57.7 61.7 61.7 110.0 130.5 24" 30" 66" 79.9 79.9 79.9 79.9 110.0 169.0 67.6 67.6 67.6 67.6 11'0.0 143.2 24" 30" 72° 78.4 78.4 78.4 78.4 110.0 166.0 64.4 64.4 66.0 66.0 110.0 139.8 24" 78" 77.2 77.2 77.2 77.2 110.0 163.4 24" 84" 76.2 76.2 76.2 76.2 110.0 161.3 24° 96° 74.7 74.7 74.7 74.7 110.0 158.1 19 -1/8" 26-1/r 37" 53 -1/8' - 26" 110.0 116.1 110.0 116.1 110.0 210.0 • 85.4 85.4 85.4 85.4 110.0 180.7 85.4 85.4 85.4 85.4 110.0 180.7 79.9 79.9 79.9 79.9 110.0 169.0 19 -1/8' 26-1/2" 37" 53-1/8" 38 -3/8" 109.2 109.2 • 109.2 109.2 110.0 210.0 83.8 83.8 83.8 83.8 110.0 177.3 60.0 60.0 - 60.0 60.0 110.0 127.0 57.9 • 57.9 57.9 57.9 107.1 123.7 19 -1/8° 26 -1/2' 37" 50 -5/8' 101.1 101.1 101.1 101.1 110.0 210.0 80.2 80.2 80.2 80.2 • 110.0 169.7 60.0 60.0 60.0 60.0 110.0 127.0 19 -1/8" 26 -1/2" 37" 63" 96.7 96.7 96.7 96.7 110.0 204.6 74.9 74.9 74.9 74.9 110.0 158.6 53.6- 53.6 60.0 60.0 110.0 127.0 19 -1/8" 26 -1/2" 74 -1/4" 94.1 94.1 94.1 94.1 110.0 199.2 72.0 72.0 72.0 72.0 110.0 152.5 Engr. DR. HU1 AYOUN FAROOQ STRUCTURES FL A. PE If 16557 OCT 4 2001 • • .. D: .i Z ,- M S •• .• ••••CV•o C23 • a ••• • z v1 =•; • fee '.' •c9 r7 . • •' �.E C•4 m • • • • 0 0 rn ro°' Z co 0 O N N 0. 1- .0 WO V Q ••• O • • v • • Q . 4 • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDIN ODE DA BY ✓l/.�� /!�_' PROD T • NTROL DIVISION BUILDI CODE COMPLIANCE OFFICE ACCEPTANCE NO01. -(CIl7 -01 n: cc 0 6 (n cc Z C ca rn ON,'V ti)�w 0 03 UhMp .• FAX. (305) 593 -6592 0 0 m '5 ` 0 O 0 O 0 m U ante: 02 -19 -99 1 po i 0 1 • • •••••• • • • • 00000 • • 000 • • 000 0" • • 000 0" • • • 000000 •• • • • •� • •• • • • • • • • • • •••••• • •• •• • • • • •••• • • • ••• • •••••• drawing no. w99 -10 (sheet 4 of 6 (sheet 5 of 6.) • • 3/16' OR 1/4' TAPCDN INSTALLATION CONDITIONS (APPLIES TO ALL FOUL SIDES) FOR ANCHOR PERFORMANCE: VALUES SEE SHEET 6 1 3/8' INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MIMI,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 3/16' OR 1/4' TAPCDN SEALANT INSTALLATION TYPE '2' L 2 1/8' MIN. WOOD BUCK TYPE '2' MATER &AL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 3/16' TAPCONS, 1 -3/8'• EMBED 1/4' TAPCDNS, 1 -1/2' EMBED •• • • 0 ••• • • •• • • • •• • • • . • •• 0....; • .. • •••• • • 00;00• ••...• • • . • • SEALANT 4... Qv ;, :o X Xi Nvr ovNT •. • BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8' WOOD BUCK TYPE '3' MA RA• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 3/16' TAPCONS, 1 -3/8' EMBED 1/4' TAPCDNS, 1 -1/2' EMBED SEALANT s a.: Qv. • ° BUCK INSTALLATION 8Y OTHERS • INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MA PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. z m' n. CD rn zW O ta • U N n" •o • -� • •: • •c'41• 4.. • • • I j cc N. ••••4 w,•m • tp •••• o 5 Q d•F • • ••• J .-. •••• W W U o 0000000 0Z • r W N • • at• •• #10 SMS ATTACHMENT TO }APPROVED MULLIONS Engr. DR. HUUAYOUN FAROOO STRUCTURES FLA. PE f 16557 OCT 4 2001 APPROVED AS COMPLYING WITH THE DATE UL 8Y l [[1Dr�BlLgjDE PRODU T C• -OL DIVISION BUILDING CODE COMPLIANCE 0 ICE ACCEPTANCE NOO I- OR 1$ 431 0 z 3 0 w LT_ z_ Q m M N I j w E2 w cn C) r) 0' 0 In Z o Lai (n w C9 � z c „ rn N;;; 0 . al z'8 O 00 -J N 0 m 0 O O 0 c 0 data: 02 -19 -99 0 u • V 1 i drawing no. W99 -10 • • •••••0 • • 0.00.0 • • • •0000• ••••• • • ••••• • • •••••• • • •••••• • • • •NN• . • • • • • • 0000• • •• • ••••• • •••• ••••• • •••••• •• • • • • • • •• • • • • ••� • ••, • •• • • • ••• • • • ••. •••• • )• • •••. ••• •••o,• oo ••. • • • • • • • • • PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET 5 FOR DETAILS - WINDOW DIMS. ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'C' WIDTH HEIGHT 24' 30' 36' 42' 48° 54' 60' 36" 198.0 220.0 220.0 158.4 189.6 220.0 132.0 158.0 184.0 105.6 1226.4 147.2 132.0 158.0 184.0 113.1 135.4 157.7 99.0 118.5 138.0 24' 30' 36' 42' 48° 54' 60' 42' 158.4 189.6 220.0 126.7 151.7 176.6 105.6 126.4 147.2 90.5 108.3 126.2 113.1 135.4 157.7 97.0 116.1 135.2 84.9 101.6 118.3 24' 30' 36' 42' 48' 54' 60' 48' 198.0 220.0 220.0 158.4 189.6 220.0 132.0 158.0 184.0 113.1 135.4 157.7 99.0 118.5 138.0 84.9 101.6 118.3 74.3 88.9 103.5 24° 30' 36' 42' 48' 54' 60' 54' 169.7 203.1 220.0 135.8 162.5 189.3 113.1 135.4. 157.7 97.0 116.1 135.2 84.9 101.6 119.3 • 75.4 90.3 105.1 66.0 79.0 92.0 24° 30° 36' 42' 48' 54' 60' 60' 148.5 177.8 207.0 118.8 142.2 165:6 99.0 118.5 138.0 84.9 101.6 118.3 74.3 88.9 103.5 66.0 79.0 92.0 59.4 71.1 82.8 24' 30' 36' 42' 48' 54' 60' 66' 176.0 210.7 220.0 140.8 168.5 196.3 117.3 140.4 163.6 100.6 120.4 140.2 88.0 105.3 122.7 78.2 93.6 109.0 70.4 84.3 98.1 24' 30' ••• 36' • 42' • •; 48' • • 54' • 60' 72' 158.4 189.6 220.0 126.7 151.7 176.6 105.6 126.4 147.2 90.5 108.3 126.2 79.2 94.8 110.4 70.4 84.3 98.1 63.4 75.8 88.3 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE 'C' WIDTH 'HEIGHT 24' 30' 36' 42' 48' 54' 60' 66' 72' 78' 19 -1/8• 26 -1/2' 37' 53 -1/8' 144.0 172.4 200.7 220.0 115.2 137.9 160.6 175.5 96.0 114.9 133.8 191.5 82.3 98.5 114.7 220.0 72.0 86.2 100.4 78° 64.0 76.6 89.2 57.6 68.9 80.3 52.4 62.7 73.0 48.0 57.5 66.9 44.3 53.0 61.8 24' 30' 36' 42' 48' 54'. 60' 66' 72' 84' 165.0 197.5 220.0 132.0 158.0 184.0 110.0 131.7 153.3 94.3 112.9 131.4 82.5 98.8 115.0 73.3 87.8 102.2 66.0 79.0 92.0 60.0 71.8 83.6 55.0 65.8 76.7 24' 30' 36' 42' 48' 54' 60' 66' 72' 96' • 141.4 169.3 197.1 113.1 135.4 157.7 94.3 112.9 131.4 80.8 96.7 112.7 70.7 84.6 98.6 62.9 75.2 87.6 56.6 67.7 78.9 51.4 61.6 71.7 47.1 56.4 65.7 24' 30' 36' 42' 48' 54' 60' 108' 148.5 177.8 207.0 118.8 142.2 165.6 99.0 118.5 138.0 .84.9 101.6 118.3 74.3 88.9 103.5 - 66.0 79.0 92.0 59.4 71.1 82.8 24' 30' 36' 42' 48' 54' 120' 154.0 184.3 214.7 123.2 147.5 171.7 102.7 122.9 .1 143.1 88.0 105.3 122.7 77.0 92.2 107.3 68.4 81.9 95.4 24' 30' 36' 42' 48' 132' 158.4 189.6 220.0 126.7 151.7 176.6 105.6 126.4 147.2 90.5 108.3 126.2 79.2 94.8 110.4 24' 30' 36' 42' 48' 144' 144.0 172.4 200.7 115.2 137.9 160.6 96.0 114.9 133.8 82.3 9B.5 114.7 72.0 86.2 100.4 24' 30' 36' 42' 156' 148.5 177.9 207.0 118.8 142.2 165.6 99.0 118.5 138.0 84,9 101.6 118.3 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'C' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR TYPE 'A' ANCHOR TYPE 'B' ANCHOR TYPE. 'C' WIDTH HEIGHT 19 -1/8• 26 -1/2' 37' 53 -1/8' 26' 220.0 220.0 220.0 214.0 220.0 220.0 175.5 210.0 220.0 160.0 191.5 220.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' 220.0 220.0 220.0 163.2 195.3 220.0 116.9 139.9 162.9 108.4 129.8 151.1` 19 -1/8' 26 -1/2' 37' 53 -1/8' 50 -5/8' 220.0 220.0 220.0 167.1 200.1 220.0 119.7 143.3 166.9 82.2 98.4 114.5 19 -1/8' 26 -1/2' 37' 53 -1/8' 63, 175.4 209.9 220.0 126.6 151.5 176.4 90.7 108.5 126.4 63.1 75.6 88.0 19 -1 /8' 26 -1/2' 37' 53 -1/8' 74 -1/4' 1.91.6 220.0 220.0 138.3 165.5 192.7 99.0 118.5 138.0 69.0 82.6 96.1 • WOW. WIDTH c0a. 0 0 %/ WINDOW LENGTH WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ANCHORS: A = 3/16" TAPCONS INTO 28Y BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. EMBEDMENT THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. MASONRY EMBED B = 1/4" TAPCON$ INTO 28Y BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. WOOD EMBEDMENT C = 1/4" TAPCON THRU WOOD BUCKS INTO MASONRY 1 -1/4" MIN. MASONRY EMBED 110 SMS INTO APPROVED MULUONS TAPCONS AS MANUFACTURED BY ELCO. 0 Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE- j 16557 OCT 4 2001 •• • • • • • • • •' • • • 000000 •• ••• • •••• • • •••• ••0000 • •• • • • • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA s rr�■�� //1 . BY Ad 77J- !_L . •• PROD T • 1TROL DIVISION" BUILDING CODE COMPUANCE OFFICE ACCEPTANCENO.C- 1-ogL$'a 1 flheet 6 of 6 z n a ,z. W `f 0 E- (.3 -cc 7r7 p4 0 n i3■• ' • 8 O ••� C) '••^ z t7 O CD' • '`1 4 I i ww 0 0 Z_ 3 0 W X -J CO N f to w W v c 0 •••• ■• •••• 0 LAj 0 -0 c0 z C to rn o ;,-, 0 . C( ZI'" o Zpa.. e}' � Uhm p 0 rn 3 0 0 • • • •.•• • 0000 •• • ••00• 0000, • •••• • ••0•• -• ••••• • • • 0000•• FAX. (305) 593 -6592 at c 0 0. 0 rn 0 0 a .0 0 0 0 0 0 0 0 ,c CD 0 data: 02 -19 -99 t 0 g • .• ) e • • drawing no• w99 -1 o • ••• •, • • '•• • • •, •• •• ••• • • • • • •• • • • • • • SNUBBER AT IMPACT WINDOWS ONLY GENERAL WINDOW SECTIONS C" 4 FOR GLASS TYPES, REFER TO SHEETS 3, 3A AND 4. VENT WIDTH WINDOW WIDTH EXTERIOR NDOV HEIGH VENT HEIGH 0 INSTRUCTIONS FOR USING THESE CHARTS: STEP 1 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW. STEP .1_2 OBTAIN CAPACITY OF WINDOW /GLASS TYPE FROM APPROPRIATE CHARTS. A) SHEET 3 & 3A FOR IMPACT RESISTANT. B) SHEET 4 FOR NON — IMPACT RESISTANT. STEP 3 SELECT INSTALLATION (ANCHOR) TYPE FROM DETAILS ON SHEET 5 AND CHART ON SHEET 6. THE VALUES OBTAINED FOR WINDOW AND ANCHORS MUST MEET OR EXCEED THE REQUIRED PRESSURES. D.L UPG. 2 1.2' VENT WIDTH WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -2` D.L OPG. Q WW -7` 17" MAX. s` MAX. TYP. / 24° AdAX._�YP._ AT HEAD /SILL CORNERS w 0 AT LONGER 1 SURFACE APPLIED FALSE MUNTINS OPTIONAL AT SHORTER SIDES O TYPICAL ELEVATION FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 SEP 2 8 2001 APPROEED AS COMPLYING WITH TNL SOUTH FLORIDA BUILDING CODE DATE ar Re•Ibtr 22- 19 t PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE RO. 0/-40c/2.07 i z CD O7 ©Q m r., ,i3 N 2 IT O M U a OIn n U� S a 4. oNco C1 • E� � >i0• • • " •••• an- a Z a - '•..•' ■4 WrmF cs 0 a • • • • ••• • • i • .`g• ••• id • • t io G)w in Z = t° os; ot\irj to " Q ON P • • •o • • N • torn • rat • •n • • •• • in 0 0, v W Ei O .a+ 0, d 0 0 0 0 [scale: 1/2" = 1" drawing no. W98 -100 sheet 1 of 6 •• • •• VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. CORNER KEY .060 THICK ST. STEEL 2 5/8' CORNER KEY .052 THICK ALUMINUM 1.000 2075 FRAME GLAZING ST3 TEEM PART # QUANTITY DESCRIPTION MAMMAL AiLNF. /SUPPLIEF /P.EiWr ES 1 CGI -373 4 FRAME 6063 -T6 jINDALEX OR EQUIV. 2 CGI -378 4 VENT (5/16' LAM. GLASS) 6063 -T6 : INDALEX DR EQUIV. 2A CGI -374 4 VENT (3/16' & 1/4' GLASS) 6063 -16 j IN3A.. X OF EQLTv. 2B - 4 VENT (3/4' INSUL GLASS) 6063 -T6 ! 1NDALD: OF. EQUIV. 2C CGI -385 4 VENT (7/16' LAN. GLASS) 6063 -76 IINDALD'. OK EQUIV. 3 CGI -375 4 GLAZING BEAD 6063 -T5 ;INDALD -I mR EQUIV. 4 . - 4 .060 THICK CORNER KEY ALUMINUM i - 5 - 8 .060 THICK CORNER KEY ST. STEEL E - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - ;Si: -LEGEL APTUS 7 Q200 X190 AS READ. VENT WEATHERSTRIPPING - iSCWLr3_L Q -LOA 8 35 -10- 00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL I TRUTH, ATTACH= 10'.' t6. * X .-'Z S? SMS 9 24 -13-00 -202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED V/ (2 OE X 3 /E' .3FC 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL Cal, ATTACHED NV/ C2) #10 :' 3/2' CC 5M *10A 21087 2/ VENT LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL TRUTH, ATTACHED k' (2: *10 I: 3/4` SS SCRS 11 23 -20-00 -101 1 OPERATOR HANDLE STEEL TRUTH, ATTACHED a'/ CE0 *E k' 3 /E' v SMS 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED 'di (2) tE . - /6' SS SI4S 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - I #10 X 1 -1/4' SS SMMS * FOR NON- IMPACT WINDOWS WITH 3/16' ANN. GLASS ONLY FRAME CORNER VENT (5/16° LAM. GLASS) 1.875 1,757 I--A90 TYP. 720 —i L438 1,0721 VENT (3/16" & 1/4" GLASS) lm-- -1.757 .090 TYP. rsa 1.� si 1.438 1.624 VENT (3/4° INSUL GLASS) tom-- 1.757 VENT (7/16° LAM. GLASS) Engr. DR. HUWAYOUN FAF00. STRUCTURES FL&. PE 16557 SEP282001 APPCQYEC xS COMPLYIII'S MITT TEE SOOTI, FLORIOk BUILDIII@ CAE DATE 4 r', r: I., r L. Z40 BT a N csi to 0 0 f co 0 gs. V') 0 Ni co G ct a, • • L ..-• t • E s • •• • • .z• l• a •In • V 1q • m • 6 1 15 ft L.. . L. V) a` • U Z �-2 r h. -J Q i < P to--K4 p.rJ _,4, o Lam+, § - •• • ODUCI COKT(:OL DIVISION BUILDIK6 CODE COMPUABCE OFFM ACCEPT /PCE KO. 0i- /OPT. d3 drawing no MSC -100 sheet 2 of e J • • • 1/8' ANN. GLASS .090 INTERLAYER SAFLEX PVB 1/8° ANN. GLASS GE -1200 SILICONE 5/16" NOMINAL GLASS TYPE '2' 7/16" NOMINAL GJ S '3' d 2 z N 3/16" HEAT STREN'D GLASS .090 INTERLAYER SAFLEX PVB as tyh L,7 40111 1.41.11 3/16" HEAT STREN'D GLASS 7/16" NOMINAL GLASS TYPE '6' GE -1200 SILICONE PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' Y GLAS E `3'_=; GLASS TYPE '6' WIDTH HEIGHT EXT. ( +) 1NT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 167.0 110.0 167.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS DIMS. GLASS TYPE '2' GI;ASS TYPE 3' z, WINDOW EXT. ( +) 1NT. ( -) 110.0 210.0 110.0 145.5 110.0 167.0 110.0 210.0 110.0 113.9 110.0 167.0 110.0 210.0 104.3 104.3 110.0 167.0 110.0 210.0 95.8 95.8 110.0 167.0 110.0 210.0 82.5 82.5 110.0 167.0 110.0 210.0 WIDTH HEIGHT 20" 24" 28" 30" 32" 36" 60" EXT. ( +) 98.8 1NT. ( -) . ( +) 98.8: 110.0 tNT. (-F)„ 167.0 GLASS TYPE '6' EXT. ( +) 110.0 1NT. ( -) 192.6 85.8 85.8 110.0 120.0 110.0 120.0 66.9 66.9 110.0 120.0 110.0 120.0 59.8 59.8 110.0 120.0 110.0 120.0 54.0 54.0 110.0 120.0 110.0 120.0 46.6 46.6 102.7 102.7 110.0 72.2 72.2 110.0 120.0 110.0 120.0 67.7 67.7 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 154.4 110.0 167.0 110.0 210.0 -1-10;0-i-127.2 -140;0- 1-67:0 1-1-0.0 - 210:0- 95.8 95.8 110.0 167.0 110.0 210.0 20" 24" 28" 66" -30"- 32" 86.7 86.7 110.0 167.0 110.0 120.0 169.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 -57:8 57.8 -110.0 1-183- -7100 1-1-8:2 49.6 49.6 110.0 112.2 110.0 112.2 86.7 86.7 110.0 167.0 110.0 210.0 79.3 79.3 110.0 120.0 110.0 120.0 67.7 67.7 110.0 120.0 110.0 120.0 60.2 60.2 110.0 120.0 110.0 120.0 57.2 57.2 110.0 120.0 20" 24° 28° 30" 32" 36° 40" 42" 48" 110.0 130.0 110.0 167.0 110.0 110.0 120.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 110.0 120.0 56.1 56.1 109.3 109.3 109.3 109.3 48.9 48.9 95.3 95.3 95.3 95.3 46.0 46.0 89.8 89.8 89.8 89.8 43.6 43.6 85.0 85.0 85.0 85.0 210.0 110.0 111.2 110.0 167.0 110.0 210.0 82.9 82.9 110.0 120.0 110.0 120.0 20" 24" 78" 280- 52.0 52.0 101.3 101.3 101.3 101.3 43.8 43.8 85.4 85.4 85.4 85.4 38.1 38.1 74.3 _: 74.3 74.3 74.3 74.5 74.5 110.0 120.0 110.0 120.0 67.8 67.8 110.0 120.0 110.0 120.0 24" 415 - 414, , 80 $ 34.! I�rr. 80.8 80.8 68.0 68.0 58.5 58.5 110.0 120.0 110.0 120.0 52.9 52.9 110.0 113.4 110.0 120.0 50.5 50.5 106.4 106.4 110.0 120.0 19 -1/8" 26 -1/2" 26" 37" 110.0 167.0 110.0 167.0 110.0 210.0 110.0 167.0 110.0 167.0 110.0 210.0 110.0 123.0 110.0 167.0 20" 24" 28" 30" 32" 36" 40" 42" 54" 110.0 112.3 110.0 167.0 110.0 210.0 98.0 98.0 110.0 167.0 110.0 191.1 73.9 73.9 110.0 120.0 110.0 120.0 c_19-1/8" 26 1/27_ 38113/8" 110.0 37" 110.0 73.4 167.0 110.0 114.2 11QQ 66.0 66.0 110.0 120.0 110.0 120.0 59.5 59.5 110.0 120.0 110.0 120.0 52.0 52.0 110.0 115.1 110.0 120.0 19 -1/8" 1 X50 -5 /8j 110.0 , 88.1 167,0 . 110.0 210.0 110.0 210.0 73.4 125.8 100.0 88.1 -: 110`0 54.2 54.2 '110.0 167.0 110.0 210.0 120.0.1, 167.0 110.0 120.0 110.0 210.0 110.0 120.0 117.7 \ 110.0 120.0 47.3 47.3 98.6 98.6 110.0 120.0 45.2 45.2 92.6 92.6 110.0 120.0 19-1/8" 26 -1/2" 37" 63" 96.7 96.7 110.0 ` 167.0 110.0 188.5 74.8 74.8 110.0 120.0 110.0 120.0 42.8 42.8 93.1 93.1 110.0 117.0 19 -1/8" 74 -1/4" 26 -1/2" 63.0 63.0 110.0 120.0 110.0 120.0 4.6.6 46.6 90.9 90.9 90.9 90.9 A 761720x j # 517 3i k Ste% 7 -"X ' r j2k' 'A 7 /1� 9(2 '" 3 6 k 'A' 'A7- 222 c 3 9 ;'S 17v )(17k 7_31,3 : DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 r ` J / sEP 2 s 2 f APPROVED AS COMPLYING WITH IRE SOUTH FLORIDA BUILDING CODE DATE 1 • .L, Z2 240 PROD 'CONTROL DIYISIO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE U. i z to h 0 m O 0 m g 13 EL N 1 O O v U a4 O 1n VW "0. Z M o to 0 J«4 O °`1.21- !t:... ••i 0 co I • • • •. r8' • 0) 0 ,i 0 m .0 0, 0 0 N 8 0 M k 0 4 g. drawing no. sheet 3 of 6 • • • • • • • 1/8" TEMP. GLASS 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB 1/8" TEMP. GLASS 1/8' TEMP. GLASS .090 INTERLAYER SAFLEX PVB 1/8" ANN. GLASS 1/8" TEMP. GLASS O`' -1200 . ,I =ONE 4 3/4" INSULATED GLASS TYPE 12A' GE -1200 3/4" INSULATED GLASS TYPE '3A' ILICONE PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A` GLASS TYPE `3A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" ° 36 110.0 190.0 110.0 210.0 20" 24° 28" 30° 32° 36" 98.8 98.8 110.0 192.6 110.0 161.9 110.0 210.0 60 " 85.8 85.8 110.0 120.0 110.0 129.8 110.0 210.0 76.3 76.3 110.0 120.0 110.0 118.9 110.0 210.0 68.1 68.1 110.0 120.0 109.2 109.2 110.0 210.0 61.6 61.6 110.0 120.0 94.0 94.0 110.0 210.0 53.2 53.2 110.0 120.0 82.3 82.3 110.0 120.b 20" 24" 28" 30- 32" 66" 86.7 86.7 110.0 169.0 77.2 77.2 110.0 120.0 73.4 73.4 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 110.0 154.4 110.0 210.0 64.2 64.2 110.0 120.0 1100 137.2 X10,0- 210.0 - 60.6.- -68.5 -110.0 118.2 42" 109.3 109.3 110.0 210.0 56.6 56.6 110.0 112.2 98.8 98.8 110.0 210.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 90.5 90.5 110.0 120.0 56.1 56.1 109.3 109.3 77.2 77.2 110.0 120.0 48.9 48.9 95.3 95.3 68.7 68.7 110.0 120.0 46.0 46.0 89.8 89.8 65.2 65.2 110.0 120.0 43.6 43.6 85.0 85.0 20" 24" 28" 30" 32" 36" 40" 42° 48" 110.0 130.0 110.0 210.0 20" 24" 28° 78" 52.0 52.0 101.3 101.3 110.0 114.3 110.0 210.0 43.8 43.8 85.4 85.4 94.5 94.5 110.0 120.0 38.1 38.1 74.3 74.3 85.0 85.0 110.0 120.0 20" 24" 84" 41.5 41.5 80.8 80.8 77.3 77.3 110.0 120.0 34.9 34.9 68.0 68.0 66.7 66.7 110.0 120.0 19 -1/8" 26 -1/2" 37" 26" 110.0 190.0 110.0 210.0 60.4 60.4 110.0 120.0 110.0 190.0 110.0 210.0 57.5 57.5 110.0 120.0 110.0 140.2 110.0 210.0 20" 24" 28" 30" 32" 36" 40" 42" 54 110.0 112.3 110.0 210.0 19 -1/8" 26 -1/2" 37" 38 -3/8" 110.0 179.3 110.0 210.0 98.0 96.0 110.0 191.1 110.0 130.2 110.0 210.0 84.2 84.2 110.0 120.0 83.7 83.7 110.0 120.0 75.2 75.2 110.0 120.0 19 -1/8" 26 -1/2" 50 -5/8" 110.0 125.8 110.0 210.0 87.9 67.9 110.0 120.0 99.7 99.7 110.0 120.0 59.3 59.3 110.0 120.0 37" 61.8 61.8 110.0 120.0 54.0 54.0 110.0 120.0 19 -1/8" 63" 96.7 96.7 110.0 188.5 51.6 51.6 110.0 120.0 26-1/2" 74.9 74.9 110.0 120.0 37" 48.8 48.8 110.0 117.0 19 -1/8" 26-1/2" 74-1/4" 63.0 63.0 110.0 120.0 46.6 46.6 90.9 90.9 Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 47' SEP 2 8 2001 •. .• • 'r • APPROVED AS COMM HUTH THE SOWN FLORIDA BOUND CODE DATE !%J S r Z 2 200119 BY PRO CONTROL DIVISION BUILDING CODE MIMPIJANCE OFFICE ACCEPTANCE O. .•e w • < ▪ • w g 0 J N j 00 ) N Z - c w ZOg • vn1 0 9i • • • . . • 0 ,.m 5 0 0 rte.' 0 0 0 0 m 8 4 drawing no. W98 -100 sheet 3A of 6) EXTRUDED GLAZING BEAD OPTIONAL 1/4" ANN. GLASS GE -1000 SILICONE 1/4" NOMINAL GLASS TYPE `4' 3/16° ANN. GLASS 3/16° ANN. GLASS ROLL FORMED GLAZING BEAD 3/16" TEMP. GLASS 3/16" TEMP. GLASS 3/16" TEMP. GLASS GE -1000 GE -1000 GE -1000 SILICONE SILICONE SILICONE 1 3/4" OVERALL INSUL. ANN. ALT. GLASS TYPE '4A' 3/16" NOMINAL GLASS TYPE '5' 3/4" OVERALL INSUL. TEMP. ALT. GLASS TYPE '5A' PERFORMANCE VALUES OF NON- IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF NON - IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '4A' GLASS TYPE '5' & '5A' WINDOW DIMS. GLASS TYPE '4' GLASS TYPE '4A' GLASS TYPE '5' & '5A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1 NT. ( -) 20° 24" 28" 30" 32° 36" 40" 42" 36" 110.0 167.0 110.0 190.0 110.0 210.0 110.0 161.9 110.0 161.9 110.0 210.0 110.0 138.8 110.0 138.8 110.0 210.0 110.0 127.6 110.0 129.5 110.0 210.0 110.0 117.4 110.0 121.4 110.0 210.0 . 100.6 100.6 110.0 107.9 110.0 210.0 20" 24° 28° 30" 32" 36" 60" 98.8 98.8 98.8 98.8 110.0 192.6 85.8 85.8 85.8 85.8 110.0 167.2 76.7 73.0 76.7 76.7 73.0 73.2 76.7 110.0 149.6 73.2 110.0 142.7 66.2 66.2 70.2 70.2 110.0 136.8 57.7 88.6 88.6 110.0 97.1 110.0 189.4 83.9 83.9 110.0 92.5 110.0 180.4 20" 24" 28" 30" 32" 36" 40" 42" 110.0 154.4 110.0 154.4 110.0 210.0 42" 110.0 137.2 110.0 137.2 110.0 _2.10 0 110.0 117.0 110.0 118.9 110.0 210.0 20" 24" 28° -30" 32" 66" 86.7 .57.7 65.3 1:6.7 86.7 73.4 73.4 73.4 64.8 86.7 73.4 110.0 110.0 110.0 126.3 169.0 143.2 64.2 64.2 64.2 64.2 110.0 125.2 -606 57.5 57.5 57.5 57.5 - 1 -1-0:-0 110.0 112.2 105.8 105.8 110.0 111.0 110.0 210.0 96.5 96.5 110.0 104.1 110.0 202.9 83.9 83.9 110.0 92.5 110.0 180.4 75.5 75.5 109.4 83.3 110.0 162.3 72.1 72.1 106.0 79.3 110.0 154.6 20" 24" 28" 30" 32" 72" 66.4 66.4 66.4 66.4 110.0 129.4 56.1 56.1 56.1 56.1 109.3 109.3 48.9 48.9 48.9 48.9 95.3 95.3 46.0 46.0 46.0 46.0 89.8 89.8 43.6 43.6 43.6 43.6 85.0 85.0 20" 24" 28" 30" 32° 36" 40" 42" 48" 110.0 130.0 110.0 130.0 110.0 210.0 110.0 114.3 110.0 114.3 110.0 210.0 100.2 100.2 103.8 103.8 110.0 202.4 20° 24" 28" 78" 52.0 52.0 52.0 52.0 101.3 101.3 43.8 43.8 43.8 43.8 85.4 85.4 38.1 38.1 38.1 38.1 74.3 74.3 90.7 90.7 99.8 97.1 110.0 189.4 83.3 83.3 96.5 91.1 110.0 177.6 73.4 73.4 91.5 80.9 110.0 157.8 66.6 66.6 88.2 72.8 110.0 142.0 63.8 63.8 87.1 69.4 110.0 135.3 20" 24" 19 -1/8" 26 -1/2" 37" 84" 41.5 41.5 41.5 41.5 80.8 26" 34.9 34.9 34.9 110.0 167.0 110.0 110.0 167.0 110.0 34.9 210.0 203.0 68.0 110.0 110.0 80.8 68.0 210.0 210.0 110.0 145.4 110.0 145.4 110.0 210.0 20" 24" 28" 30" 32" 36" 40" 42" 54" 110.0 112.3 110.0 112.3 110.0 210.0 98.0 98.0 98.0 98.0 110.0 191.1 88.2 88.2 88.2 88.2 110.0 172.0 19-1/8" 26 -1/2" 37" 38 -3/8" 110.0 167.0 110.0 179.3 110.0 210.0 110.0 137.5 110.0 137.5 110.0 210.0 89.9 89.9 110.0 98.5 110.0 192.1 80.2 80.2 84.4 $4.4 110.0 164.7 73.8 73.8 81.2 80.9 110.0 157:8 64.6 64.6 76.2 71.9 110.0 140.3 19-1/8" • 26-1/2" 37° 50 -5/8 110.0 '125.8 110.0 125.8 110.0 210.0 99.7 99.7 99.7 67.8 67.8 83.1 59.5 59.5 72.6 64.8 110.0 126.3 57.3 57.3 71.3 61.7 110.0 120.3 19 -1/8" 26 -1/2" 37" 63" 96.7 96.7 96.7 99.7 74.7 96.7 110.0 194.5 110.0 145.6 110.0 188.5 74.9 74.9 74.9 74.9 110.0 146.1 53.6 53.6 60.0 19 -1/8" 26-1/2" 74-1/4" 63.0 63.0 63.0 60.0 63.0 110.0 117.0 110.0 122.9 46.6 46.6 46.6 46.6 90.9 90.9 • • Engr. DR. HUMOUR FAROOQ APPROVED AS COMPLYING WITH THE t FLA. #� 6557 SOUTH FLORIDA BUILDING CODE £ DATE NBCrn61( 22�202119__ ODU T CONTROL DIYIS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 41- 1062.63 z O° dci Ow fg ( N. W O'Z >'� co 0 S< a_' N• • • to M••• • • 14, Ly g Y. • • • • • • • • ii •• . ••• i •�yq•• g1'0: 'a 0 1 • .. • q/ 1', 1 w •s'}� N c •, 0 Cco a � OT43r� co Of re) O3t IZ A w Za �t IC rA cu V n 0 .' 0 a avi A 0 0 0 CO b5 v drawing no. W98 -100 (sheet 4 of 6 • • •. • • • • • • •• • 3/16' DR 1/4' TAPCDN SEALANT 4 INSTALLATION TYPE '1' INSTALLATION CONDITIONS (APPLIES TO ALL F9UR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET B 1 3/8' 21/8' WOOD BUCK TYPE '1' J012191„,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 3/16' DR 1/4' TAPCDN SEALANT 4 INSTALLATION TYPE '2' 2 1/8' MIN. WOOD BUCK TYPE '2' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 1/4' DIA. TAPCDNS 1 -1/2' MIN. WOOD PENETRATION SEALANT • ° av' • ° vv ••'a °4. . • _ 4 ° BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 1/4' DIA. TAPCDNS 1 -1/2' MIN. WORD PENETRATION SEALANT ___.-...r Iii 0 \TAMP" ,g,,k . N T/ • • ° v ° c • d 4 BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' MIN. WOOD BUCK TYPE '4' 1sdATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. #10 SMS •,unnm«n \U %lM l i • • • • • • a °v • .• • 4 ATTACHMENT TO APPROVED MULLION$ Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 SEP 2 8 2001 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE N r LZ toe! 9 PRODUCT CONTROL DIVISI BUILDING CODE COMPLIANCE OFIE ACCEPTANCE Q. 01- 40Z. os z • M w w N • • 0 O iJ w • N C� 0 0 • z 1` N UN • •• • �1 a •,� { O O1 C o. 8 0 O 0 • 8 0 i r—. a, drawing no. W98 -100 sheet 5 of 6 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR 'co REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR 'A' ANCHOR 'B' ANCHOR 'C' WIDTH HEIGHT 20" 24" 28" 30" 32" 36" 40" 42" 36" 210.0 210.0 210.0 198.0 210.0 210.0 169.7 203.1 210.0 158.4 189.6 210.0 148.5 177.8 207.0 132.0 158.0 184.0 113.1 135.4 157.7 105.6 126.4 147.2 20° 24" 28" 30" . 32° 36° 40" 42" 42" 190.1 210.0 210.0 158.4 189.6 210.0 135.8 162.5 189.3 126.7 151.7 176.6 _ 118.8 142.2 165.6 105.6 126.4 147.2 95.0 113.8 132.5 90.5 108.3 126.2 20" 24" 28" 30" " 210.0 210.0 210.0 198.0 210.0 210.0 169.7 203.1 210.0 158.4 189.6 210.0 3-2" 36" 40" 42" 198.-0 148.5 177.8 207.0 132.0 158.0 184.0 118.8 142.2 165.6 113.1 135.4 157.7 20" 24" 28" 30" 32° 36" 40" 42" 54" 203.7 210.0 210.0 169.7 203.1 210.0 145.5 174.1 202.8 135.8 162.5 189.3 127.3 152.4 177.4 113.1 135.4 157.7 - 101.8 121.9 141.9 97.0 116.1 135.2 PERFORMANCE VALUES FOR INSTALLATION OF ANCHORS TYPE 'A' 'B' OR '0' REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHOR 'A' ANCHOR 'B' ANCHOR 'C' WIDTH HEIGHT 20" 24" 28° 30" 32" 36" 60" 178.2 210.0 210.0 148.5 177.8 207.0 127.3 152.4 177.4 118.8 - 142.2 165.6 111.4 133.3 155.3 99.0 118.5 138.0 20" 24" 28" 30" 32" 66" _ 210.0 210.0 210.0 176.0 210.0 210.0 150.9 180.6 210.0 140.8 168.5 196.3 132.0 158.0 184.0 - 20" 24° 28" 30" 32" 72" 190.1 210.0 210.0 158.4 189.6 210.0 135.8 162.5 189.3 126.7 151.7 176.6 118.8 142.2 165.6 20" 24" 28" - 78" 172.8 206.8 210.0 144.0 172.4 200.7 123.4 147.4 172.1 20" 24" 198.-0 210.0 210.0 &1" 165.0 197.5 210.0 19 -1/8" 26 -1/2" 37" 26" 210.0 210.0 210.0 210.0 210.0 210.0 175.5 210.0 210.0 19 -1/8" 26 -1 /2" 37° 38 -3/8" 210.0 210.0 210.0 163.2 195.3 210.0 116.9 139.9 164.7 19 -1/8° 26-1/2" 37" 50 -5/8" 210.0 210.0 210.0 167.1 200.1 210.0 119.7 143.3 168.7 19 -1/8" 26-1/2" 37" 63" 175.4 209.9 210.0 126.6 151.5 178.4 90.7 108.5 127.7 19 -1 /8" 26-1/2" 74 -1 /4" 191.6 210.0 210.0 138.3 165.5 194.8 ANCHORS: AT 6" FROM CORNERS AND 17" 0.C. MAX. SPACING. TYPE `A'= 3/16" TAPCONS THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. MASONRY EMBED 3/16" SELF MILLING (TEKS) SCREWS INTO METAL STRUCTURES TYPE `B'= 1/4" TAPCON$ INTO 2BY BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. WOOD EMBEDMENT TYPE `C'= 1/4" TAPCON� THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. MASONRY EMBED a U • • •• • • • •• • 410 SM$ INTO DADE COUNTY APPROVED MUWONS 414 SMS INTO METAL STRUCTURES TAPCONS AS MANUFACTURED BY ELCO. Engr. DR. HUMAYOUN FAR00Q STRUCTURES FLA. PE 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE : ; ,. r t WD119 BY ODUCT CONTROL DIYISl BUILDING CODE COMPLIANCE OFRE SEP 2 8 2001 ACCEPTANCE NO. D1- 1002.0 3 SERIES -238 • • :.1 m irth ( CD o Zccco, O UNg • • •. • • • • • • drawing no. W98 -100 sheet 6 of 6 4.000 ►1��a1►1►U1'i�1 6.000 J MULUONS CONTAINING TYP CAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 DETERMINE DESIGN LOAD REQUIRED AS PER ASCE 7 FOR PARTICULAR OPENING. USE DADE CDU PROVED GLAZING PRODUCTS MEETING AD8\?E t1441 &EdUIREir{EN'4s.: •°' USE CONNECTION 0.1OL +SS ti4 PRQDUGT APPROV'L -••• ••• •• • • • •• SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN ; IND•FRE I �7i IGN I.DI�•SP FFIED IN STEP. 1 A�01m- • • • • • • • USING AMOHOR HYPES ON' SHEET $, AN t ANdHcla GRAPHS ON SHEt?''2, SELECT A14CHOR'?YPE Ifi11 DEIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED NN STEP 1 ABOVE. ••• • • • • • • • • • • • • • ••• • •• •• ••• • • • • ••• • • • • • • • • ••• • • • • • •• • • • ••.• • • • • • • • • ••• • • THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT uODIXT ftOrparf..4 AMER i5ti5iC3E.'41p. 011.-011,`S.,61,„ %EXPIRATION DACE , fi- r• r;.• maim- CODE COMPLIANCE OFFICE RECTANGULAR ALUMJNUM TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2.. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDRIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MULLIONS TO BE ALLOY 6063-T6. •• • • • • • ••• •• • • • Vv.: 0'. HUMAYOUN FARO= 5 TliCTURE FLA. PEi16557••• • • • • • • • •• ••• •• • • • • • • • • • • • • • • • • • • •• • • • • ••• • •• ••• • ,JAN 17 2002 • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • •••• • • • • • • • • • ••••• • • •• • • • •• •• • • ••• • • • ••• i Ifs 3 z 0 N3 S LI 5 0 .18.421 T.H. drawing na. M95 -13A sheet 1 of 3 MULLION LOAD CHART RN 2I 3B d0 MI 66 72 BE TRIBUTARY WIDTH - INCH= TYPE � ANCHORS GLAZI PRRODU�ICT WI VERTICAL MULUON PROD UICCT Ia9AC OAR D1 W2 TRIBUTARY WIDTH = wT + W2 2 ANCHORS TYPE A.B.0 OR 0 — HORIZONTAL fAUUJON GLAZING PRODUCT i PR DUCT GLAZING PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS ID MULLION LOAD CHART .t'•.■-1 S •I 04.20. TUBE mtse ..� ■1111i111.11ill11111■ •■••••• • 111S►vM7111111■1111111111111 LIMEMMEMENNIMMI V \ ■ ■ ■O■ OMM• 31illiiili\`!'�■1111. 11 ■11■■IVMME\ 111 ■10 =1111 1 i 91 3B d0 5B ESE 78 BB TRIBUTARY WIDTH - INCH= ANCHOR LDAD CHART II unialmm ► tl k ILMINEMMICIN I►\Z!►f�Qi�ir!\ I!! RS TYPE A 211 21 40 HQ 61 70 BE TRIBUTARY WIDTH - INCHES .. ••• • • • • • • • • • • .• • • • • • • • • • .. ••• •• • • • •• xg g MULLION LOAD CHART .t.. ALU7 TLBL IC =LL msIXI 91 3B 40 GB 60 72 CB TRIBUTARY WIDTH - INI Arc-!DR LDAD CHART SAZINIK IL I "114°RC TYPE C -t \Ill \la�ii, w� ■ ■� al'I1IIIIT3111 ► \l \t •1■111■ ■11i1f7i7►�e171i■ el\IVIIMI Mwti,1'r111 •••ih ill\ \1111 ■ ■111: \1liil111 1111111111MMEINCIMIRM OIMUUMENINNegiMig . ■ ■ ■ •INN,UM.,' ■ ■ ■1■11MORSi ` 20 BF 42 62 6B 70 BE TRIBUTARY WIDTH - INCHES 117 1•11��t1e�� ► \��s ■i0.on■!■■i1uM■■ 111,1111=11i■\\■■ 111111111lI110•11111O1111,111 111\1117 ■111 ■ ■1111 11111111111111111111111111111111111111112 . !11t•■•••••••••L 11+111111E®®INIZiLMINEN IMUMIIMINEOMMIEN 1111i1i01■111■ WIMINUMEMENUMNIN 111■■211111111∎ 11■a■■ laninitiMMIMMEMINI 2 221 6B w 6 71 TSB MULLION LD ele41,..Leir ALL.l1 'MBE CHART m E' q ID • a • 1 a TRIBUTART WIDTH - IPC1iE3 ANGWDR LDAD G'NART ANCHORS rrrE 0 a IMP11,Not "‘1119111111 111111911 1 1111 ,111 1111111 1111 1111 ,Ql 1111 20 21 42 6B 6B 72 OB TRIBUTARY WIDTH - INCI-ES NOTE: LOAD CHARTS ARE BASED ON RECTANGULAR LOAD DISTRIBUTION. • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • ••• • • ••• •• • ••• • • • • ••• • • • • • . • . • • • • • • • .•. • • • • • • • • • • • • • • .• •• • • • •• •• •.• • • • ••• • FRODUCT SEWED AccsprANcelkoj- 61.1 .0 E I ALTIONa 11 By BLUn COTROLDIWISION . rte! Walesa/le AL.NI TLBE MULLION LOAD CHART 5 ESICN OA L _ 1 MIBUNEMMIMIUMMINE ■111■1 ■1 ■111■■ •7■ ►111 ■l\ ■e \ ■ ■111■i1 KINIMMEMILMMONN 111•1111•1111111111161111111111111 IMMEMBIMMUMMEME 111111■r•■1111\■ ■■ MINKIMMENHEMBEE SMOIMMUMMiniiin 111111 1M1■■ ■1i ■1■EIMINP■1111■■ ■■11 ■■■184111 ■ \0111 MMEMINEMNIMEMON 1111111■MIII1E ■E■■■ NMIMMAKUMEMMULIN ■!1111► =01111 2B 38 d0 96 10 71 92 TRIBUTARY b1IOTN - INC11E9 .0 ANCHOR LOAD CHART ►1li1�M1.0■1 linsaymeaummum ltall►ll►�L::�.L�.._ 11't1►11 011111.... tti71�irl.a�� ■ ■� Arl1►�1•�wlr�t111��. IMMEL11M©Qi 111 ■■ itIMMEWMONEWIMME 11'111113R1�1 ■.11..1 \111 \i1i110 ■1131■■ ~11`,11 ., 3 ■ ■�� X111\ 311011 � �s•��i. ANDS TYPE Q Bcr-o 311 31 41 BE SE 71 BO TRIBUTARY WIDTH - INCHES •. • • • • • ..• •• • • • • • • • • • •• • • • •• •.• •• ErirDP. HUMAY0UI. FAR000 STRUCTURES FLA. PE i 16357 • • • • • • • • • • • • • • • • • • • • • • • • _ • • • • ••• • ,1 AN 17 CDDZ • • • • • • • • • • • • • • ••• • •1• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• • • ••• • • • •0 • • • • ••• Z O z r —� u4 drawing no. M95 -13A sheet 2 of 3 2 X 2 X 1/8' ALUM ANGLE # 14 S.M.S. 2/ ANGLE ANCHORS 'TYPE 'A' 1BY OR 20Y BUCKS 1 -1/2" EMBED IF INTO 2BY BUCK 1-1/4" MASONRY EMBED IF THRU 1BY BUCK MULLION - MULLION 2 X 2 X 1 /6' ALUM ANGLE - 1 -5/8' LONG 1/4' DIA. TAPCONS 1/ ANGLE °a -4 — 1.500-•1 MAX . e e4 ANCHORS TYPE 'B' 1BY OR 2BY BUCKS 2 X 2 X 1 /B' ALUM ANGLE # 14 S.M.S. 2/ ANGLE -I • 1 -1/2" EMBED IF INTD 2BY BUCK 1 isl;'L11t,MV.i r�rr • d A 1 -1/4' MASONRY EMBED IF THRU 1BY BUCK MULLION - MULLION 2X2X1 /6' ALUM ANGLE - 2-5/8° LONG 1/4" DIA. TAPC0NS 2/ ANGLE ANCHORS TYPE 'C' 2 X 2 X 1/8" ALUM ANGLE 14 S.M.S. 3/ ANGLE MULLION -, MULUON ttI i`�111it?!V,f i!l!1l•.U'�.t!tt!!t; +� A - NOTCH WOOD BUCK To ACCOMODATE CUP ANGLES TO MASONRY 1/4' C TAPCON -1 -1 /4' MIN. EMBED 4 2/ ANGLE ° r 2 X 2 X 1/8' ALUM ANGLE 3-5/3' LONG PRODUCT RENEWED ACCEPTANCE No. 01 i 71. a b EXPIRATION D 67 > _f .' 'ODUCT •* ' • DIVISION REILDINOCODECOIOLUINCEOFFICE IMN= lil!ll; t'.?!i 0.1 ;l!l•1;, 3.000 }' „ ° • MIN MULUON 1-1/4° MIN. ANCHORS TYPE 'D' ALUM CHANNEL r3/4 X 1 -3/4 X 3/4 X 1/8' LENGTH TO CLOSE FIT INSIDE TUBE ALUM PLATE • •• ••• • • • • • • • •• • • •• • •• • • • ••• • • • • • • • • • •• ••• •• • • t_• '• • A. A _ s _ ";a�• • d..1 • • • • ••• • a d • a • 3`/18 X. 1 -3/4" TAPCON 2/ PLATE • ••• • • • • = • • • • • • • • • • ••• • ""• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L 12 X 3/4' S.M.S. (2) TONNECT PLATE TO CHANNEL TUBE MUWON 1X2, 1X3, 1x4 TRIM WOOD BUCKS TO INSTALL ANCHORS 3/16" X 1 -3/4" TAPCONS i-1 /r THICK ALUM PLATE 1.500 3,000 IN WOOD BUSKS NOT BY C.G.I. 09UST SUSTAIN LOADS IMPOSED, •• • • • • • ••• •• • • • • • ••• • • • • •• • • • • • • • • • • •• • • • 11 111 •• Engr CR. HUMAYOUN FARDDC STRUCTURES FLA. P€ # 1885 • • • • • • 6 ♦ • • • • • • • • • • • • • • • • • • • • • • • • • • • 1, • • • • ••• • • ••• • • ••• • • • • • ••• • • • • • s • • • • JAN 17 20�:. • •• ••• • • • ••• 9 m CC o 0e1 Z to .� o Z o z u,w En t 0 �"D co d Z O 1 = 0q`>j4d 3E U r- 2 1- • drawing no. M95 -13A heat 3 of 3 • s • •• ••• • • • • • •• •• • • • • • ••• •• • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • ••• •• • • •• ••• • • . ••• ••• • • • • ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• •• •• • • • •• •• • ••• • • • ••• • • • • ••• • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami ,FL 33166 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for Notice of Acceptance (NOA) of: c-Serifs-238-Artimmum ixe Vindow -: on mpac m esi itt- \- under- Chapter 8 of the Code ofMiaml -Dae County goverrrin8111e-use of*ltennate 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 NOA 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, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ANC N0,1-41-1-419_111.01 EXPIRES: 09 /30/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. • • • • - • • ••• • • • • • • • • • • •• • • • •••• • • • • •••• • • •••• • • •••• • • • •• •• • • AIi t 1 D: L(T/251Z001 • • • •••• • • • • • • •• • • • •••• •••• • • • • • • • • • • • 11x0450001 \pc200Mtemplaceslnotice acceptance cover pagedoc Internet mail address: postmaster eobuildingcodeon►ine.com Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buiidiagcodeonline.corn Construction Glass Industries Corp. ACCEPTANCE No..: 01- 0918.01 APPROVED OCT 2 5 2001 EXPIRES : September 30, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 00- 0310.01, which was issued on August 24, 2000. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 238 Aluminum Fixed Window - Non- Impact and Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W99 -10, titled "Series -238 Aluminum Fixed Window" Sheets 1, 2, 3, 3A, 4, 5 and 6 of 6 dated 02/19/99, with revision C dated 10/04/01, signed and sealed by Humayoun Farooq, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables for non - impact and impact resistant windows in separate sheets of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5,1 ,each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • • :.: allowing "Miami -Dade County Product Control Approved ". • • .. • • • • e.• • • flUILVIIYG:PERMIT REQUIREMENTS •' 6.1' Applic'atidrifor building permit shall be accompanied by copies of the following: ••••,6.1.1 : ii>lotice of Acceptance • • • • • .6.1.2 Iauplicate copies of the approved drawings, as identified in Section 2 of this Notice of • • • • �Aeee'ptance, clearly marked to show the components selected for the proposed installation. •• 6.1.3 "'WIbther documents required by the Building Official or the South Florida Building Code • (M3C) in order to properly evaluate the installation of this system. • • . • • • • •••• Man 1 Pe ez, P.E. Product Prod ontrol Division Examiner Construction Glass Industries Corp. ACCEPTANCE No.: 01- 0918.01 APPROVED : OCT Z 5 U EXPIRES : September 30, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are 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 Approved ", 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) If 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 sealed the required documentation initially submitted is no longer practicing the 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 be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 � Aaopy of this Acceptance as well as approved drawings and other documents, where it applies, shall • • •,bgprovidk'to ttie user by the manufacturer or its distributors and shall he available for inspection at • • •tom job site at all time. The engineer need not reseal the copies. • • • • • • • • 8 • •l~eelure to•oc►mply with any section of this Acceptance shall be cause for termination and removal of "At ceptantC•••• •• •• ••••• • • • • • 9.• This Notic8"ol'Acceptance consists of pages 1, 2 and this last page 3. • • •• • • • • • •••• • •• • • • • •••• • • • • • .•• END OF THIS ACCEPTANCE Man 1 Pe z, P.E. Product Co ' o : xamincr Prod Control Division 3 M_1MhDADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Construction Glass Industries Corporation 7840 N.W. 62nd Street Miami ,FL 33166 Your application for Notice of Acceptance (NOA) of: dries 23i� mt -am —ent Y' vK " 1nder-CCChaptet`-8- Code-ef arr -Dade Couttty 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 NOA 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, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense - ofsuch testing will be incurred by the manufacturer. /tCCEyTANCE NO.: 01-1002.0 ` PI : '1013112006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/21/2001 • •. •.• • • • • • •• • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •' • • • •• • • • • • • • • • • • ••• • • ••• •• • • Francisco J. Quintana, R.A. Director Miami-Dade County Building Code Compliance Office As045000 Rpc2000AtemplateAnotim acceptance cov& gept i i i• i• • • • ••• • • Internet mall address: postmaster ®buiid�nagcq'1 u n4ecjjn • �'IQIQ�epage: httpi /www.buildingcodeonline.com Construction Glass Ind. Corp. ACCEPTANCE No.: 01- 1002.03 APPROVED: November 22, 2001 EXPIRES: October 31, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are 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 Approved ", 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) If 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 sealed the required documentation initially submitted is no longer practicing the 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 be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings 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 sTetionaf tiff Ace ttailce •shall be cause for termination and removal of Acceptance. • • • • • 9. This Notice of Acceptance consists of pages 1, 1, 2 • and thiis last page 3 END OF THIS ACCEPTANCE • • • • • • • • • • • • • • • • • • • • • • • • • • • '.' • • • • ;.. .. • •. • r% Raul Rodriguez, Chief Product Control Division ••• • • • • •••3. • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •O •• • • • •• •• ••• • • • ••• • • • MIA MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WE FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 Construction Glass Industries Corporation 7840 N.W. 6r1 Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 darn stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade. County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Cow 1994.Edition for Miarni.:Dade CQuatry_or Florida Building Code. )E CRIPTION: Aluminum Tube Wilma - APPROVAL DOCV.MENT: Drawing No. M95 -13A, titled "Mullion Elevations and Details ", sheet 1 through 3, prepared, signed and sealed by Al Farooq, P.E., dated 1/16/02, 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. °SILE IMPACT RATING: Lame and Small !I a pct iTti 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 shit bl p1:oSid$dxb th4 der b9 The manufacturer or its distributors and shall be available for inspection at the job sits at4e tesjut stof theiBtlding Official. This NOA renews NOA # 99- 0127.06 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed 12y Rail Rodrigatj. • • •• .••• • • • • • • • • • • • • ••• • • ••• ••• • • • • ••• • • • • • • • • • ••• • • • • • •• • • • •• •• • • • ••• • • • ••• • • ••.• •••• •• • • • • • • _ ' *,NOA Nn 02- 0123.06 Expiration Date: Mare. 28, 2107 • • Approval Date: March 14, 2002 • Page I • • • • • •• •• • • MM 1�1�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAH Kinco Limited P.O. Box 6429 Jacksonville, FL 32254 SCOPE: • • • • • • ••• • • .• • • • • • • • •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • •'RO -IlXDE F'LAGLER BUILDING •• • • •• • • • 140'WEST T AGL& ST1 ET, SUITE 1603 • • • • Mitti I t • • k b RIDA 33130 -1563 ' •' ' • • (305) 375 -2901 FAX (305) 375 -2908 -• -• -• • • • • • • ......•. • • • • •• • • • • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product • Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series "MPSH -41" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. W01 -81, titled: Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by AI- Farooq Corporation, dated 12126/01, with revision A dated 02/12/02, signed and sealed by Humayoun Farooq, P.B. 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0128.06 Expiration Date: March 14, 2007 Approval Date: March 14, 2002 Page 1 1/6" ANN. GLASS 8W Riit Rt YER4 1/8' ANN. CLASS ONE PART SIUCONE VECORA 595' OR IWO PART SILICONE 'PECORA 965' !!► Rip jig GLASS TYPE 'A' 3/8' OVERALL THX. LAMINATED 81' 'CARDINAL: 1 /8" 4/49. CLASS 1/4" AIR SPADE 1 /8' HEAT SIREN. CLASS .090' PI8 INTGNAYER 1/5' ANN. CLASS ONE PART SIUCONE PECORA 595' OR TWO PART SI MONE 4 !I �.�`PL:CORA 960' III A Imlr GLASS TYPE 'C' 3/4" OVERALL 1HK. LAMINATED 5Y 'CARDINAL' 1/8" ANN. CUSS .090' SAP= KEEPS SA 1/6" ANN. CLASS 014E PMT SILCONE 1 FEDORA 595' OR IWO PMT SILICONE 1911WECORA 986' I It" CLASS TYPE 'E' 3/5" OVERALL 11414. ILAAMMINATED 8Y 'HOP' 1 /8" HEAT SIREN. CLASS .090" Mt NU/WATER 1 /6' ANNEALED MASS ONE PART SILICONE PE00M 696' OR �,.. 965' g' ] CL�ASS TYPE 'I1' / LAMINATED 13CARDINAL' 1/8" ANNEALED GLASS 1/4" AIR SPADE 1/6• ANNGLEO fuss .097' INTERLAYER SEASTORM TYPE 8 1/0" ANNEALED SASS ONE PART SILICONE g {� '1 GAP �SNCONE i6 4 I 'MOM 96.1' 'la GLASS TYPE '0' 3/4" OVERALL THK. LAMINATED 8Y 'CARDINAL' 1/8' AMEN= CLAM 1/4" Adt SPACE 1/8" ANNEALED MASS MO" I 1 /8' ANNEALED MASS ONE PMT SILICONE 'PECORA 895' OR TWO PMT SILICONE 4 f +PIECORA 965' GRASS TYPE 'P' 3/4 OVERALL 17114. LAMINATED BY 'CARDINAL' 4 3/4" MAX. A HEAL SILL CORNERS 0 47 3/5' 0.LO. (i1x.' 14 1/2' MAx. © HERO LL 0 0 47 1/2' 0.4.0. Y4 53 1/6" 1 WIN AN E FRAME 1 /8" AMMO) CLASS .009' FILM TP0 -2000 AIR SPACE 1/5' POIYCARBONATE AIR SPACE TM-2000 1/6' ANNEALED CLASS ONE PMT 9I000NE 7EOORA 696' OR TWO PMT SILICONE � � 'PecacA 985' Milf-- 'TM CLASS TYPE 3/4' OVERALL THK. LAMINATED SY PROTECTIVE MASS 1140.' 6" MAX. NEAO /SILL CORNERS 47 3/8" D.LO. (FIx. LETS) 13 1/2" MAX. HEAD /SILL LY C1 47 1/2' O.L.O. (VENT) TYPICAL ELEVATION TESTED UNITS VENT WIDTH - 52 1/6' • • WRIV • • •••• • • •••• • •••• •• • • • • • •• • • • • ' • • • • • • • • L 1915 NOTES 0900107 IS OE510NE0 Aa PER THE 50991 FL9ll40A 6URDNOtOOE • • 1994 Moon FOR MIAMI -DACE COUNTY OR FLORIDA SCUM COOL • ALSO FOR WIND LOADS AS PER ASCE 7 US4t0►9DRRBSPORDINO L01OS, 8. MOOD BUCKS SY OTHERS. MUST OE ANCH040 PR8PE4Y TO TRANSOM • • LOADS TO 171E STRUCTURE. • 3. ANCHORS SHALL BE AS LISTED, SPACEO•AS SHOWN ON DETM!S! • • ANCHOR EM2E0ME34' TO BASE MATERIAL6HALUSE•5EYONO WALL •• DRESSING OR STUCCO. • • • • Enyn OA s MOW (19. PE { 18557 FES 1 3 2302 APPROVED AS COMPLYING WITHTHE 50UtH FLORIDA BUILOIN0000E �: r :. 1 . rr. ITT PRO. - -4TROLDMSION 8 000E COMPUANCEOFFICE A.CCEPTM(CE Arm [] OEN drawing no. wo1 —s1 • • • • •• • •• FLANGE FRAME WINDOWS DESIGN LOAD CAPACITY - PS? SHUTTERS NOT REQUIRED FLANGE DIMS. ' CLASS TYPES A' '5' on 's' OUSE TYPES C'0' OR OWN TYPE '0' w DTH 19 -1/8" 26 -1/2' 3r . 63 -1/6' HEIGHT exr.(+) 1Nt(-) 25' (3) 70.0 70.0 EXT.( +) 70.0 11474-) 70.0 Exr.( +) 70.0 tNt( -) 70.0 70.0 70.9 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/5• 26 -1/2' 37" 53 -1/5' 36 -3/6' (3) 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 19 -1/8' 25 -1/2" 37' 53 -1/6' 50 -5/6' (4) 700 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60.6 60.6 19 -1/6' 26 -1/2' 37' 53 -1 /0" 66' (8) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 62.2 07.2 67.2 61.9 61.9 19 -1/8' 28 -1/2' 37' 53 -1/5' or (5) 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.o 70.0 70.0 70.0 70.0 70.0 70.0 060 56.5 00.9 60.9 59.6 69.5 19 -1/6' 26 -1/2' 37" 53 -1/6• 72' (6) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1 70.0 70.0 700 70.0 70.0 49.0 49.6 70.0 f 70.0 63.5 I 53.6 70.0 70.0 55.5 55.5. • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. FIN FRAME WINDOWS pea DIMS. WIDTH 24' 28' 32' 3!' 40' 44' 48' 52' HEIGHT 28' (3) 0551001 LOAD CAPACITY - PST SHUTTERS NOT REQUIRED 0LAA9 TYPES OUSE TYPES OUSE TYPE A' '8' OR 7Y C' '0' OR 'r' Exr( +) j tNY(-) ExY {t) tNr { -J ocL{ty 70.0 1 70.0 1 70.0 I 700 1 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0. 70.0 1 70.0 1 70.0 1 700 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 1 70.0 1 70.0 I 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 I 70.0 70.0 70.0 24" 28' 32' 38" 40' 44' 46" 52' 36" (3) 70.0 1 70.0 1 70.0 1 700 1 70.0 70.0 1 70.0 70.0 70.0 70.0 70,0 70.0 1 70.0 1 70.0 ( 70.0 70.0 I 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 74.0 70.0 70.0 700 70.0 1 70.0 1 70.0 1 70.0 1 70.0 7.0.9 70.0 { 7,0.0 1 70.0 1 70.0 1 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 1 700 10.0 24" err 32" 35" 40' 44' 45" 52' (4) 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70,0 70.0 1 70.0 1 70.0 1 700 1 700 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 700.1 70.0 1 74.0 1 70.0 1 70.0 700 70.0 1 70.0 1 70.0 70.0 1 05.5 85.6 24" 25" 32' 36' 40" 44' 46' 52' 52' (4) 70.0 1 70.0 1 70.0 1 700 1 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 1 70,0 1 70.0 1 70.0 1 70,0 10.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 4 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 1 59.6 69.6 24' 26' 32' 36' 40' 44• 46' 82' 60' (5) 70.0 1 70,0 1 70.0 1 70.0 1 70.0 70.0 70.0 70.0 1 70.0 1 70.0 1 70.0 70.0 70.0 i 70.0 1 70.0 1 70.0 1 70.0 70. 70.0 j 70.0 70.0 1 70.0 700 70.0 70.0 1 70.0 1 10.0 1 70.0 1 70.0 700 69.4 1 89.8 1 70.0 1 '700 1 70.0 70.0 53.9 1 63i 1 99.0 1 59.0 1 56.1 96.1 68.5 1 56.5 I 63.1 I 63.1 1 60.5 60.5 24" 26' 32" 36' 40" 48' 52' 72' (6) • NO. IN 70.0 I 700 1 70.0 I 70.0 1 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.0 59.5 56.1 PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 70.0 70.0 70.0 70.0 63.5 57.4 53.1 63.5 57.4 03,1 49.2 49.2 70.0 70.0 66.6 61.9 57.3 53.1 70.0 70.0 60.6 61.9 57.3 53.1 70.0 70.0 70.0 70.0 65.0 39,0 65.1 anV, OR. HU Y0UU65 fA9000 IIIRUCTURE ILA PE ! 16557 FEB 1 3 2002 • • • • • •• • • • • • m •• • • • • • •••• • • • •••• •••• • • • •• •• • • • • • • • • • • •• • •• • • • • •• • • •• • •• • •• • •• ••• • ••• • •• • 4. • • APPROVED AS COMPLYING PATHTHO stIctrn4 norm fai; PRO' ' •NTROLOMSION 6UIL 000ECOMPLMNCE0 ACCEPEOCEN002.-01 2.44 1 1 Crowing no. W01 -81 sheet of 6 • •• ••• • ••• • TYPICAL ANCHORS; SEE mei. Fos mama 412 CMS INTO 28Y W000 BUCKS OR 11f000 STRUCTURE 1 -1/2" MIN. PENETRATION INTO W000 3/1Q" TANXIHRj INTO 28Y WOOD BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO W000 THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY .311=SieR sELF OBILt scpEws INTO MEAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) ItO _ $MC OR 4•F1 R DRl I INO SCREWS INTO'DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) 1YEEFHOLES; w1 . 1• x 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 6" FROM EACH END AND AT MID SPAN WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1SY OR 2ST W000 DUCK Nor 0 AIM MASONRY 15 X 3/4' (2) PER OUIDE VENT WIDTH prikvi 0,L GPO. 0 TTPICN. ANCHORS SEE ELEV. FOR SPACING 1 /t" stem `q 1 EXTERIOR 0.1. OM 'mow WIDTH ••• •• DADE COUNTY APPROVED SEE ELEV. RASSPACING � WINDOW WEfTl1. WINDOW WIDTH ti • •v • •A " • • . •• • • •• ••• •• •• • • • • • •• •• • • • • • • •• • • • •• • • •• FLANGE FRAME WINDOI1 OR. HUW•OUN FMOO. STRUCTURES iRS F •67 FEB 1 3 2002 APPROVED AS COMPLYING WIMP'S SOUTHP•.• f. •/ •DE eY 2r771MAW./ _ D1WSION COOECOMPLIANCE ACCEPTANCE HOO? - nl ZT -01q et 01 d!" 1 craving no. W01 -81 eheet_i' of •• • •• • •• ••- • •• ••• • •• ••• • ••• • SETYPSCAL E ELEV. SPAcVIG TYPICAL ANCHORS; ma LILY. FOR SPACING 0 SMs INTO WOOD STRUCTURES 1 -1/4* MIN. PENETRATION INTO WOOD #t0 SMS OR Sr1P IRIWNC SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) WEEPHOLES; WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4* MAX. 1/4' MAX. EXTERIOR O.4 OPO SEE ELEV. FOR SPACING APPROVEOAS COMPLYING WON THE Altai • i•1. .W. PROD •. - DIVISION . SUIL. • CODE COMPLIANCE OF ACCEPTANCE NOCIInd i =co Crowing no. W01 -81 hoot 4 of rrex to .t20 -4 1.383 FRAME HEAD (FIN) 1 IA 2 2A 3 3A FIXED MEETING RAIL 4 5 8 PART NO. ' ICCO -2041 '9UANrITY 1 KC0 -2051 NCO -2042 KC0 -2052 NC0■2043 NCO-2033 KCO -2045 KC0 -2048 1 1 1 2 2 1 D85CBTPTION MAE .NEAR (RAtIOE) FRAME MEAD (FIN) MATERIAL. 0063 -75 0083 -TB MANF.JSUPPLIER/REMAAXS FRAME ALL (FLANGE) FRAME Stu. (FM) 8083 -78 8053 -78 FRAME JAMS MANGE) PRAMt JAMB (FIN) VENT TOP RAIL 0053 -78 0083 -TB 8083 -78 VENT 8017014 RAIL 8083 -78 1300 -2047 2 VENT SIDE RAIL 8063 -78 7 8 1(00 -2044 RP-500 ILA 1.128 1.123.1-1.300-1 .813 FRAME JAM8 (F1N) 9 RP-801 1 4/ Lr1E 4/ UTE 1(00 -242 FIXE0 MEERNO RAIL 5083 -78 OLAZINO BEAD-7/8.0/MS CIAZINO 5EA0 -3 /8" CLASS BASH 310P 91010 PVC R1010 PVC 0083 -75 10 11 12 13 14 Y1F -2009 AS RECD. AS 930*. AS RECD. FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW MASS SPACER f5 X 1" PNPH SM3 SEE Dtt. f8 X 1" AMP/1 WS OUN. OUROM3TER W2315120 AS REOD. W23171110 AS 9E00. 15 15 17 18 19 20 L-049 U -4333 13130/13031 13129 2 2/ VENT AS 9300. 2 2 FIN SEAL WEATNERSTROTNQ FIN SEA(. WEATHERSTRIPPINO 5 /e• SPIRAL MANCE SNAP LA7011 3" 10710 W/ SP18140 BULB WEAT1ERS1RIPPINO VENT' TOP GUIDE NYLON ULTLIAFAB .150X.187 OR EOUN. 1/LT2 0FA9 .1702.187 OR EOUIV. CALDWELL ULTRALJFT /SPIREX 9" FROM EACH 3110 (14001433 SUPPLY)... Q -1014 .300X.190 NYLON ASHLAND PRODUCTS KC0- 2080 -A 2 VENT 8071041 GUIDE FINANCE BRACKET NYLON ASHLAND PROOVCTS 8083 -78 F- -2.891 0 FRAME S1U. (FR+) • .120 1.379 --4 VENT BOTTOM RAIL 1.809 drowinp no. W01 -81 eheot Sao 4 M 1N11)ADF • ' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• •• .• • • • •. • • • R • • • • ••• • • • ••• •• ••. • • • • • • • • • • ••e • • ••• • • • • MIAMI -DADE COUNTY, FLORIDA • • • MBT•RO -DA Fr„l1dLER BUILDING .Ito ,VEST RI.RGI Erts kET, SUITE 1603 • • • • MIA/it FLORIDA 33130 -1563 • • • • • • • • • A 375-2901 FAX (305) 375 -2908 T.M. Window & Door Co. 601 NW 12 Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing The documentation. � g eraing the use of construction materials. ratio 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 termini Dade County). reserve- the right to have this product or material tested for quality assurance purposes. If this product or mateaial fails to perform in the accepted der•, the manufacturer will incur the expense of such testing and the AEI may i.inmcdiately revoke, modify, or suspend the use of such product or material within their to revoke this ac9eptanoe, if it is � by jurisdiction. BORA reserves the right to revoke material fails a meet the y Miami Dade County Product Control Division that this product or requirements of the applicable. budding code. • This product is approved as described herein, and has been designed to comply with the Velocity Hurricane •• • • • • • • • • •• • IV M • •• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• •• f the Florida Building Code. ,DESCRIPTION: Series '"1.3 'rOutswing)oor.wit S'adelitesL&II APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W/Sideliites sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08(28(02, bearing the the mi-D iD CoProduct Control Approval stamp with the Notice of Acceptance, number and approval date by Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shalt bear a . =� -folio . _ permanent label with the r�uuf�eture�"s Warne or logo, city, state and ,following statement: "t de County Product Control Approved", unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and the has been no change in the applicable building code negatively affecting the perforniance of this product. TERMINATION of this NOA will oa u r after the expiration date or if there•bas been a revision or ebange in the • materials, use, and/or manufacture oldie product or process. Misuse of this NOA as an endorsement of any . prat, for sales, advertising or any other purls shall automatically terminate this NOA. Failure to comply - with any section adds NOA shall be route for termination and removal of NOA. ADVERTISI 11fENT: The NOA number preen by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of die NOA is displaayed, 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 die request of the Building Official. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 021016.09 . Expiration Date: December 26, 2007. Approval Date: December 26, 2002 Page 1 • • ••• • • • 00 •• , ` • • •• •• •. • 0' 0 •••. • • • • • • • • • • • • • •• • • • •• • • ••• • • '• • .•. T.M. Window & Door Co. • ••• • • • NOTICE OF ACCEPTANCE. • • • • • • + VAOEI�7CI SiWJT7 D • (For File ONLY. Not }a t4fNOA) •• ••• • • • A. DRAWINGS •• • • .. • • .. .•• • 1. Manufacturer's • • • • • • • . cturer s die drawings and sections • • e • • • • • 2. Drawing No. W02 -77, titled "Series -230 Ai4im Ott- ing 17U4 w/Sidelites ", sheets 1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.E., dated 08- 28/02. •• B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact•Test per FBC, TAS 201 -94 • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 . along with marked -up drawings and installation diagram of aluminum outswing -door, prepared by Fenestration Testing Laboratory, - lire, Test Report No. Fn.- 3355, dated 01/29/02, signed and sealed by Luis AntonionFigueredo; P.E. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large and Missile Sniall Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 4) Forced Entry Test, pe•FBC 3603.2 (b) and TAS 202-94. along with marked -up drawings and installation diagrain of aluminum outs*ing •door, prepared by Fenestration Testing Laboratory, Inc., Test Report No: FTL- 2648,.dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E. . - Test reports on 1)Uniform Static Air Pressure Test, Loading•per FBC TAS 202 -94 2) Large and Missile Small Impact Test per FBC, TAS 201 -94 3) Water Resistance Test, per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 36032 (b) and TAS 202-94 along with marked -up drawings and i stallation_d agram of aluminum outswing. door, prepared _.._ by Fenestration Testing Laboratory, Inc:, Test Report No. FTL- 3053, dated 06(26100, signed and sealed by Aldo P. Gonzales, P.E. CALCULATIONS 1. . Anchor Calculations and structural analysis, prepared by AI Farroq Corporation, dated 10(15102, signed and sealed by Humayoun Farroq, P.E. D. MATERIAL CER11 1CATIONS 1. Notice of Acceptance No, 01 -0205.02 issued to Solutia Inc: for "Saflex/Keepsafe . Maximum" dated 05117102, expiring on 05/21/06. fi E -1 Theodore Berman, Deputy Director' • Product Control Division . NOA No 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 . ••• • • • ••• • • •••. •• • •• •• : • • • • • • • • • • • • • •••• • • • • • •0• • • 4/. • ••• • STATEN LENTS .1. Statements letter of conformance, d atr•,,d 104 5 /02,•sigw a d • • • • Humayoun Farroq, P.E. • • • • • edbY 2. Statement letter of no financial interim &fed 10t157O27 signed and sealed by Humayoun Farroq, P.E. •• • • • •• �•• •• F. ETHER •'•••• • • • • • • 1. Letter from Pistorino & Alam Consulting Engiileeis, Iitc.• • • • • • E -2 Theodore Berman, Deputy. Director . Product Controi Division NOAlNo 02- 1016.09 Expiration Date: December 26, 2007 Approval Date: December 26, 2002 SURFACE APPMEO• f FALSE MORPHS MAY BC USED x FR•WirW101H B• Y MAX pEC MAx, H CORNCRB 9YRFACC ARMCO MSC MAYORS SD S• MAX. MUSTS-1 CORNERS 12•0a2 Meltaa SZOISIZ . 11 ==ar=r 21 5/B• 34 1/2• amo. W10M 7118• 34 1/2 WIDTH TESTED UNITS SERIES -230 ALUM Ott? S?TTV1 .noon x/ S !LTTES DOORS /SID£UT6 CIAZEO WITH LAMINATED &ASS IMO FOR ' LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SEE SHUT 2 FOR DEMON LOAD RAflNO3.. 1111 moo= I1' cameo TO 00MM7 WTTN 114E HION YEL0011Y MORMONS •201iE OF TNC 2001 FLORIDA BUILDING C00C. ALSO FOR WIND LOADS AS PER Mt 7 U8010 CORRESPONDMO LOADS. WOOD EUCKS ay .Open Om BE•ANCMORED PROPERLY TO TRANSFER LOADS TO THE SFRLIC'J11. ANCHORS SMALL SE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR 15711=0. ANCHORING OR;LOADINO COMDMONS NOT SHOWN IN THESE DEURA ARE NOT PART; OF THIS APPROVAL• •••• • • •••• •A*ett•*du • •••A • •• • • • • •• • • • •• • • • • •• • • • • • •• • ••• • • ••• • • • •• • • drawing no. W02-77 *hoot T of 6 SIOEUT4 - OU00,1 LORD CAPROTT PSC ?WM (XVIINSIONS 0455 Tin W MTH r-fr 441.0 .S.0 3.-1 5/0* r-OT 04.0 e5.0 r-r er-a* • sfo Ws! s'-a' 90.s so.s. 000R9 0XTROiff SIX= 9(11019 1.090 CAPACITY - REF • NO OIMNSIONS TYPE '5* OWE! Tyre • 06.41 Dm 'O 01/3* ram 'ir suss Tr 'C' *Ass Tn. 1116/1.11111111:311111M01- 1121MIMENIMIEZWIMMEZENE2IMC2IMMONEENDINS. -1,7/1r 28-0' •*-.0* x r-r 13.3 90.0 03.3 90.0 13.3 MO 00.0 1 80.0 80.0 KO OSA 904 3-1 7/1r x 7'-0. 4r-o' x r-o• Asa 110.0 X x .113-1 13.0 *0.0 ■ 90.0 St X IMO 68.0 3'-1 7/18' X r•ar r-r x /0-0. Off • f0.0 X X as Imo sto skis is .X IMO 88.0 . 000t4 wms rimomO Ms 37 • / ■ 75 3/4* t44x, • • g()2 ist• iz/13* PDX. irOR OooRs rffut 121 900-Ort fits RIM OR r* VMS. "mat sunk infliliWRON Ratatlarrts • a. Mt ROT APPIJOA/XX, 14 1/19'M.839. /0, A ./ • (0XXO) (oxx) APIMOSCCOMOIMMOSS ane AmmAt.z, MASS • .090 WI= MO 'XIXFS•XX MAXIMA, .0.01 SAF-C1.93 NS WI:MAYER POLYDAAMMATC IMAM= 3/10. NOMA= CAS 3/10' ANKRUO MASS S9/0099X IRMO= SOO SIUMXIE IRMA/St SOO TRINCO TRDICO 0.450" OVERALL LAM. MASS _GLASS TYPE 'A' OtAZINO DETAIL AT sown aisr ARRSN.0) CLASS .000 SAFIXX 010 snatAITR 3/1r smut. oust SIICORE mOULOORT * MCI= 500 Trtai00 ;mow& 0.440" OVERALL LAM. OLASS _puss TYPE 'C' 000Rs WITH 110tUrtli at CHART mart FOR 31001579 omsaa USt LOWER•VA.Ut 07 SIOCUlt OR 0009 g 1 0.455" OVERALL LAM. CLASS GLASS TYPE 'B' 3/10' TOM. CLASS .090 Una la rye orttRLATtR - 3/59' Tee. OtAss Swan trtmetszt SOO awe° A • • • • • • • 000000 0.460" OViPALt? eve GLASS • • • GLASS ?Pr °V • • • •• •• • •• • ••••• .961b0 •••• •••• • •• Invs OR, 14601.446159 AR000 STROGIVRES RA. ft 10057 OCT TYPICAL ANCHORS Ste 12.0A. FOR SPAWN* • • 't romm. MOTORS SIX ELEV. fOR SPACINO • g • t • r:t ,•„.• 1SY W000 MCI( 4) *WI. o •;um o II oinomm. 0 friitiPOR LOADS ABOVE 08.0 PEP 00(.T tNtT04 A. l A I 2. 0.0. fOR OESION WADS +1.3.3 W MOCKS Ste tL474 SPADIPM Sir xj,,Ig; • 1/2. FROM mu. DOS •044.1w amoi■ em•■••■•■ Wakt TUCTVCS (Mi. OR ALUM. Vs* mtu. 'vino() , you, ry ..51 KM htt.PL ALUrfUld t 80113,43 MM. 114 SW OR . 1/4' Otk, SW DRUM !CROPS WOOD BUCKS NOT SY TM WINDOWS. MUST SUSTAIN LOAM IMPOSED wi CLAMS syrnot Ate ?norm NW TO 1TTC INSLOP42.11TRISCNIRE. 0 . FOR tw ALT. EON LOADS MOM SSA PS? itt 'imam. MOTORS ELCY. !Ott SPAM* • • "•TICAL ••■( 1St it20. rort $nr...to 2 rf 71T000 OUCK AS TYPICAL ANCItORS; SEE ELEV. FOR SPACING .462j:team= INTO_IfOOD BUCKS OR W000 STRUCTURES 1.4/4" MIN. PENETRATION INTO WOOD TNRU 1ST OR 2!Y W000 BUCKS PITO MASONRY OR CONC. 1.-1/4' MIN. Meal INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. t-1/4- mac EMI= INTO MASONRY' OR CONC. ALut.snexamtasolse INTO METAL STRUCTURES (STEIL oR ALUMINUM 1/S" MIN. POCK.) . 01 •-• .... d. STEEL : Fy • 3fli JCS' MIN. i ALUMINUM t 0013-T5 MIN. • • I 1 i SEALANT& FRAME CORKE RS AD CLN0 PANE• L. W.ICI NM WHITE COLORED f., 6 1 ftl AA ? V• sows BETWEEN tout.uott MO JANOS SEALED ttIlli VANE i .PINCIES; * 441 OOOO . •• . T■O/S" LONO ALUM BUTT MINCES. AT 11' FROV EACH.F.NO AND ONE AT MIOSPAN OF LEN2.• • • • • =CM •••• • rummy rat THROW e041:401114 OttY OPER:TtO or?, EXTERIOR AND THUMB TURN ON•INTE/OR • AT EACH ACTIVE LEAF LOCK ‘1114•411 FROM SeTTOM.. MNSI:"TIC"AL 14"SET IlLitialtRiT OPERATED OR motion ARO THUMB TuRM INiERISR AT own ACTIVE LEAF LOCK E. 3940/2" FRO/Iwallett MANUALLY OPERATED cotter4co Nam sous •• • • AT Tor .* BOTTOM OF EACH 4.E4F 40Cit STU CRUSH SOUS AT' TOP k BOTTOM CfgAIRNE ARD smeTNEAFS:. TO in Pomo SUMO Ptitt0011 Or 4VARICANt 1441410) • • • ,,.t zoom 440 i•• Eft913 OR. PUPA/OLIN /MOOD SOttitNRtS RA. Pt # UM? orrioNi.t STI • • • • • • • • • 1 drawing no. W02-77 soest 3 a 6 • • L •••.■•••■■•■••••••••••••■a Ot 1.011..M.Oo oltow ••■•■■••• -. p•Witest ASOW. gt.$: odt • •■••••■■••■•• .••■••■•ri........•? art.... • I • ` •f• JR X 1•-•1/e MS Al 13 Q.C. MM. L1M MK HEAD 7M-033 000R JAMB /S)DELRE FRAME 013 36372 MULLION 111 •054 1.334 1600 ELUSN BOLT CU10E • C17 •27040 .730 .025 1.730 • DOOR TOP At EOTTOM RAI{. TM 001 FRAME SILL 017•28115 1.374 WEATHER -STRIP ADAPTER 017 -31026 ]55 1.90 0075 .415 DECORATIVE 6MOULDINQ DOOR LEAF STILE 017 30048 •1_ 2327 .121 '-1.310. OW Vele CENTER 031700 0.105 0.37a I872 -„Ow 37000 •A • OUTER 18NOS 14400 PIN 4it5 HINGE ASSEMBLT RLM I. P41M• 711 •930 2 010 20016 2A ON 37311 3 010 30072 4 010 30040 0 01/30530 TM-001 OW 91019 OMP7000A 0W 33000 010 32222 0 e 10• 11 12 13 14 10 10. 17 10 1$ 20 21 22 27 24 25 20 27 28 29 30• 31 33 34 36 30 37 4LAWYM OslCMYrtu3 M4AK WO FPAMt ffil 1 Alt Molt MU, 2 PIWAS.4Mxe 1 PAM. LOCK ST5* I P0CL 117101 27Kt 1 FA/111,1130/16077131 PM. 4 178ATMERO1150 AOAPTCR 2/110400 ASSY. 111 OVMER 0V41 Ie1Ot 1/141(00 A2E!. 111 0004O0M tort mot 2 DOOR LOOK 1048077 2/ Fur 3/4 * 1.1/4 1 3/4 X 1 /e' D K. CAP 2/LC1P 110 (WON OW ASSENOtY 0837006 AS 8000; 14010 0011(20610049 144, 12• 1,000 01037010. Al 0204. 1X1. RVNFOROINO 4774{ 12• L0N0 4037 • AS ow '4511W7e• 01412001141000175[ 2/Lt 2111•46017 OUIOS 1(1(0100 1 /32'0 to C Pet • 03.4200. . 10 x 1 • .N. 111(0202117 SOS. 2/1.6.0 1/21 1)01fA020 POO, 10A111CR 4 1117 044081.00* 1 MSC 00108011 2/1(11(00 AZT. HINDS ewe* 1 36 ant two •(OPT}ON'& • AS 000. (10.X1'PJLs:4L(1(337.10RLW) • F 2/610NO2 ASSY. 04010E 0'P 010 27140 8040109 400 SERtp 100 t ea7i .UAL Man• f11.741.41451 01,..04.1 9001 -T6 0063-14' - . 000373 ,'• 2003 -T3 0003 -T3 0003 -70 1003 -15 0710 Of 00040 Vitae (tQP /007706) 0013-116 CO010 PANOL/FTMNE AIM( 5402 0003 -76 0000 PANEL/TWA 141(02 310E 0063 -76 LOCK8ME A1,1001144 3' 101(0• AU M4NW 0000 LOOK SOUS 0063-75 AT An0 SPAN 0003 -t0 Al 4440 SPAN 5001. LOCK 071.18.. IAMe3 ?MAO. 015 6503 -73 LOCK IMES CMES (1010 /0071.004) 074[4 AT CAC/1 MINOE AS5CMILY 51Eq, At 2511514 BOLTS 671.01. toP /6otTOM CNO RAILS 707111E OAF ACTIVE LEAF PLASM 00402 033214517 rvs0C 00061 JAMB 11451ML 804010 MOLES STEM 000R•f1WME MCMSCRS /MULL CUPS O 105110 02402 785004857 • M. ADAPTER (1' X 1' X 1/16' TV66) AMA/ 1213 400 .645 OtASS 5700 004 -31460 3700 1034 1040 31.3 AST/1AOAL REJMPORCEMEUD 7M•073 a'7t 00 1. 1 1.000 F0NOE •FtOr EMENT • 1M=002A 144 -0517 14-004 Q10 3,301 010 30737 tee • 401402 110119800ME0' 4101 -70 92 -1/2' 50440 • • ASTRAGA1. RE11t000 N MI '4003 -T3 4000* 1.00K 574,11 • • 444440014 4 00783 ITOP 2/01115 2'40 41i 2 7 /6k 1/5' OUP 01072441. 0.0. 0C0O10A?tY /101.4004040 0043 -T5 6063 -M ALUM. 0981-116 ACF 00 .363 2.041 del ♦00 760 0,041 3185 REI FORE 0D0VAR ALT. FRAME SILL • o10 -37314 • 5305 4. • . i • • • 91710CEf 0004/5102 LRC JS• el P170S1Ervt PG Mull • 0004 PANEL PERIMCTCIL • • • • 1 • ilM�O• • • • • • •••• • • • .• • • •• • FJ.On OA. 11.11+ 1 REF FAR000 FLA. 'P0 0 14507 15 2002 • ••• • • • •• • drawing no. W02 -77 (*hoot 60 6 ) 4. 6 4. zaamiesann „IIIILLIELCOMES FRAM TLO4k CCRMER • • • • • • • •• • • • • • •• • • • • • h • • • • •• • • • •••• • ••• •• • ..••••:: • Emits 1. 104WITOYN•F QOQ MSTRUCTURES 0 drawing no. W02 -77 shoot of Ignacio J. Caivo, P.E. 1800 S.W. 27 Ave Suite 401 Miami, FL 33145 Ph: (305) 6489008 Fax: (305) 6489128 email: ijcpe @bellsouth.net ITOSIEWM1 NOV 1 ;2006 Ai) BY: - • . ••• • • • ... • • • .. .. • • • .. • • • • • • • • • • • • • • • • • • • • •.• • • • • ... • • . .. • • .. .. • • • • • • • • • • • • • • • • • • .... • • .. • .... • • ... •.. • • • .• 10 • • •• ••• .. • • • • • • • •• • • • • • ... •. CITY OF MIAMI SHORES BUILDING DEPARTEMENT 10050 NE 2'd Ave MIAMI, SHORES BUILDING FL. 33138 NOTICE TO THE CITY OF MIAMI SHORES BUILDING DEPARTMENT OF EMPLYMENTE AS ESPECIAL ENSPECTOR UNDER THE FLORIDA BUILDING CODE 1 (We) have been retained by Mr Skc rabut to perform special inspector services under the Florida Building Code at the project located at 149 NE. 108 St MIAMI FL.33161on the below listed structures as of 2/16/06.1 am a registered or professional engineer licensed in the State of Florida. PERMIT NUMBERS: RC 05 -1196 SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 1, understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the City of Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the City. The City building inspections must be called for on all mandatory Inspections. Inspections performed by the Special inspector hired by the Owner are kissafign to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and sealed statement indicating that, to the best of my knowledge, belief and the professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the app,; i ed plans. s6 FMS' Signed an paled Date: CITY COPY FORM 600A-2001 DEC o 7 0 ak DEC 0 7 2U00 . . . . .... A EVER T .. 1 1q1 NCYP:QDE-----m--- BUILDING CONSTRUCTION Florida Department of Community Affairs • }�gsidential WholesBuilding lialor1 Ilc•Method A Project Name: Address: City, State: Owner. Climate Zone: MR SKRABUT 149 NE 108th St Miami, FL 33161 - MR Skrabut South •• • • Builder . Permitting Office: 0000 " rarn11't'Number: 0000 • • Jurisdigtion Number • • • • • • 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 (ft2) 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Exterior c. Frame, Wood, Adjacent 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 Addition Single family 1 4 No 2425 ft2 Single Pane Double Pane 441.0 112 0.0 ft2 0.0 ft2 0.0ft2 0.0 ft2 0.0112 255.0(p) ft - R=4.1, 1200.0 ft2 _ R=4.1, 1000.0 fl2 _ R=4.1, 150.0 112 R =30.0, 2425.0 ft2 Sup. R.0, 45.0 ft _ • • ••• •• 12. Cooling systems a. Central Unit : 61.5 kBtu/hr _ SEER: 13.00 b. N/A 13. Healing systems C OPY a. Electric Strip Cap: 25.5 kBtu/hr _ COP: 1.00 _ b. N/A c. 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) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ-C- Multizone cooling, MZ- H- Multizone heating) Cap: 60.0 gallons _ EF: 0.90 Glass/Floor Area: 0.18 Total as -built points: 38223 Total base points: 40018 PASS I hereby certify that the plans and specification covered by this calculation are in «. - - . ,,, a Florida Energy Code.` PREPARED BY: % .- DATE: %ALI to 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) FORM 600A -2001 • • • ••• • • • • • • ••• •• •• • • • •• •• • SUMMER CALC*J TONS Performance ••• • . . . . . Residential Whole Building Method A - Details . . • • •.• •• •• • • • • • • • • • • • . • • • ! • • •• ADDRESS: 149 NE 108th St, Miami, FL, 3311 : : .•• ••• • • • PERMIT #: 0000 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FIaRES2001 FLRCPB v3.30 BASE • ' ' " _ _ - ___ •" " • BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area ••' • ••• ••- Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 2425.0 • 32.50 14186.3 Single, Clear N 0.0 0.0 126.0 36.46 1.00 4594.3 Single, Clear E 0.0 0.0 105.0 78.71 1.00 8264.7 Single, Clear S 0.0 0.0 135.0 66.93 1.00 9035.0 Single, Clear W 0.0 0.0 75.0 70.53 1.00 5289.5 As -Built Total: 441.0 27183.5 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 150.0 1.00 150.0 Concrete, Int Insul, Exterior 4.1 1200.0 2.32 2778.0 Exterior 2200.0 2.70 5940.0 Concrete, Int Insul, Exterior 4.1 1000.0 2.32 2315.0 Frame, Wood, Adjacent 4.1 150.0 2.17 325.5 Base Total: 2350.0 6060.0 As -Built Total: 2350.0 5418.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 126.0 9.40 1184.4 Exterior 126.0 6.40 806.4 Base Total: 126.0 806.4 As -Built Total: 126.0 1184.4 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 2425.0 2.80 6790.0 Under Attic 30.0 2425.0 2.77 X 1.00 6717.3 Base Total: 2425.0 6790.0 As -Bullt Total: 2425.0 6717.3 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 255.0(p) -20.0 - 5100.0 Slab- On -Grade Edge Insulation 0.0 255.0(p -20.00 -5100.0 Raised 0.0 0.00 0.0 Base Total: -5100.0 As -Built Total: 255.0 - 5100.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2425.0 18.79 45565.8 2425.0 18.79 45565.8 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FIaRES2001 FLRCPB v3.30 ,FORM 600A-2001 • • • ••. • • • • • • ••• •• •• • • • •• •• • SUMMER CfitqfrIVATIPNS Residential Whole Building Performance Method A - Details • • • .• • • •• •• • • •• • • • • • • • • _ • • • • •• I ADDRESS: 149 NE 108th St, Miami, FL, 331At • • • • . • • • .' • • • PERMIT#: 0000 BASE • • • • AS-BUILT • "ti....i Summer Base Points: 68338.4 ... «-. Summer As -Built Points: 80969.4 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 68338.4 0.4266 29153.2 80969.4 1.000 (1.067 x 1.165 x 0.90) 0.262 1.000 23761.0 80969.4 1.00 1.119 0.262 1.000 23761.0 EnergyGaug&M DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ,FORM 600A-2001 • • .•. • . • . • ...• .... • . . .. .. • WINTER ic A tipmliAMNS Residential Whole Building Performance Method A - Details • • . ... • • •• •• • .. .. • • • • • •••• • ••••• IADDRESS: 149 NE 108th St, Miami, FL, 3311- :.. • • • ••• •.•. • • PERMIT #: 0000 EnergyGauge® DCA Form 600A -2001 EnergyGauge6UFIaRES2001 FLRCPB v3.30 BASE '• • � AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area •• • • • • ' Z.. •• Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 2425.0 2.36 1030.1 Single, Clear N 0.0 0.0 126.0 6.03 1.00 760.1 Single, Clear E 0.0 0.0 105.0 4.77 1.00 501.0 Single, Clear S 0.0 0.0 135.0 4.49 1.00 606.7 Single, Clear W 0.0 0.0 75.0 5.49 1.00 411.9 As -Built Total: 441.0 22792 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Advent 150.0 0.50 75.0 Concrete, Int Insul, Exterior 4.1 1200.0 1.03 1242.0 Exterior 2200.0 0.60 1320.0 Concrete, Int Insul, Exterior 4.1 1000.0 1.03 1035.0 Frame, Wood, Adjacent 4.1 150.0 1.06 158.4 Base Total: 2350.0 1395.0 As-Bunt Total: 2350.0 2435.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 126.0 2.80 352.8 Exterior 126.0 1.80 226.8 Base Total: 126.0 226.8 As -Built Total: 126.0 352.8 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2425.0 0.10 242.5 Under Attic 30.0 2425.0 0.10 X 1.00 242.5 Base Total: 2425.0 242.5 As -Built Total: 2425.0 242.5 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 255.0(p) -2.1 -535.5 Slab -On -Grade Edge Insulation 0.0 255.0(p -2.10 -635.5 Raised 0.0 0.00 0.0 Base Total: -535.5 As -Butt Total: 255.0 -535.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 2425.0 -0.06 -145.5 2425.0 -0.06 -145.5 EnergyGauge® DCA Form 600A -2001 EnergyGauge6UFIaRES2001 FLRCPB v3.30 FORM 600A-2001 • • ••. . • ilk)NS Residential Whole Building Performance Method A -- Details • ••• •• •• •• • •• .. • • • • ▪ •tsz • ••••• •••• • • ADDRESS: 149 NE 108th St, Miami, FL, 33'11(1, ,, ••• • • PERMIT #: 0000 BASE '•� �•- - • ,• AS -BUILT "tt1.._d Winter Base Points: 2213.4 .. 1:- • Winter As -Built Points: 4629.4 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 2213.4 0.6274 1388.7 4629.4 1.000 (1.085 x 1.137 x 0.91) 1.000 1.000 5197.0 4629.4 1.00 1.123 1.000 1.000 5197.0 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®IFIaRES'2001 FLRCPB v3.30 FORM 600A-2001 • •• • • • • •• • - WATER HEATING & GOOF 4 • FIANCE STATUS Residential Whole Building Performance Method A - Details • • • • ••• • •• •: • • • i • •• • i i •• • • ••• • • • ••• IADDRESS: 149 NE 108th St, Miami, FL, 33141; ••• ••• • • ••.. • • . • • • PERMIT #: 0000 BASE . • A$ -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total •• • • Tank EF Volume •- t i 1.• ••1 Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2369.00 9476.0 60.0 0.90 As -Built Total: 4 1.00 2316.36 1.00 9265.4 9265A PASS EnergyGaug& ' DCA Form 600A-2001 ErtergyGauge®/FIaRES'2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 29153 1389 9476 40018 23761 5197 9265 38223 PASS EnergyGaug& ' DCA Form 600A-2001 ErtergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A-2001 . • ..• • . • . • •••• •• •• • • • •• •• • Code Conlpq*A•tiCraticklist Residential Whole Building Performance Method A. - Details • • • ••• • .. .. ...:: •• • • • ,• IADDRESS: 149 NE 108th St, Miami, FL, 3311; ••• ... • • • . • . • . • • • • PERMIT #: 0000 1 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS rat Err =RgC' E • • CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 c scCtt.9 41ot a :.*fm/sq. • door area. 1° Exterior & Adjacent Walls 606.1 ABC.121 Caulk, gasket Qieat)ierrtrip %r seal l &t+•rtnaen' : v+Zndows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. it Floors 606.1 ABC.122 Penetrations/openings >1/8' sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous inflltratton barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.1.2 3 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 install that is sealed at the perimeter, at penetrations and seams. r Recessed lighting Fixtures 606.1 ABC.124 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 wfihh < 2.0 cfm from conditioned space, tested. Multi-story Houses 606.1 ABC.125 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -In heat trap required. Swimming Pools & Spas 612.E Spas & heated pools must have cowers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 713%. 41* Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PS1G. Air Disbibution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the crleria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. insulation 604.1, 6021 CeiUngs-Min. R -19. Common wails -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. EnergyGauge*" DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 • • ••• • • 0 ••• •• •• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• Nelson Walters Consulting & Specialty Enginearin.Serviees��lac. • • •••• • • ••••• • • ••• •••• • • • • • • ••• ••• • ••• ••• • FBPE C.A. #9655 December 6, 2006 •• • • • •• ••• •• remmq • Miami Shores Village • • • • • • • • • • • . EC 0 7 2006 Building and Zoning Department, • • • • • • • ••• • • Attention: Mr. Claudio Grande, CBO BY: Re: Statement of existing structure adequacy for the project under pe ( "Residential Addition for Mr. Paul Skrabut ") located at 149 N.E. 1 Miami Shores, FL 33161. o. RC -05 -1196 Dear Mr. Grande: 1: - 1 The present letter is to state that the existing structure of the above mentioned residence will not be altered due to the proposed addition and remodeling works. The only location where the new addition will interact with the existing structure will be at the connecting points between the new and existing structure and there will not be any additional load imposed on the existing structure. Also, as the new addition is not higher than the existing residence there will not be an increment on the wind loads either. As a conclusion, based upon our structural design experience we can attest that to the best of our knowledge, belief and professional judgment the existing structure will remain adequate after the execution of the proposed works. Should you have any question or need additional information regarding the statement above, please do not hesitate to contact our office. Respectfully, NWCS Consulting & Specialty Engineering Servi,. Inc. oW,.f ters, P.E., Principal. CITY COPY Design / Inspection / Investigation / Testing & Reports 493 N.W. 27th Ave., Miami. Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson @structuralpartners.com www.structuralpartners.com GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS • %%Wait ui ZiN \ \ \ \ \_tiIIIIIIIMINWAr / DYNATTCt ONQi.N4titING CORP. • ... • • •. . Miami, September 1, 2005 Mr. Jim Wahl 849 NE 92nd Street Miami Shores, FL 33138 Re: Proposed Addition @ 149 NE 108th Street Miami Shores, FL Dear Mr. Wahl: .•. •.• •• • • • •• .•• .• • • • • • • • .• • • • • • •.• .• CITY COPY TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING IIECMIT\WM IQj DEC 0 7 2006 Pursuant to your request; DYNA1ECH ENGINEERING CORP., D.E.C. completed a Preliminary Subsoil Investigation on September 1, 2005 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed addition. A total of (2) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 25' below existing ground surface. The following graph was developed as a general condition for the subject site: (Refer to field boring logs . for exact locations and soil description): Depth From To Description 0'- 0" 0'- 8" Topsoil and grass 0' -8' 7'- 6" Tan medium sand 7'- 6" 8' -6" Tan medium sand with rock fragment 8' -6" 9' -0" Tan medium sand 9' -0" 25' -0" Orange medium sand Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 8' below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering pumping activities in the area. Site contractor must familiarize himself with site conditions in the event dewatering is needed. 1 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 Fax (305) 828 -9598 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• PageNo.2 • • • ••• '` • 149 NE 108th Street, Miami Shores, FI.' • .'• ' • • %•• • • ••• •••• ••• ••• • • • • Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations dpsig. • • • • • • • • • • • • • • • • A- Strip the entire footings c'ons'trtictib1a. leas plus 5 feet outside perimeter of all topsoil, grass, any trees stumps down to clean granular material wherever encountered. B- Compact all construction areas with a heavy self propelled vibratory roller to a minimum of 95% of ASTM D -1557 but not less than 10 passes in each direction. C- Backfill construction areas to required elevation if needed using clean granular material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. Excavate footing areas to proper depth if needed and recompact using a hand held compactor as indicated above. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6" inches in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW /GW). F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. G- Representative samples of the on site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In the event of existing structures, existing footings or proposed drainage lines, provisions shall be made by the structural engineer and site contractorto protect all footings from undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2500 P.S.F. 2 • 0 ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • . • 0 ••• • • • • ••• • • • • ••• • •• Page No. 3 • • • • • • • • • ••:0• 149 NE 108th Street, Miami Shore, • • • • • • Regardless of the thoroughness of a geo;eohn�i�caleptvration there is always the possibility that conditions may be different from those of the test lattibr s;1hbr&fore,1)YNATECH ENGINEERING CORP., does not guarantee any subsoil conditionsbettiween•ie■bere tesrholes. The data from the soil boring is for foundation analysis only. It is not to be used for excavating or back filling estimates. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geothechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, Wissam aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk 3 . • ••• • • • ••• • DYNATECH• • ••••: : • • • • •••• • • • ENGINEERING CORP. 750 WEST 84TH STREET • • • ••• • • • HIALEAH, FL 33014 • • • • • • • • • ° • (305) 828 -7499 • • • • • • • • • • •• .: Jt,5°T BfX12ING R! 'OI T MR. JIM WAHL Proposed Addition • • • • • • • • 149 NE 108th Street, Naia 11 $hbris,'FS1' • • • • • See attached plan • • • • • • • • • "' CLIENT : PROJECT : ADDRESS : LOCATION : •• �• •• s DATE: 08 -31 -05 HOLE NO.: B -1 DRILLER: AS LD 2 3 4 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to 0'- 8" 0'- 8" to 7'- 6" 7'- 6" to 8' -6" 8'- 6" to 9' -0" 9'- 0 "to 25' -0" TOPSOIL AND GRASS TAN MEDIUM SAND TAN MEDIUM SAND WITH ROCK FRAGMENTS TAN MEDIUM SAND ORANGEISH MEDIUM SAND 2 Hand H 4 Hand H 6 3 2 3 3 5 8 3 3 3 8 6 10 12 16 15 14 31 12 13 16 18 15 34 14 A A 16. A A 18 A A 20 15 11 12 13 23 22 A A 24 A A 26 A 28 30 32 34 36 38 Water Level: 8' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 4 DYNATECH'� �'`i • .�. CLIENT PROJECT : ADDRESS : LOCATION : • • • ••• •• •• • • • • • • • • • • • • • • • • • • •• ••TBiT Bt ll1/41G MR JIM WAHL Proposed Addition • • • • • • :•• • • 149 NE 108th Street, Midtfi1 Shards:FL' • • •••••••• • See attached plan • • • • • • • "' •• ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828-7499 DATE: 08 -31 -05 HOLE NO.: B -2 DRILLER: AS LD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to0' -8" 0'- 8" to 1' -0 1' -0" to 2' -0" 2' -O" to 7'- 0" 7'- 0" to 8' -0" 8'- 0" to 9' -0" 9'- 0 "to 25' -0" TOPSOIL AND GRASS GRAY FINE SAND TAN MEDIUM SAND WITH ROCK FRAGMENT TAN MEDIUM SAND TAN MEDIUM SAND WITH ROCK FRAGMENTS TAN MEDIUM SAND ORANGEISH MEDIUM SAND 2 Hand H 4 Hand H 6 3 2 3 2 5 8 2 3 6 8 9 10 8 11 12 10 23 12 10 7 8 8 15 14 A 16 A A 18 A 20 17 14 15 15 29 22 A A 24 A A 26 A A 28 30 32 34 36 38 Water Level: 8' Below Surface M a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property ofclents, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • . • • • • ••• • • • • ••• • . • • • • .. •• .• • •• • • • • • 9 • • • • • • • • Alle6 ••• • • • • • • • • • • .. • • • .• •.. .. • • S• . • • • • • .• • • • • • •.• •• Driveway 1 STORY C.B.S. Tree N.W. 108th Street NORTH DYNATECH ENGINEERING CORP. Date : 9/2/05 Scale: N.T.S. Client : Jim Wahl Project : 149 NE 108th Street, Miami Shores, FL • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••. • • • ••• • •• •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• ••• • • • • •• • • • •• ••• O. • • • • • • . • • • • • •• • • • • • ••• •• APPENDIX • • ••• • • • ••• •• •• • • • • •• «• • • • • • • • • • • • • • ••• • GENERAL NOTES • • ••• • • ••• • •• ••• •• 1 ••• • •••• • ••••• • • ••• • • • ••• • • .• gs on unrrinrked var"�lterroperty •should•%e considered preliminary with further on Soil borings ads are staked out. (s) to be drilled after building p • t • • • • •« •«« •• • gs on existing structures;tttn0 ire ;a;�•derealishedtshould be considered een demolisiminar ac • Soil borings .,_ .. ..... -. additional•bor.ings would..nEe of$`bt..f�er'fotfin�cr?rFter. the s ...,......... . proposed new building staked 1 protection to clients, the public and ourselves, all reports are submitted as t A5 a mtttua p publication of statements, conclusions our reports is reserved pending our written approval. confidential prope��o of clients, and authorization o p extracts from or regarding ' 10EY CLAssz FICA.TION & sYMB oLs Correlation of Penetration Resistance Particle cif Stye With Relative Density and Consistency 12 In Boulders 3 12 1 . Cone Standard Cabbie Penetration Penetration Relative Gravel 3to L . to 3 In. Tests biotitis /ft De Sand 0.07 mm to 4.76 mni' Silt : 0.005 .mm to 0.074 mm Clay < 0.005 mm 0 — 16 0 —4 Very loose Sands I7 - 40 5- t0 Loose 41 —80 11.20 Firm 81 —120 21 - 30 Very firm Nlaers Over 120 31-50 Dense ;0, /0 _ •IO% Slightly silty or Clayey 0 — 3 0 _ 2 Very loose 10% - 30% Silty or Clayey . Silts �"� 4 — 3 — Soft 30% - 50% Very silty or Very Clayey Clays 10- 7 5-8 Firm 18 -• 0 — So /" Slightly Trace 31 9 -15 Stiff —14 6 "% /L Trace 32 — 60 16- 30 Very Stiff 61 —20— 0/u Liace Over bO 31:-. 54 Hard 21 —35% Some > 35 %And Rock Hardness Description Soft • Rock core crumbles when handled. Medium Cart break core with your hands. Moderate Hard Thin edges or rock core can be broken with fingers. Hard Thin edges of roc core skruckoy bh a with 'Very 'Very Hard Rock core rinds when v • ••• • • • ••• • • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • •• • • • ••• nvironme ou Miami - Dade County Downtown Office Plan Review Summary •• • • •• •• • •• II. • • • • • • • • • • • • •• • • • •• • • • • • • • • • • ••• ••• • • • • • • • • • • • • EEOS ID : 2006-DTM-PR-01622 DATE :06/16/2006 •• • • • W • GNA: • .1 410608141142e613 •gala #: 91•21.36809-021,0 •• • • .• • • • ADDRESS House Number Street Direction Street Name Street suffix City DESCRIPTION APPLICATION INFO Municipality: Miami Shores DERM ID: 2006061611142683 Reference Process No.: NA X Number. NA Project Name or Description: RESIDENTIAL ADDITION Subtype: NA Category Type: NA Current Use of Property: NA 1 E 4/60TR6ET6M aro g E-737:7M1 TASK Review Date Status Comments Bj Plan Intake JORGE 061192006 Plan Review CAMPA Initial Core JORGE 06119/2006 Reviewed Review CAMPA TREES Review 06-19-2006: THIS IS A SINGLE FAMILYRES1DENCE ADDITION, LOT GROSS AREA IS 12,643 SQ.FT. < 15,000 SQ.FT. REQUIRED, BUT LOT 13 BLK 216, PLAT BOOK 48 PAGE 21 INCLUDE RECORDED LAND PRIOR TO RESTRICCION DATE.-GRANDFATHERGRANTED.- DRAWINGS STAMPEDAPPROVED 06-0851-E ON 06-05-2006 BY DADE COUNTY DEPARTMENTOF PUBLIC HEALTH.- DRAWINGS SENT TO TREES SECTION. RINCON 061212006 Disapproved LSee tree comments attached to plena– —1 NINFA Final Core JORGE 0623/2006 Overal L 06-23-2006:–DISAPPROVED DRAWINGS13.Nt131N.WAITING FOR CUSTOMER TO COMPLYW1TH Review CAMPA DP isa prov4 TREES SECTION REQUIREMENTS. / End of Process PENDING REVIEW DISAPPROVAL CODES Disapproval Code 01: 027 - Requires Review for Tree Permit NO INVOICED FEES NO CONDITIONS 061232006 Page 1 of 2 Core Reviewer Signature: • • ••• • • • ••• • • • • • •• •• • • • • • •• • • • w • •. •. . • S . • D • •••• Date .•. ••. •,• ••• • • • • • • • •.. • • •. • • •. • • • • • •, • • • ••• • ' ' • • • • • •• i i •• • • • * • •'••• • •• Page 2 of 2 GEOTECI-INICAL VIRONMENTAL FIYDROGEOLOGY ASBESTOS IA s ![also]` u JJL // /IIINW ••• • • • �• • • •• •• • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• DYNATECH ENGI4I+3llfthCre•QQ . ,: ••• •••• • • • • Miami, September 1, 2005 Mr. Jim Wahl 849 NE 92nd Street Miami Shores, FL 33138 Re: Proposed Addition @ 149 NE 108th Street Miami Shores, FL Dear Mr. Wahl: ••• ••• •• • • • •• ••• •• • • ••• • • • •• • • • • •• •• • • • • • • ••••• TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING NOV LE o s coos BY' Pursuant to your request; DYNATECH ENGINEERING CORP., D.E.C. completed a Preliminary Subsoil Investigation on September 1, 2005 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed addition. A total of (2) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 25' below existing ground surface. The following graph was developed as a general condition for the subject site: (Refer to field boring logs for exact locations and soil description): Depth From To Description 0'- 0" 0'- 8" Topsoil and grass 0' -8" 7'- 6" Tan medium sand 7'- 6" 8' -6" Tan medium sand with rock fragment 8' -6" 9' -0" Tan medium sand 9' -0" 25' -0" Orange medium sand Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 8' below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering pumping activities in the area. Site contractor must familiarize himself with site conditions in the event dewatering is needed. • 1 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499. Fax (305) 828 -9598 .1.05 CO WOO MC Page No. 2 149 NE 108th Street, Miami Shores, FL • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • •• •• •• • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • •••• •••• ••• ••• • • • • Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations design. • • • • • • • • • • • • • • • • • • • • A- Strip the entire footings and building construction; areas plus :5 feet ex aside perimeter of all topsoil, grass, any trees stumps down to clean granular material wherever encountered. B- Compact all construction areas with a heavy self propelled vibratory roller to a minimum of 95 % of ASTM D -1557 but not less than 10 passes in each direction. C- Backfill construction areas to required elevation if needed using clean granular material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. Excavate footing areas to proper depth if needed and recompact using a hand held compactor as indicated above. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6" inches in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW /GW). F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. G- Representative samples of the on site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. In the event of existing structures, existing footings or proposed drainage lines, provisions shall be made by the structural engineer and site contractor to protect all footings from undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2500 P.S.F. i/ 2 Page No. 3 149 NE 108th Street, Miami Shores, FL • • ••• • • • ••• .. .. • • • .. • • • • • • • • • • • • • • • • • . • • • • • • .. • .. .. .. • • • • • • • ..... • . • • • • • • • • • • • • • • • • • . • • • Regardless of the thoroughness of a geotechnical exploration he is always the possibility that conditions may be different from those of the test locations; thetgfq 0i T>;EH BT GINEERING CORP., does not guarantee any subsoil conditions between the b ®ve tes hales%The:data Com the soil boring is for foundation analysis only. It is not to be used for excavating or back filling estimates. As a mutual protectior to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reservec pending our written approval. All work must be conducted under the supervision of our geothechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, Ldi a-& Wissam aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk 3 DYNATECH • • ••• • • • ••• •••••••••••• •..•••.• •••• • _ •. • )ENGINEERING CORP. 750 WEST 84TH STREET • • •• • FLIALEAH, FL 33014 • •• • • • • 99 : X 305)8 28 -74 • • • • • • . • • DATE: 08 -31 -05 TEST BORIIG OP011t • CLIENT MR. JIM WAHL PROJECT : Proposed Addition @ •• • • • •• ADDRESS : 149 NE 108th Street, Miami Shores: F•L • LOCATION : See attached plan • .' •MOLE NO.: B -1 • DRILLER: AS LD •• .• • • • .•• •• 1 2 3 4 5 6. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 .26 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to 0'- 8" 0'- 8" to 7'- 6" 7'- 6" to 8' -6" 8'- 6" to 9' -0" 9'- 0 "to 25' -0" TOPSOIL AND GRASS TAN MEDIUM SAND TAN MEDIUM SAND WITH ROCK FRAGMENTS TAN MEDIUM SAND ORANGEISH MEDIUM SAND 2 Hand 4 Hand 6 3 3 H H 5 8 3 8 10 12 16 15 14 31 12 13 16 18 15 34 14 A A 16 ,• A A 18 A A 20 15 11 12 13 23 22 A A 24 A A 26 A A 28 30 32 34 36 38 Water Level: =.8' Below Surface As a mutual protection to dents, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement cotictusions or extracts firom or regarding our reports is reserved pending on our written approval. 4 DYNATECH • • .•. • • • ••• •••••••••••• • • • • • . • • • • E• • • . • • T4INEERING CORP. 750 WEST 84TH STREET • • • •• • H19VAH, FL 33014 • • • • • • • • • •. • ..(3D5) 828 -7499 TEST BORING OR'R: CLIENT MR. JIM WAHL DATE: 08 -31 -05 PROJECT : Proposed Addition @ •. . . • •• ... IJOLE NO.: B -2 ADDRESS : 149 NE 108th Street, Miami Shores, F'L• • • • • .I4JUILLER: AS LD LOCATION : See attached plan •• .. • 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 .26 27 28 29 30 • 31 32 33 34 35 36 37 38 0'- 0" to 0'- 8" 0'- 8" to 1' -0" 1' -0" to 2' -0" 2' -0" to 7'- 0" 7'- 0" to 8' -0" 8'- 0" to 9' -0" 9'- 0 "to 25' -0" TOPSOIL AND GRASS GRAY FINE SAND TAN MEDIUM SAND WITH ROCK FRAGMENT TAN MEDIUM SAND TAN MEDIUM SAND WITH ROCK FRAGMENTS TAN MEDIUM SAND ORANGEISH MEDIUM SAND 2 Hand 4 Hand 6 8 2 3 6 8 10 8 11 12 10 12 10 7 8 8 5 9 23 15 14 A 16 A 18 A 20 17 14 15 15 22 24 A 26 A A A 29 A A A 28 30 32 34 36 38 Water Level: - -8' - - Below Surface as a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorizafion for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •. • ••• • • • • ••• • • • •• • •• •• •• • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • •• • • . • • • •• •• • • • • • • • r • • • • • • • • • •• • • • • • ••• •• APPENDIX • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ..• GENERAL, NOTES •• •• •• ••• ••• • • ••••• ••••• • • • •••• •••• • • • • •••• • •••• ••• ••• • • • • Soil borings on unmarked vacant property should be considered preliminary with further boi (s) to he drilled after building pad (s) are staked.ovtt. • •• ••• •• • • ••• • • • • •• • • • • Soil borings on existing structures that are CA; det'rroli ;d:hrotlid be considered preliminary : additional borings would need to be performed after the structures has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted as confidential property of clients, and authorization fof publication of statements, conclusions extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Relative Density and Consistence Particle Size Cone Standard Boulders > 12 in. Penetration Penetration Relative Cobble 3 to 1 in. Tests kg /cm 2 blows /ft Density Gravel 4.76 mm to 3 in. Sand 0.07 mm to 4.76 mni Silt 0.005 mm to 0.074 mm Clay <0.005 mm Sands 0 — 16 0 — 4 Very loose 17 - 40 5- 10 Loose 41 - 80 11- 20 Firm 81 —120 21 - 30 Very firm Over 120 31 — 50 Dense Modifiers Silts & 0 — 3 0 — 2 Very loose 5% - 10% Slightly silty or Clayey . Clays 4 — 9 3 — 4 Soft 10% - 30% Silty or Clayey 10- 7 5 — 8 Firm 30% - 50% Very silty or Very Claye: 18 — 31 9 —15 Stiff 0 — 5% Slightly Trace 32 — 60 16- 30 Very Stiff 6 —10% Trace Over 60 31— 50 Hard 11 — 20% Little 21 -35% Some > 35%And Rock Hardness Description Soft Rock core crumbles when handled. Medium Can break core with your hands. Moderate Hard Thin edges or rock core can be broken with fingers. Hard Thin edges of rock core cannot be broken with fingers. Very Hard Rock core rings when struck with a hammer (cherts) Olp • • ••• • • • 000 •• 00 • • • 00 00 • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• •• •• • • • • • • • • • • • • • • • • • • • • • A I I e 1 • • • • • • • • ••• ••• • • • • Driveway •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• • P. `.� • CD Tree r4. B2 1 STORY C.B.S. N.W. 108th Street DYNATECH ENGINEERING CORP. - 1 Date : 9/2/05 Scale: N.T.S. 1 Client : Jim Wahl NORTH 1 Project : 149 NE 108th Street, Miami Shores, FL i 1 • • •••••• • • •••••• • • • •• *••. ••••• • • 00000 • • •••••i • • •••••• • • • •••••• • •• • • ••• • • • •••• • •• • • • • • •• 000000 • • • •• • • • • • •• • 000000 • • PCO -IIq RE LIVED DEC 1 2 2CG5 ITY y Co TRACE® Load 700 version 3.0 By DFG Consulting Engineers d" /15/05 Project Name: MR & MRS SKRABUT Dataset Name: C: \CDS \LOAD32\PROJECTS\MR & MRS SKRABUT.LDS Location: 149 NE 108th Street Miami,. FL Building Owner: MR & MRS SKRABUT Program User: DANIEL F. GUTIERREZ, P.E. Company: DFG CONSULTING ENGINEERS, INC. Comments: Location: Latitude: Longitude: Time Zone: Elevation: Barometric Pressure: Air Density: Air Specific Heat: Density - Specific Heat Product: Latent Heat Factor: Enthalpy Factor: Miami, Florida 25.0 deg 80.0 deg 5 7 ft 29.9 in. Hp 0.0760 lb/cu ft 0.2444 Btu/Ib• °F 1.1151 Btu/h.cfm• °F 4,908.6 Btu•min/h•cu ft 4.5819 Ib•min/hr•cu ft Summer Design Dry Bulb: Summer Design Wet Bulb: Winter Design Dry Bulb: Summer Clearness Number. Winter Clearness Number. Summer Ground Reflectance: Winter Ground Reflectance: Design Simulation Period: January through December Cooling Load Methodology: TETD -TAI Heating Load Methodology: UATD 90 °F 77 °F 47 °F 0.95 0.95 0.20 0.20 Project Name: MR & MRS SKRABUT Deftest Name: C :\CDS\LOAD32\PROJECTS\MR & MRS SKRABUT.LDS TRACE® Load 700 v3.0 calculated at 11:18 AM on 11/12/2005 COPY 2 [ EOVED DEC 1 2C05 • • • • �. • •• • ..C,c5-119 • •...... •S...• STRUCTURAL CALCULATIONS FOR Mr. PAUL SKRABUT RESIDENCE ADDITION 149 NE 108TH ST. MIAMI, FL 33161 FLORIDA November 3, 2005 (1 TO ) IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER FLORIDA P.E. #56755 1800 SW 27AVE#401 MIAMI FL 33145 • • •.• • • •• .• . • • .• •. •••• • • • • • • • • •• . . • ••• • • • • • • ••• • • • .. • • ... WIND LOAD DESIGN (ASCE 7 -98) for Exp C I fslop% t0<$1 <30••S4.Jd C�O61.• • PROJECT - SKRABUT RES- Lenght of overhahb "T:= 2. • • • • • Zone a:10% min. width, 0.4 h (not less than 4% min widthor•3 Net a := 3 • • • •• •.• •. Kzt := 1 Kd :_ .85 V := 146 h := 15 1.-.:19.0..• • • r • • • • h,• 9.s�•• Kz:= 2.01r -� Kz= 0.849 900 qz := 0.00256•Kz•Kzt•Kd•V2•1 qz = 39.374 MWFRS Cp := .9 Ga := .85 pMWFRS := qz-Ga-Cp + gz•.18 pMWFRS = 37.209 pMWFRSov:= [gz•Ga•Cp+ (qz-Ga-.8)] pMWFRSov = 56.896 TRUSSES area < =10 sq.ft. L =5 ft NET UPLIFT zonel, zone 2 &3 and overhang Pjl := qz-(-.9 - 0.18) + 10 Pj1 = -32.5 Pj23 := cg•( -2.10 - 0.18) + 10 Pj23 = -79.8 Pjover2 := qz•( -2.2) + 10 Pjover2 = -76.6 Pjover3 := qz•( -3.7) + 10 Pjover3 = -135.7 TRUSSES area =30 sq.ft. L =10 ft NET UPLIFT zonel, zone 2 &3 and overhang Pjjl := qz-(-.86 - 0.18) + 10 Pjjl = -30.9 Pjj23 := qz-(-1.8 - 0.18) + 10 Pjj23 = -68 Pjjover2 := qz-(-2.2) + 10 Pjjover2 = -76.6 Pjjover3 := qz•( -3.2) + 10 Pjjover3 = -116 TRUSSES area =50 sq.ft L =12 ft NET UPLIFT zone 1, zone 2 &3 and overhang Pml := qz-(-.82 - 0.18) + 10 Pmt = -29.4 Pm23 := qz-(-1.6 - 0.18) + 10 Pm23 = -60.1 Pmover2 := qz•( -2.2) + 10 Pmover2 = -76.6 Pmover3 := gz•(2.87) + 10 Pmover3 = -103 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 = -28.6 Pg23 := qz-(-1.4 - 0.18) + 10 Pg23 = -52.2 Pgover2 := qz•( -2.2) + 10 Pgover2 = -76.6 Pgover3 := qz•( -2.5) + 10 Pgover3 = -88.4 COEF TO ADD TO JACK TRUSSES COEF TO ADD TO GIRDERS AND TR L >17.3 Kjk:= L-2-(Pjover2 - Pjl) + [a-2- (Pj23 - Pj1)1•1 Kgi:= L-2-(Pgover2 - Pgl) + [a•2-(Pg23 - Pgl)]'2 Kjk = - 459.892 Kgi = - 475.642 l COMPONENT AND CLADDING WALLS AREA 10 SQ.FT p10w45:= qz.(1 + .18) p 10w4 = qz• ( -1.1 - .18) p1OwS := qz•( -1.4 - .18) AREA 20 SQ.FT p20w45 := gz•(.94 + .18) p20w4 := qz -( -1.05 - .18) p20w5 := qz•( -1.3 - .18) AREA 30 SQ.FT p30w45 := qz.(.91 + .18) p30w4 := qz•( -1.02 - .18) p30w5 := qz•( -1.24 - .18) AREA 50 SQ.FT p50w45 := qz.(.87 + .18) p50w4 := qz• ( -.97 - .18) p50w5 = qz•( -1.16 - .18) AREA 100 SQ.FT p140w45 := gz•(.82 + .18) p100w4 := qz•( -.92 - .18) p144w5 := qz -( -1.05 - .18) AREA 150 SQ.FT p150w45 := qz•(.8 + .18) p150w4 := qz -( -.9 - .18) p150w5 := qz•( -1.0 - .18) AREA 200 SQ.FT p200w45 := gz•(.76 + .18) p200w4 := qz.(-.86 - .I8) p200w5 := qz.(-.94 - .18) AREA 500 SQ.FT p500w45 := qz•(.7 + .18) p500w4 := qz -( -.8 - .18) p500w5 qz.(-.8 - .18) • • •• •• • • • • • • • • • • • •• • • • • • • • • la '1 •• p10w45 = 46.462 •• p1 Ow4 = - 50.399 • •' p1OwS = -62.211 p20w45 = 44.099 p20w4 = -48.43 p20w5 = - 58.274 p30w45 = 42.918 p30w4 = - 47.249 p30w5 = - 55.912 p50w45 = 41.343 p50w4 = -45.28 p50w5 = - 52.762 p100w45 = 39.374 p100w4 = - 43.312 p 100w5 = -48.43 p150w45 = 38.587 p150w4 = - 42.524 p154w5 = - 46.462 p200w45 = 37.012 p200w4 = - 40.949 p200w5 = - 44.099 p500w45 = 34.649 p500w4 = - 38.587 p500w5 = - 38.587 ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • ••• •• • • • • • • • • • • • • • •• • • • • • • • • ••• • . • qzs .3.74 • • •. • • . . • •• • ••• • •• • • • • ••• •• • • • • •• 2 • • ••• • • •• •• • • • .•. • .. .• • • • • . . • • • • • • • • ••• • • • • • • • • • • ' • • ••• • • • • • • •• • • •• •'• • ••• WIND LOAD DESIGN (ASCE 7 -98) for Exp 0 Qf slo�Se'I0.$1 <3Q • SU.CcO111, • PROJECT -SKRABUT RES-- Lenght ofoverhaNg • := 2.• • •• • Zone a:10% min. width, 0.4 h (not less than 4% min vtjdth • or • • 3 feet a := 3 • •• ••• •• • Kzt:= 1 Kd:= 1 V := 146 h := 15 I : =.1•.0 ' 1 • • =-' • •• • • • • (r, li. `� •' Kz = 2.01 900 Kz = 0.849 qz := 0.00256•Kz•Kzt•Kd-V2.1 qz = 46.323 MWFRS Cp := .9 Ga :- .85 pMWFRS := gz•Ga•Cp + qz-.18 pMWFRS = 43.775 pMWFRSov : = [gz•Ga•Cp + (gz•Ga••8)] pMWFRSov = 66.936 TRUSSES area < =10 sq.ft. L =5 ft NET UPLIFT zonel , zone 2 &3 and overhang Pjl := qz.(-.9 - 0.18) + 10 Pjl = -40 Pj23 := qz.(-2.10 - 0.18) + 10 Pj23 = -95.6 Pjover2 := qz- ( -2.2) + 10 Pjover2 = -91.9 Pjover3 := qz•( -3.7) + 10 Pjover3 = -161.4 TRUSSES area =30 sq.ft. L =10 ft NET UPLIFT zonel, zone 2 &3 and overhang Pjjl := qz•( -.86 - 0.18) + 10 Pjjl = -38.2 Pjj23 := qz.(-1.8 - 0.18) + 10 Pjj23 = -81.7 Pjjover2 := qz•( -2.2) + 10 Pjjover2 = -91.9 Pjjover3 := qz•( -3.2) + 10 Pjjover3 = -138.2 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 = -72.5 Pmover2 := qz- ( -2.2) + 10 Pmover2 = -91.9 Pmover3 := qz.( -2.87) + 10 Pmover3 = -122.9 TRUSSES area > =100 sq.ft. L >17.3 ft NET UPLIFT zone 1, zone 2 &3 and overhang Pg1 := qz.(-.8 - 0.18) + 10 Pgl = -35.4 Pg23 := qz.(-1.4 - 0.18) + 10 Pg23 = -63.2 Pgover2 := qz- ( -2.2) + 10 Pgover2 = -91.9 Pgover3 := qz.(-2.5) + 10 Pgover3 = -105.8 COEF TO ADD TO JACK TRUSSES COEF TO ADD TO GIRDERS AND TR L >17.3 Kjk:= L.2.(Pjover2 - Pjl) + [a•2-(Pj23 - Pj1)]•1 Kgi := L•2•(Pgover2 - Pg1) + [a.2.(Pg23 - Pg1)] -2 Kjk = - 541.049 Kgi = - 559.579 3 • • •. •• • • • • • • • • • • ••• • • • ••• • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • ••• • . •. • • .• • • • .• ••• • • • . . • COMPONENT AND CLADDING WALLS �' 15 • 46.113 qz • PROJECT - SKRABI RE - Kd:- 1 • AREA 10 SQ.FT p10w45 := qz.(1 + .18) pIOw4 := qz-(-1.1 - .18) plOw5 := qz.(-1.4 - .18) AREA 20 SQ.FT p20w45 := gz•(_94 + .I8) p20w4 := qz•( -1.05 - .18) p20w5 := qz.(-1.3 - .18) AREA 30 SQ.FT p30w45 := gz•(.91 + .18) p30w4 := qz•( -1.02 - .18) p30w5 := qz.(-1.24 - .18) AREA 50 SQ.FT p50w45 := gz•(.87 + .18) p50w4 := qz.(-.97 - .18) p50w5 := qz•( -1.16 - .18) AREA 100 SQ.FT p100w45 := qz.(.82 + .18) p100w4 := qz-(-.92 - .18) p10Ow5 := qz.(-1.05 - .18) AREA 150 SQ.FT p150w45 := qz.(.8 + .18) p150w4 := qz.(-.9 - .18) p150w5 := qz-(-1.0 - .18) AREA 200 SQ.FT p200w45 := gz•(.76 + .18) p200w4 := qz.(-.86 - .18) p200w5 := qz.(-.94 - .18) AREA 500 SQ.FT p500w45 := qz•(.7 + .18) p500w4 := qz.(-.8 - .18) p500w5 := qz.(-.8 - .18) .•.. plOw45 = 54.661 .• pl Ow4 = - 59.293 • • plOw5 = -73.19 p20w45 = 51.881 p20w4 = - 56.977 p20w5 = - 68.558 p30w45 = 50.492 p30w4 = - 55.587 p30w5 = - 65.778 p50w45 = 48.639 p50w4 = - 51271 p50w5 = - 62.072 p100w45 = 46.323 p100w4 = - 50.955 p100w5 = - 56.977 p150w45 = 45.396 p150w4 = - 50.029 p150w5 = - 54.661 p200w45 = 43.543 p200w4 = - 48.176 p200w5 = - 51.881 p500w45 = 40.764 p500w4 = - 45.396 p500w5 = - 45.396 • •• •• • • • • • • • • • • • • ••• •. IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W. 27 AVE. #401 MIAMI, FL. 33145 FLORIDA CERTIFICATE No.56755 PH: (305)6489008 FAX: (305) 6484)128 DESIGN CALCULATIONS .1 -1; T 1 1 1 i = • • • • • •• • • • • • • • • is • •• ••• • • • JOB .j : • :. - . • • • _. 4: SHEET NO _ OF; . CALCUI,ATEDpY • • DATE_ CHEerst• D O.. : • __!: • • • • tlibeE - . SCA14.e. • :s. . ._ • • .... : : - • :-- .:• •:• •• • -1 . . i 1 1 , -,11 , - • •s • !fw I •• ..! • • •• io• 7..,.9_,,,-41,77„..„ ... _f..- —. -• lir-A:4c oil ,111:11: 17:11.1".1 *ILI- 11111 '''' eTtit';°■-• Al I ' . Z.: m •1• s'i • •• ■ - 1 44.0 . 7 • -/ - 1. 1 : :. ID .1° 1 I ; '' 41/2 i •I --? 1 .3. ,r- 4-- - • f- — I 1.01 1,f,4.Ael)167. I. el ----h.—Jr-- I- 1 1 ! 1 • • . I -- • - I . . - •-- t 1— I I I 1 • 1 ' 1 -t • 1 1 1; 1 ; I . I ! 1 ' 1 i , • • -1 - _L. L - 9 f 1 I I i I i 1- - - I , • i i i I /) + - ° .1 _6,1 7 1 I—I .111 3' 1 17 , • , 1, kr iv, Lit! • -• 1 41' - - i I 1 I I 1 1 I • , 1 1 , 1 1 _ . • ! .1 Il i • I - i- , , 1 , IGNACIO J. CALVO P.E. 2333 BRICKELL AVE # 902 MIAMI FL 33129 P.E.#56755 ph 305 8609737 • • •• •• • • • • • • • ... • • ••. • • • •. •. • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • . •• • • •• .'• .'. :.. HOLLOW MASONRY WALL DESIGN w/ wind increase Z.33 • ' • • • • • • • . •:• :•• •. • • • • . • LOCATION—FIRST fl wall— Masonry fm := 1500 Fs := 24000 Faceshell thickness Lenght of wall TOTAL # of grout.cells w/ rebars • Steel • • Em := 900-fm Em = 1.39 x • 14"4: empty: nuis.'wh4P(id2 per ft) Es := 29000000 tfs := 1.25 b := 48 Neel := 1 Lenght of wall SOLID bw:= Ncel•8 bw = 8 • • PROJECT — SKRABUT RES •• • •• ••• •• Awe := 30 Gray Toad Pdl:= 960 lbs Moment (Wind) Mw := 5662 in lbs Width of wall H := 7.625 d := 2 L Area of 1 rebar areb := .31 d = 3.813 Net Masonry Area An := H• bw + j ANN-e• ( b - b ) 1 [ 12 Radius r := 2.8 Height of wail h := 9.12 h= 108 Es n :– Em — n = 21.481 As ro :- b•d) ro= 1.694x 10 -3 Steel area As := Ncel.(areb) As = 0.31 Net Masonry Area An = 161 k.– [– As•n– [tfs•th –bw)]] + I( As• n)+[ tfs-( b– bw)]]L J +Ltfs2•[bw•(b– bw)]j +2•d•bw•As•n ((lbwc) (d•hw) k = 0.246 li l w: =k•d w =0.938 1 (k•d•bw) + [tfs•(b – bw)•r2 d – (3k)] (k•bw ) + tfs (k•d)_ ]1 in [2 -tfs ib – bw)] [[[(k•d) – tfs]•Ld – 12s111 + r(tfs rd – tfs (k.� L ` J L ) • I\ j := .ii l •jj2 jj l = 0.024 jj2 = 38.402 j = 0.94 6 IGNACIO J. CALVO P.E. 2333 BRICKELL AVE # 902 MIAMI FL 33129 P.E.#56755 ph 305 8609737 Pdl fa := A n - fa = 5.963 Fa := fin-0.25. 1 — h )`. 140.r Fb := 1 — fa Fa = 346.535 Fb = 659.037 • •. • • •0* • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • ••• • ••• • • •. • • • • • • • •.. 0.• • •.. • • • • • • •. • • . • • • •.• • • • •. 00. .. • • • • .. • . . • • ... 00 • (k-d) tfs tfs nitts its M:= .5•Fb•k•d -bw d — + [Fb•tfs•(b — b«-)]•[(1 — kd) [d — C 2 )] + (__) [4i _ (-3 )]' Ms := As•Fs•j•d•1.33 Mm = 4.824 x 104 Ms = 3.547 x 104 Mmax 1. 1_ 33.1 '). \ Mw Mmax = 5.713 x 103 Fb Mmax should be less than Mm and Ms -9 • ••. • • • •.• •• • • • • • • • • • • • • • • • • • • • •.. • • • • • • • • • • ... • • • • • • • • • • HOLLOW + SOLID MASONRY COLUMN DESIGN w/ wfid iviedse.3.33 . • • * • • • • • • • ••• ••• ••• ••• • • • • LOCATION-6' WIDE OPENING— PROJECT—SKRABUT RES-- •• • • • •• •• Masonry • Steel •. • • • 6• .. Atitabf empty f n := 1500 Em := 900 -fm Em = 1354 10 ■ • iris! It(fat2 per ft) Fs = 24000 Es := 29000000 Awe = 30 Faceshell thickness tfs := 1.25 Lenght of wall TOTAL b := 36 # of groutcells w/ rebars Ncel := 2 Lenght of wall SOLID Gras load Pdl := 4949 lbs bw := Nce18 bw = 16 Moment (Wind) Mw := 32951 in ibs Width of wail H := 7.625 d := 2 Area of 1 rebar areb :_ .31 d= 3.813 Net Masonry Area An := Him + [Awe (b — bw f ] 12 Radius r := 2.8 Height of wall h := 9.12 h = 108 Es n:= Em n = 21.481 As ro :— — (b•d) ro= 4.517x 10 3 • Steel area As := Ncel•(areb) Net Masonry Area An = 172 A k.— [ s•n — [tfs•(b — bw)] ] + V [I As•n + tfs•(b — bw) ]2J + [tfs2•[bw-(b — bw)] J + (2•d•bw•As•n) (d•bw) ((lbw) .112:= k = 0.355 jj1 •— w:= k•d w= 1.352 in 1 (k•d•bt,-) + [Ifs-(b — b «-)•L2 [()�� d •(k•btt + 2•tfs•(b — b.� r 11 [().[d tfs trs (dkl )� [ )] [tk•d)— d) -- (6) 2J + —(3) L )) (1; d2) := jj1•jj2 jj1 = 0.021 jj2 = 42.805 j = 0.883 fa := Pdl — An h 2 1 4141 . Fa := fm -0.25. 1 (-___) Fb : [1.33{_).fin] I.f a _ • • ••• • • 4141 4141 • • • • •• 4101 •. • .• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • 0041 • • • • 000 • •� ••0 • • '• • • • • .• • �• • • • • 40410 •.• • 0400 .•• • • • • • • fa = 28.773 Fa = 346.535 Fb = 636.227 • • •0 4141• • •• •• • • • 00 • • • • • •0• O. • Mm := .5•Fb•k•d.bw[d — (k-dl J + Fb•tfs•(b — b�l ).[[1 — ( )l I d — ( Ifs -)] + (2 d"i Fd (± Ms := As- Fs- j.41.33 Mm = 5.191 x 104 Ms = 6.659 x 104 1.33•(7 .fml Mmax := J Mw Mmax = 3.444 x 104 Fb Mmax should be Tess than Mm and Ms 4 1 } I IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W. 27 AVE. #401 MIAMI, FL. 33145 FLORIDA CERTIFICATE No.56755 PH: (305)6489008 FAX: (305)6489128 DESIGN CALCULATIONS k/ • • ••• • • • ••• •• •• • • • • • •• •• • �• /p • t- • • JOB •> 7fr /�'T1ewi •, • • • SHEET NO CALCOLATEO BY DATE, _ f CHEC IQ81l.i • -•• -- f.• ••• • SCALE • • • • • • • •o ••• ••• ••• • • I j••• . _ j • 'i• -4 i •i - -+ 1 • ! I • I • • t ! Sri • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • •••• • • • • • • • • • ••• • • • • • • ••• • • • • ••• HOLLOW + SOLID MASONRY COLUMN DESIGN wf iVind irjcrra%$ 1.53; • :0 :: • • LOCATION-6' WIDE OPENING— Masonry fm := 1500 Fs := 24000 Es := 29000000 Awe := 30 Faceshell thickness tfs := 1.25 Lenght of wall TOTAL b := 28 # of grout.cells wt rebars Neel := 1 Lenght of wall SOLID bw := Nee1.8 bw = 8 • • • • • • • • • • • • • • • • • • • • i3RO'Jrcr- SKRABUYRES -- Steel • •• • • ' •• ••• • •• . . • • • • :.: AYel'of efhpty Em := 900 fm Em 1.361x = • • • • • • naas.wall•Cm2 per ft) Gray load Pd1:= 3271 lbs Moment (Wind) Mw := 21964 in lbs Width of wall H := 7.625 Area of 1 rebar areb := .31 H 2 a. d = 3.813 Net Masonry Area An := H. bw + [A\ve ( b - bw ) J 12 Radius r := 2.8 Height of wall h := 9.12 h = 108 Es n := — Em n = 21.481 ro :- As ro = 2.904 x 10- 3 h•d) Steel area As := Ncel•(areb) Net Masonry Area An = 111 :- [ -As n - [tfs -t b - bw)] ] + [ As .n + tfs.( b - bw) J`_ + �tls2 [bii'•( b — bw)]] + (2.d. bir As n) (d•bw) (d•bw•) k = 0.297 w:= k•d w = 1.133 in .0 1 (k•d•bw-) + tfs•(b - bw) 2 tfs tk•d) - d k d l�tkbic)�+ 3JJ [2• tfs- tb -bi\)] [[k.d)— rtJ•Id —+[( )Ld 0).111 L j := jjl•jj2 jj1 = 0.032 jj2 = 28.422 j = 0.903 �i • • ••• • • • ••• • • •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• •. • • •• • • • • • • • • • • • Pdl • • • .• fa --- ... ... ... ... • • An r Fa := fin.O.25• 1 — h 140 -r Fb := [I.33.(!).finIth. • • . • •• • • • • • ••• •• • • •• ••• •• fa = 29.468 Fa = 346.535 Fb = 635.532 Mm:_.5•Fbl:dbitrd —tl3d) +Fb•tfs•tb— bw).[[1 —( s)1Cd— ( Ifs 11 +(2tfs�1(d —(`��1 Ms := As•Fs• j•d• 1.33 Mm= 3.443x 104 Ms = 3.405 x 104 Mmaas :_ [1.33-(-1)- Fb Mw Mmax = 2.298 x 104 Mmax should be less than Mm and Ms • - 1 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W. 27 AVE. #401 MIAMI, FL. 33145 FLORIDA CERTIFICATE No.56755 PH: (305)6489008 FAX: (305) 6489128 DESIGN CALCULATIONS 1 • • ••• • • • ••• •• •• • • • •• •• • gre ispo foa..„•; •• `-iti • • SHEEINO - 0::: CALCULATED BY __ DATE CHAKEDial` I. . Ai: _ • • • lo • • : t•ATE _ • S C A 1 .t. . • • • • .: • : •• • •• • - •• sop ••• Ass • • 1 - Ig 1. ; 1 - I 1 1 ;1;;;; • i I I 1 i I i t ' t 1 ' 1 e; • . • , I -71--._14 C. 1 a--; 010 ots 10 Os iloolli woo 1, : •1• 1 • • •■• 1 • I . titt-4-----+----1- e 4 ° 1•4• li r, , lt1 ! i • .•• •1 • .1. s .1. • •. 1 I 1 i 1 i .: . - , . 1 ■ ! { : i ! 1 . ■ i : I i 1 i . I- - It ; -1 - • . -^i* .L.J 1 1 i I , : I I - ---! • • - - •-1-- - ! i , 1 i 1 • 1 ' 1 ; ■ 1 I 1 I 1 1- 1 I " - 1 . 1 --- --1 4 3 I ./ k- 1 • -; ; • ,_ - -.1 ---1- ----I- --- 1 -V I . I 1 1 . 1 1 1 I ; , • , 1 . i --I f f . . 1 i t i 1 . = 1 . • .• 1 1 ] -1 .-1 1 I i • • . -.I 1 f I ■........./.7ii■■•■■ +,. ! 1 4 •1 -74 I I 1 1 111111 1 . ._.:;t't: e 0 1 • 1;1 1 .• ; . • t t t *: • • ; • .• . ; 1 • i , - , 1 -'-I. • I . , • , ' . 1 !; ; - - 1 . 1 1 • i ' - . 1 1 1 1 i I 1 i 1 f I . t , ! , i • t ; i t 1 - 1 f I 1 i r • .• . i 1 . , _ i 1 , i , I , i , i . , 1 • ! ' t 1 t Ignacio J. Galva P.B. Stuctural Engineer 2333 Bricked Ave* 902 Miami, FL 33129 • • • •• • • • ••• •. •• • • • •• •• • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • ••• • • • • •.• • • • • • ••• Wood Beam Calculations Project; SKRABUT, TERR910E'RIME S • • • • '. • • • • • • • • • • • • • • Structural 2 Southern Pine 2x4 Fb =1500 2x8 Fb=1250 2x8 FIr1'200' • 11x10=1050 2x12 Fb 975 psi CMv =.97 CMc=.8 CMe=.9 If Fb>1150 CMb=.85, if not CMb=1 # of Wood Beams No := 1 inch Beam Depth d := 9.5 inch Beam Width b := 1.5 inch Beam Lenght Lo := 15.5 ft Load Tributary Lenght Lt1 := 1.33 ft Dead Load DL := 30 psf Live Load LL := 30 psf Design value (bending) Fb := 1050 psi Design value (shear) Fv := 90 psi Deformation Modulus E := 1600000 Additional Load adload:= 0 wdl :_ [(DL + LL)•LtIJ + adload (wdl- Lo2).12 4 Mdl 8 VIdI - 2.876 x 10 •• • • • •• s• OOOO • Load Durat ul CUtof ::.• Wet Servioo Pastor (Fbg • : Wet Service Factor (Fv) Wet Service Factor (Fc) Wet Service Factor (E) Temperature Factor Beam Stability Factor Size Factor Volume Factor Flat Use Factor Incising Factor Repetitive Member Factor Curvature Factor Form Factor Shear Stress Factor Buckling Stiffness Factor Bearing Area Factor wdl = 79.8 plf lbs. inch Vdl._ (wdl-Lo) 2 ••• •• ZD : ='l• 25 GMb !r 1 CMv := 1 CMc := 1 CMe := 1 Ct 1 CL := 1 CF := 1 CV := 1 Cfu := 1 Ci := 1 Cr := 1.15 Cc := 1 Cfo := 1 CH 1 CT := 1 Cb := 1 5 [Lo. 12)4] J Delta = Vd1= 618.45 lbs S := [(Check required Section Modulus (Bending) b-d2)] No S = 22.563 inch 6 Fbr := Fb• CD- CMb •Ct•CL•CF•CV- Cfu•Ci- Cr•Cc•Cfo Fbr = 1.509 x 103 psi tb := Mdl S Check required Section (Shear) A:= b.d.No A= 14.25 inch2 fb = 1.275 x 103 a tb <= Fbr Section O.K. Fvr := Fv-CD•CMv-Ct•Ci•CH Fvr = 112.5 psi - (1.5 Vdl) fv = 65.1 psi fv <= Fvr Section O.K. A Check Deformation Er := E- CMe•Ct•Ci•CT Er= 1.6 x 106 [(bi)1 2 No 12 I = 107.172 inch Deltall := Lo 12 Deltall = 0.775 inch 240 [.(1) 12 Delta = 0.604 Delta <= Deltall Section O.K. (384 -Er•I) • • • ••• • • • ••• •. .• • • • •. .• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 000 • • • • ••• • • • ••• 00 • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• 000 ••• ••• • • •• • • • 00 ••• •• • • • • • • • • • •r •- • • • • ••• •• 0.46 P'PPPPPPPPPT3FPPPPPPPP 0.46 kilt 20.17 ft Lmax = 5.063 k Vmax left = 5.063 k Mmax = 25.53 k -ft Dmax = - 0.4740 in Rmax = 5.063 k Vmax = 5.063k /,6 Title : % RABl1T• • • • • • • • • Job # Dsgnr: i • •' • • • i i • • Mite::6:19PM, 3 NOV 05 Dese.dpon : • • • • • • • • • • • • • • • • • ••• • • • • ••• Scope: Rev: 580008 User. KW- 0806533, Ver 5.8.0,1 -t ec-2003 (c) 1883 -2003 ENERCALC Engineering Software Description Steel Beam Design' TERRACE STEEL TUBE BEAM :^u •• • • • • • • • • • • • •• _ Page 1 • • • • • • skrabut:ecw:Catculations ••• ••• ••• ••• • General Information Code'llpf: /10c 9m 4S12,1 9 JBC, 8003 IBC, 2003 NFPA 5000 Steel Section : TS1OX4X1 /2 Center Span 20.17 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length 20.17 ft Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together •• • : gy • •' i i :11 • •' 36•OOksi Load Duration Factor 1.00 Elastic Modulus 29,000.Okat Distributed Loads Notel Short Term Loads Are WIND Loads. 05.t00, A10,.,.h.:.'2!,...'x. s: ,kFfiS:,. htir.':F:nS,'^, �. }„w R".1..7k, i:,.n DL LL ST Start Location End Location Summary #1 #2 #3 #4 #5 #6 67 0.230 k/ft 0.230 kilt kilt ft 20.170 ft Using TS10X4X1 /2 section, Span = 20.17ft, Fy = 36.Oksi End Ray = Pinned - Pinned, Lu = 20.17ft, LDF =1.000 _AFL Allowable Moment 25.535 k-ft 53.658 k-ft fb : Bending Stress 11.307 ksi 23.760 ksi fb /Fb 0.476:1 Shear 5.064 k 144.000 k fv : Shear Stress 0.506 ksi 14.400 ksi tv / Fv 0.036 :1 Force & Stress Summary Max. M + Max. M- Max. M�Left Max. M Right I*aodmum 25.53 k-ft DL Only 13.84 40010p00 0:17 Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Dell Length/(DL +LL Defl} -0.474 In 942.0: 1 510.5:1 «- These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST Center Center @ Cants 25.53 k-ft k-ft k -ft k-ft k k -0.474 -0.474 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 5.06 5.06 k k Shear fa Left 5.06 k 2.74 5.06 Shear ft Right 5.06 k 2.74 5.06 Center Defl. Left Cant Defl Right Cant Defl -0.474 in 0.000 in 0.000 in -0.257 0.000 0.000 ...Query Defl 0.000 ft 0.000 Reaction ra Left 5.06 Reaction tg Rt 5.05 Fa c alc'd per Eq. E2 -2, K*Ur > Cc 2.74 2.74 5.06 5.06 Section Properties TS10X4X1/2 Depth Thickness Width Area Rt Values for LRFD Design.... 10.000 In 0.500 in 4.000 in Weight lxx IYY Sxx 12.401n2 Syy 2.000 In R -xx R -yy J 86.900 in4 Zx Zy 42.12 fl/ ft 136.000 in4 30.800 in4 27.100 in3 15.400 1n3 3.310 in 1.580 in 38.100 in3 18.500 in3 IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W. 27 AVE. #401 MIAMI, FL. 33M5 FLORIDA CERTIFICATE No.5675,5 PH: (305)6489008 FAX (305) 6489128 DESIGN CALCULATIONS T T 1 _ -1 - -- II SHEET IU(7•a —s i� i s s iF -- - -- CALi,(JLA EDBj'• ••• • • • • •U�A•tC.. CHECKED BY DATE— SCALE. ••• SCE• •- • • • -.- • • • --••• . • • • • • • • • • r- • • • ••• • • + ••• • • �• 1 ••j • • ••• j •• , • • • • • • I • • •• • • • • • • • • • • • • • • • • •• j• • •I • • ••i• i • � 1 - I +`` I 1 1 I t1 - a • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1d' 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT.ASSN. Page 2 3:00:09 PM Licensed to: I.C., MIAMI, FL •• • •• •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • FILE NAME C: \RB -1.ADS ••• ••• ••• ••• • • PROJECT ID. SKRABUT RES •• • • • •• ••• •• • • • • • • • • • SPAN ID. RB -1 ENGINEER LC DATE 10/19/05 TIME 12:31 UNITS U.S. in -lb CODE ACI 318 -95 SLAB SYSTEM CONTINUOUS BEAM FRAME LOCATION INTERIOR DESIGN METHOD STRENGTH DESIGN NUMBER OF SPANS 4 • • • • • • • • •• • • • • • ••• •• CONCRETE FACTORS SLABS BEAMS COLUMNS DENSITY(pcf ) 150.00 150.00 150.00 TYPE NORMAL WGT NORMAL WGT NORMAL WGT f'c (ksi) 3.00 3.00 3.00 density factor 1.00 1.00 1.00 fr (psi) 410.80 410.80 410.80 REINFORCEMENT DETAILS: NON- PRESTRESSED YIELD STRENGTH (flexural) Fy = 60.00 ksi YIELD STRENGTH (stirrups) Fyv = 60.00 ksi DISTANCE TO RF CENTER FROM TENSION FACE: AT BEAM TOP = 2.50 in OUTER LAYER AT BEAM BOTTOM = 2.50 in FLEXURAL BAR SIZES: MINIMUM 1 MAXIMUM AT BEAM TOP = # 4 #14 AT BEAM BOTTOM = # 4 #14 MINIMUM SPACING: IN BEAM = 1.00 in • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • . • ••• • • • • ••• 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 3:00:09 PM Licensed to: I.C., MIAMI, FL • • • • • ••• •• • • •• • • • • • SPAN /LOADING DATI •• • • •• • • • ••• * * * * * * * * * * * * * * **; • • • • . • . ••• •.• •.• • • SPAN NUMBER LENGTH Tslab L1 (ft) (in) 1* .5 .0 2 6.3 .0 3 12.5 .0 4* .5 .0 WIDTH L2 * ** LEFT RIGHT (ft) (ft) .3 .3 .3 .3 .3 .3 .3 .3 SLAB 1 DEySJG,N • CQLU 1 L•T,jNI,�'QRM LOADS SYSTEM ( STj2IYl•; :TZtIr :,5.•j)L LIVE I (ft): :: (ft :. :(psf :) (psf ) •• •• • ••r•••• 5 I .7 .7 5 1 .7 .7 5 1 .7 .7 5 1 .7 .7 .0 .0 .0 .0 .0 .0 .0 .0 * - Indicates cantilever span information. ** -Strip width used for positive flexure. * * * -L2 widths are 1/2 dist. to transverse column. "E "- Indicates exterior strip. PARTIAL LOADING DATA * * * * * * * * * * * * * * * * * * ** SPAN No. 1* 2 3 4* LOAD No. 1 1 TYPE UNIF UNI F PARTIAL DEAD LOADS Wa Wb La Lb 300.0 .0 .0 6.3 300.0 .0 .0 12.5 * - Indicates cantilever span information. LOAD No. 1 1 TYPE UNI F UNI F PARTIAL LIVE LOADS Wa Wb La Lb 300.0 .0 .0 6.31 300.0 .0 .0 12.51 UNITS FOR: UNIFORM LOAD: Wa pif La & Lb... ft CONCENTRATED LOAD: Wa kips La ft TRAPEZOIDAL LOAD: Wa & Wb..plf La & Lbft MOMENT: Wa ft -k La ft NOTE: Local effects of partial loadings axe NOT considered by ADOSS, compute manually. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4 3:00:09 PM Licensed to: I.C., MIAMI, FL 1 SPAN 1NUMBER 1 2 3 4 BEAM WIDTH (in) 8.0 8.0 8.0 8.0 • • • • ••• •• • • •• • • • • • BEAMS ALONG SPAN DA`�A • • • • • • • �• *** * * * * * * ** * * * * ** /•'.ii 1•• •1• i•• ••• ••• • • • • •• ••• •• BEAM DEPTHS 6a1 W1IH:LNF'riS �• LEFT CENTER RIGHT 1; jtSoj;r 1 (in) (in) (in) •1 s( et.) • • ('fta).a 1• 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 .0 .0 .0 .0 .0 .0 .0 .0 • • ••• • • • ••• .• .• • • • •. •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •.• • • • • ••• 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5 3:00:09 PM Licensed to: I.C., MIAMI, FL • • • • • ••• •• • • •• • • • • • • COLUMN /TORSIONAL DATA: •• • • • • •• COLUMN 1 COLUMN ABOVE SLAB i COLUMN BELOW SLAB I•CA?I1AIJ * *•. 1 �OLUM�11 MIDDLE! NUMBER 1 C1 C2 HGT I C1 C2 HGT 1' XT IE :TV I .TRIT* STRIP*I I (in) (in) (ft) 1 (in) (in) (ft) I : 4 : ri�11. 1: (ft): (ft) r• • • • • • I••• • 1 1 .0 .0 .0 I 12.0 8.0 11.0 1 .0 .0 I .7 .0 2 .0 .0 .0 1 12.0 8.0 11.0 1 .0 .0 1 .7 .0 3 .0 .0 .0 I 12.0 8.0 11.0 1 .0 .0 1 .7 .0 I 1 Columns with zero "C2" are round columns. * -Strip width used for negative flexure. * *- Capital extension distance measured from face of column. COLUMN NUMBER 1 2 3 SUPPORT FIXITY* 0% 0% 0% * - Support fixity of 0% denotes pinned condition. Support fixity of 999% denotes fixed end condition. • • •.• • • • •.• •• •• • • • • • • • • • • • • • • • •• • • • • • .•• • • • • • • • • • • • 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 6 3:00:09 PM Licensed to: I.C., MIAMI, FL • • • • • ••• •• • • •• • • • • • LATERAL LOAD /OUTPUT DJITA • • • • • • • 1 • * * * * * * * * * * * * * * * * * * * *�.i°ir *•.. ••• ••• ••° • •• LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 100% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U = .90 *D + 1.30 *W OUTPUT OPTION(S): Input Echo Column Service Load Table Centerline Moments and Shears Column Strip Distribution Fac Shear Table Reinforcing Required Deflections * *TOTAL UNFACTORED DEAD LOAD = LIVE LOAD = • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• 8.417 kips 5.625 kips • • ••• • • • •.• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 7 3:00:09 PM Licensed to: I.C., MIAMI, FL • • • • • ••• •• • • •• • • • • • SERVICE LOAD TABLE FOR INPUT TO PCACOL 4LENAR COLUMN DE414N••• ********** * * * * * *:t * * * * * * * * * * * * * * * * * * * * *+• iii * *•1 # * *,I 4 **I•� * * *:y * *••• COLUMN NUMBER 1 AXIAL LOAD MOMENT•A; • • orommx iT (kips) TOP t- N: : : :B .(ftik) s t • s 1 AC • • • • • • • • • • • LOAD PTRN 1 DEAD .1 ••.0• • • • • ••• •e LIVE .8 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD .1 .0 .0 LIVE -.8 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD .1 .0 .0 LIVE .8 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD .1 .0 .0 LIVE .1 .0 .0 LATL .0 .0 .0 COLUMN NUMBER 2 AXIAL LOAD (kips) MOMENT AT TOP (ft -k) MOMENT AT BOT (ft -k) LOAD PTRN 1 DEAD 6.2 .0 .0 LIVE 4.1 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD 6.2 .0 .0 LIVE 3.0 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD 6.2 .0 .0 LIVE 1.1 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD 6.2 .0 .0 LIVE 4.1 .0 .0 LATL .0 .0 .0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • •. • • • • • • • ••• • • • • • • • • • • • 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 3:00:09 PM Licensed to: I.C., MIAMI, FL • • • • • ••• •• • • •• • • • • • SERVICE LOAD TABLE FOR INPUT TO PCACOL a:LEMDtg C4LUMe $EgIgN"• COLUMN NUMBER 3 AXIAL LOAD (kips) MOMENT AT MOMENT AT TOP •11-+kS • : ENBY1b,(ft ;k) • • • • • • • • • LOAD PTRN 1 DEAD 2.2 •• . 0• • • • • ••• 1.4!) LIVE 1.5 .0 .0 LATL .0 .0 .0 LOAD PTRN 2 DEAD 2.2 .0 .0 LIVE 1.5 .0 .0 LATL .0 .0 .0 LOAD PTRN 3 DEAD 2.2 .0 .0 LIVE .0 .0 .0 LATL .0 .0 .0 LOAD PTRN 4 DEAD 2.2 .0 .0 LIVE 1.4 .0 .0 LATL .0 .0 .0 NOTE: Add dead, live and lateral axial loads as appropriate. Top moments are those at joint bottom. Bottom moments are those at joint top. Moments are positive when counter - clockwise. Axial forces positive when compressive. • • ••• • • • • • . ••• •• • • • •. • • • • • ••• • • • • • • • •0 • • • • • • 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 9 3:00:09 PM Licensed to: S.C., MIAMI, FL •• ,•• •• • •; • • • .•• • • • • • • • • •• • • • •• - - -- STATICS PRINT -OUT FOR GRAV;TY:T.,pAD.1.TAt,•Y�SIS •-• -•• • * * ** * * * * * * *** ** * * * * * * * * * * ** � * * * * * * * ** * * * ** • • J O I N T M O M E N T S " ; 3it•'- •.k.S.1s • •p• •• -f -! 10" •• • • • t' • JOINT PATTERN -1 •• • • • •• PAir4t4..442..• NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM 1 .0 .0 .0 .0 .0 .0 .0 .0 2 -20.6 20.6 .0 .0 -19.6 19.6 .0 .0 3 .0 .0 .0 .0 .0 .0 .0 .0 JOINT PATTERN -3 PATTERN -4 NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM 1 .0 .0 .0 .0 .0 .0 .0 .0 2 -12.5 12.5 .0 .0 -20.6 20.6 .0 .0 3 .0 .0 .0 .0 .0 .0 .0 .0 J O I N T S H EAR S ( kips ) JOINT PATTERN -1 PATTERN -2 PATTERN -3 PATTERN -4 NUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 .0 1.5 .0 -1.2 .0 1.5 .0 .2 2 -6.8 8.8 -5.1 8.7 -5.5 5.0 -6.8 8.8 3 -5.6 .0 -5.6 .0 -3.0 .0 -5.5 .0 • • ••• ■• •• • • • • • • • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• 2� 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 10 • • • • •• • • •• • • • • • • • ▪ • • • • ••• ••• ••• ••• 3:00 :09 PM Licensed to: I.C., MIAMI, FL • ••• • • • • • • • • • • • • DESIGN MOMENT ENVELOPES AT CRITICATr,•�a IQ1 MO '&Ur+ORTS • •.• ty • •r• s" • ••• •• COL LOAD CROSS DESIGN DISTANCE LOAD MAX.I.P. LOAD NUM TYPE SECTN MOMENT CR.SECTN PTRN DISTANCE PTRN (ft -k) (ft) (ft) 1 TOTL LEFT TOP .0 .087 4 .500 1 BOT .0 .000 0 .000 0 RGHT TOP .7 .500 2 2.813 3 BOT -.6 .500 3 .000 0 2 TOTL LEFT TOP -17.3 .500 4 5.625 4 BOT .0 .000 0 .000 0 RGHT TOP 16.3 .500 4 3.125 3 BOT .0 .000 0 .000 0 3 TOTL LEFT TOP .0 .000 0 .000 0 BOT 2.7 .500 2 .000 0 RGHT TOP BOT .0 .087 4 .500 1 .0 .000 0 .000 0 • • ••• • • • . • • .. • • • • • •. . • • • • • • • • • • • • • • • • • ••• • • • • ••• • 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 11 3:00 :09 PM Licensed to: I.C., MIAMI, FL •. ••• • • • ••• •' • • • 000 000 000 000 • • • • • • • • • • DESIGN MOMENT ENVELOPES AT CRITICAL S:E(sTION47),LINS INS *************** * * * * * * * * * * * * * * * * * * **s�di *' ; * : ** ��,• *�, * *� * ** • • • • • • • • • as _ •_•-- r ---s- • -iii -ii SPAN LOAD CRITICAL DESIGN LOAD MAX. I.P. LOAD MAX. I.P. LOAD NUM TYPE SECTION MOMENT PTRN DIST LEFT PTRN DIST RGHT PTRN (ft) (ft -k) (ft) (ft) 2 TOTL 1.406 TOP -2.2 2 .000 0 .000 0 BOT 1.1 1 .781 4 1.406 3 3 TOTL 7.813 TOP .0 0 .000 0 .000 0 BOT 14.0 1 5.313 2 .000 0 • • ••• • • •• •• • • • •• •. ••• • • • • • • • . • • • ••• • • • • • • • • • • • • • ••• • • • • •.• 2? 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 12 3:00:09 PM Licensed to: I.C., MIAMI, FL •. ••• •• ••• ••• :•• • • • • • • • •• • • DISTRIBUTION OF DESIGN MOMENTS AI :SUPtOF:4a ;•• ••• ********** * * *** ** * ** * * * * * * * * * * .ra• *-: *!*# *:iii* :• • • •�- J -♦ -_y. -•-'• -iii • • COL CROSS TOTAL TOTAL -VERT COLUMN STRIP BEAM MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE MOMENT MOMENT MOMENT (ft -k) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) 1 LEFT TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP .7 .0 ( 0) .0 ( 0) .7 (100) .0 ( 0) BOT -.6 .0 ( 0) .0 ( 0) -.6 (100) .0 ( 0) 2 LEFT TOP -17.3 .0 ( 0) .0 ( 0) -17.3 (100) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 16.3 .0 ( 0) .0 ( 0) 16.3 (100) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 3 LEYT TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 2.7 .0 ( 0) .0 ( 0) 2.7 (100) .0 ( 0) RGHT TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) DISTRIBUTION OF DESIGN MOMENTS IN SPANS ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SPAN CROSS TOTAL TOTAL -VERT COLUMN STRIP BEAM MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE MOMENT MOMENT MOMENT (ft -k) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) 2 1.41 TOP -2.2 .0 ( 0) .0 ( 0) -2.2 (100) BOT 1.1 .0 ( 0) .0 ( 0) 1.1 (100) .0 ( 0) .0 ( 0) 3 7.81 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 14.0 .0 ( 0) .0 ( 0) 14.0 (100) .0 ( 0) • • ... • • • .•. .• .• • • • • • • • . • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 13 3:00:09 PM Licensed to: I.C., MIAMI, FL .. .'. • • • • • ••• �• ••• • • • . B E A M S H E A R R E Q U I REM F►:N ' •5 rl ,p� sq tt. Aix. , ft.) • • ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE -- Allowable shear stress in beams = 199 ..5:4 psi. (v' reOp£i') . • ••• • • • • •. • • • • .a a-•__. _� a ..• .0 BEAM LEFT SIDE ! -- FRACTIONAL DIST. ALONG SPAN -I RIGHT SIDE LEFT SPAN PATT. Vu @d Avis Av /s Av /s Av /s Av /s Av /s Vu @d Vc /2. NO. NO. SHEAR @d .175 .375 .625 .825 @d SHEAR DIST. 1 * * Span length equal to column size or zero * * 2 * * Span shear requirements negligible or zero 2 * * Span shear requirements negligible or zero * * 3 1 0.6 .007* .000 .000 .000 .000 .000 -3.3 2.19 3 1 0.0 .007* .000 .000 .000 .000 .000 -3.4 2.19 4 * * Span length equal to column size or zero * * NOTES: 1.) To obtain stirrup spacing, divide stirrup area by Av /s value above. 2.) To obtain stirrup area, multiply spacing by Av /s value. 3.) Local effects due to loadings applied at other segments along beam span must be calculated manually. 4.) Symbols following Av /s values: * - Code required minimum shear reinforcement. x - Vs exceeds 2 *Vc, maximum stirrup spacing must be halved. + - Av /s value at segment located within effective depth. ! - Vs exceeds 4 *Vc, section geometry has to be redesigned. • • ••. 0 • ••• •• • • • •• •. ' • • • *0• • • •. • • • • • • • • • • ••• • • • 11-03-2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 14 .. .'• • •• 1 �•• • :6: • •. • • 3:00:09 PM Licensed to: I.C., MIAMI, FL • N E GAT I V E R E 14.1.F:o.R • G L• , N 1P. • • • * •.. . .f. le. 11" .. 6'1 COLUMN *PATT *LOCATION * TOTAL * TOP• L: :*:001I TOM ." NUMBER* NO . * @COL FACE* DESIGN * AREA! • WIDTH. *: :=$ . jirt DTH * (ft -k) * (sq.in) (in) * (sq.in) (in) 1 ** 2 ,z** 2 11 R 4 L 11 .7 .47 8.0 -17.3 .47 8.0 .0 .47 8.0 * * * * - No doubly reinforced section is required. ** - Positive reinforcement required, compute manually. P O S I T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * B E A M SPAN *PATT *LOCATION * TOTAL * BOTTOM STEEL * TOP STEEL NUMBER* NO. *FROM LEFT* DESIGN * AREA WIDTH * AREA WIDTH (ft) * (ft -k) * (sq.in) (in) * (sq.in) (in) 2 ** 1 1.4 1.1 .47 8.0 3 1 7.8 14.0 .47 8.0 * - No doubly reinforced section is required. ** - Negative reinforcement required, compute manually. NOTE: Beam reinforcement areas are based on one layer. • 0 • •• •• • • •• • •• • • • •• • • • • • • ••••• • • • • ••• • • • • • • • • • • • •• : • 11 -03 -2005 ADOSS(tm) 7.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 15 3:00:09 PM Licensed to: I.C., MIAMI, FL •• ••• • • • • • ••• • • • •• • • • •• D E F L E C T I O N •R•N :A• L j', :$ '7•�i :: •: ******* * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** • NOTES - -Spans 1 and 4 are cantilevers. ••• • • ••• ;•. ;•• •• • 1•• • • •- • •• •• • • • • •• • -- Time - dependent deflections are in tt1d1tfon• tc. -6h$ge .•• • shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. -- Deflections due to concentrated or partial loads may be larger at the point of application than those shown at the centerline. -- Modulus of elasticity of concrete, Ec = 3321. ksi * * C O L U M N S T R I P * M I D D L E S T R I P * DEAD * DEFLECTION DUE TO: * DEFLECTION DUE TO: SPAN * LOAD * NUMBER * Ieff. * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * * (in ^4) * (in) * (in) * (in) * (in) * (in) * (in) * 1 5333. .000 .000 .000 N o t a p p l i c a b l e 2 5333. -.001 -.001 -.002 N o t a p p l i c a b l e 3 5333. .007 .004 .011 N o t a p p 1 i cab 1 e 4 5333. -.001 -.001 -.002 N o t a p p l i c a b l e * Program completed as requested * 3 !..;;:e! Kv‘vs-OCC.5-.:• ElJEWS:AIL useru- Descrption iption Tih: R'Art To • • DOM': • • • • Descripton: • • • • • • • • Scope: • • • • • • • Job # • • • • • • • pate: 10:29AM. 15 OCT 05 • • , • • • • • ••• • • • *do • • • 1 ,, Zrpt.efif. -....0.4.1rr:!!;• • • • • • , Page 1 1, • • . . • • _ F..k:abut ecw r.:alculattons I General Information Steel Section TS8X3X1/2 Column Height 9.000 if End nay Pin-Pin Uve & Short Term Loads Combined Fy Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced • • • • • • • • • • • l'qodi4f:EAliCtth:Alra, 199Z UBC, 2003 IBC, 2003 NFPA 5000 •, • • II • 4.03 : : : Slat:may : Reshalned 1.300 Y-Y Sidesway : Restrained 29,000.00 ksi 9.000 ft 9.000 ft K)oc Kyy 1.000 1.000 Loads Axial Load... Dead Load Live Load Short Term Load Distributed lateral Loads... Along Y-Y Along X-X Summary 6.50 k 3.90 k k DL LL Ecc. for X-X Axis Moments Ecc. for Y-Y /Ws Moments ST 0.1201dt kilt 0.000 in 1.000 in Start End 9.000 ft ft Section : TS8X3X1'2. Height = 9.00ft. Axiai Loads: Unbraced Lengths: X-X = 9.0'0ft. Y-Y = 9.00ft Combined Stress Ratios Dead AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0884 DL = 6.50. LL = 3.90. ST = 0.00k. Live DL + LL Ecc. = 0.000in 0.0531 0.1415 Column Design OK DL + ST + (LL if Chosen) 0.1237 XX Axis : Fa calc'd per Eq. E2-1, K"Lir Cc YY Axis : Fa caled per Eq. E2-i K*Lir < Cc Stresses Allowable & Actual Stresses Dead Live Di. + LL DL + Short Fa : Allowable 13.60 ksi 13.60 ksi 13.60 ksi 17.68 ksi fa : Actual 0.69 ksi 0.42 ksi 1.11 ksi 1.11 ksi Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow IF3.1] fb : yy Actual 21.60 ksi 21.60 ksi 0.00 ksi 0.00 ksi 21.60 ksi 0.81 ksi 21.60 ksi 0.48 ksi 21.60 ksi 0.00 ksi 21.60 ksi 1.29 ksi 28.08 ksi 0.95 ksi 28.08 ksi 1.29 ksi Analysis Values Fax : DL+LL Fey: DL+LL Fex : DL+LL+ST Fey: DL+LL+ST Max X-X Axis Deflection 83,437 psi 16,551 psi 108,468 psi 21,516 psi -0.010in at Cmx DL+Li. Cmy DL+LL Cmx DL+LL+ST Cm:y DL+LL+ST 4.500 ft Max Y-Y Axis Deflection 0.60 0.60 1.00 0.60 Cbx DL+LL Cby DL+LL Cbx DL+LL+ST Cby DL+LL+ST -0.022in at 1.00 1.00 1.00 1.00 5.220 It Tam i:RiTICT •, • • ••• Job# DsinA • • • • • •:*•1": ate: 10:29AM. 15 OCT 05 • • • • • • DISCrIPI°V• • • • • • Oil • • • • ••• 33 Scope: • . • • • : • • • 0000 oo oo • EfIERCALC Engineering t1 re Uset KvV.00:-.16'.?.3 vet F, C 1-flec-2C,C?, wteeg • • • • • • • • skrahut ecw CalculatIons Page 2 Description ST-1 •• • • • • • •• • • • • • • ection Properties TS8X3X1/2 o 0000 • Depth Thickness Width • • • •• • •• • ••_ 8.000 in Weight 31.79#/ft Values for LRFD Design.... . ... „.. 0.500 in boc 61.000 in4 J 35 700 in4 3.000 in tyy 12.100 in4 000 SXx 15.300 in3 Zx 21.000 in3 Area 9.36 in2 Syy 8.050 in3 Zy 10.100 in3 Rt 1.500 in R)oc 2.550 in 0.000 Ryy 1.140 in Section Type = TS-Rectang Axial DL = 6.50k Axial LL = 3.90k Axial ST = 0.0Ok x 9.0011 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• . • • • • ••• • • • • • • •• •• • • • • • • • •: .• . • • • • • • • . • • • • • • • ••• ••• ••• ••• • • • • • • • ••• • • • • ••• • i ••• . . .•• •• • •• • • • • • • •• • •• • • •• OOOOOOOO • . • •• • • • • • ••• ••• y Y /T 1 X -X Axis Dist Ld: DL =0.0. LL =O.G. ST =0.1 kit 0.0O- >9.00ft 1.00 in • IGNACIO J. CALVO, P.E. STRUCTURAL ENGINEER 1800 S.W. 27 AVE. #401 MIANII, FL. 33145 FLORIDA CERTIFICATE No.56755 PH: (305)6489008 FAX: (305) 6489128 DESIGN CALCULATIONS 1- -7 - - 4- - -r H -4- r 0 1-- t I- • • • • • • • • • • • elr 1,-.-110 • • • •-.1 ...•.4311-_. 3141N0:_.:._ :-3 40 0: • 0:• °F.— '',3ALCASLATED E.Y _ _. - - DATE _. G • •••DAT_ •irECKE,P E_ . • .BY • • • *6 TALE *ID • 0, . . . • : : :* -- -- - - • • • • -7 - ---r —74 :•71• iF --.1-;[-:-.-;-- •„• •: -T _I. r--- . , 4 4 - r (2.._ - -I 4 .-1 / 9 )_ — 1 -I 1 1 -[ - 1 -I's- -1 ••. •041 • • - • i• 1- - - ,41 , 1 , i 1 - I 1 1 . - -1 , ! 1 , H -4 t1t1H . . , 1 , i —r 4 + 1-- -11- 1-- fi 4 1 1 — i t ± t A • 1 1 • IGNACIO J CALVO P.E. 1800 SW 27 AVE #401 MIAMI, FL 33145 ph 305 648 9008 UPLIFT IN FOOTING BELOW COLUMN PROJECT— SKRABUT LOCATION —STEEL COLUMN ST -1 Wind Uplift Pressure (interior) (MWFRS) Tributary Area (interior) Wind Uplift Pressure (terraces&over) ( MWFRS) Tributary Area (terraces&over) Ar := Arin + Arov Required Gravity Loads • • •• •. ••• • • •• • ••• • • • • • . • • ••• • • • • • • • ••• • • • • • • ••• • • • • •• • • SO • • • ••• • jAll values in..: IE ) • •• Mlles ••• 1/• • • • • " i • • . ••. .•• • ••• • • • • •• • • . . ,e, Arin := 100 Wwov := 56.9 Arov := 13 •• • • • • •• 36, Pupreq := 1.5•(Wwin•Arin + Wwov-Arov) Pupreq = 7.02 x 103 Gravity Loads Footing sizes Weight of col &bm &wall Width of footing Depth of footing Prof of top of footing Depth of conc. slab Width of conc. slab strip vs uplift Pcolbm := 1617 W :- 4.5 H:= 1 prof := 1.33 Hslab := .33 Wsl := 2 Weight of footing Pfoot := W. W H• 150 2 Weight of soil Psoil :_ W + prof - Hslab) (prof - Hslab)• 110 Psoil = 2.75 x 103 over footing 2 Pfoot = 3.038 x 103 (Ws1-2 Weight of slab Pslab := + W + prof -- Hslabl 2 Hslab 150 Pslab = 4.01 x 103 2 JJ Weight of roof Proof := Ar- 10 Proof = 1.13 x 103 Weight of cot &bm &wall Total Weight Ptotal := Pfoot + Psoil + Pslab + Proof + Pcolbm Ptotal shall be grater than Pupreq Ptotal = 1.254 x 104 Pupreq = 7.02 x 103 1 Pcolbm = 1.617 x 103 Ptotal = 1.254 x 104 • • ••• • •• •• • ► . • • • • • UPLIFT IN FOOTING BELOW COLUMN (All values in3t, Ibs) • ••• • • PROJECT — skrabut WIND DATA Wind Uplift Pressure (interior) ( MWFRS) Tributary Area (interior) Wind Uplift Pressure (terraces &over) (MWFRS) Tributary Area (terraces&over) WALL Lenght of wall to consider TB/BB depth TB/BB width Wall height Wall mat. weight Add'I weight (optional) SPREAD FOOTING Soil depth over ftg Depth of footing (pad) L := 5 Htb := 1 Wtb := .67 Hw: =8 Wmat := 60 Padd = 0 Selev := 1 Hft .— 1 LOCATION —steel column •• •• '•• • • • • • • • • • • • • ••• • • .• • • • • • • •• • • . .• • • • • Arin := 100 • •• • • .. . . •• Wwov := d • • • •. •• •.• • • • • • • . . . . •• •• • Arov.:; 0 . • • . . . MONOFOOTING Width of monofooting Wm := 0 Depth of monofooting Hm := 0 SLAB Width of conc. slab strip Wsl := 2 Depth of conc. slab Hsi :_ .33 Lenght of fooling (pad) L11 := 5 Width of footing (pad) Wft := 1.33 L:ALLULM 1 IUNS Ar := Arin + Arov Required Gravity Loads Pupreq:= 1.5•(Wwin•Arin + WwovArov) Pupreq = 5.91 x 103 Weight of roof Weight of wall Proof := At-- 10 Pwa11:= j Htb- Wtb• 150 + (Hw) • Wmat 1 . L Weight of monofoot Pmono := [Wm-Hm 150 + (Hm — Hs1)2.150..51L Weight of slab Weight of footing Weight of soil Pslab :_ (Wsl.Hsl• 150).L Pfoot := Lft• W114111-150 Psoi1:= Wft•Lf1•(Selev)• 110 Proof = 1 x 103 Pwall = 2.902 x 103 Pmono = 40.838 Pslab = 495 Pfoot = 997.5 Psoil = 731.5 Ptotal := Proof + Pwall + Pmono + Pslab + Pfoot + Psoil + Padd Ptotal = 6.167 x 103 Ptotal shall be grater than Pupreq Ptotal = 6.167 x 103 Pupreq = 5.91 x 103 • • ▪ IGNACIO J CALVO P.E. 1800 SW 27 AVE #401 MIMAI, FL 33145 ph 305 648 9008 UPUFT DESIGN STEEL COLUMN PLATE • • ••• •• •• • • • • • • • • • • • • • ••• • • • •• • • •• • • • • • • • • • • • ••• ••• • ••• • • • • • • • • • • • . • • ••• • • • • • • • • • • ••• • • • • ••• • • ••• • • • •••• • •• • • ••• • ▪ • • • • • Element: BOTTOM ST COLUMMN @ FAMILY • • • PrsjecL :— KRQ 4JT7.• • ••• . . • • DESIGN DATA • • .. • • Uplift Force kips Pu := 6.2 •• • • • • • ••• •• Steel Plate Side Dimension in Plw := 12 Column Side Dimension in Colw := 3 Bolt Dist to Edge of Plate in Bedge := 1.5 Design value (bending) ksi F} := 36 Coeff for Bending Coef := .75 (chapter F A.S.D. Manual) Instantaneous Load Coeff DESIGN RESULTS Allowable value (bending) Fb := Fy. Coef• Cinst Cinst := 1.33 Plw� Colw Bdist ( 2 ( 2 )1 Bedge Fb = 35.91 ksi Bdist = 3 in. Mup := &list. Pu Mup = 9.3 Find the required steel plate thickness: th The required steel plate thickness is th = 0.36 inches 1 FaXile 21-400Mentir f 6010$ nOnforcartent entry 1 = *Ks 091 Reims= AC13/11-19/ Swim : s 9.32. 10.2. and 4alt. 4111.,t's ira.F• ft4iPs where K.= 4C by.' and F 114/12.000 grout REG ME 6) Abel etekla Asia,(4, m sq tea *Agra a = /12.063 of mcft119%thilleOlativ4hfcengOR • • • • • • • • • • ; • • • . • • • • • • • . 10.3.1-10.3.3 20103 318R-39 Secdas 103.1 • , • • " • .• cid rip 1.1 1 ifikank) • • • • • • , • • • • • • • • • • : • • • 0 ..... .. .. • .. .. .. :•0,0 'VI ::421244.596) • • • •• • 0• 0" • . .0. : : •• ••0 OMB 0.030 0340. 0.00/ 0.060 0.100 0.0= 0.096, 0.100 0.110 4,• sip k. 00 10 131 03 296 2311- 254 278 4 an, 4408. g• woo CUM 0.130 430 0150 GAO 311 3591 347 369 391 ingss 0.4006 115 0.11001 230 4050 Sat 6.. 7-09 211' 236 136 1.82 331 se 4 •• 40.61* 3.31. 340 336 33* 330 3.33 3.33 3.51 444 402 43/ 4.34 elgt 0310 0003 0015 0.33 GAP 4010 tv 0.111 GASS 4.16. . 11323 41700 4.70 0331 0305 43*: WS iji L 0143 4494 GAS • 11.101 400 0.918 0.982 0.076 awn 0.365 0339 4953 4017 0.941 0.933 01.1190 44105 0.010 41300 279 • . WW2 227 0.0 2.25 4001 2.33 41100 232 4006 • SAS MEM 414 4.44 asses 4.XF.., 143 • " 0.1050 4:13. MI 0.803 430.. 330 0511101 4.41 Gm &ma 0.180 OAS 0394 • 010 ems 0.80 4321 0.09 0.973 0.923 0307 0.912 0.906 0.1= 0.180 0100 0.209 0.210 413 414 455 491 epos 0305 03143 40150 22* 231 2.0 2.65 233 4010 331 01/41 33$ e.eza4 X.30 awe 331 0.10101 ' 3i, OAS 03010 .101$ OM. GAM 435 411 ask • 3.97.:. 316_ 4236 UM 0212 DIM 0226 0331 *356 OM' 0348 0194 11.818 0.892 0.876 0.220 0.230 0340 0.359 020 317 '• 0140 337 0303 356 0.0110 VS 01148 SSW *AMPS 211 238 236 746 336 3.24 322 3.20 3.0 6.1014 0.0123 03020 0.080 40110 ISZ 339 3.0 333 331 430 0.319 0333 4347 0.361 420 0271. 0383. 0.295 0.207 0.110 4864 0.838 0353 0147 8.270 0.201 0.350 0.300 0310 0.3211 0.330 0.344 0334 030 0370 613 631 610 OP et 741 70 =4 750 146 781 231 250 31* 247 2.45 L41 2.42 2.40 238 235 0010 0.0110 WAWA GAM - QM sent 400 0.020 333 3.33 3.13 230 336 328. 3.=. 323 320 338 MX Ulla 3.0 332 0325 0330 0..40 0316 0.438 CMS 0330 0.343 030 0366 030 430 440 4.413 GAZ1 4437 0341 OA= 0.=9 0103 am' 0.821 OA= 0.799 4294 WIG 0.772 OA= - 0.0160 *Vahan of p atom lisbg u aniessiiiii pm MIA as povikd S02160, 10.53 Oir ACI 316419. tor.use 41 This riithan 144044 %mats Gmlosplas 344 O. 9.. 11-11. sad 10-17. 160 r CO CONCENTRICALLY LOADED INDIVIDUAL SQUARE FOOTINGS K = 3,000 psi fy = 60,000 psi FACTORED SOIL PRESSURE 1600 psf (SAFE BEARING PRESSURE 1000 psf) MIN. BARS EACH WAY FACTORED SIZE 8 THICK- COL. MAXIMUM WEIGHT VOLUME OF COLUMN NESS SIZE SPACING OF BARS CONCRETE CAPACITY (INJ (INJ (NO:SIZE) (IN) (LBS) (CU. YD.) (KIPS) 4'- 6" 12 10 6 -# 4 9.6 32 0.8 28 5'- 0" 12 10 7 -# 4 9.0 42 0.9 35 5'- 6" 12 10 5 -# 5 15.0 52 1.1 42 6'- 0" 12 10 5 -1 5 16.5 57 1.3 50 6'- 6" 12 10 6 -1 5 14.4 75 1.6 59 7'- 0" 12 10 6 -1 5 15.6 81 1.8 68 7'- 6" 12 10 7 -1 5 14.0 102 2.1 78 8'- 0" 12 10 7 -1 5 15.0 110 2.4 89 8'- 6" 12 10 8 -1 5 13.7 134 2.7 100 9'- 0" 13 10 9 -# 5 12.8 160 3.3 111 9'- 6" 13 10 7 -1 6 18.0 189 3.6 124 10'- 0" 14 10 8 -1 6 16.3 228 4.3 136 10'- 6" 14 10 9 -1 6 15.0 270 4.8 149 11'- 0" 15 10 9 -1 6 15.8 284 5.6 162 11'- 6" 16 10 13 4 5 11.0 298 6.5 175 12'- 0" 16 10 11 -1 6 13.8 380 7.1 190 12'- 6" 17 10 11 -1 6 14.4 397 8.2 204 13'- 0" 18 10 12 -# 6 13.6 451 9.4 217 13'- 6" 18 10 10 -1 7 17.3 531 10.1 234 14'- 0" 19 10 10-# 7 18.0 552 11.5 248 14'- 6" 19 10 11 -1 7 16.8 630 12.3 266 15'- 0" 20 10 11 -1 7 17.4 652 13.9 281 15'- 6" 20 10 13 -1 7 15.0 797 14.8 300 16'- 0" 21 10 13-# 7 15.5 824 16.6 316 16'- 6" 21 10 14 -1 7 14.8 916 17.6 336 17'- 0" 22 10 15 -1 7 14.1 1012 19.6 351 17'- 6" 23 10 15-# 7 14.6 1042 21.7 367 18'- 0" 23 10 16 -1 7 14.0 1145 23.0 388 18'- 6" 24 10 16 -# 7 14.4 1177 25.4 404 19'- 0", 24 10 14 -1 8 17.1 1383 26.7 426 19'- 6" 25 10 14 -1 8 17.5 1420 29.3 442 20'- 0" 25 10 15 -1 8 16.7 1562 30.9 465 CONCENTRICALLY LOADED INDIVIDUAL SQUARE FOOTINGS n = 3,000 psi fb = 60,000 psi FACTORED SOIL PRESSURE 3200 psf (SAFE BEARING PRESSURE 2000 psf) MIN. BARS EACH WAY FACTORED SIZE B THICK- COL. MAXIMUM WEIGHT VOLUME OF COLUMN NESS SIZE SPACING OF BARS CONCRETE CAPACITY (IN) (INJ (NO:SIZE) (IN) (LBS) (CU. YD.) (KIPS) 4'- 6" 12 10 6-# 4 9.6 32 0.8 61 5'- 0" 12 10 7-# 4 9.0 42 0.9 75 5'- 6" 12 10 5-# 5 15.0 52 1.1 90 6'- 0" 12 10 8-# 4 9.4 59 1.3 108 6'- 6" 13 10 7-# 5 12.0 88 1.7 126 7'- 0" 14 10 7 -1 5 13.0 95 2.1 145 7'- 6" 15 10 6 -1 6 16.8 126 2.6 165 8'- 0" 16 10 9 -1 5 11.3 141 3.2 187 8'- 6" 17 10 10 -1 5 10.7 167 3.8 210 9'- 0" 18 10 8 -1 6 14.6 204 4.5 234 9'- 6" 18 10 7 -# 7 18.0 258 5.0 260 10'- 0" 19 10 8-# 7 16.3 311 5.9 287 10'- 6" 20 10 12 -# 6 10.9 360 6.8 314 11'- 0" 21 10 9-# 7 15.8 386 7.8 • 3+ 111- 6" 22 10 10 -# 7 14.7 450 : • 9.0 • 377. 12'- 0" 23 10 11 -1 7 13.8 517 •• •••••• 10,2 •.403 • • • • 121- 6" 24 10 9 -# 8 18.0 577•4•41.6 434 13'- 0" 25 10 12-# 7 13.6 613 •••13.0 4.67 13'- 6" 25 11 14 -# 7 12.0 744••••14•.1 •.,,4,�• 14'- 0" 26 11 11 4 8 16.2 793 1'5.7 • 538 •••••• •• • 14'- 6" 27 11 12 -# 8 15.3 897••••97.5 : •5Z3' 15'- On 28 12 12 4 8 15.8 929••••49.4 *10 15'- 6" 28 12 11 -1 9 18.0 1122: "4.8 651 16'- 0" 29 12 14 -1 8 14.3 1159• • •22.9 •••t!% • • •••• 16'- 6" 30 13 15 -# 8 13.7 1282 . 25.2 • 4'Q8 17'- 0" 31 13 16 -# 8 13.2 1410 27.7 .••76: 17'- 6" 31 13 17 -# 8 12.8 1543 29.3 814 18'- 0" 32 14 14-# 9 16.2 1666 32.0 855 18'- 6" 33 14 15-# 9 15.4 1836 34.9 898 19'- 0" 33 14 16 -1 9 14.8 2013 36.8 947 19'- 6" 34 15 17 -1 9 14.3 2196 39.9 991 20'- 0" 35 15 17-# 9 14.6 2254 43.2 1035 •. ••• • • • .• • • ••••• • • 000000 • • • •••s•• • • 000000 • • rr Table 18 Section Properties of Standard Drespe l,($4$) .Sworn �.uq *er • Nominal Size bxd Standard Dressed Size (34S) bxd inches x inches Area of Section A hat X-X AXfS '•• Y -Y AXOS i•. . :. :•• l • i •" • :AproximateovveigliitiwourA per linear foot Ob/ft) �f d of mud • "hfj enter• equals: • • Section Modulus Su iris Moment of inertia 113 In4 Section Modulus SYY fns Moment of Inertia 'ri in4 • • • : , • _ • • • -'•j 415 •. 4 3trilNit' • ••35 • • •4Zi Ito 45 IbItta 50 s 1 x 3 1 x 4 1 x 6 1 x 8 1 x 10 1 x 12 3/4 x 2 -1/2 3/4 x 3-1/2 3/4 x 5 -1/2 3/4 x 7-1/4 3/4 x 9-1/4 3/4 x 11-1/4 1.875 2.625 4.125 5.438 6.938 8.438 0.781 1.531 3.781 6.570 10.70 15.82 0.977 2.680 10.40 23.82 49.47 88.99 0.234 0.328 0.516 0.680 0.867 1.055 ' 0.088 0.123 0.193 0.255 0.325 0.396 0.326 0.456 0.716 0.944 1.204 1.465 0.391 0.547 0.859 1.133 1.445 1.758 0.456 0.638 1.003 1.322 1.686 2.051 0.521 0.729 1.146 1.510 1.927 2.344 0.586 0.820 1.289 1.699 2.168 2.637 0.651 0.911 1.432 1.888 2.409 2.930 2 x 3 2x 4 2 x 5 2.3._ 6 2 x 8 2 x 10 . 2 x 12 2 x 14 1-1/2 x 2-112 1-1/2 x 3-1/2 1 -1/2 x 4-1/2 1 -1/2 x 5-1/2 1 -1/2 x 7 -1/4 1 -1/2 x 9-1/4 1 -1/2 x 11 -1/4 1 -1/2 x 13 -1/4 3.750 5250 6.750 • 8.250 10.88 13. 16.88 19.88 1.563 3.063 5.063 7.563 13.143 21.39, 31.64, 43.89 1.953 5.359 11.39 • 20.80 47.63 98.93 178.0 290.8 0.938 1.313 1.688 2.083 2.719 3.469 4.219 4.989 0.703 0.984 1.266 1.547 2.039 2.602 3.164 3.727 0.651 0.911 1.172 1.432 1.888 2.409 2.930 3.451 0.781 1.094 1.406 1.719 2266 2.891 3.516 4.141 0.911 1276 1.641 2.005 2.643 3.372 4.102 4.831 1.042 1.458 1.875 2.292 3.021 3.854 4.688 5.521 1.172 1.641 2.109 2.578 3.398 4.336 5273 6.211 1.302 1.823 2.344 2.865 3.776 4.818 5.859 6.901 3 x 4 3 x 5 3 x 6 3 x 8 3 x 10 3 x 12 3 x 14 3 x 16 2 -1/2 x 3-1/2 2 -1/2 x 4-1/2 2 -1/2 x 5-1/2 2 -1/2 x 7 -1/4 2 -1/2 x 9 -1/4 2 -1/2 x 11 -1/4 2 -1/2 x 13-1/4 2 -1/2 x 15-1/4 8.750 11.25 13.75 18.13 23.13 28.13 33.13 38.13 5.104 8.438 1260 21.90 . 35.65 k 52.73 73.15 96.90 8.932 18.98 34.65 79.39 164.9 296.6 484.6 738.9 3.646 4.688 5.729 7.552 9.635 11.72 13.80 15.89 4.557 5.859 7.161 9.440 12.04 14.65 1725 19.86 1.519 1.953 2.387 3.147 4.015 4.883 5.751 6.619 1.823 2.344 2.865 3.776 4.818 5.859 6.901 7.943 2.127 2.734 3.342 4.405 5.621 6.836 8.051 9.266 2.431 3.125 3.819 5.035 6.424 7.813 9.201 10.59 2.734 3.516 4.297 5.664 7.227 8.789 10.35 ' 11.91 3.038 3.906 4.774 6.293 8.030 9.766 11.50 13.24 4 x 4 4 x 5 4 x 6 4 x 8 4 x 10 4 x 12 4 x 14 4 x 16 3-1/2 x 3-1/2 3-1/2 x 4 -1/2 3-1/2 x 5-1/2 3-1/2 x 7 -1/4 3-1/2 x 9-1/4 3-1/2 x 11 -1/4 3-1/2 x 13 -1/4 3-1/2 x 15-1/4 12.25 15.75 19.25 25.38 32.38 39.38 46.38 53.38 7.146 11.81 17.65 30.66 49.91 73.83 102.4 135.7 12.51 26.58 48.53 111.1 230.8 415.3 678.5 1034 7.146 9.188 11.23 14.80 18.89 22.97 27.05 31.14 12.51 16.08 19.85 25.90 33.05 40.20 47.34 - 54.49 2.127 2.734 3.342 4.405 5.621 6.836 8.051 9.266 2.552 3.281 4.010 5.286 6.745 8.203 9.661 11.12 2.977 3.828 4.679 6.168 7.869 9.570 1127 12.97 3.403 4.375 5.347 7.049 8.993 10.94 12.88 14.83 3.828 4.922 6.016 7.930 10.12 12.30 14.49 16.68 4.253 5.469 6.684 8.811 11.24 13.67 16.10 18.53 5 x 5 4-1/2 x 4- 112 20.25 15.19 34.17 15.19 34.17 3.516 4219 4.922 5.625 6.328 7.031 6 x 6 6 x 8 6 x 10 6 x 12 6 x 14 6 x 16 6 x 18 6 x 20 6 x 22 6 x 24 5-1/2 x 5-1/2 5-1/2 x 7 -1/2 5-1/2 x 9-1/2 5 -1/2 x 11 -1/2 5-1/2 x 13-1/2 5-1/2 x 15-1/2 5-1/2 x 17 -1/2 5-1/2 x 19-1/2 5-1/2 x 21-1/2 5-1/2 x 23-1/2 30.25 41.25 5225 63.25 74.25 85.25 96.25 107.3 118.3 129.3 27.73 51.56 82.73 121.2 167.1 220.2 280.7 348.6 423.7 508.2 76.26 193.4 393.0 697.1 1128 1707 2456 3398 4555 5948 27.73 37.81 47.90 57.98 88.06 78.15 8823 98.31 108.4 118.5 76.26 104.0 131.7 159.4 187.2 214.9 242.6 270.4 298.1 325.8 5252 7.161 9.071 10.98 12.89 14.80 16.71 18.62 20.53 22.44 6.302 8.594 10.89 13.18 15.47 17.76 20.05 22.34 24.64 26.93 7.352 10.03 12.70 15.37 18.05 20.72 23.39 26.07 28.74 31.41 8.403 11.46 14.51 17.57 20.63 23.68 26.74 29.79 32.85 35.90 9.453 12.89 16.33 19.77 23.20 , 26.64` 30.08 33.52 36.95 40.39 10.50 14.32 18.14 21.96 25.78 29.60 33.42 37.24 41.06 44.88 8 x 8 8 x 10 8 x 12 8 x 14 8 x 16 8 x 18 8 x 20 8 x 22 8 x 24(' 7 -1/2 x 7 -1/2 7 -1/2 x 9-1/2 7 -1/2 x 11 -1/2 7 -1/2 x 13 -1/2 7 -1/2 x 15-1/2 7 -1/2 x 17 -1/2 7 -1/2 x 19-1/2 7 -1/2 x 21-1/2 7 -1/2 x 23-1/2 56.25 71.25 86.25 101.3 116.3 131.3 146.3 161.3 176.3 70.31 112.8 165.3 227.8 300.3 382.8 475.3 577.8 590.3 263.7 535.9 950.5 1538 2327 3350 4634 6211 8111 70.31 89.06 107.8 126.6 145.3 164.1 182.8 201.6 220.3 263.7 334.0 404.3 474.6 544.9 615.2 685.5 755.9 826.2 9.766 12.37 14.97 17.58 20.18 22.79 25,39 27.99 30.80 11.72 14.84 17.97 21.09 24.22 27.34 30.47 33.59 36.72 13.67 17.32 20.96 24.61 28.26 31.90 35.55 39.19 42.84 15.63 19.79 23.96 28.13 32.29 36.46 40.63 44.79 48.96 17.58 22.27 26.95 31.64 36.33 41.02 45.70 50.39 55.08 19.53 24.74 29.95 35.16 40.36 45.57 50.78 55.99 61.20 10 x 10 10 x 12 10 x 14 10 x 16 10 x 18 10 x 20 10 x 22 10 x 24 9-1/2 x 9-1/2 9-1/2 x 11 -1/2 9-1/2 x 13-1/2 9-1/2 x 15-1/2 9-1/2 x 17-1/2 9-1/2 x 19-1/2 9-1/2 x 21-1/2 9-112 x 23-1/2 90.25 109.3 128.3 147.3 166.3 185.3 204:3 223.3 142.9 209.4 288.6 380.4 484.9 602.1 731.9 874.4 678.8 1204 1948 2948 4243 5870 7868 10270 142.9 173.0 203.1 233.1 263.2 293.3 323.4 353.5 678.8 821.7 964.5 1107 1250 1393 1536 1679 15.67 18.97 22.27 25.56 28.86 32.16 35.46 38.76 18.80 22.76 26.72 30.68 34.64 38.59 42.55 46.51 21.94 26.55 31.17 35.79 40.41 45.03 49.64 54.26 25.07 30.35 35.63 40.90 46.18 51.46 56.74 62.01 28.20 34.14 40.08 46.02 51.95 57.89 63.83 69.77 31.34 37.93 44.53 51.13 57.73 64.32 70.92 77.52 Co, ' Gal MIAMI SHORES VI 1 �� LL BUILDING DEPARTMENT 6 28 305- 795 -2204 Building Inspection Request Dater ` i... a .: L ` p�' u�,C'r�te Type Insp'n W4 l 1 ' (4-/ ``-1 Permit No. i9 P G - 1 2-5- / Name ct_ ! S- k? PA. & 77-r Address Company P L`t a 50,41 C vt.S ! T 4 L ®qt Phone # Inspectio n Date Approved Correction Re- Insp'n Fee .3655 '�� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Datg3 Q 015 Type lnsp'n 1 lC w a..4 CLL., i ►-e j Permit No. 13 2.6' Name V S bCrG } ' Address 14ci NE LOS S t Company P n CfCr -4e Phone # C 3( 3 10 :Fri Inspection Date 81&O l 0 Approved Correction Re- Insp'n Fee ()Si ►erg r ma +e1 -' ;r-) Gror) _rc-fe, r-)o i YC Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/29/2005 Building Permit Permit Number: BP2005 -1251 Applicant: PAUL SKRABUT Owner: SKRABUT PAUL JOB ADDRESS: 149 NE 108 ST Contractor JP HOGAN CONCRETE CUTTING INC Contractor's Address: 1331 BRISTOL AVE Local Phone: 954/370 -6161 Parcel # 1121360090210 Legal Description: DUNNINGS MIAMI SHORES EXT NO 5 Page 1 of 1 PB 48 -21 LOT 13 BLK Fees: Description Amount FEE2005 -11757 Building Fee $100.00 FEE2005 -11758 CCF $1.20 FEE2005 -11759 Training and Education Fee $0.40 FEE2005 -11760 Technology Fee $2.50 FEE2005 -11761 Scanning Fee $3.00 Total Fees: $107.10 Total Fees: $107.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/19 /2006 Construction Value: $1,200.00 Work: REPLACE DAMAGE SIDEWALK AUG 2 9 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: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): uilding Permit No. 1251 aster Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titlehol er) pi) 4.4 ,e/2,,62 4," Phone # f p r 26'9 7e b Owner's Address tiff mt. 117 9 5/ City /l, ' //et' , �'d ie State f Zip x31// Tenant/Lessee Name Phone # Job Address (where the work is being done) / P9 4/. 4" /d 9 77- Miami Shores Village County Miami -Dade Zip ) j `1/ Is Building Historically Designated YES NO Zi Contractor's Company Name Contractor's Address City Qualifier Phone # 10- ' 7c 7 A 0 r- /fL, � n State Certificate or Registr o State 7o- 7 Zip Architect/Engineer's Name (if applicable) Certificate of Competency No. $ VaIue of Work For this Permit Type of Work: ['Addition []Alteration ['New Describe Work: t ie'- (J/ ,, w�= Phone # Square Footage Of Work: Repair/Replace ❑ .Demolition /( ** * ** ** * * * * ** * * * ** * * ** * * * * ** Fees * ** * * * * * ** * * * *** * ** ** ** * * * * * ** Submittal Fee $ Permit Fee $ 1 CCF $ i . 24 CO /CC Notary $ Training/Education Fee $ 0. 4) Technology Fee $ 2- • SD Scanning $ 2,-00 Radon $ Zoning Bond $ 3CO3 00 Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 401 • /0 (Continued on opposite side) 1i1 2 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be, done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this aa•ia day ofQ N,,s* , 20 OS, by QA%,..► Viawwb who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Contractor The foregoing instrument was acknowledged before me thi day of 206_5,by who is personally known to me or who has pro as ntification NOTARY PUBLIC: Sign: Print: My Commission Print: Sink ■tc RAN --Z5‘44+ �•e My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** Jerez 4 74y Commission DD198114 APPLICATION APPROVED BY: Chc 05/13/03 alSel a/P9o>- Plans Examiner Engineer Zoning BOUNDARY SURVEY F.I.P. 0 NO ID. U. ON LINE 4t 12.T I \614t1P• , R 15' ALLEY 10' PAVEMENT ., 12.0' w.M.pr7w.M. F.R. .-'a W 6 NO ID. a. a° -6 8.0' I' t-! I-5° tam ■ 8.0' 19 16.3' GAS P.7 F.I.P. 955/8- NO ID. in O N r. N 36.3 ONE STY. C.B.S. RES. No 149 F.E. =11.21' 20.4' lo .4- O +q? 04 rO c4 p 3 =.. t 16.0' 0 r7 M m 5' SWK. K. ."-e/ S1040 L.P. N F.I.P. 05/8" NO ID. F.F NC - BL -i BL .L . 225.00' ✓ CO AI!~ 1 AR +F+ CTRrrT PROPERTY ADDRESS: 14 NE 108th STREET, MIAMI SHORES , FLORIDA 33161 LEGAL DESCRIPTION LOT 13 OF DUNNINGS MIAMI SHORES EXTENSION No. 5 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK , IN BLOCK 216 48 ,AT PAGE 21 OF THE PUBUC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. NE. 109th STREET NE. 1 08th STREET LOCATION SKETCH N.T.S. NOTES: -.LANDS SHORN HEREON we NOT ABSTRACTED. THEREFORE ME SURVEY LS SMECE TO EASEMENTS, RIGHT OF WAYS, AND OHMS MAMAS UCH NIGHT BE REFLECTED IN A SEARCH OF TREE TO THE SUBJMT LANDS. -NO ATTEMPT WAS MADE TO LOCATE UNDERGROUND FOOTINGS OF ANY STRUCTURE -THIS SURVEY HAS BEEN PREPARED FOR THE EXOCRINE USE OF THE ENTITY (ENTITIES) NAMED HEREON IN THE CERTIFICATION AND DOES NOT MEMO ID A ANY UNNAMED PARTY. -TENS DRA NG IS THE PROPERTY OF A. now AND ASSCOME:i, INC. AND SHALT. NOT BE USED USEOCOR RE � 1T4 MOLE OR Pt PART 5111NHJT I OF A. FIORE AND - ELEVATIONS ME REFERRED TO NATIONAL GEODETIC VERTICAL DATUM (1929) MIAS -DADE COUNTY ENENCHMARN NaN -591; LOCATOR-31M PLEVA ISN -1&7r NE. 111th STREET MD N. SAW AVENUE FLOOD ELEVATION INFORMATION: DATE OF FJRII: 07 -17 -95 EX00Urr1Y N= 120552 PANEL: 0093 SUFRX: J ZONE: X BASE FLT ELEVATION: N/A 010. Ta z W. z VAUD COPIES OF DES SURVEY IMU. BEAR DIE EMBOSSED SEAL OF THE ATTESTING LAID SURVEYOR LAND SURVEY ©FRS LAND PLANNERS 921 S.W. 122nd Avenue, Worn', Florida 33184- 2406 PH. (305) 221-3040 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY OF THE PROPERTY DES •/� �� HEREON IS TRUE AND CORRECT TO THE BEST CF MY MCRAE= AND BEUEF AS =�'� RECE41LY SURVEYED MID DRAIN USSR MY SIWERVLSCIL 11QS SURVEY COMPLIES 6,P()5- I CITY