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RC-06-1518Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 73184 Permit Numbe RC -6 -06- 5' 8 Inspection Date: 03/12/2008 Inspector: Grande, Claudio Owner: LAVENDIER, MARTHA Job Address: 344 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Phone: (305)685 -0412 NEW ADDITION BUILD GARAGE AND NEW FAMILY ROOM REMODEL BATHROOM Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 19168. Not ready for inspection, pending final survey approval, final termite treatment letter, final insulation lette, etc. 1/29/08 CG mid. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, March 10, 2008 Page 1 of 2 iYt Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision/Project Construction Type Residential Construction MARTHA LAVENDIER <NONE> ADDITION Bldg. Permit No. Contractor Date Issued Occupancy RC-6-06-1518 344 102 Street NE Miami Shores Village FL Building 0 cols Approval CIa'io Grande, CBO Not Transferable POST IN A CONSPICUOUS PLACE inspection Worksheet iami Shores Village . 2nd Avenue Miami Shores, FL 305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/31/200 Inspector: Grande, Claudio Owner: LAVENDIER, MARTHA Job Address: 344 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: PE Certification Letter Work Classification: Addition Block: Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Phone: (305)685 -0412 Building Department Comments NEW ADDITION BUILD GARAGE AND NEW FAMILY ROOM REMODEL BATHROOM Passed G e Inspector Comments INSULATION CERTIFICATE IN FILE CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, January 31, 2008 Page 1 of 2 Fk 4er fvr 12.C.- (®- 06- S 18 111 E �, ;, v L--, II IAN 3 i 2006 INSULATION CERTIFICATE AIR & HEAT INSULATION INC. BY: -------- D.B.A./ALLSTATEINSULATORS BUILDING PERMIT NUMBER: RC061518 PROJECT NAME: ADDITION AT: ADDRESS: 344 NE 102 ST, MIAMI, FL. We the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the approved ENERGY CALCULATIONS, and PLANS, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below (Only the applicable boxes are checked): 1. Exterior CBS walls insulation R-4.1 (Min) Materials: FI-FOIL HI PERM Thickness: inch(es) Density: ib /ft3 Manufacturer. FI -FOIL CO. ❑ 2. Exterior Frame /Metal stud walls: (Min) Materials: Thickness: inch(es) Density: lb /ft3 Manufacturer: 03. Exterior solid concrete walls: (Min) Materials: 0 Thickness: inch(es) Density: lbmt Manufacturer: 4. Interior walls separating A/C from non A/C spaces insulation R -19 (Min) Materials: BATT FIBERGLASS Thickness: 6 1/4" inch(es) Density: lb/g3 Manufacturer. CERTAINTEED Ds. MULTI FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON ( PARTY) walls separating different tenants are insulated as follows: FRAME/METAL STUDS walls R-11 (Min), CBS or CONCRETE walls R-3 (Min), both sides (as required by ENERGY CODE) See ENERGY CODE, January 1993, section 602.1 ABC.1.1 on page 6-10, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculation, but shall be installed in the field. 06. Above deck type Roof Insulation (Min) Materials: Thickness: inch(es) Density: tb/d3 Manufacturer: 7. Ceiling insulation: R -30 (Min) Materials: BATT FIBERGLASS Thickness: 10" inch(es) Density: Ib/f}3 Manufacturer. CERTAINTEED 8. Others: R-30 BATT FIBERGLASS AT GARAGE CEILING. Installed by AIR & HEAT INSULATION INC D.B.A./ ALLSTATE INSULATORS Insulation Company Name Insulation Contractor Certificate of Competency # 17735 G.C./ Builder. ORONI INC. Building Contractor Certificate of Competency # Certified on: 0424/07 G.CJ Builder Signalize Certified on: Inspection Date: 01/31/2008 Inspector: Grande, Claudio Owner: LAVENDIER, MARTHA Job Address: 344 102 Street NE Miami Shores Village, FL ection Worksheet ami Shores Village 2nd Avenue Miami Shores, FL 5)795 -2204 Fax: (305)756 -8972 Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Block: Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Phone: (305)685 -0412 Building Department Comments NEW ADDITION BUILD GARAGE AND NEW ROOM REMODEL BATHROOM FAMILY Passed / Inspector Comments CC SEE LETTER IN FILE Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, January 31, 2008 Page 1 of 2 LAND BOUNDARY SURVEY FOR: JAY WEAVER LEGAL DESCRIPTION: LOT 7, BLOCK 38, "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1," ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. NOTES: 1. BEARINGS AND BOUNDARY DIMENSIONS BASED ON KEITH AND SCHNARS, P.A. RESURVEY OF A PORTION OF TOWNSHIP 51 SOUTH, RANGE 41 EAST, BROWARD COUNTY, FLORIDA. MISC. PLAT BOOK 6, PAGE 19. 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT —OF —WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN ARE BASED ON NGVD (1929) AND ORIGINATE FROM DADE COUNTY BENCH MARK No. N -397 EL. =6.50 FT. BM IS A PK NAIL & BRASS WASHER SET IN TOP OF CATCH BASIN. NE 2nd AVE. /NE 103rd AVE. 5. MEASURED BOUNDARY DIMENSIONS AGREE WITH RECORDED DIMENSIONS WITHIN ONE TENTH OF A FOOT (0.1) EXCEPT OTHERWISE SHOWN. 6. THERE ARE NO WELLS, SEPTIC TANKS, DRAINFIELDS OR BODIES OF WATER WITHIN 75 FEET OF THE PERIMETER OF THE PROPERTY LINES EXCEPT AS SHOWN. Z THE SURVEY DEPICTED HERE IS NOT COVERED BYPROFESSIONAL LIABILITY INSURANCE. • • • • • • • • • • • • •• • • • 0000 0000 • • ••0• • •• • • • • • •• • • • • • • •• • • • • • •• • •• LEGEND: A/C = A.E. = BM = C = CB = C.B.S. _ C.L.F. CONC. = C/O = CL. = D = D.E. _ D.M.E. = EL. = FDH = FH = FIP = FIR = FNC FNT = GV = I.E. = L.M.E. = L.P. = L.E. = M = M.E. MH = MF = No.ID = / / //f OHW = O.R.B. = P= P.C. _ P.O.B. = P.O.C. = P.P. = P.R.C. _ P.R.M. = SIP = SIR = SNC = S/W = U.E. = U.P. WM = WF = WI F • • • • •• • • • • • • • • • • •• •• • • •••• • • 0000 • • •• • • • • • AIR CONDITIONER ACCESS EASEMENT BENCH MARK COMPUTED CATCH BASIN CONCRETE BLOCK STRUCTURE CHAIN LINK FENCE--- CONCRETE CLEAN OUT CLEAR DESCRIPTION DRAINAGE EASEMENT DRAINAGE MAINTENANCE EASEMENT ELEVATION FOUND DRILL HOLE FIRE HYDRANT FOUND IRON PIPE FOUND IRON ROD FOUND NAIL AND CAP FOUND NAIL & TAB GATE VALVE IRRIGATION EASEMENT LAKE MAINTENANCE EASEMENT LIGHT POLE LANDSCAPE EASEMENT MEASURED MAINTENANCE EASEMENT MANHOLE METAL FENCE -w-"— NUMBER NOT IDENTIFIED NON VEHICULAR ACCESS LINE OVERHEAD UTILITY WIRE —CNW OFFICIAL RECORDS BOOK PLAT POINT OF CURVATURE PROPERTY LINE POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE POINT OF REVERSE CURVE PERMANENT REFERENCE MONUMENT RIGHT -OF -WAY SET 5/8" STEEL PIPE SET 1/2" IRON ROD #LB4684 SET NAIL AND CAP LB #4684 SIDEWALK STREET LIGHT UTILITY EASEMENT UTILITY POLE WATER METER WOOD FENCE -�i.- WIRE FENCE —.- V 01 69 9' N.E. 102nd STREET 1 1 1 20' ASPHALT PAVEMENT 12E0M3rWri At DEC 12 2006 BY:_ y'I 5' CONC S 99 t55' BM PAINT MARK ON ASPHALT EL =9.54' 10.0' 50.00' 15' ALLEY 9' ASPHALT PAVEMENT PROPERTY ADDRESS. 344 NE 102nd STREET, MIAMI, FLORIDA DATE: 11/13/03 SCALE 1" = 20' JOB.NO. 950 -03 SHEET 1 OF 1 REVISIONS DATE SPOT SURVEY 12/8/06 DRAWN BY: I MD 11/14/03 R.T. BOGLE & ASSOC., INC. LAND SURVEYORS (LB # 4E 84 ) 7080 TAFT STREET, HOLLYWOOD, FL. 33024 TEL. (954)961 -8008 FAX. (954)961 -8119 SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY IS TRUE AND CORRECT THAT IT MEETS THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA STA BOARD OF LAND SURVEYORS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE. THE BEST OF MY KNOWLEDGE AND BELIEF AND DATE OF SIGNATURE: 12/11/06 SEAL NOT VAUD UNLESS SIGNED AND STAMPED WITH EMBOSSED SEAL ROBERT T. BOGLE PROFESSIONAL SURVEYOR AND MAPPER (N0.3277) STATE OF FLORIDA J / 00, y1. F rtae Inspection Date: 12/13/2006 Inspector: Dacquisto, David Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: LAVENDIER, MARTHA Job Address: 344 102 Street NE Miami Shores Villa • e, FL Project: <NONE> DEC 12BITS Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition 009 Block: Contractor: ORONI INC Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Phone: (305)685 -0412 Building Department Comments Tuesday, December 12, 2006 Page 1 of 2 Passed to Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, December 12, 2006 Page 1 of 2 BUILDING Miami Shores Village e°51cn Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305.) 795.2204 Fax: (305) 756.8972 Permit No. WC y-1s1a PERMIT APPLICATION , jw ins ®, 2007 Master Permit No. 2 G " (9 . 44- t5 l 8 FBC 2004 Permit T e (circle): B BY: ___f ....... Electrical' Plumbing Mechanical Roofing Owner's Name ee Simple Titleliolder) O A. J' 4 . WR Q - Phone # 3 p ''' 1 C7 '31 �' Z Owner's Address 3 '`t' W E t O LS' Q �� L-a J �• ai �'�+�"' City j,N t aO Stu> re.r state P C— Zip 33 138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 3 NE 10 Z S4-- City Miami Shores Village rr County Miami -Dade FOLIO / PARCEL # ( t 3 2 0 LpC v3 r 1 L.-p Is Building Historically Designated YES NO Zip -r3138 Contractor's Company Name ' ./.4:) ! t Phone # 3 l.a " 0 X 12• Contractor's Address ( £ 44 A 0 , -.ON CA • City et 'L 1 A w+i State c"-Lo- Zip V3 t 8 ! G Qualifier Name Phone # 30 r- $ S- State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Masi- R-Vesr- Phone # `7 � L_ S4e T- ` -r- a Value of Work For this Permit $ I uare /Linear Foota a Of Work: 4- G'nf`�C " Type of Work: gAddition ['Alteration ❑ Repair/Replace Describe Work: 1 _w c...ln. a.v ❑ Demolition Submittal Fee $ Notary $ Scanning $ Radon $ Permit Fee $ Training/Education Fee $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ ** * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Mite (if applicable) Mortgage Lender's Address qty 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, FURNACESi 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 .'t^) e Signature Signature Owner or Agent ' . The forego day of i�'�T 20 by z'-., w► bi-t) a y` who is personally known to me or who has, produced instrument was 'acknowledged before me this 22 As idea $i 6/4/19dtift RID th. NOTARY PUBLIC: Arlenis Alicea Commission #DD4.476C7 Expires .,MAR..04, 2006, d Thu Mimic Bonding Co:; Inc, Sign- Print: • My Commission Expires: ****ii************************************************* r APPLICATION APPROVED BY: ' (Revised 02/08/06) Contractor The foregoing instrument was acknowledged before me this day of Zzi , 20 a7, by wiz /�O who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY L1C-SICATE Q1 FLORIDA Arienis Alicea Silver a. Commission #DD447 O7 <t Expires: MAR. 04; ' 20C R Print: : Z E / Lir E My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IFECMEME BUILDING PERMIT APPLICATION EA JAN 2 2 2007 FBC 2004 BY: Permit Type (circle): Owner's Name (Fee Simpl Owner's Address ?„ '141 City WA tLm1 Tenant/Lessee Name Permit No. cseosozgeocomme mmmmmmm mem :As Looz z Nvr tZkIEMOM Master Permit No, Electrical Plumbing (lder) Jd01-1 (11 7-V1 'el (O2 State 1-- Mechanical Roofing Phone # -M 7 - 92. 18r4-13 - S5ci Zip Phone # Job Address (where the work is being done) City Miami Shores Village IN1F. 1,0), County Miami-Dade FOLIO / PARCEL # *?):11C,6 -C HUi Is Building Historically Designated YES NO ‘( Contractor's Company Name OvIcr\I 1 !(.\\ , Contractor's Address 1'141V:4 o b 121 City '31Nt State Qualifier Name CZA ete,) Phone # , State Certificate or Registration No Certificate of Competency No. Zip Phone # (.1Thc„c--, -re) ,4 -) Zip Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: 0Addition Describe Work: ) ( iDAiteration 4 Phone # Square / Linear Footage Of Work: EINew 0 Repair/Replace 0 Demolition ...............................,......, Submittal Fee $ Notary $ Training/Education Fee $ Permit Fee $ ************* *** ****** ******** * ************* Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCF $ CO/CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, _CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by , day of 'f', 20 e , by « P==;R e;?,9>�.,�` P' who is personally known to me or who has produced who i5 ersonally known o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUB PUBLIC -STATE OF FLORIDA Arlenis Alicea Silvers Commission #DD447607 Si gn: Rxpires: MAR. 04, 2008 Bonded Thru Atlantic Bonding uo., Iuc Print: : ' - �. . My Commission Expires „. )/0 Plans Examiner Engineer Zoning iol►610b rnkS °LkocuLtie, °Miami Shores Village CP--CN Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 6 972 VECTENW ,a BUILDING SEP 2 ®�p�6 Permit No. 2CC(o� l 5 p) PERMIT APPLICATION 1� Master Permit No. FBC 2004 BY: Permit Type (circle): Building \ ElectrcZ / Plumbing Mechanical ical Roofing � Owner's Name (Fee Sim p le Titleholder) � ®� �- - e �,� ;� Phone # � J 7S T '6 142 Owner's Address Yt 1 NI e 10% 54 '1 ('' (ig .:‘;EL City AOrnt 51(10( C. ) State T (," Zip 1 ?Ss' Tenant/Lessee Name Phone # Job Address (where the work is being done) '41'9" J ei 10 2-- S4 City Miami Shores Village County Miami -Dade Zip S J 1 3< FOLIO / PARCEL # _, , i 1' -3Z0 (• '0 t 3 • Si 4' Is l uilding Historically Designated YES NO Contractor's Company Name I r I l\A Co Phone # J° 6 c6 S° O`-I 12 Contractor's Address 11 0/-10 Ni(t) s k CJ City; ki-Pt A^ 1 State i'-1 Zip 7' Qualifier Name OPici,60 .19(c Jt ca - Phone # bp S - 66S o 4 ' 2 State Certificate or Registration No. Gb001 Si 2 - Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $9 Oc t Type of Work: Describe Work: 1-1--e- (Oak V) I]A'ddition DAlteration Phone # Square / Linear Footage Of Work: 542 2Ci ❑New ❑ Repair/Replace ❑ Demolition (00 rte Z/A cI CGrv-k®cce * **** * * * * * * * * * * * **, *** *** * **** Fees** , * * ** ** ** * * * * * * * * * * * * * * * * * * * ** * **** *** Submittal Fee $ V5Q' — - Permit Fee $ pl 706 ° CCF $ Sq - CO /CC) ) Notary $ Training/Education Fee $ I — Technology Fee $ 1T-30 Scanning $ 4-S ® Radon $ 2.1 1. DPBR $ 2 _ 71 Zoning $ Bond $ 900 w • Code Enforcement $ Double Fee $ 0 Structural R e v i e w . $ ,5-00,19.?- 1-- ' e, ° - c . - - - */BOO eb , Total Fee Now Due $ ,5 r EA , d 1 LI See Reverse side -3 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the wolf commenced prior to the issuance of a permit and that all construction in this jurisdiction. I understand that a separate WELLS, POOLS, FURNACES, BOILERS, HEATERS, TA 1 OWNER'S AFFIDAVIT: I certify that all the foregoing in applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO REC( PAYING ' TWICE FOR IMPROVEMENTS TO YOU! _CONSULT WITH YOUR LENDER OR AN COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a bud promise in good faith that a copy of the notice of commend whose property is subject to attachment. Also, a certified ca for the first inspection which occurs seven (7) days after t, inspection will not be approved and a reinspection fee will be Signature V vi er or Agent The foregoing instrument was acknowledged before me this day of ? ,2004, by who is pe - ovally kno t to meter ghif h> oduce 3ssho did take an oath. conissio v 13, 24 a mite f , Qnding eo nXY W213a/S21H VOI211O313 S33d lOVdINI 1V Ifl1On211s 99/41Ql oe' i c Flo 19/$1/2 rah 32114 DNINOZ LAOS —off \7 :3dAl 133r021d :saw 1V11W9ns321 Q D�p31da -"via/vans • j D�MQacJH :21013d211NO9 Q� J -90-D2 # 1IW213d , day of ,20_,by d who is p onaliy kn to me or who has produced ogled Tiuv' A Sign: Print /Jd v My Commission Expires: as identifica ' p( take an oath. Y PUBUC -SCI Iglesias g ias Conunissio 3,C2010 5535 Expires • Co , Sign: Print: My Commission Expires: * * * * * * ** pie********* * * * * * * * * * * * * * * * * * * * * * * * * ** * ***, tat*************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02108106) Plans Examiner 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 �MOgIIWMI PERMIT APPLICATIO JUN 0 3, 2006 ��J FBC 2001 BY: Permit Type (ci le): Building j ectr)cal Permit No: L Master Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) •-‘) A ,L,� 44 - � 'QX Phone # 3. S - ? a '7 - 3 (5tz_. Owner's Address3*+ F4. i Z S,}. ( g- C,.a V R N/4 i e City CAcrrrr.; SLD.,fe5 State Fe- Zip 33 i ' 41. Tenant/Lessee Name NIA Phone # Job Address (where the work is being done) 3 44- NYE le/ City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO x. Contractor's Company Name Contractor's Address City State Phone # Zip 37 r 34 Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) f m(4 .-Yt ( Phone # $ Value of Work For this Permit Fi G> OD 0 ° Square Footage Of Work: z ° Type of Work: WAddition ['Alteration New ❑ Repair/Replace KI Demolition Describe Work: ` ili-tAr 4..4-.1 Garage. i 1+4'1- &jfZ.&J jac� � d C,. k_t i * * ** * * ** * ** * * * ** * * *x * * * * * * ** Fees , * ** * * * * * * * * * * ** * * * * * * * * * * * *** Submittal Fee $2 •00 Permit Fee $ CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ coo (Tv 50. aro d . /00. d° 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 Alit "[DAVIT: 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 t2LL,J /1 w eim ve.,' Signature \-/ (4, `° 1�'�° • Owner or Agent Contractor The fore oing instrument was acknowledged before me this � The foregoing instrument was acknowledged before me this day o ° � 2000 t r - . y day of 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced LE) ' As identi1 cation and who did take an oath. as identification and who did take an oath. NOT RY PUB , C: Sign: Print: NOTARY PUBLIC: Sign: Print: My o ssion Expires: My Commission Expires: - APPLICATION APPROVED BY: chc 05/13/03 12'i "v �b /D 4° gra G Plans Examiner f •,_ ��'' Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME jOFFIRST INSPECTION PERMIT NO. i�'i1 * G1 TA?( FOLIO NO. IL � 0to • 01 •514° 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. IIOIII PENN 1111IIIIIIIIIIIIIIII C F` 14 2008R107.47521 OR Bk 24949 Ps 387iM (fps) RECORDED 09/27/2006 12:51:58 HARVEY RIIVIPli CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: '4V1-1 1\.)' 102- 6+ 5hor S 6 :c. 1 M 0 P6 1 -7 S • + 6.,14 3 Slur, 50.00 X its 02. i (64i , ° S2.. IZCW 4 2. Description of improvement: t ti A I0A La+ 3.Owner(s) name and address: b \Y\ "WC Interest in property: S1 t"tCT Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: ` 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served 'as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differs a is specified) ,Signature of Owner Print Owner's Name '-'1-0'.14 PNI ff° CAtie. over- Sworn to and subscribed fore me this 20day of Notary Public Print Notary's N My commission ex 123.01 -52 PACE 4 8/02 v x, C44141 asPrepared by ,20OG Address: Atlantic Biiiigii*K '':,in'' STATE OF FLORIDA, COUNTY OF DADS 1 I-IEREDY CERTIFY that this is a tree copy of the ong• I filed l ithis offi eon _L �da of r r t. r ,AD 20 i Ali C7 2 a ✓t' 11,0%.1e, 5vt i c i fv PF e�� i�1.�.�7/hie 40\1 ��5 U WITNESS By y hand and Official Seal. ( , of Circuit and Counly Cvuits D.C. Zt ;DLPAR'I IEU:Or 'H ALZH :ON S :Tg .ScWaGr TIIE/it ENT CONSTRUCTION PERMIT • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • CONSTRUCTION f RMIT FOI2: ' • • [ ]New System [ X ]Existing System [ ]Repair •• [. ]Abg;Zdo n • • • • • CENTRAX #: 13 -SG -28439 DATE PAID: FEE PAID : RECEIPT . OSTDSNBR : 06 -0879- -E Holing Tank [ ] Innovative Other [ NA ]-,Temporary APPLICANT: Weaver, :JOhin: :tavandie:c, Ma AGENT: OWNER, •• . . . . . ••e •• PROPERTY STREET ADDRESS: 344 NE 102 St Miami Shores FL 33138 LOT: 7 BLOCK: 38 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] PROPERTY ID #: 11- 3206 - 013 -5140 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ A [ N [ K [ D R A I N F I E L D 1050 ]Gallons SEPTIC TANK O ]Gallons 0 ]GALLONS GREASE INTERCEPTOR CAPACITY O ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS [ 420 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ 0 ]SQUARE FEET SYSTEM TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED CONFIGURATION: [ N ]TRENCH [ N ]BED LOCATION TO BENCHMARK: F.F.E.: 12.4' NGVD MULTI - CHAMBERED /IN SERIES: [Y ] MULTI - CHAMBERED /IN SERIES: [.Y ] @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ N ]MOUND [ N ] [ N ] ELEVATION OF PROPOSED SYSTEM SITE [ 0.0 ] [ FEET BOTTOM OF DRAINFIELD TO BE [ 0.0 ] [ FEET FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ ] [ ] [ BELOW BENCHMARK /REFERENCE POINT ]BENCHMARK /REFERENCE POINT 0.0 ] INCHES OTHER REMARKS: 1.- Existing 1050 gal. septic tank and 420 sq. ft. drainfield, certified by "Miami Dade Health Depatment OSTDS on 08/31/2005" to remain. 2. -Will not be increase in sewage flow, change in characteristics or expected disruption the existing septic system. 3. -This permit is granted for the addition of a new family room and a new garage only. to SPECIFICAT BY: OSP APPROVED BY: O-pin,` DATE ISSUED: 5/3/06 EDRO TITLE: dro TITLE: DH 4016, 03/97 (Obsoletes previous editions which may not be used) Nnmhar• 5744 - 001 - 4(116 -01 (ostds cons 4016 -11 Dade EXPIRATION DATE: CHD Page 1 of 2 Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0‘ ° /fig Job Name We 4 ve r Date Co Ai 21064, 344 t Id Z 511. Add 'n STRUCTURAL CRITIQUE SHEET 770.E !(%Ged Pee do pvd //' (N A � a// 47c44e/1 p e-4 y t doer, s/.01-41,1 f/7 s4 / rs f � 1 V o u.3111 Ug-)l1c1 o IC A tCi Sler. �J ✓ 6) Solace)/ Re per/ As "hilted erd Sh. 2 `` 'vi/ f logAe eJ (6) 8".s c . “6 Ver/. ✓ Pe }Aid bpi.' 3-7411 b -44 rec. C is corm s c kd the 3- '2x$ moo- pei,st) (azd ,e peg - /-i f°611/71) csic 0E11 4 7 (94 rip. wall S"e c /AA.) shop Ora Oe o .� em ke d e n �-a $heard be 6 ex is' . �o d��n 1 rCG October 13, 2006 Miami Shores Village Building Department CTY 10050 N.E. 2 °d Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -1518 Job Name: Addition for Weaver Res. Page 1 of 1 Building Critique Sheet 3rd REVIE ITEM No. 2 NEEDS TO Bl CORRECTED 2. Provide Product Approvals for all windows, swing doors, mullions and garage door as required by FRC 4410 THE PRODUCT APPROVALS SUBMITTED FOR THE GARAGE DOOR AND STEEL DOOR DO NOT MEET Tilt, REQUIRED DESIGNED PRESSURES ON REVIEW AND CORRECT. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 ext. 1430 CITE` Miami Shores Village cc■N Building Department 10050 N.E. 2 °d Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -1518 Job Name: Addition for Weaver Res. Page 1 of 3 Building Critique Sheet REVIEW 8 B HAVE NO ECTE 1Provide Demolition plans and a separate permit application for the demolition of the existing structure. (IF ORONI INC, '!4V I,L. BE THE CONTRACTOR TO DOT 3E 1 OL TI+ PLEASE HAVE (RONI FILL OUT AND SIGN THEE DE O IITIi N AFPLICATION.) 2. Provide Product Approvals for • all windows, swing doors, mullions and garage door as required by FRC 4410. (NON HAVE BEEN SUB TTED)Cam' ='-e D®or/ p%etCDOOit. r°,14$Cloc-d/ Plans are to be signed, sealed and dated by the Architect, both copies, all pages. (Office copy, missing_ ll pages except 1 of � Pa ia P (PLANS ARE STILL NOT SIGNED AAA SEALED BY THE ARCHITECT) 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. 1430 July 5, 2006 Miami Shores Village Building Department CITY CAP 10050 N.E. 2°d Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -1518 Job Name: Addition for Weaver Res. Page 1 of 3 Building Critique Sheet ? 1. Provide Demolition plans and a separate permit application for the demolition of the existing structure. �yCO Provide Product Approvals for all windows, swing doors, mullions and garage door as required by FRC 4410. Address comments from Structural and Mechanical reviewers. Provide a signed and sealed Soil Report prepared by a Geothechtnical Engineer. Submit permit applications from the Electrical, Mechanical, Plumbing, & Roofing Contractors. The paver driveway and wood fence would be on separate permit applications also. A As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in structural alteration" IX Plans must be submitted to Miami -Dade County Planning & Zoning for payment of impact fees. N Plans are to be signed, sealed and dated by the Architect, both copies, all pages. (Office copy, missing all pages except 1 of 7) 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 X1(1: 'MC 01811,1 1 A111 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 DATE OF TREATMENT: 6 TIME OF TREATMENT: IN ;o APPLICATOR: & OUT 7; BUILDER NAME: TREATMENT ADDRESS: 3 At o. . 10 2 5-r: JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP AY O' SPRAY # Cg.IDENIAL COMMERCIAL CHEMICAL:_Dat A ittkek GALLONS MONOLITHIC ,3 2-O S/F STEMWALL SF L/F L/F CHEMICAL: PERIMETER TREATMENT % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954 -584 -8588 1-800-749-8588 FAX: 954584-6117 1`�t�t� der Pe rni' 4 -C 6 -06 - iS t PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 Purchaser's Name and Address: Oroni Construction 14040 NW 6 Court North Miami, Florida 33168 TREATMENT SITE: 344 NE 102 Street Miami Shores, Florida Project: Residence Addition Chemical: Cypermethrin Square Footage: 570 Lot: N/A Number of structures treated: 1 Date of Completion: 02 -01 -08 Permit # RCO6 1518 Product: Demon MAX Linear Footage: N/A Block: N/A Bldg: N/A JAN Z' 1 2008 Accurate Pest Control, Inc. hereby confirms that 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 Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None 1 Year 5 Years ❑ Renewal Yes ❑ LICENSE NO. JB 1752 ACCURATE,.' EST CONTROL, INC BY: Harvey mades, President Revised on 05 -26-05 No ✓ 300 5. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1 -800- 749 -8588 • FAX: 954 - 584 -6117 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/0 (4t Inspector: CtUO Owner: LAVENDIER, MARTHA Job Address: 344 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Phone: (305)685 -0412 Building Department Comments NEW ADDITION BUILD GARAGE AND NEW FAMILY ROOM REMODEL BATHROOM Passed iInspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, February 19, 2008 Page 1 of 2 U.S.. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires Expires February 28. 2009 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name JAY WEAVER For Insurance Company Use: Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 344 NE 102ND STREET City MIAMI State FL ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) L7 BL38 AMENDED PLAT OF MIAMI SHORES SEC.NO.1 10/70 DADE Company NAIC Number A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. N/A Long. N/A Horizontal Datum: A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b NIA sq ft N/A NLA sq in NAD 1927 ❑ I4AI7 1g t 2006 A9. For a building with an attached garag , pldvide a) Square footage of attached garage 221 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c Total net area of flood o • enin • s in A9.b N/A s. in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI 120652 B2. County Name DADE B3. State FLORIDA B4. Map /Panel number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Date Effective /Revised Date Zone(s) 12025C0093 J 7/17/95 3/2/94 X 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. ❑ FIS Profile FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR/A1-A30, AR /AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DADE COUNTY Vertical Datum NGVD29 Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor). 12.3 b) Top of next higher floor N /A._ c) Bottom of lowest horizontal structural member (V zones only) N /A._ d) Attached garage (top of slab) 10.6 e) Lowest elevation of machinery and /or equipment servicing the building 10.6 : ,,. • • • :(Descnbe type of equipmeij in a Comments area) • f) • Lowes adjacent (finis1 ) grade (LAG) 10.1 ': NI • • Highest went (finished) glade (HAG) 10.6 • • • • • • • •.••.• 11 11 Check the measurement used. feet feet feet feet ® feet 11 ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) • ••••• • _ •' • • . " SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION •Tcartification is tope signed: na sealed by a land surveyor, engineer, or architect authorized by law to certify elevation n .or m &tion. 1 cSiti jP at the fr�format/on on this Certificate represents my best efforts to Interpret the data available. • I understand that any false stwmenf may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. •••••• •• • • • ••• © Check he?% if eQmments'a'4 T i'ofvided on back of form. • Certifier's Name RI$ERT T"BOOLE .•• License Number LS. NO. 3277 Title REGISTERED LAND SURVEYOR Company Name R.T. BOGLE & ASSOCIATES, INC. Address 7080 STFjcEl7' City HOLLYWOOD State FLORIDA ZIP Code 33024 Signature Date 2/4/08 Telephone (954) 961 8008 IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: FEMA Form 81 -31, February 2006 Replaces all previous editions Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 344 NE 102ND STREET City MIAMI State FL ZIP Code Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments NC Signature ( Date � Date 2/4/08 " ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑feet 0 meters 0 above or ❑below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. Gi. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in ZoneA (without a FEMA-issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. 41. Penrjit Number • • G5. Date Permit Issued •••••• • •• • •• • •••• • • •••••• • • ` • G7. •flis permit has ` ` ` ssued fa: 9 ❑ :few Construction ❑ Substantial Improvement Gli.N1r,gon of as -bw•ft lowest floor f1Ckidiag basement) of the building: . ❑ feet ❑ meters (PR) Datum G9.•4 FA 2r (n Zoae`Qfr pth of fjotdroa t the building site is: . ❑ feet ❑ meters (PR) Datum • • •• • •••••• G6. Date Certificate Of Compliance/Occupancy Issued OcaTbTficial's ktagqp, •••• • ••...: • • •a••• tommi iity Name• •••••• •••••• •• • • Title Telephone Si � ature • •' "• • • • •• • • •• • •• • ■• Comments • • • • Date ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions P LAND BOUNDARY SURVEY FOR: JAY WEAVER LEGAL DESCRIPTION: LOT 7, BLOCK 38 "AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1," ACCORDING TO 77-/E PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. NOTES: 1. BEARINGS AND BOUNDARY DIMENSIONS BASED ON KEITH AND SCHNARS, P.A. RESURVEY OF A PORTION OF TOWNSHIP 51 SOUTH, RANGE 41 EAST, BROWARD COUNTY,, FLORIDA. MISC. PLAT BOOK 6, PAGE 19. 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. 3. THE LANDS ShOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT -OF -WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN ARE BASED ON NGVD (1929) AND ORIGINATE FROM DADE COUNTY BENCH MARK No. N -397 EL. =6.50 FT. BM IS A PK NAIL & BRASS WASHER SET IN TOP OF CATCH BASIN. NE 2nd AVE. /NE 103rd AVE. 5. MEASURED BOUNDARY DIMENSIONS AGREE WITH RECORDED DIMENSIONS WITHIN ONE TENTH OF A FOOT (0.1) EXCEPT OTHERWISE SHOWN. 6. THERE ARE NO WELLS, SEPTIC TANKS, DRAINFIELDS OR BODIES OF WATER WITHIN 75 FEET OF THE PERIMETER OF THE PROPERTY LINES EXCEPT AS SH0I4N. 7. THE SURVEY DEPICTED HERE IS NOT COVERED BYPROFESSIONAL LIABILITY INSURANCE. LEGEND: A/C = A.E. = BM = C = CB = C.B.S. = C.L.F. _ CONC. _ C/0 = CL. = D D.E. _ D.M.E. = EL. = FDH = FH FIP = FIR = FNC = FNT = GV = I.E. = L.M.E. = L.P. = L.E. = M = M.E. = MH = MF = No.ID = /1/1/ = OHW = O.R.B. = P = P.C. _ R= P.O.B. = •P.O.C• = P!ps• _ • P.R.C. _ •P!ReNf. = •SIP ••S•tlp•• _ salad Co •'S='W iYt• • U.E.• • WM ••WI F JILL... AIR CONDITIONER ACCESS EASEMENT BENCH MARK COMPUTED CATCH BASIN CONCRETE BLOCK STRUCTURE CHAIN LINK FENCE —x — CONCRETE CLEAN OUT CLEAR DESCRIPTION DRAINAGE EASEMENT DRAINAGE MAINTENANCE EASEMENT ELEVATION FOUND DRILL HOLE FIRE HYDRANT • FOUND IRON PIPE FOUND IRON ROD FOUND NAIL AND CAP FOUND NAIL & TAB GATE VALVE IRRIGATION EASEMENT LAKE MAINTENANCE EASEMENT LIGHT POLE LANDSCAPE EASEMENT MEASURED MAINTENANCE EASEMENT MANHOLE METAL FENCE — //- NUMBER NOT IDENTIFIED NON VEHICULAR ACCESS LINE OVERHEAD UTILITY WIRE —0+W OFFICIAL RECORDS BOOK PLAT POINT OF CURVATURE PROPERTY LINE POINZ•OF BEGINNING PEWIT OF COMMENCEMENT POWER POLE• •• PO1PtlWOF RET/ORSE• CURVE F ,VENT REFERENCE MONUMENT RIGGH1 OF- Y • SET* 5/8" S• j• PE SWZ•1i/2" IRON ROD #L84684 T•NAIL Atyd•cAP LB #4684 SI DWALK •••••• -1-REEF LIGHT• •:119111 EASEM UTILITY POLE•••• WATER METER. ••• WOOD. FENCt -e� •SIR£ FENC • x •• • •• FIP 1/2" (No. ID) N.E. 3rd AVENUE 69 9' N.E. 102nd STREET 1 20' ASPHALT PAVEMENT y'! P'cb. 250.00' FDH :.•.:. ` .. 9• �9sr SEPTiC TANK i■ /0 10.0' a A, \tot, tri ^ 10.4' J U FIP 3/4 • 5' CONC O•. I 18.5' PORCH 0. 10'(M & P), q0 • • iNF 10.0 rco c - iii, /. 7.1 i 7.1' I I rip)* CBS P ^ FLOOR Ad Coo EL.= 12.30' 'n 10.0' . 16.9' II . ��•� � 73.2 ' f( /f < triBRICK. PAVE'RS;` 4.9' 5.0' U U T. 0' A t55' I/ BM PAINT MARK ON ASPHALT EL =9.54' cki 01w�68 L l�_ 0 01 tri 50.00' OHW (M & P FIP .3/4" 15' ALLEY 9' ASPHALT PAVEMENT PROPERTY ADwFsS. 344 NE •1 02nd STREET, MIAMI, FLORIDA DATE: 11/13/03 SCALE 1" = 20' JOB.NO. 950 -03 SHEET 1 OF 1 REVISIONS DATE SPOT SURVEY 12/8/06 FINAL SURVEY 2/04/08 DRAWN BY: MD 11 /14/03 R.T. BOGLE & ASSOC., INC. LAND SURVEYORS (LB # 4684 ) 7080 TAFT STREET, HOLLYWOOD, FL. 33024 TEL. (954)961 -8008 FAX. (954)961 -8119 SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY IS TRUE AND CORREC TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT IT MEETS THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA St TE BOARD OF LAND SURVEYORS IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE. DATE OF SIGNATURE: 2/05/08 SEAL NOT VALID UNLESS SIGNED AND STAMPED WITH EMBOSSED SEAL ROBERT T. BOGLE • PROFESSIONAL SURVEYOR AND MAPPER (N0.3277) STATE OF FLORIDA aj FEB 1 9 2008 BY: LA PERMIT #: ACLJc — I Si Miami Shores Village APPROVED ZONING DEPT' k �. DATE '// e BLDG DEPT Wir � fH ALL RULES AND REGULATIONS OV FEDERAL SUBJECT TO COMPLIANC./ 'TrF AND COUNTY .• • • • • • ••• ••• • • • • • • • ••• • • • •• ••• •• • ••• • • • • • • • • • • • • • • • ••• •• • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • - •• •• • • ••• •• ••• Nu Inspection Date: 11/30/2006 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: LAVENDIER, MARTHA Job Address: 344 102 Street NE Miami Shores Village, FL CZ_ DEt 1"" Project: <NONE> Block: Contractor: HOME OWNER -15Ir Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Building Department Comments Wednesday, November 29, 2006 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, November 29, 2006 Page 2 of 2 r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 6cir-.0`nc MOTES WMft JILL 0 6 2006 Permit No. Master Permit No. '1 - 1 `� Permit Type (circle): Building) E1e al Plumbings Mechanical Roofing Owner's Name (Fee Simple Titleholder) J ®i +J 14. Phone # 3 C-1 5 % " 3 r `� Owner's Address 3 if 4 'V `''' 2. . p� City /"[ i!b4 + ,„ t tQ_s- State Tenant/Lessee Name Phone # Zip 33P3C Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO X Contractor's Company Name Contractor's Address Cite torn 1 -0-0t41 Phone it? )D5 - )85 s / Z (4 W 0 Qualifier Name CA State I- I le c/3 Zip 331cdE5 Phone # State Certificate or Registration No. `"' Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ r, ®c ®® Type of Work: Describe Work: DAddition DAlteration (� Phone # Square / Linear Footage Of Work: 34-1c ❑New ❑ Repair/Replace demolition * ** * * * * ** * ** * *** * * ** * * * ** **** ***** Fees * * * *,i * * * *** * *** * * *, * * * **** *** *,rat ! * * * *** * ** Submittal Fee $ Permit Fee $ A r*- i (I ° d/ CCF $ 'L (� CO /CC Notary $ -54 .r ] Training/Education Fee $ (7. 2 () Technology Fee $ , L f ib Scanning $ ( ( k O Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ p 6 Total Fee Now Due $ �N ��i ° � �!.� �� .;� 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 installatie a has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws r.cgul. s ia:2. construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMB!NC, SIG 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 cornplhance �wati ail applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1-60_11 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIfC' 0?F COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the q/;,t9,',LE promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deliver,. •' i:,: t E .F;: Esc,;,; whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be post, r : ,; " ;r for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such !,,, a .,r ),17,,,_ , inspection will not be app ved and a reinspection fee will be charged C .„---- )Si 1 tore ,Sgnature - s Owner or Agent Contractor The for going instrument was acknowledged before me this The foregoing instrument was acknowledged before p ,u .f r9 day of I , 20yJ C) h rm H . `C. (day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced id • As identification and who did take an oath. as identification and who did taakc an o , h. NOTARY ' ) PUBLIC: I TARY PUBLIC -STATE OF FLORIDA • NOT•: • .. • iesias tnmmic ;i e'' DD535535 Expir Sign: '- o Y 13, 2010 � /ti ....1 1i� _ O.. Inc. My C sion Expires: APPLICATION APPROVED BY: (Revised 02/08/06) My Commission Expires: � df Engineer Plans Exarnines- Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1S1S' Inspection Date: 01/25/2008 Inspector: Devaney, Michael Owner: LAVENDIER, MARTHA Job Address: 344 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Phone: (305) 551 -4043 Building Department Comments ELECTRIC FOR ADDITION VI 24 S t \I Passed / Inspector Comments CC / 11/2.-- 4,/, i 40/ :�0 A/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 24, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BYe�r Permit No. E 100 —23N Master Permit No. L._ OMEVIMI SEP 2 0 2096 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 3Jhfl 1 W02W T Phone # ?OS – 757 - 3 1 `4 2 Owner's Address i /V EY 102, SA City 1'1101Vi ShO(t.,3 State FL Zip 3 I Tenant/Lessee Name Phone # .lob Address (where the work is being done) 961 1 v 6 102 54 City Miami Shores Villa a County Miami -Dade Is Building Historically Designated YES NO Zip - 241 2q Contractor's Company Name c,o41 fjInc +(1 G Co40 Phone # ?J ^ SS —q00 2 Contractor's Address 1 2.st ao 20 Ter/ City MICIrI State :C, Zip S Qualifier QACA ; GO Pe( '. State Certificate or Registration No. t•P-,°CO '} .)(1 Certificate of Competency No. "1 S 00 00 f l- Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this permit .)000. C) Square Footage Of Work: Type of Work: 4Addition ['Alteration ❑New ❑ Repair/Replace Describe Work: ,1\6 to al( Of f 0001 C(\ ❑ Demolition * * * * * * * * * ** *** * * * * **** * * * * ** Fees * * * * ** * * * * * * ** ** * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ./...4—.03' , £'e CCF $ i • 2-0 CO/CC Notary $ Training/Education Fee $ 1 `4 0 Technology Fee $ 5.7. Scanning $ `3 — Radon $ Zoning Bond Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ‘s t1-. (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 Al4'1N'II)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 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 behoved and a reinspection fee will be charged. Signature.X V 67 Owner or A e g n t The foregoing instrument was acknowledged before me this (/ ( day of 20 0 by who is p onally known to me or who has prod c d NOTARY dUBLIC -STATE OF FL011b 1 did take an oath. '.n # DD535535 MAY 3, 2Q10, /:.osormc•Y:. Co., Inc,.. NOTARY P Sign: Print: & My Commission Expires: Contractor The foregoin instrument was acknowledged before me this day of , 20 ®'C by who is ersonally known -to me or who has produced `Mike an oath. an4c1, : esias Coma; 'a D335535 3 NfTn' NOTARY PUBLIC: Sign: Print: -c-79 My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *************************** ****** ** ** **** ***************** c. APPLICATION APPROVED BY: chc 05/13/03 **************** * ** * * * * * * * * * * * * * * * * * * * *** * * * * ** �Z ®.0 ,,,Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 -BSI Y Inspection Date: 01/25/2008 Inspector: Levrock, James Owner: LAVENDIER, MARTHA Job Address: 344 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: NELMAR PLUMBING INC Permit Type: Plumbing Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Phone: (305) 261 -3942 Building Department Comments PLUMBING FOR ADDITION JAN 2 8 2009 Passed In pe c o Co ments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 24, 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 BUILDING PERMIT APPLICATION FRC 2004 Permit Type (circle): Building Electrical gEOMEVM MI SEP 2 0 2006 B Y; Permit No. HOG — E' Master Permit No. Mechanical Roofing Owner's Name (Fee Simple Titleholder) Jahn Phone # 2S 75 7 S14 Z Owner's Address 41 t 1 02- 6 City icx l N \O(es State ft, Zip Jj l J�ei Tenant/Lessee Name Job Address (where the work is bering done) MA f> 103. S1 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Phone # Contractor's Company Name 1 1 4 1 mo f lJ C Contractor's Address 7 Me- Phone# 5-2b-1.2)90 City MI ON\ State f 1 Zip 3315 S Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ .3200 Square / Linear. Footage Of Work: Type of Work: []Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Des ribe Work: Of1 aco -096 mu.) {O rA 1 (corn 1 707 n d to c of b m * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ i 61 CCF $ I\ ° ? CO /CC Notary $ Training/Education Fee $ E 0 Technology Fee $ `A ` Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Str *ctural Review. $ Total Fee Now Due $ t ei .1(4 0 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days afier the building permit is issued In the absence of such posted notice, the inspection will not be roved and a reinspection fee will be charged b Signature 41 tAALAN-tr- Owner or Agent The foregoing instrument was acknowledged before me this d a y of s",.._:11 t ,20 a%, by who is personally known to me or who has produced As identification and who did take an oath. NOT r : C: J Sign: Print My Co * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this day of S 1 r , 20 ,, by 7 who is personally known to me or who has produced as identification and who did take an oath. Sign: sad _ of F issionBigesArs25,2007 Print (*miss a a • .. t f V, Bonged By National Notary Assn. My Co t . �, * * *, * *, * *, * *, , *.*********** * * **** * * * *** ** * * * * * *,* * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Inspection Date: 06/25/2007 Inspector: Perez, JanPierre Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: LAVENDIER, MARTHA Job Address: 344 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: A.G. MECHANICAL INC. Permit Type: Mechanical - Residential Inspection Type:-.1-1 Work Classification: New Block: Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Building Department Comments A/C FOR ADDITION THEY ARE NOT GOING TO HAVE ANY NC AS PER CG SEE PLANS ATTACHED TO MASTER C , n F V V ' JUN 2 8 2001 Passed Inspector Comments Ell -) i 7 y - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, June 22, 2007 Page 2of2 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 — PERMIT APPLICATIONS _ JUN 0 1 2007 Master Permit No.•C -' -/ FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) 1� f34 � -�I'? LAJ1241 ption e # v q�� t--4 y c $ 7 5-7 Owner's Address 3 City j .v...-7-A0+/PoState 13_e___ FL.— Zip 37 Tenant/Lessee Name Phone # E -MAIL: J k..^1z.avir e »i CiAA. ii..C.IT4 (4. COQ Job Address (where the work is being done) 34-q- - / V E� 1 0 2 <-(- -. ;City Miami Shores Village County Miami -Dade Zip 3 3 )'3 it FOLIO /PARCEL# ( 1 37- Ip GO ►3yam')--O Is Building Historically Designated YES NO Contractor's Company Name V cod Contractor's AcLdress A 3 p SW. City rht State c......— Zip 331/Y- /4 Qualifier Name Phone # 3 S I '��- - ----- Phone # 34°5-17:42% l q State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) " j-t'` Phone # Value of Work For this Permit $ 3n9n- Square / Linear Footage Of Work: Type of Work: I ddition ❑Alteration ❑flew Describe Work: Repair /Replace'' ❑ Demolition 22.4 J +V--A, ihas 1 Submittal Fee $ Notary $ Scanning $ Radon $ * xxrx xx x xx xxxxxx* x WWWx Permit Fee xKx**xxxxxeSx�xxxxxxxx $ All Training /Education Fee $ Bond $ Structural Review. $ Code Enforcement $ DPBR $ CCF$ Technology Fee $ Zoning $ Double Fee $ **JC*** **'*** ** Y CO /CC Total Fee Now Due $ See Reverse side ii Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Nate (if applicable) Mortgage Lender's Address .C:ity. - State Zip Application is hereby made to obtain a permit to do the work and instllateons as indicated. l 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 roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will 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 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 app oved and a reinspection fee will be charged. - gfnature ,l%� Signature Signature J � Owner or Agent, G ontrac The forgoing instrUment was acknowledged before me this2 The foregoing instrument was acknowledged before me this ao day of c-kit 20 61 by' , day of 1-1CA , 20 a, by me or who has produced who personally.known to me `e r who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: - q, A ' p �( Y '* •�C *�C�CKK7C #K*. ww XDG1G**Po3 :ftwat* ° % Y 104.4* 4*,* NOTARY TIC-STATE OF FLORIDA Arlerti Alicea , Commission # DD447607 Expires: MAR.. 04, 20 PPLCATON ,APPROVED- BY.: (Revised 02 /08/06) - who sonally known t as identification and who did take an oath. NOTARY PUBLIC: Sign: G�� -„ Print; NOTARY PUBLIC -STATE OF FLORIDA My Commission Expit : Arlenis Alicea Silvera y Expires: MAR. 04, 2008 *** •*** •****X.'****** ** * ** •Y.**** 7 Ptnd®d Tlign Adgnio Bonding C®,, Irw: Plans Examiner Engineer Zoning 771 MAY 2 2 2007 BY,'; FORM 600C -04 Small Additions, Renovations & Building Compliance with Method C of Sub- Chapter 6 of the Florida Energ"". manufactured homes, and renovations to single- and multiple -fam • ••• • • •• • • • • • • • • • • ••• • • • • • •••. • • • • • •• •• •• • • • • • • • • • • • • • ••• • xfr APPENDIX 13-D E FOR BUILDING CONSTRUCTION cations Prescriptive Method C. • • • • ••• • • • • • • • • • • • • • • • ••• SOUTH789 •• ma , - ;demons " : d by the use of Fgqppnn erpOC -0� 4 fir additio f 600 st(uare feet qp lest, siFA- instaged components of den .. Altema e methods are r�evided for addliUoas bi usebf Form 0 04 rigpA -04. • • PROJECT NAME: AND ADDRESS: ��t��■� j�– � i t'r •'� i— a�Pz��', Virmarkijiar j . • •• • • CLIMATE VNg: i • i JtdR1DtarlO 6 NO.: [7 • 9 L1 A ) OWNER: Q 7t4 j�, � M <;; O.: L��a ••; rrT47.1^-^ L7^�EC� O SMALL AODITIO S TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements in TabtbAC- 1,1C-21 and bt -3 apply only to the components of the addition, not to the existng building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being Installed in conjunction with the addition construction. Components seperating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. 1. Renovation, Addition, New System or Manufactured Home 2. Single - family detached or Multiple- family attached 3. If Multiple - family –No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor are 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: Please Print 1. AVVITION 2. 'stNg ea VAM. Single Pane Double Pane sq. ft. sq. ft. sq. ft. sq. ft. a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R -value c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes /No) 14. Hot water system: (Types: elec., natural gas. other, existing, none) * Pertains to manufactured homes with site - installed components. 53 lin. ft . sq. ft. sq. ft. sq. ft. sq. ft. 3614. ItS.S sq. ft. sq. ft. sq. ft. sq. ft. AD 333.7 sq. ft. sq. ft. i1. Type: C.a&irleA L SEER/EER: It es • O 12. Type: U a ler flue HSPF /COP /AFUE:>)-Jfi "F7.7 13a. 1,1/A 13b. 00/A 14. Type: Aho e EF: ..� CK I hereby certify that the plans and specifications c. _ :d the calculation are in compliance with the Florida Energy C PREPARED BY: DATE: I hereby certify that this building is in com, ce with the Florida Energy Code: OWNER AGENT: DATE: Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will he inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: FLORIDA BUILDING CODE - BUILDING 13 -D.37 APPENDIX 13 -D • • .•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • Climate Zones 7, 8, 9 TABLE 6C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 So. R. and Les), RENOVATIONS TO EXISTNG BUIDUNGS ANO SITE - INSTALLED COMPON17rT3 nF hwnuoFar Inrn unhYIFC COMPONENT MINIMUM INSULATION INSULATION INSTALLED • 3 Concrete Block Frame, 2' x 4' Frame, 2'x6' Common, Frame Common, Masonry - R -5 R -11 R -19 R -11 R -3 • . ‘, • • • • _2 • Max, 0.3 dm/sq.fL window area .6 cfm/sq.ft. door area. • • Sole & Top Plates Double Single Double CEILINGS Under Attic R -30 P.30 i Single Assembly; Enclosed Air barrier on perimeter of floor cavity between floors. OH -SHGC • Frame R -19 OH -SHGC 1 Metal Pans R -13 1' -.87 0' -.75 Swimming Pools & Spas Single Assembly; Open R -10 1' =.78 0' -.61 • r Common, Frame R -11 ^ 3'- .78 2' -.81 1'- .44 0'- .35 OSlab - on-grade No Minimum 11 •0 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, seated, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R-6. Raised Wood R -11 Separate readily accessible manual or automatic thermostat for each system. O S Raised Concrete Common, Frame R -5 R -11 In unconditioned space R-6 0 In conditioned space No minimum r.. TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AR . • gOUIPMENT • • •IWMUM I INSTALLED • • • • • • • - - SEER = 1 lo. f* SEER = EER = Exterior Windows & Doors 606.1 Max, 0.3 dm/sq.fL window area .6 cfm/sq.ft. door area. Single Sole & Top Plates Double Single Double Single Double Single Double Multistory Houses OH -SHGC Air barrier on perimeter of floor cavity between floors. OH -SHGC See Table 13- 607.1.ABC.32 and 13- 608.1.ABC.32 Maximum percentage glass to floor area allowed Is selected by type overhang length and solar heat gain coefficient. Maximum % Installed % COMPONENTS GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED REQUIREMENTS CHECK UPTO20% UPTO30% UPTO40% UPTO50% Exterior Windows & Doors 606.1 Max, 0.3 dm/sq.fL window area .6 cfm/sq.ft. door area. Single Sole & Top Plates Double Single Double Single Double Single Double Multistory Houses OH -SHGC Air barrier on perimeter of floor cavity between floors. OH -SHGC OH-SHGC OH -SHGC OH -SHQC OH -SHGC OH -SHGC OH -SHGC Water Heaters 1' -.87 0' -.75 Swimming Pools & Spas 0' -.78 2' -.87 l' -.75 0' -.57 1' =.78 0' -.61 3'- .87 2'- .75 1' -.57 0' -.39 2'- .78 1' -.61 • 0' -.44 4' -.87 3' -.75 2'- .57 1' -.39 0' -.30 ^ 3'- .78 2' -.81 1'- .44 0'- .35 612.1 Get certified SHGC from the manufacturer or use defaults: Single dear SHGC ..75, double dear SHGC ..66, and single lint SHGC = .64 l /A( It t� /A 1, TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. V Exterior Windows & Doors 606.1 Max, 0.3 dm/sq.fL window area .6 cfm/sq.ft. door area. s/ Sole & Top Plates 608.1 Sole plates and penetrations through top plates of exterior walls must be sealed 1/ Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives afiowed). • I/ Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. ry/A .// /• A /v/ Exhaust Fans ' 606.1 • d Exhaust vented to uncondttloned space shall have dampers, except for combustion devices with integral exhaust Combustion Heating , 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances.N/A Comply with efficiency requirements in Table 612.1.ABC.32. Switch or clearly marked dreult breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Water Heaters 612.1 Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. p( / A Hot Water Pipes 612.1 Insulation is required for hot water dreulatlng systems (including heat recovery units). ^ Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. l /A( It t� /A 1, HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, seated, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R-6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C -1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area In the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of as nonvertical roof glass and add It to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Otvtde the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent Rnd the largest glass percentage under which your calculated percentage falls on Table 6C -2. Prescriptves are given by the type of glass (single or double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously.in the exterior walls of the house and being reinstalled in the addition do not have to Comply with the overhang and solar heat gain coefficient requirements on Table 6C-2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (011) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2 -foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane clear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6 Read 'Minimum Requirements for Small Additions and Renovations, Table 6C -3, and check all applicable items. 7. Read, sign and date the 'Owner /Agent certification statement on page 1. 13 -D.38 . FLORIDA BUILDING CODE - BUILDING • • • • -• •- -0- ._•• • •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • ••• • • • • ••• ••• ••. • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • Weaver Residence Addition •• •HVAC Load CaJcaiatibrls;• • ;• • • • • • • • • • • for '• Mr & Mrs. Weaver 344 N.E. 102nd. Street Miami,Florida RHvACRESIDENTIAL LOADS Prepared By: R.W. Taylor Sever Design Group Architect 5580 N.E. 29th. Ave Ft. Lauderdale, Florida (954) 489 -1045 Monday, May 14, 2007 Rhvac - Residential & Light Commercial HVAC Loads Richard Taylor Fort Lauderdale, FL 33308 Project Report General Project Information Project Filename: Project Title: Designed By: Project Date: Client Name: Client Address: Client City: Company Name: Company Representative: Company Address: Company City: Company Phone: Desi • n Data Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: •__ • • • • T ♦ --• • •• .s • • • • •'• • Elite Software. Development, Inc. • • ! . • • • • • -. ♦ • • • :;• • •; • , lNeaverResidence Addition •.• • • • • • ..• Paget C: \Elite \Rhvacw \Projects \ —U:NIT Ttrhv • • • • Weaver Residence Addition . • • • R.W. Taylor Monday, May 14, 2007 •. • . Mr & Mrs. Weaver • • 344 N.E. 102nd. Street Miami,Florida Sever Design Group Architect R.W. Taylor 5580 N.E. 29th. Ave Ft. Lauderdale, Florida (954) 489 -1045 •• 1 • .• ••• •• • • • • • • • . • • • • • • Miami, Florida Low 25 Degrees 7 ft. 1.000 1.000 1.000 1.000 1.000 Outdoor Outdoor Dry Bulb Wet Bulb Winter: 47 0 Summer: 90 77 Check Fi • ures Total Building Supply CFM: Square ft. of Room Area: Volume (ft') of Cond. Space: Buildin • Loads Indoor Indoor Grains Rel.Hum Dry Bulb Difference 0 72 0 50 75 55 284 CFM Per Square ft.: 0.849 334 Square ft. Per Ton: 340 3,504 Air Tumover Rate (per hour): 4.9 8,054 Btuh 8.054 MBH 6,718 Btuh 69 % 2,950 Btuh 31 % 9,669 Btuh 0.81 Tons (Based On Sensible + Latent) 0.98 Tons (Based On 75% Sensible Capacity) Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. C: \Elite \Rhvacw \Projects \ —U NTTLO. rhv Monday, May 14, 2007, 5:17 PM Rhvac - Residential & Light Commercial HVAC Loads Richard Taylor Fort Lauderdale, FL 33308 Miscellaneous Report System 1 Addition Input Data Winter: Summer: I Duct Sizin • In • uts Calculate: Use Schedule: Roughness Factor: Pressure Drop: Minimum Velocity: Maximum Velocity: Minimum Height: Maximum Height: Outside Air Data Outdoor Dry Bulb 47 90 a- • ••• • -r ■ ••• • , ••• • - • • • • • • • Elite Software Development, Inc. Weaver Residence Addition Page 3 Qdttk t r.• • •�,+d4ot .: • VV>dt $�16• • • •- 13@I.Munt iA• ... ... 30• • • 77 50 Main Trunk Yes Yes 0.00300 0.1000 650 900 0 0 in.wg. /100 ft. ft. /min ft. /min in. in. .. -• • •••,. ••• f. • • • •••Y$s. • • • ••• •• ,' Indoor.. ryB72 5 75 Yes 0.01000 0.1000 in.wg. /100 ft. 450 ft. /min 750 ft. /min 0 in. 0 in. Grains Difference -3.22 54.55 Winter Infiltration: 1.050 AC /hr Volume of Conditioned Space: X 3504 Cu.ft. 3,679 Cu.ft. /hr X 0.0167 61 CFM 29 CFM Total Building Infiltration: Total Building Ventilation: --- System 1 -- Infiltration & Ventilation Sensible Gain Multiplier: Infiltration & Ventilation Latent Gain Multiplier: Infiltration & Ventilation Sensible Loss Multiplier: C:\Elite\Rhvacw\Projects\--UNTTLO.rhv Summer 0.550 AC /hr X 3504 Cu.ft. 1,927 Cu.ft./hr X 0.0167 32 CFM 29 CFM 16.50 = (1.10 X 1.000 X 15.00 Summer Temp. Difference) 37.08 = (0.68 X 1.000 X 54.55 Grains Difference) 27.49 = (1.10 X 1.000 X 25.00 Winter Temp. Difference) Monday, May 14, 2007, 5:17 PM Rhvac - Residential & Light Commercial HVAC Loads Richard Taylor Fort Lauderdale, FL 33308, Total Building Summary Loads . -• .s_. _ • • • • • • • • • • Elite Software Development, Inc. '; • • ; Weaver Residence. Addition • • ••• Page4 • • Component •,. • Descri tion Tinted Glass: Glazing -My second example custom glass • • • • 1.590° R -5 Insulation: Wall - Block, , R -5 Insulation, block wall, 381.2 5/8" gypsum board interior 12B -Osm: Wall- Frame, R -11 insulation in 2 x 4 stud cavity, •.•115Z: • no board insulation, siding finish, metal studs 16E -30: Roof /Ceiling -Under attic or knee wall, Vented • 313.97 Attic, No Radiant Barrier, Light Tile, Slate or Concrete, R -30 insulation 22A -pl: Floor -Slab on grade, No edge insulation, no 53 1,310 insulation below floor, any floor cover, passive, Tight dry soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 61, Summer CFM: 32 Ventilation: Winter CFM: 29, Summer CFM: 29 Total Building Load Totals: ��rea••i• 8 n; .•Lat iuian • Loss :".; :r •'1'599 1,906 •• ••• : Rhvac - Residential & Light Commercial HVAC Loads • • •• • .w;-:;-.: " • . .. • • • • • • . • w Development, Inc. Richard Taylor • • • • • • • • ; Weaver are Residence Additio Incn 5 Fort Lauderdale, FL 33308 • • • i Elite Soft • • • • • Page System 1 Addition Summary Loads (Average Method) —• •-41. • Component -•'• rea • '"` • ni : ,• Let Descri tion • • i Rhvac - Residential & Light Commercial HVAC Loads Richard Taylor Fort Lauderdale, FL 33308 • T -t • •• •• • i',' i r• Mite Software Development, Inc. Weaver Residence Addition Detailed Room Loads - Room General Calculation Mode: Room Length: Room Width: Area: Ceiling Height: Volume: Number of Registers: Runout Air: Runout Duct Size: Runout Air Velocity: Design Loss: Actual Loss: Item Descri • tion N - Wall -R -5 Insulation 7 X 10.5 S -Wall-R-5 Insulation 16.8 X 10.5 W -Wall-R-5 Insulation 18.3 X 10.5 N - Part- 10 °/20 °- 12B -Osm 11 X 10.5 N - GIs - Tinted Glass shgc -0.78 100 %S S - GIs - Tinted Glass shgc -0.78 100 %S S - GIs - Tinted Glass shgc -0.78 100 %S UP- CeiI- 16E -30 333.7 X 1 Floor- 22A -pI 53 ft.. Per. Subtotals for Structure: Infil.: Win.: 61.3, Sum.: 32.1 Ductwork: People: 200 lat/per, 230 sen /per: Room Totals: Htg. & clg. 333.7 ft. 1.0 ft. 334.0 sq.ft. 10.5 ft. 3,504.0 cu.ft. 3 95 CFM 6 in. 482 ft. /min. 0.100 in.wg. /100 ft. 0.149 in.wg. /100 ft. sccu7enc %: 6ystbm Ndrflber:: Zone Number: Supply Air.,• ••• ;• Suppl, stir Ettalg,2s:,' ••• • • • • • Re IPe • Actual Winter Vent.: Percent of Supply.: Actual Summer Vent.: Percent of Supply: Actual Winter InfiI.: Actual Summer Infil.: Area -U- Htg Sen Quanti Value HTM Loss C: \Elite \Rhvacw \Projects \ -U NTTLO. rhv 59.5 129.2 192.5 115.5 14 17.5 30 0.200 0.200 0.200 0.112 5.0 5.0 5.0 2.2 298 646 962 259 1 1 284 CFM 4.9 AC /hr 0 CFM 29 CFM 10 % 29 CFM 10 % 61 CFM 32 CFM Clg Lat HTM Gain 6.1 0 6.1 0 6.1 0 1.1 0 1.040 26.0 364 32.1 1.040 26.0 455 32.2 1.040 26.0 780 32.2 333.7 0.032 0.8 267 1,310 5,341 3.021 1,686 0.033 230 53 0.989 24.7 558 3 7,257 0.9 0.0 Sen Gain 363 788 1,174 129 0 450 0 563 0 965 0 310 0 0 0 0.950 1,191 0.047 84 600 4,742 530 278 690 1,875 6,240 Monday, May 14, 2007, 5:17 PM Rhvac - Residential & Light Commercial HVAC Loads Richard Taylor Fort Lauderdale, FL 33308 • ••• • — •—•-••- oe 11 • II. 9 : • • • Software Developments Inc. • • s ••• • • • we aver R es Id ence Addition • • ; ; • • ••• Page 7 • System 1 Room Load Summary Room No Name ---Zone 1--- 1 New Family Rm' 334 Ventilation System 1 total 334 System 1 Main Trunk Size: Velocity: Loss per 100 ft.: 'Coo lin S item Summa Htg tg Vn • 4"--11—'-an: • Area Sens Nom ; floves ,LPupt • SF Btuh CFM • Site •Nitt eig Cig Let Nom Sys B•tuti Btuh ' CFM CFM 7,257 797 94 : • 8,054 94 8x7 in. 813 ft./min 0.198 in.wg • • •• • • • • • :t°,240. • • • 478: 6,718 1,875 284 284 1,075 2,950 284 284 Cooling Sensible/Latent Tons S lit Senslble Latent Btuh Total Btuh Net Required: Recommended: F Equipment Data Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: 0.81 69% / 31% 0.98 75% / 25% Heating System C:\Elite\Rhvacw\Projects\—UNTTLO.rhv n/a n/a 6,718 2,950 9,669 8,851 2,950 11,802 Cooling System 0 Btuh 0 Btuh Monday, May 14, 2007, 5:17 PM Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date MECHANICAL CRITIQUE SHEET (, C-c� eou t c Ji) LL;L\6L..its- - izco, \tLe) k-tAc),(1,6 +mod .7'' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. eco Job Name G%d0 • Date MECHANICAL CRITIQUE SHEET #4;,/.40/ lea .4dd #4/4ii( .oAdiek / & Gli /7e 42, lei /a1�7 1 oA) .7 G40 OW% gP1,0A2P-&o 004 { OCT 1 8 2006 rte , a a �..DIX 13-D (C � o - m FLORIDA ENERGY EFFICI ICY COeDE m FOR BUILDING CONST FORM 600C -04 Residential Limited Applications Prescriptive Metho Small Additions, Renovations & Building Systems Compliance with Method C of Sub - Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000 -04 for addi manufactured homes, and renovations to single- and multiple - family residences. Alternative methods are provided for additions by use of For o 0 0 -ins components of PROJECT NAME: AND ADDRESS: G'•. FAA. 14Y BUILDER: SSC .1`r +4 14 344 ,N Lc .2. �'. PERMITTING OFFICE: CLIMATE ZONE: 7( 18 9 Int S 00124$ OWNER: J du ��/��4 PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements In Tables 6C -1, 6C -2, and 6C -3 apply only to the components of the addition, not to he existng building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being Installed in conjunction with the addition co , truction. Components separating uncondit oned spaces froin conditioned spaces must meet the prescribed-minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations -ore than 30% of the assessed va ue of the building). Prescriptive requirements -in Tables 6C -1 and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFA. re "+MES AND BUILDINGS. Only site installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system is installed. Renovation, Addition, New System or Manufactured Home 2. Single- family detached or Multiple - family attached 3. If Multiple- family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes /No) 14. Hot water system: • • ••• • • (Types: elec., natural gas, other, existing, f'tpne) • • * Pertains to manufactured homes with site- installed corttponerts. I hereby certify that the pi the Florida Energy 1 'de PREPARED BY: • • • • • • • • • •• Please Print 1. APO I TPr1 2. 3. 4. 5. 2 ®N Single Pane Double Pane 6a sq.ft. sq.ft. 6b. sq. ft. sq. ft. 7. */id 8a R =0". lin. ft. 8b. R = sq.ft. 8c. R = sq.ft. 8d. R = sq. ft. 8e. R = sq. ft. 9a -1 R = 5► 4 S'o sq. ft. 98 -2 R = sq.ft. 9b -1 R = sq. ft. 9b -2 R = sq. ft. 9c. 10a. R = 7® 444 sq. ft. 10b. R = sq. ft. 11. Type: A4 A SEER/EER: 12. Type: HSPF /COP /AFUE: 13a. 13b. 14. Type: EF: a _a s and specificat . nu covered by the calc.fa�iion ark IA iompliance•,vith ORerew of plans and gprpijications coverer • • • • • • PTergy CodaBefore cois�fruction is co i :: f[JriL in •• 6460 • j.•% cord�ce�ith�ectio•553.91_ ES. _� • • ILDING OFWCIAL: _ ��L ` J,7 1 hereby certify that OWNER AGENT: din is in comp h the Florida Energy Code: DATE:% ` , A ATE: ••• . vv • • • • • ••• • • • • • • • • • ••• • • • • • • •• •• •• • • • ••• FLORIDA BUILDING CODE - BUILDING • • • • • • • • • •• •• CK V i he Florida lance in 13 -D.37 APPENDIX 13 -D TABLE 6C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOIATIONS TO COMPONENT MINIMUM INSULATION INSULATION INSTALLED WALLS Concrete Block Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry R -5 R -11 R -19 R -11 R -3 5 SEER = EER = Exterior Windows & Doors SPACE HEATING CEILINGS Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R -300 R -19 R -13 R -10 R -11 HSPF = HSPF/ COP = AFUE _ AFUE = HOT WATER Electric Resistance Gas; natural or LP Fuel Oil cn S u- Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R•11 R -5 R -11 A OH -SHGC OH -SHGC OH -SHGC o E In unconditioned space R -6 No minimum 0' -.78 In conditioned space 1' -.78 0' -.61 3' -.87 2' -.75 1' -.57 0' -.39 2' -.78 1' -.61 0' -.44 TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY Climate Zones 7, 8, 9 EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY z --I O U Central A/C - Split - Single Pkg. Room unit or PTAC SEER = 10.0 SEER = 9.7 EER = 8.5* SEER = SEER = EER = Exterior Windows & Doors SPACE HEATING Electric Resistance Heat pump - Split - Single Pkg. Room unit or PTHP Gas; natural or propane Fuel Oil ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7* AFUE _ .78 AFUE = .78 HSPF = HSPF = HSPF/ COP = AFUE _ AFUE = HOT WATER Electric Resistance Gas; natural or LP Fuel Oil EF = .92 EF = .59 EF = .54 EF = EF = EF = OH -SHGC See Table 13- 607.1.ABC.3.2 and 13- 608.1.ABC.3.2 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient. Maximum % 20 Installed % = Z GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED SECTION REQUIREMENTS UP TO 20% UP TO 30% UP TO 40% UP TO 50% I. Exterior Windows & Doors 606.1 Single Double Single Double Single Double Single Double OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC Combustion Heating 1' -.87 0' -.75 0' -.78 2' -.87 1' -.75 0' -.57 1' -.78 0' -.61 3' -.87 2' -.75 1' -.57 0' -.39 2' -.78 1' -.61 0' -.44 4' -.87 3' -.75 2' -.57 1' -.39 0' -.30 3' -.78 2' -.61 1' -.44 D' -.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 612.1 TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. I. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 1� Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multistory Houses 606.1 Air barrier on perimeter of Floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. �r V Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). V Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: • • • ••• • • 1. On Table 6C -1 indicate the R -value of the insulation being added to each t mponent an therbifiaknce levels gethepquiliffie t installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added noerenovattd�tlay btll&ft lank.• • • • 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned jtooi area in lime additigp as�olllivs.=ole4t he amts of all glass windows, sliding glass doors and glass door panels. Double the area of all nonvertical roof glass and add it s to the previous total. When gl s•in exiStilfetaxterisr walls iebeingiem:ved or effciosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. MIAMI, by 100 to get the anent. Find the largest glass percentage under which your calculated percentage falls on Table 6C -2. Prescriptives are given by the type of glass (single or double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient require on Tale 6C -2. All slew glegliitLthe addition�1 must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance Is measured perpendicuerlylnnyhetee of the, glass to aspoint dirsrJ ldern flutermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the followingSeIuiresnerys. Aey gVrhs type a solar healegalwcoeffieient may be used for glass areas which are under at least a 2 -foot overhang and whose lowest edge does not extend further than 8 feet from the 0 e!1ane.13$ss areassbeigg reno�ajed Mat t not meetahis criteria must be either single -pane tinted, double -pane clear or double -pane tinted. • i • • • • • • • • 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6 Read 'Minimum Requirements for Small Additions and Renovations; We i1C -3•and check alLaplicabte items. 7. Read, sign and date the'Owner /Agent' certification statement on page 1.: : • • • • •: • • • • • • • • • • ••••• • • i I. . • 13 -D.38 • • • • • FLORIDA BUILDING CODE - BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date MECHANICAL CRITIQUE SHEET 1 • `(L.. \ A fr ( r C\ANy 0 f2C-'c% . /sly APPENDIX 13 -D OCT 1 8 2006 FLORIDA ENERGY EFFI6fesioneirsemiihilaNG CONSTRUCTION FORM 600C -04 Residential Limited Applications Prescriptive Method C Small Additions, Renovations & Building Systems SOUTH 7 8 9 Compliance with Method C of Sub - Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000 -04 for additio manufactured homes, and renovations to single- and multiple - family residences. Alternative methods are provided for additions by use of Form d components of PROJECT NAME: AND ADDRESS: OWNER. .� r r'A1M Ito F BUILDER: VI N ' -. , 0 . [ PERMITTING OFFICE: (MATE Ai E: ' "•�_ 9 �, t I"2�FM� ._ - PERMIT NO.: ry 1� '/1 SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements In Tables 6C -1, 6 the existng building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed s, conjunction with the addition construction. Components seperating unconditioned spaces from conditioned spaces must meet the prescribe the addition, not to stalled in S (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C -1 and 6C -2 apply on y to ''.mponents equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this form, BUILDING SYSTEMS Comply when complete new system is installed. 1. Renovation, Addition, New System or Manufactured Home 2. Single- family detached or Multiple - family attached 3. If Multiple- family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: ale • • • • (Types: elec., natural gas, other, existing,ilone) • • • • * Pertains to manufactured homes with site - installed c lip$ �eiltse : : : : •; • • • • • •• Please Print 1. l O 2. 3. 4. 5. 21..o�I Single Pane Double Pane 6a. sq. ft. sq. ft. 6b. / sq. ft. sq. ft. 7. 2 O % 8a R = lin. ft. 8b. R = sq. ft. 8c. R = sq. ft. 8d. R = sq. ft. 8e. R = sq. ft. 9a -1 R = tj 4S° sq. ft. 9a -2 R = sq. ft. 9b-1 R = sq. ft. 9b -2 R = sq. ft. 9c. 10a. R -1 1 sq. ft. 10b. R = sq. ft. 11. Type: Td PA SEER/EER: 12. Type: HSPF /COP /AFUE: 13a. 13b. 14. Type: EF: I hereby certify that the pta ano specifica 'FMK rred t the unlitutaf on are io.comoliawl with • illgeuiew of pleas andegtillications co the Florida Energy C PREPARED BY: ne c B • ore construction is ccor nwritllSecti 55 B, • 'BUILDING OYFICIAL:• I hereby certify t hi- ing r' in a tf the Florida Energy Code: OWNER AGENT: r DATE: L 0 (, i0 /AhC. FLORIDA BUILDING CODE - BUILDING red by this calms ion Indicates co mpleted in e• mpliai liiiiiirlirr , vp ••• • • • • • ... • • • • • ••• • • • • •• • • • • • • • • • • •• • • ••• • • • •.• •• •• a 13 -D.37 APPENDIX 13 -D TABLE 6C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOUATIONS TO COMPONENT MINIMUM INSULATION INSTALLED EFFICIENCY INSULATION INSTALLED WALLS Concrete Block R -5 SEER = EER = Exterior Windows & Doors Frame, 2' x 4' • R -11 ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7* AFUE = .78 AFUE = .78 HSPF = HSPF = Frame, 2' x 6' R -19 AFUE _ F w _ F Electric Resistance Gas; natural or LP Fuel Oil Common, Frame R -11 EF = EF= OH -SHGC Common, Masonry R -3 OH -SHGC OH -SHGC OH -SHGC (1) ? J o Under Attic R -30 Water Heaters * 61. 1' -.78 0' -.61 Single Assembly; Enclosed 2' -.78 1' -.61 0' -.44 4' -.87 3' -.75 2- .57 1' -.39 0' -.30 3' 2' 1' 0' Frame R -19 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 Shower Heads Metal Pans Single Assembly; Open R -13 11-10 HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts In attics must be insulated to a minimum of R -6. HVAC Controls Common, Frame R -11 Slab -on -grade No Minimum • O Raised Wood R =11 O Raised Concrete R -5 I-1- Common, Frame R -11 0 In unconditioned space R -6 p In conditioned space No minimum r TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONIY Climate Zones 7, 8, 9 EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY COOLING Central A/C - Split - Single Pkg. Room unit or PTAC SEER = 10.0 SEER = 9.7 EER = 8.5' SEER = SEER = EER = Exterior Windows & Doors SPACE HEATING Electric Resistance Heat pump - Split - Single Pkg. Room unit or PTHP Gas; natural or propane Fuel Oil ANY HSPF = 6.8 HSPF = 6.6 COP = 2.7* AFUE = .78 AFUE = .78 HSPF = HSPF = HSPF/ COP = AFUE = AFUE _ F w _ F Electric Resistance Gas; natural or LP Fuel Oil EF = .92 EF = .59 EF =.54 EF = EF = EF= OH -SHGC " See Table 13- 607.1.ABC.3.2 and 13- 608.1.ABC.3.2 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient. Maximum % =. Installed % = 20 0 GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED REQUIREMENTS CHECK UP TO 20% UP TO 30% UP TO 40% UP TO 50% Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.tt. window area; .5 cfnr/sq.ft. door area. Single Sole & Top Plates Double Single Double Single Double Single Double 606.1 OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC 1' -.87 0' -.75 Water Heaters 0' -.78 2' -.87 1' -.75 0' -.57 1' -.78 0' -.61 3' -.87 2- .75 1' -.57 0' -.39 2' -.78 1' -.61 0' -.44 4' -.87 3' -.75 2- .57 1' -.39 0' -.30 3' 2' 1' 0' -.78 -.61 -.44 -.35 612.1 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.tt. window area; .5 cfnr/sq.ft. door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. ll/"#' Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. S {/ Combustion Heating ' 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. Extemal or built -In heat trap required for vertical pipe risers. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (Including heat recovery, units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts In attics must be insulated to a minimum of R -6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.. GENERAL DIRECTIONS: • • • • • 1. On Table 6C -1 indicate the R -value of the insulation being added to each c�mponent an!thelfficiencMlevalls o ;theiquiIr!alR installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added po6renovat i lay b*IAIt blink.• • • • 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned oorfsrea in Use aeitic: as$oliots. filllne areas of all glass windows, sliding glass doors and glass door panels. Double the area of all nonvertical roof glass and add it to the previous total. When gad An eximli xteriu calls r:apeing m ,ed r etictosed by the addition; an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the a dition. Maly by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C -2. Prescriptives are given by the type of glass (single or double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specsj ie)l. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient rewire e i on a!le 6C -2. All row gla`��rhe additionII must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularlygorry{he 1:t ce of th @glans to *point direciiyTVerti:Atermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following }2tlairelnen . A•y glass Ice an solar heatigair•coeffiaient may be used for glass areas which are under at least a 2 -foot overhang and whose lowest edge does not extend further than 8 feet from the ane. Kiss areasileirli reno&ajed that dII no:meetCis criteria must be either single -pane tinted, double -pane clear or double -pane tinted. • • . • • • • 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6 Read 'Minimum Requirements for Small Additions and Renovations, TA*11C -30and cheilc alloppycableie� s.� 7. Read, sign and date the'Owner /Agent' certification statement on page 1.: • • • • • • : • • • • • • • • • •• • • • • r• • • • • •• •• 13 -D.38 • • • • • • • • • • • FLORIDA BUILDING CODE - BUILDING Issue Date: 10/26/2006 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/24/2007 Owner's Name: MARTHA LAVENDIER Permit Type: Roof Work Classification: Roof - New Job Address: 344 102 Street NE Miami Shores Village, FL Contractor(s) Phone ALL IN ONE PROPERTY SERVICES 305 - 688 -9550 Primary Contractor Yes Additional Information Type of Work: New Roof Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -9 -06 -2382 Phone: 786- 473 -9539 1132060135140 Lot: PB: Total Square Feet: 600 Total Valuation: $ 3,000.00 Re ' uired Ins, ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $250.00 $9.00 $6.25 $267.65 Building Department File Copy Applicant Signature Invoice Number RF -10 -06 -26555 Total: 940 cc/ it( Amt Due $267.65 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Miami Shores Village Building Department D EgC EEV'M 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 at S P 2 2006 �l Tel: (305) 795.2204 Fax: (305) 756.8972 B Y: BUILDING Permit No. E`2R55.. , PERMIT APPLICATION Master Permit No. 05-1 1 S FBC 2004 PType (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) �Qh n W c v J r ( Phone # (o3) 1 � ° I i Roofing Owner's Address `'59.9 N t 102. sk City M K ni 5 O ft. State -ft, Zip J� 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) City & &9 N IOZs- Miami Shores Village County Miami -Dade FOLIO / PARCEL # i 1 —62©6- 013 Zip '�3l3� 242CI Is Building Historically Designated YES NO Contractor's Company Name 1 f\ One, Phone# OS- (Iq6--1-663 Contractor's Address %b`3iO N C (ZS ST City `)Q 10 fIn 1 State ; Re Ct 1 Qualifier Name t ddI LSt Aron Phone # .0S— 52S-4012 State Certificate or Registration No. q 16000206 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: e;,(: " _c Value of Work For this Perrit $ Tyne of Work: Addition Alteration Describe Work: 9 1 kca W n afcl e ❑New ❑ Repair/Replace ❑ Demolition Coo v OA a (e. . d J * * *** ** * * * * * ** * * * * * *** * ** ** ** * ** * * ** ** Fees ** *, i******** * * * * * *** * * *** * * * ** * ** * * * * * ** * ** CCF $ 1 Q CO /CC Technology Fee $ (7, % s Zoning $ Submittal Fee $ Permit Fee $ ) C' Notary $ Training/Education Fee $ e (, 0 Scanning $ q Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due$ I (e1 ,K See Reverse side --+ Structural Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ' State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installaik n has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all lam, s ego_ i i n g, construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBINN;_ .; 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 •,r�t� ?_�? applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU to PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO TICE 0 COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the c� . „olicGF, promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered whose property L. subject to attachment. Also, a certified copy of the recorded notice of commencement must be poster.' for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such poster) inspection will not be approved and a reinspection fee will be charged Signature ct7 tAn Owner or Agent Signatur Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged befop° m :his W day of 9 , 20 by day of 2 b �� , by who is p sona ll knowwnn tame or who has produced who is penally kn one or who has produced As identification and who did take an oath. as identification and who did taik,:e ao odd-, UBLIC,STATE OF FLORIDA Nancy Iglesias • # DD535535 ires: MAY 13,. 2010 t�� o., inc. Sign: Print My Commission Expires: nde Z PUBLIC-STATE °1le A cy ion #DD535535 M�+ co 010 Sign: Print: My Commission Expires: * tie********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** iii************************ * ** * * * * * * * * * * * * * * * * * * * * * * ****** APPLICATION APPROVED BY: (Revised 02/08/06) f., Plans Examiner Engineer Zoning • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1 Page 1 of 1 High Velocity Hurricane Zone Uniform•Rootlng Parmit•ApplIcatlon Form MIAMI -DADE COUNTY BLYLI2IND I3EP.AIITIIQEP T gLF•C'tMNI..APPLICATI y7may] . • •. Process No. • • • • • . • • • • • • • •• ••• • • Section A (General Information) SEP 2 0 2006 u B Y.X-. S------ ---- -- Q5 -\ S W Master Permit No. Contractor's Name: Au -sNI-ONE •• • • • ••••••• • ••• • • • •• • • • sobAdurest: ..F,:,:••••• • • •• • • • 344 Ile. 102 Sr. Roof Category L• ow Slope r M• echanically Fastened Tile A• sphaltic Shingles M• etal Panel /Shingles E Prescriptive BUR -RAS 150 r Other: Mortar /Adhesive Set Tile r Wood Shingles/Shakes Roof Type New Roof r Re- Roofing r Recovering r Repair r Maintenance Are there Gas Vent Stacks located on the roof? r Yes 150vo If yes, what type? r Natural r LPGX Roof System Information Low slope roof area (ft.2)1— F,7 /A . Steep Sloped area (ft.2)1 9 Siilf(-Total (ft.0) fQb . ft. Page 2 http:// www. co.miami- dade.fl.us /BLDG/ROOFING PERMITING/PERMIT_APP_SECTI... 3/26/2004 Sketch Roof Plan: Illustrate all levels and sections, root drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): ! . I -. i. , - _ pr �� ..... _ I.µ 1. 1 ! _._ �... 1 ._._ t � 1 4 �.i� r N �t 1 ,- - L, -.1_4___._, a r -_ -. _ (yam' i t ! , i • ' . a. -. f . - - -}- as -'f : = f � .aua L4 _ + k Fiji s _ I , i ... I�R ��_ .e . ..L._1. „d t .i. m....i..: ».,.,d... . A. .J„.. t...«.4 --a Page 2 http:// www. co.miami- dade.fl.us /BLDG/ROOFING PERMITING/PERMIT_APP_SECTI... 3/26/2004 • • •• •• • . . • • • • • • •.• • • • ••• • • • • • • • • • • • • • • • • • • • .•. • • • • • • • • • • • ••• • • • • ••• Page 1 of 1 High Velocity Hurricane Zoh a UnSfortn :R3;QfLng''glimit Application For MIAMI -DADE COUNTY BUILbIhIG'EPM TlglEUT ELOCVIONIC APPLICATION Section C (Ldvi SlolSedRcrdf S9Stem) Fill in the Specific Roof Asseinbiyeopnpoiaentcand' dentify Manuf.. ' urer (If a componeht is•not used; identify as "NA ") System Manufacturer: NOA No: i Design Wind Pressures, From RAS 128 or Calculations: Pmaxt : Pmax 2: Pmax3: Maximum Design Pressure, From the Specific NOA System: 1 Deck type: 15/8" Plywood • These decks require a fastener p l st by an approved test labratory Other Deck Type: Joist Spacing: Wood Nailer: Base Sheet(s) & No. of P Base Sheet Fasten ;''Bonding Material: Ply Sheet(s) Ply Sh Fastener /Bonding Material: O. of Ply(s): Slope: j_._ ____,._ rip Edge Size & Gauge:12" face 26 ga. Drip Edge Material Type:1GalvinIzed Metal p /Cleat gauge or weight: N/A 3 Anchor /Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding M;; =rial: Insulation Base Layer /Size & Thickn <s: 1 Base Insulation Fastener /Bondi Material: Top Insulation Fastener/B• ding Material: Insulation Top Layer/ e & Thickness: urfacing: ening/Bonding Material: FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener T • e: 1 'AA" R.S. Nails Alternate Fasteners: 1. Field: " o/c @ laps & rows @ " o/c 2. Perimeter " o/c @ laps &I rows @ " o/c 3. Comers: " o/c © laps &[ rows ®1 " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: Page 3 Perimeter: Comer. http:// www. co. rniami- dade. fl. usBLDG /ROOFING_PERMITING /SECTION_C 4.HTML 3/26/2004 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Page 1 of 1 Illustrate Components Noted and Detpids ag Pe p1icabl ou9 cleat, Cant strip, Bas Woodblocking, Gutter, Edge Terminations /Strippirs �{ sslli 9, •• srt • Flashing,Counterflashing, Coping, Etc. • • • • • • • • • • • • • • • • •• • • • • • ••• •• Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Ma F "aI, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Par pet Wall Height Pt Mean Root' Height Ft Page 3a http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION_C 4_2.HTML 3/26/2004 High Velocity Hurricane Zoriq lthifprtn•F OpQfin ' PeMdt Application Form MIAMI -DADE COUNTY BUILpItIGOEPART N'rE 4Cr ONIC APPLICATION Illustrate Components Noted and Detpids ag Pe p1icabl ou9 cleat, Cant strip, Bas Woodblocking, Gutter, Edge Terminations /Strippirs �{ sslli 9, •• srt • Flashing,Counterflashing, Coping, Etc. • • • • • • • • • • • • • • • • •• • • • • • ••• •• Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Ma F "aI, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. Par pet Wall Height Pt Mean Root' Height Ft Page 3a http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION_C 4_2.HTML 3/26/2004 • • ••• •• •• • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• Page 1 of 1 High Velocity Hurricane Zol4ifauntforMgtDgfing eenn itApplication Form MIAMI -DADE COUNTY BUILIWIG• PAKI M ITT alp-TONIC APPLICATION Section D (Sfee�O SIo{3edMoo7SysttflI) • • •• • • • • •• • • Sloped System Description Deck Type: 5/8" Plywood Altemate Deck Type: Roof Slope: "/12" Roof Mean Height: S 12. Ridge Ventilation: eettiT *w3bLS OAl Sot-or Method of Tile Attachment N/A Altemate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field:: Perimeters: N Pe Comers: Perimeter Width: Page 4 tlA Underlayment type: A9'try -17 274 Insulation/Fire Barrier Board: PIA Optional Nail bl Substrate: rqA Fasteners: *4o I 111441 g,.9 • Co114o6ioi QerptgrA' Cap Sheet Type/Adheslve Type: X15 ?M D 249 4O Roof Covering: ........_,w 1 iVtaY0 Fr- to "G Roof Covering Attachment Method: L7 wain Aallovve • Drip Edge Size & Gauge: face 26 ga. Drip Edge Material Type: iGalvinized Metal Drip Edge Fastener Type: ' fi t F4'6) `rO•e- Crag . Hook Strip /Cleat ga. or weight: N/A http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION D_3.HTML 3/26/2004 Roof System Manufacturer: ' - _ Notice of Acceptance Number: d 5 —D/ 2-14402.- Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: /. 7A P2:rii.2f P3:122 -aI Maximum Design Wind Pressures, (From the PCA Specific system): -4,q Sloped System Description Deck Type: 5/8" Plywood Altemate Deck Type: Roof Slope: "/12" Roof Mean Height: S 12. Ridge Ventilation: eettiT *w3bLS OAl Sot-or Method of Tile Attachment N/A Altemate Tile Attachment Method: Clip Spacing for Metal Roof Panels Field:: Perimeters: N Pe Comers: Perimeter Width: Page 4 tlA Underlayment type: A9'try -17 274 Insulation/Fire Barrier Board: PIA Optional Nail bl Substrate: rqA Fasteners: *4o I 111441 g,.9 • Co114o6ioi QerptgrA' Cap Sheet Type/Adheslve Type: X15 ?M D 249 4O Roof Covering: ........_,w 1 iVtaY0 Fr- to "G Roof Covering Attachment Method: L7 wain Aallovve • Drip Edge Size & Gauge: face 26 ga. Drip Edge Material Type: iGalvinized Metal Drip Edge Fastener Type: ' fi t F4'6) `rO•e- Crag . Hook Strip /Cleat ga. or weight: N/A http:// www .co.miami- dade.fl.usBLDG/ROOFING PERMITING /SECTION D_3.HTML 3/26/2004 • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •••• Page 1 of 1 High Velocity Hurricane Zohd Wr6fortn :R:00ftng Poi nit Application Form MIAMI -DADE COUNTY BUILb15IG ttEPA,RTI'4E IT ElLgCTRONIC APPLICATION • •• ••• • • •• •• • • •• ••. • •• • ••••••• • Section 'f erne:Carabl &tionk) • • • • • • • • •• • • • • • ••• •• For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1:10 G x A L2g 7 - Mg: 5.6 = Mr1: 8•YS' NOA Mf: P 2:1/00. 6, x A [. 2.9 7 - Mg: 5. -`� = Mr1: Vt. 19 NOA Mf: G f P 3: ; (Zi & x A ' 1 - Mg: S 5 = Mr1: Ly.CQ NOA Mf: ri771 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 1 I I I - , - -M 1 2:12 34.4 36.5 38.2 ral 42.2 3:12 32.2 6.0 37.4 39.8 30 4.2 33.8 35.1 37.3 J!4 30 31.6 32.8 34.9 Y 6:12,411 1111PrAlli 26. < 29.4 30.5 32.4 24.4 IN 1� f 28.2 30.0 *This Table st be used in conjunction with a list of moment based tile systems e9' orsed by the Broward county Board of Rules and Appeals. Page 5 http : / /www.co.miami- dade.fl.usBLDG/ ROOFING _PERMITING /SECTION_E_3.HTM 3/26/2004 • .. • • • • • •.• • • • • • • • • • • • • • • • • ••• • • • ••• • •• • • • • • • • • • • • • ••• Page 1 of 1 High Velocity Hurricane Zop� ltnifgrrri;2pgQfing.Permit Application Form MIAMI -DADE COUNTY BUILVt G SrPAp.TM€NT Et:ECiI'tONIC APPLICATION For Uplift based tile systems usg Method 3 *in the.values for F' with the values for Fr. If the F' values are greater t*�an or ec#aal fo the Fr values, for each area of the roof, then the tile attulinterit Atethpct is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1: xI:j (P2: (P3: xl: NOA F' x cos A: =F W :i x;'os8: =Fr2 -W ,, x cos A: =Fr3'[ Whdre to Obtain formation Description I S of ere to Fi ," n Pressure P1 or P2 or P, ° Design - ` S 127 T•'1 or by an engineering analysis prepared by a P. E. on ASCE 7 -98 Mean Roof Height Job Site Roof Slope Job Site Aerodynamic Multiplier NOA Restoring Moment due to Gravity y■, NOA Attachment Resistance � NOA Required Moment Resistance Mr Calculated Minimum Attachment Res' -4- F' NOA . Required Uplift Resista ,7 Fr Calculated Average Tile Weight ,;� W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. Page 5a http: / /www.co.miami- dade.fl.us/ BLDG /ROOFING_PERMITING /SECTION_E_3 2.HTML 3/26/2004 MI • • ••• • •• •• • • • • • • • • • • • • • • • • ••• • . • • • ••• • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • . . Santafe Tile Corporation • 8825 NW 95th Street Medley, FL 33178 • • • • • • • • • • • • • • • ••• • •• • • • • • ••• • • • • ••• . . jVIIAMI -DADE COUNTY, FLORIDA • • • METRO -DADE FLAGLER BUILDING VICCNitar FLAGLER STREET, SUITE 1603 • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• ••• •• • • • • • • • • • • ... .• 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, the expiration date may be displayed in advertising literature. If any ty' and followed it shall by be done in its entirety. g Y Portion of the NOA is displayed, then it shall 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 • • • • • • Roofing ..• • • • •.. • • • •• • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ... • • . • •. • Sub -Ca orv: 07320 Roofing Tiles Material: Clay pecjikm 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 Manafaeture by Test lfcant D —nn Specifications Santaf6 `S' Clay N/A TAS 112 Roof Tile Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test — Aee„c`' 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 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 TAS 102 TAS 101 TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails Aug. 1994 March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 2 of 5 Tcst Ag 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 Identifier • • P01347-01. • • • • • • • • • • •. ... • P 0631 -01 •. • • • • •• • .•••• • • 52i +5 -bl •thnr 05• 2353 -4 SFT - 003 -02-01 353-70 353 -71 353 -93 • • Test Name/Reuort Date ••• .TAS 108 MMoftar Set) ... PA 108 O • (Mortar Set) • • "' 'PA 102 Restoring Moment TAS 101 TAS 101 TAS 101 ASTM C 1167 Aug. 1994 July. 1994 June 1999 Aug. 1999 12/06/02 09/22/03 09/22/03 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this . ptance. 3.2 For mortar or adhesive set tile app cations, 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 TA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in •mpliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment appli ations may be installed perpendicular to the roof slope unless stated otherwise by the underla ment material manufacturers published literature. 3.6 This acceptance is for wood deck plications. Minimum deck requirements shall be in compliance with applicable building c • de. 4. INSTALLATION 4.1 Santafe 'S' and its components sh be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Santafe 'S' Table 1: Average Weigh i (W) and Dimensions (I x w ) The Profile Weight- (Ibf) I Length -I (ft) Width -w (ft) 6. 1.5 0.958 Santafe 'S' Tile Profile Table 2: Aerodyne is Multiplyers —). ft3) ). (ft) Bane Application 0.274 (ft3) Direct Deck 0.297 NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 • • •• •• • • • • • • • • • ••• • • • • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • ••• Table 3: Restorin • 41'22" •• -- •• Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On S stems • • Santafe 'S' • Direct Deck One #8 Screw Two #8 Screws One #8 Screw w/ Cli Santafe 'S' 29.16 38.28 57.31 57.60 Battens N/A N/A N/A N/A 61.77 Table 5: Attachment Resistance Expressed as a Moment M1 (ft-Ibf) for Two Pa Adhesive Set stems Tile Profile Tile Application Minimum Attachment Resistance 38.9 28.54 Tile Bond Popro AH 2 See manufactures component approval for Installation eq l ements.60'm 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 prams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf for Single Patty Adhesive Set Systems Tile Tile Application Profile Santafe 'S' Polyfoam Polypro AH 160TM 5 Paddy placement of 63 grams of Polypro AH 160m. Polyfoam Polypro AH 16OTM 6 Paddy placement of 24 grams of Polypro AH 160w. Minimum Attachment Resistance 63.8° 61.95 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set Systems The Application Mortar Set Tile Profile Santafe 'S' Attachment Resistance 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(02106 Page 4 of 5 • • ••. • • • ••. .. •. • • • •• .• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • . •• • • • • .•. • 6. BUILDING PERMIT Q • • •' • • • •' • •' • �yUI �ir it s' • • • •' • 6.1 Application for building permit V11 jig acco • • od'by copies o'the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required b% the $uildipg Q'cial or applicable building code in order to properly evaluate4e i sit ll$tipn bf:14sysroan. • • • • • • •.. •• PROFILE DRAWING "SANTAFp S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 5 of 5 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • • • • • • • • • • • • • • • • • • • • •. • • • •• •• . • • • • • • • ••• • • • • • • • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • • • • • • • • • • • • • • • M EWRO -DADE FLAGLER BUILDING • •; • • • ; : 140: VI :S �'FJAGLER STREET, SUITE 1603 • • • • • • • • • • MIAMI, FLORIDA 33130 -1563 • •• "' • • (3e5) 375 -2901 FAX (305) 375 -2908 • • • • • • • • •• ••• •• • • • .. • • • • • ... .. 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 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. 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 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: Polypro® AH160 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 No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: • • •. .. • • • • • • • • .• • • •••• Roofing • • • • • .. • Roof tile adhesive • • • Polyurethane •.. . • • • • • • • • • •. • • • ••. • • • • • •• •• •• • • • • • • • • • • • • • • ••• • • •••• • • • • • • .•. • • • .. • .. • • • • • •.•• • • .• • • • •• ••• •• • • • . This approves Polypro® AH160 as manufactured by i'ojylbaa�p ,ncj1 � I & as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro ID AH160 N/A N/A N/A Foampro® RTF1000 ProPack ®30 & 100 Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft' 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. • •• • • • • • • • • • •••• • • Test Idetfig; • #94 -060 257818 -1PA 25- 7438-,3• • 25- 7438 -4 25- 7438 -16 25 -7492 NB -589 -631 • • • • ••• 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 •• • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • •. • • •• • • • • • • • • :Test I*ame/jtepgtt TAS 101 TAS 101 • • • ,i`$•T1�.1'1 -9�• • • • • •• • • • • • • SS•T15•1•1 -95 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro their tile assemblies shall test in accordance with TAS 101. AH160 roof tile adhesive with 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F` `•t2, F'= MS w NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • ..• • • • •.• • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ..• • • • • • • •. • INSTALLATION: . . . . . .. 1. Polypro® AH160 may be used with any rtoi;tileAssembjy 'ping a ;c r$tft.NOA that lists uplift resistance values with the use of Polypro c ^16O. ; .. ..° • . • 'se 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The r000f the isse bjy's•.dhesive attachment with the use of Polypro AH160 shall provide suf%cie ;t $tticlgnvnCr istalige, expressed as an uplift based system, to meet or exceed the uplift resispntetlejetsn til ijl compliance with Miami -Dade County Roofing Application Standards RAS '27. ''lie a$hes!ivv attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • Rainy 1: tianesive riacement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • •• • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 1• SIKCLg FATTY. • • •• • .• • • • • • • • • • • • • • • • • • • • • • •••• 1) Place enough adhesive to achieve 11 to 23 Optional 2141f" square Inches in contact with the pan file \ sfBBP pflch aPPeeations 2) Tum covers upsidedewn. Place adhesive 112 In. To 1 hi. From outside edge et cover tile. Then install the tile. Undlertayment i Nail through plastic Bement top portion of the eave course coverelo. Abut to second course of pan tees. Ensure eave end of pan and cover tiles are flush at eave line. Fave closure (mortar shown) Sheathing Optional Pohd-up Mortar on longamileal edges of fee Weephole fascia B NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DITAIL•2 • • Src�E :ArIT • • . • • • •• • • • • • • • • • • • • • • • • • • • • •• ••• • • • •• • • • •• ••• •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• ADHESIVE PJ ACEMENT DETAIL 3 DotIBCI';PATTY • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• ••• • • • Nag through plastic cement Paddy (between tile) Paddy (under tile) in. x 31n. Single paddy on under - iayment _ Single paddy under file Single paddy on top of tile 41%* /aEave course • 2 in. X 7 in. medium size paddy eave Fascia course only Ball dil4oh east F�mm�nt • • • • •• yr• • • • • • • Single paddy under tile Single paddy between tile 2In. x7 in. medium size paddy eave course only Sin. x 3 in. 4 in. ■ Single paddy on under. layment Single paddy on top of tile Eve Course Fascia Weephole Eave closure Ddp edge Nail through plastic cement Single paddy under tile Single paddy between tile L3 S�z ter 3 In. x 31n. Single paddy on underlayment 4 in. Single paddy on top of tile Eave Course Eave Closure 21n. x 7 in. medium cssiize paddy save course only Fas END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 151 Inspection Number: INSP-46264 Permit Number: RF -4 -07 -744 Inspection Date: 07/26/2007 Inspector: Grande, Claudio Owner: Job Address: LAVENDIER, MARTHA 344 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number 786 -473 -9539 Parcel Number 1132060135140 Lot: Phone: 305 -688 -9550 Building Department Comments RE ROOF EXISTING FLAT Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. JUL 2 6 2001 Inspector Comments MV Wednesday, July 25, 2007 Page 2 of 2 ROM Lab Report No. N07- 070365 tmg Building Solutions For The Construction Industry ineering & suiting, Inc. 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 C.A. #: 26095 Certificate: 02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS :: 344 NE 102 St. Miami Shores OWNER: Weaver CONTRACTOR: Oroni Construction, Inc. TILE TYPE: Altusa ATTACHMENT.: Polyfoam Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: 06-2382 ROOFING SQUARES: 8 ROOF PITCH :: 5:12 INSPECTORS INITIALS: JP /AA TEST DATE: 7/23/07 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -10 Passed 11 -16 Passed THIS ROOF HAS: PASSED IIX FAILEDI—I THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106 Revie 729.07 Marlin Brinson, P.E. Lic. No. 60749 Voice: 305- 256 -4550 "ROOF SKETCH" Floridatec.net Fax: 1- 866- 333 -6988 • :• •. •.. • P`b i 13 • •• • •.• • - 0 • • • ••• • • • • • ••• • FORM 600C -04 FLORIDA EN ERGY EFFICIENCY CODE FOR BUILDING CONSTRU TION� • • . • • • • Residential Limited Applications Prescriptive Method C • • • • • • • SOUTH•7 8.9 • • • • •• Small Additions, Renovations & Building Systems • • • • • • • • • • • • • •• • • • . • • • Compliance with Method C of Sub - Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C -04 for additions of 100 square feet or less site- installed components oi• • • manufactured homes, and renovations to single- and multiple - family residences. Alternative methods are provided for additions by use of Form 6008 -04 or 600A -04. PROJECT NAME: ADDRESS: 14e PV41 V( t•N • BUILDER: dZ • PERMITTING OFFICE: •AND CLIMII'�• • •" • • • �'�. �!-• ZONE: .7 I`b 8� j • • • 9 • •• • i • • • . PA !/� tY1 �' S OWNER: f /1A1 PERMIT NO.: ■■■■ JURISDfCTION iiO1 ' : • • SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements In Tables 6C -1, 6C -2, and 6C -3 apply only to the components of the addition, not to the existng building. Space heating, cooling, and water heating equipment eff ciency levels must be met only when equipment Is installed specifically to serve the addition or is being installed In conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed va ue of the building). Prescriptive requirements In Tables 6C -i and 6C -2 Apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system Is installed. - 1. Renovation, Addition, New System or Manufactured Home 2. Single - family detached or Multiple - family attached 3. If Multiple- family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* ( Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Backflow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot water system: (Types: elec., natural gas, other, existing, none) * Pertains to manufactured homes with site- installed components. Please Print 1. 0A l i crier► 2. $11% 3. 4. .2.dr®. 5. 1.) Single Pane Double Pane 6a. sq. ft. sq. ft. 6b. � sq. ft. sq. ft. 7. (► 8a 8b. 8c. 8d. 8e. R= R= R= R= R= lin. ft. sq. ft. sq. ft. sq. ft. sq. ft. 9a -1 R = ' so sq. ft. 9a -2 R = sq. ft. R= II 114s sq.ft. R = sq.ft. 9b-1 9b-2 9c. 10a. R = '!j 49 Z 1 CP sq. ft. 10b. R = sq. ft. 11. Type: _4. �4'j'It t4fG SEER/EER: 12. Type: HSPF /COP /AFUE 13a. 13b. 14. Type: EF: CK _IG J b�. I hereby certify that the plans and specifica vered by the calculation are In compliance with the Florida Energy - PREPARED BY: DATE 1'2 . I hereby certify that f is In co A OWNER AGENT Florida Energy Code: DATE p/dp Review of plans and specifications covered by this calculation Indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in 4cordance with Section 553.908, F.S. BUILDING OFFICIAL: COATE: FLORIDA BUILDING CODE - BUILDING 13 -D.37 • APPENDIX 13 -D • • • ••• • • •• • • • • • •• • •. ";' • • • • • • • • • • • • • • • • • • • • ••• • • • • Climate Zones 7, 8, 9 TABLE 6C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOIRTIONS TO EXISTNG BUIDLINGS AND SITE- INSTALI40 COMMENTS OF MANUFACTURED HOMES COMPONENT MINIMUM INSULATION INSULATION INSTALLED . �$AI D • . • E • • • • • • • • SEER = Concrete Block R -5 •• ••• • • • • • • • •H�PF�= • HSPF = SPACE HEATING Frame, 2' x 4' R -11 AFUE = I1•' AL Frame, 2' x 6' R -19 EF = .92 EF = .59 EF = .54 EF = EF = Common, Frame R -11 _ _ _ __ Type IC rated with no penetrations (two alternatives allowed). Common, Masonry R -3 OH -SHGC CEILINGS Under Attic R -30 31 Single Assembly: Enclosed 1' -.87 0' -.75 Frame R -19 1' -.78 0' -.61 Metal Pans R -13 _ __ _ Single Assembly; Open Common, Frame R -10 R -11 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 _ __ _ __ - wir Slab -on -grade No Minimum Insulation is required for hot water circulating systems (including heat recovery units). 0 Raised Wood R -11 Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. 2, LL Raised Concrete Common, Frame R -5 R -11 __ V v In unconditioned space R -6 _ ([_____ E In conditioned space No minimum TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY COOLING • ' EQUIPMENT •E • Central A/C - Split - Single Pkg. Room unit or PTAC 1 • • fAMIMU N Y • • SEER = 10.0 SEER = 9.7 Vil `84' • • •• • ••.......... • • • • ANY • • • !ISPF•= 61B HSPF = 6.6 COP = 2.7' AFUE = .78 AFUE = .78 . �$AI D • . • E • • • • • • • • SEER = SEER = EER = •• ••• • • • • • • • •H�PF�= • HSPF = SPACE HEATING Electric Resistance Heat pump - Split • - Single Pkg. Room unit or PTHP Gas; natural or propane Fuel Oil HSPF/ COP = AFUE = I1•' AFUE = _Electric HOT WATER Resistance Gas; natural or LP Fuel Oil EF = .92 EF = .59 EF = .54 EF = EF = EF = Single See Table 13- 607.1.ABC.3.2 and 13- 608.1.ABC.3.2 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient. Maximum % Installed % = ?/s GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED SECTION REQUIREMENTS UP TO 20% UP TO 30% UP TO 40% UP TO 50% l// Exterior Windows & Doors 606.1 Single Double Single Double Single Double Single Double Type IC rated with no penetrations (two alternatives allowed). OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC 1' -.87 0' -.75 0' -.78 2' -.87 1' -.75 0' -.57 1' -.78 0' -.61 3' -.87 2' -.75 1'- .57 0' -.39 2' -.78 1' -.61 0'- .44 4' -.87 3' -.75 2'- .57 1' -.39 0' -.30 3' 2' 1' 0' -.78 -.61 -.44 -.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. •• • •• • • • • • • • TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather - stripped or otherwise sealed. l// Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). ✓ Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. Extemal or built -in heat trap required for vertical pipe risers. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. V HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C -1 indicate the R -value of the insulation being added to eacll,component and the efficiency levels of the equipment installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of all nonvertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the penent. Find the largest glass percentage under which your calculated percentage falls on Table 6C -2. Prescriptives are given by the type of glass (single or double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table 6C -2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the lace of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2 -foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane clear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5, Complete the information requested on the top half of page 1. 6 Read °Minimum Requirements for Small Additions and Renovations; Table 6C -3. and check all applicable items. 7. Read, sign and date the °Owner /Agent° certification statement on page 1. 13 -D.38 FLORIDA BUILDING CODE - BUILDING SEVER DESI'd'i:.i A R C HI T E C •••S• August 15, 2006 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 • ... • .. • •. • •. • • • .. • • •• •.•. ...▪ • . • • • •..• •. • • . . . . . • 0 • 0 • 0 . . 0 • 0 . . . ... 0041 . ..... � JJ • • Weaver Residence - New Family Room and Garage Additi 344 NE 102nd Street - Permit # RC -06 -1518 Dear Building Official, Please be advised that based on rational analysis, the existing structure has the required capacity to carry the additional new structural load that will be imposed on the exisitng structure from the new addition. The additional new load will be a concentrated load imposed at one location where a new wood beam carries a small portion of the new roof load and anchored to the existing concrete beam. The remaining structural loads from the new addition will be totally separate and isolated from the existing residence. Thank you. Mark Sever - Architect Sever Design 5580 N.E. 28TH AVENUE FT. LAUDERDALE, FL 33308 (954) 489 -1045 FAX (954) 489 -0822 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS • ••• • •'. •. • • ' j' TESTING LABORATORIES :•: • • • • DRILLING SERVICES • 0 • INSPECTION SERVICES ROOFING DYNATECH ENGIN3 E RING • Miami, September 14, 2006 Mrs. Carina Moretta ORONI CONSTRUCTION 14040 NW 6th Court North Miami, FL 33168 Re: Proposed Addition 344 NE 102nd Street �' , Miami Shores, FL. �SEP TR:0 Dear Mrs. Moretta: • • .. • . • .. • • • • • • • • • -• • S-- -• • • •• ••• • • • •••. • • • • •• • CITY COPY Pursuant to your request, DYNATECH ENGINEERING CORP. D.E.C. completed a Preliminary Subsoil Investigation on September 14, 2006 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed A total of (2) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 15' below existing ground surface. The following graph was developed as a general condition for the subject site: (Refer to field boring log§ for exact locations and soil description): Depth From To 0' -0" 0' -6" 0' -6" 1' -6" 1' -6" 2' -0" 2' -0" 5' -6" 5' -6" 13' -0" 13' -0" 15' -0" Description Topsoil and grass Brown sand Gray fme sand Brown fme sand w /roots Tan medium sand w /rock fragments Tan medium sand w /rock traces Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 6' -0" 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 Page No. 2 344 N.E. 102nd Street, Miami Shores, FL. • • ••• • • • ••• •. • • • • •. .• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • •• .. •• • .. • • • • Based on our understanding of the proposed structure encl•eur fiekb boring logs,'the following are our recommendations for foundations design. •• • • • • •. •.. •• • . . . . . . . • 1) Alternative I: Shallow Foundation System with i3E itliiolf tir 's ana:slabs: •• :. • • • ••• • . A- Excavate the entire building construction areas plus 5 feet outside perimeter of all topsoil and black sand w /organics down to clean granular material whenever encountered (extending from 3' to 5' below existing ground surface). B- Compact all construction areas with a heavy self propelled vibratory roller to a minimum of 95% of ASHO T -180C 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. 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). No particle size shall be greater than 3 inches. 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 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 3000 P.S.F. 2 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• Page No. 3 344 N.E. 102nd Street, Miami Shores, FL. • • • • • • • • • • • • • • • • • •••• .. .. . .. • • • • • • 2) Altemative II: Shallow Foundation System with• structural slab: • • • • • A- Excavate the footing areas only and dispose of tie ship.* tadNvittt ttgabics wherever encountered. (an average depth of 3' and extending to 5' below }ap d'•s rfgcg� . • ; •• • • • • • ••• •• B- Backfill footings areas to required elevation using clean granular material placed in lifts not to exceed 12" in thickness and recompact to a minimum of 95% of ASHO T -180C. Due to elevated water table levels, crushed clean gravel will be required to avoid dewatering below water level. C- 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. D- 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). Clean gravel must be used below the water table if dewatering is not provided. E- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. F- All slabs shall be designed as structural slabs to avoid settlements. G- 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. 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. 3 Page No. 4 344 N.E. 102nd Street, Miami Shores, FL. . ••• • • • • • • • • • .. • • • • • • • • • • • • ••• • • • • • • • • • • . • • .. • • • • • ▪ • • • • • • • • • .• • • • • • • • .. • • .. • • • • • •• • • • •• •.. .. • • • • . • • • .. .. • ......S • Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP., does not guarantee any subsoil conditions between the bore test holes. In accepting this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Site contractor must familiarize himself with site conditions prior to bidding. 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 geotechnical 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 Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk 4 DYNATECH • • .... • • • • • • • ••• • • • ••• • • • ... •. •. ENGINEERING CORP. • • • 75t•WEST 84TH STREET HIALEAH, FL 33014 • • 20.5).S2•8-7499 TEST BORING RtIPPOitT • • • • • CLIENT : ORONI CONSTRUCTION PROJECT : Proposed Additions @ ADDRESS : 344 N.E. 102nd Street, Miami Shores, FL. LOCATION : See attached plan DEP, SC11TION OF MATERIAL •.•• • • • •• ••.. • •' bA't' 9 -13 -06 HOLE NO.: B -1 • • • • • DLLER: AS & LD •• •. • • • • • • • • • ••• •• AlVir 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' -6" 0' -6" to 1' -6" 1' -6" to 2' -0" 2' -0" to 5' -6" TOPSOIL AND MULCH DARK BROWN FINE SAND GRAYISH FINE SAND DARK BROWN FINE SAND W/ROOT TRACES 5' -6" to 13' -0" TAN MEDIUM SAND W/ROCK FRAGMENTS 13' -0" to 15' -0" TAN MEDIUM SAND W/ROCK TRACES 2 Hand H 4 Hand H 6 3 2 2 8 4 8 9 6 6 7 12 10 8 8 10 8 18 12 9 6 7 8 13 14 8 9 9 10 18 16 11 8 18 20 22 24 26 28 30 32 34 36 38 Water Level: 6' 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 otsttatement conclusions or extracts front or regarding our reports is reserved pending on our written approval.. H.A.: HAND AUGER A: AUGER; R: REFUSAL. 5 DYNATECH • • ..•.... ••• :•.•: • :: 'N(I TEERING CORP. • Z : so: . . . • • ••• • • • 756:WEST 84TH STREET • HIALEAH, FL 33014 • (3105) 838 -7499 ▪ .•• TEST BORING tt$P(?RRT •. CLIENT : ORONI CONSTRUCTION PROJECT : Proposed Additions @ ADDRESS : 344 N.E. 102nd Street, Miami Shores, FL. • • • • • • • • • .. . ..• LOCATION : See attached plan RIALS' • • • • bA'�7 9 -13-06 HOLE NO.: B -2 • • • • DVILLER: 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' -6" 0' -6" to 1' -0" 1' -0" to 3' -0" 3' -0" to 5' -0" TOPSOIL AND GRASS DARK BROWN FINE SAND GRAYISH FINE SAND DARK BROWN FINE SAND W/ROOT TRACES 5' -0" to 13' -0" TAN MEDIUM SAND W/ROCK FRAGMENTS 13' -0" to 15' -0" TAN MEDIUM SAND W/ROCK TRACES Hand H 4 Hand H 6 3 2 4 8 6 8 9 11 10 12 21 10 8 9 7 7 16 12 6 8 7 8 15 14 9 8 6 6 14 16 9 9 18 20 22 24 26 28 30 32 34 36 38 Water Level: -6' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as theconfdentialproperty of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on-our written approval.. HA: HAND AUGER; A: AUGER; R; REFUSAL. 6 I • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• • • • • • • • • • • • • North East, 102 Stye& .• • • • • • • • •• ••• • • • •• • • • •• ••. •• • • • • •• • • • • • ••• •• Ailey Dynatech Engineering Corp.. Client: ORONI CONSTRUCTION Mrs. Carina -Nloretta Scale: N.T.S. Project: Proposed Addition @ 344 NE 102 Street, Miami Shores, fl. Date: -09 -15 -06 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• ••• • • • •• • • • •• ••• •• •. • • • • • • • • •• • • • • • ••• •• f APPENDfX • • • ••• • • • • ••• • •• •• • • • • • • •• •• • • • GENERA-La:a • •:. •.• .•cons%iQrBd. �rgl;K;inai•y' with further bot'i erty' shtri ld ;.� • • . • • . . SOIL i70rina5 On unmarked vacant Srtf slaked outs•• :•• ••• ••• •5• (s) to he drilled after building pad ( i Soil borings on existing structures_ that are to he �enoliiha�l S�.tio�lld: b:; onsidered preliminary t� elattu1d as- been demolished minrind t t�te•s�:t- � ,. • -. - - ,. ,_.... , nl•borings would...need .to..bc..performed_aft rS. • .adCllt[On •• • • • • • ••• •• proposed new building staked out, • clients, the public and ourselves, ail reports are submitted ios As a mutual protection to clt � publication of sttitternents, confidential properh' of clients, and authorization fo� c our written approval. extracts from or regarding our reports is reserved Pen in,, ' ICEY CLA,SSIFICA. TION 8.: S)/.1\11BOI.JS Sands Silts ,,Ct Clays Correlation of Penetration Resistance With Retatiye Density and Consistency Standard Relative Penetration R Re a Density , blows/ft Cone Penetration Tests kelcm = 0 -16 17 -40 41 —S0 81 —120 Over 120 0 -3 4 —9 10- 7 18 -31 32 —60 Over.60 Soft Medium Iv1-aderate Hard Hard very Hard 0 —4 Very loose 5- 10 Loose 11 -20 Firm firm 2t -30 Dense ense 0 -2 Very loose 3 —4 Soft 5 -8 Firm 9 —15 Stiff 16 -30 Very Stiff 31— 50 Hard Particle to Size Boulders Cobble Gravel Sand Silt Clay Modifiers 5 % -10% 10% - 30% 30 %u - 50% 0 -5% 6 -10u /u 11— 20% 21 _35% 35 %-Anct Rock Hardness Desert lion Rock core crumbles when handled. Can break core with your hands. tiers, Thin edges- _or rock core can be brokemyyith find stirs Thin edges of rock core cannot � hammert(c�erts) Rock core rings when struck y, >12in. 3 to 1 In, 4.76mmto3in. 0.07 mm to 4.76 mm' 0.00:mmto0.074mm < 0.005 mm Slightly silty or Clayey Silty or Clayey Clayey silty or Very Slightly Trace Trace . Little Some RICE BUILDING JAY WEA BUILDING ST 344 NE 102ND STREET (Inclu lir g Apt, Unit, Suite, and/or Bidg.V) OR 13.0RG4ItE AN1543bk•Igc. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FF.00D•INEVRANcE P�20GRAIN • • ELEVAila C RT�FI 74�'E: Important: Read the instructions on pages 1 i.• O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: •i • • • • •�• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • Policy Number Company NAIC Number CITY STATE MIAMI •66 : : 0 • -0:I :•. •.• PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number al j)eecriptjpP, esc?) • • L7 BL 38 AN AMENDED PLAT OF MIAMI SHORES SEC. Kai 1100.13AI E: • .. • BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL ZIP CODE LATITUDE/LONGITUDE (OPTIONAL) ( ##° - #!# - ##.##' or ##. P) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER MIAMI 120652 B2 COUNTY NAME DADE B3. STATE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE :. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 7/17/95 3/2/94 X N/A' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9:./ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System CBRS area or Otherwise Protected Area OPA ? ❑ Yes ® No Desi. nation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the budding is complete. C2. Budding Diagram Numberl (Select the budding 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.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. tithe datum is ddferent 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 N/A Elevation reference mark used DADE BM Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (induding basement or endosure) 12. 3 ft(m) o b) Top of next higher floor NIA . _ft(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA . _ft(m) o d) Attached garage (top of slab) 9. 6 t(m) o e) Lowest elevation of machinery and/or equipment servidng the building (Describe in a Comments area) 9.7 ft(m) o f) Lowest adjacent (finished) grade (LAG) 9.5 t(m) o g) Ftighest adjacent (finished) grade (HAG) 9. 5A(61) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade IJ/A o) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) Ta- w mm OD LE g mm E zco N 0 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that an false statement ma be , unishable b fine or im . risonment under 18 U.S. Code, Section 1001. UCENSE NUMBER LS. NO. 3277 CERTIFIERS NAME ROBERT T. BOGLE TITLE REGISTERED LAND SURVEYOR ADDRESS 7080 TAFT STREET SIGNATURE kAivia 40kAAA-%._ FEMA Form 81 -31, January 2003 COMPANY NAME RT. BOGLE & ASSOCIATES, INC. CITY STATE HOLLYWOOD FLORIDA ZIP CODE 33024 DATE 3115106 TELEPHONE (954) 9618008 See reverse side for continuation. Replaces all previous editions IMPORT'ANT: 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 B0)CRIO. • • • 344 NE 102ND STREET • • • • ' • STATE: • ▪ • • • Ft. ••• • • • CITY MIAMI • For Insurance Company Use: ••• • • Porky Number • ZIP CODE • • • •• Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community (add (2) insntar�e unt/c* mp�ny ark i bugldir:j or s.% • COMMENTS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (StAftVgY tot REQVIIEF0R2ONE AO AND ZONE A (WITHOUT BFE) For Zone A0 and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Section C must be completed. E1. 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 endosure) of the building is _ ft(m) _in.(cm) ❑ above or ❑ 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 _ ft(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone A0 only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, andEarecorrectto ire best of my knowledge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E fora building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (inducting basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft(m) _. _ft(m) Datum: Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE • TELEPHONE DATE ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions No: 1 l (D— 0 0 Comm. No. project: .LEU) F IILf flgf 6IVA P€ 4+ OE 102. Sr Mditi Naglown la Ali`' 01: 2006 Ail B Y: • Drown by: Checked by: Sheet: 1 U,L-• of 1. • .: •:• •• • :. IUe�'OR • • • " "L' U'L 0 • . •• • ••• • • • it • .. • •.. • .. • • • • • • • • • • • • .. • • • •• • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• •• Engineering D e s i g n i / ®.33' ? /7' 4 , /050' 2.0 /.2.544- Lee Street Hollywood. Fl. 33024 P. E. 0047427 Dote: • Project: Comm, No. co DES t.t DS Drown by: "" 'VICTOR . . • . . •.. .• • Checked by • • • • • • • .1 L 0 • • . . . . . • ....... ... Sheet: 2.. of P.E. • .. • ... • •• • • •• • • • •• • • • •• . • • • • • • • • • • • • • • • • • • • • • • • • • Lc (16 P)La6i ce) cliD W tiub = L4-(a tcPO so Ritz C T 4d (L c' •iC 4-SC E S Llue t.o 4 D _ 30 0 $ F ` FA. LORb 5 g4C+3N15)4 -r%LE. = 21, nLyW Or..,b .2b.1) WO01 'MOSS = 3.3 l IOW 1.4110 aay W411 or- PI , Fir , • 34-,30 1P tOrl L = 4- -3a P5 F .. • • • .. ... .. • • • • • • •• .. • ....... Engineering D e s i g n 6390 Lee Street Hollywood, Fl. 3024 P. t» 0047427 • .Dott: Project: Comm. No. Drown by: "' ' 11TOR .... • .▪ ..... Checked b • • • • • ' • • IA la 0 Sheet: of • .. • ••• . . .• • • . .• • • . • •• • • . • .. .. • •tU�een.% �� tt9a�v0 e ilk I3 ",p, •, • I... • ••• •• . 3Dtt+� • • • tt__ •• •6 • ,• • • ... •. • • II - °� V ss A- ,= 4-4 . (o f4 5g k, ' . ss- A•2 . 3'i. 34 SF 2• ovea.tlA 146 = 4.0 '-)P 3 • LtiitvU)u) % ® *: 23.19 5g • 11 G,iS, —4 -A_ ZO.SF• 4: Q4.a5F off_ = 24,0 5f° = 0,0 9g 14.= G,, z Fr 01. = 6.a 1P1: &t 6.o FT Engineering D e s i g n 6390 Lee Street Hollywood. A. 3.3024 P. E. 0047427 • pate: Project: Comm. No. Drown by: cieciv S 445 /4140g. t Checked by Sheet: 4- of •VI TOR • .. • ... • .. • • • • • • • • • .. • . • . • . . • • .. • • • • • • • • • • • . . . . 0 • • . . . • .. • • • .. ... .. • • • • • • .. • • • • • ... .. 7/..5-..0 x 2, 0) a- (3.42) d''7/ 4- (9.41-x20) 47, I 34(3 2e/ ben 112 S^ lb Oka H 812..iLd Q2= k 2.0) f 0,4 ;(24 a'7,t .f. sok219¢1L 1200. < 1b5 Engineering do D e s i g n 6390 Lee St eet Haywood. fl. 3024 P. E. 0047417 Comm. No. deck weez X41 Drown by Checked by Sheet: of . •.. . • •.. �� • • . • • • ...... ... . • •. {ice 50OT6}rn p4 2 G�LZDO �� i A-= L 1, °'7 4411- fte.ti4i 4— P = a, Lb/ • .. • •.. • •• • • • • • • • . • • • •• ' • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • •• • • • •• ••• . •• • • • . • • • • • • ••• •• • --- io3V PS' (1 /6 Sic 5704 : 4-4/6. r 6 IH� 44i10i /c. L2- Cza_P54' Engineering C21.7;9) D e s i g n 4-6 .:..off ps1I ,fedY2 vow ?- L am. 1) 2+ 2'- ?Ct 4i' DaI4. � = 4 In. FT-( ' v 51 d , . f . p / ^ av 6390 Lee Street Hollywood, FL 33024 P. E. 0047427 ' ' Dote: Comm. No. Drown by: F: • • .•. • . • .:vi 'roR • Project: Checked by • • • • • •• • t • • Sheet: of P.E. COW). At)"/ 4 pt 160602 (e +210)0-(4 O) 1'21Z= 3100.-1-242 z L05:07- PLF �S2QiSt4 = eiG7,OP (but, I4* t I.7 L a 1:4<toCa. OAS) ar '" tte(DiVe•= 1W lea v. 1.021e (1110j pz F bd? S x 32. sue. 0.10 12.00v z oov F 4.70 24 40 5:4 = D'.2'"Engineering • •• • • • •• ... ... ••• • • • •••• ,. .• •• ••••• ...., .. • R.••• • •. • • • • • • • • . , • • •• vv x. 1.1 ('t)) ACk Vv= 27, 66t. o.trr'(z) 3c c) (i(32.5") = 94-14->0. cis Ole-, dsis = 3 S72. 174M1' .50-6-c( ivs troct6 fiv 41,01 do D e s i g n ►�_ 4 -15 o•� (6000 (32.f} Ito /4660 I6 -4;A, 10I F -v. r (14 6390 Lee StCeet Hollywood, Fl. 33024 P. E. 0047427 ,Dote: Comm. No. Project: Drawn by: ... . . TOR • Checked by. ••• • • •••• Sheet: 7 of L0 • •• • ••• • •• • • • • • • • • • • • •• • • • • •. • • • • •• • •• • • • . • • • . • • • • • • • • .. . . . • . • • • CkG� ill Q2 o op.uee /-1,91.0/0/2y 2 / • • j g.0 too 5q.3 Ps•' Cu> /A4 cal!c's) We/0 z5-1•30 •a = 4,4.e.FT :4b �r2orr, /r N9TiokA/ cotvc. ,i,9soN12ay /PAO & . 097-- /J ", .5 6-- f 1. PIKef rr • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• 4-e l/ D.c. ct ,1c1 ern = isooP, /' flt (f2osr stI'%( // ► 7) _ �¢y3. ,rrr►6 �� t.3"4 q 2, , fir) /b Engineering D e s i g n 6390 Lee Street Hollywood, Fl. 3J024 P. E. 0047417 VICTOR MARINO LULO, P.E. 6390 LEE ST. HOLLYWOOD, FL 33024 (305)96h16.. :• .: Copyright 2000 by Tondelli Engineering, P.A. Tampa, :F441a CUSTOMER : SEVER DESIGN JOB NUMBER : (20601 ) DESCRIPTION : NEW GARAGE * * * 344 NE 102 AVE. MIAMII AND RAMILY ROOM DESIGN WIND LOADS * ** COMPONENTS AND WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt 1.00 ROOF SLOPE = 6.00 : 12 TRIBUTARY AREA = 9.5 FT2 MEAN ROOF HEIGHT = 14.6 FT DISTANCE, Z = 6.5 FT (26.56 DEG) -MASONRY • • ••• • • • • ••• • • • • ••• ;? .'..•• DiT :" 14•111318 • • •• • . • • • • • • •• • . . . •• •••• •••• • •••• • •••• • • • • - • • - ASCE 7 -98 * ** CLADDING * ** 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 = gh [ (GCp) - (GCpi) ] GCpi = ± 0.18 • BUILDING WIDTH = 18.3 FT CORNER DISTANCE, a = 3.0 FT VICTOR MARINO LULO, P.E. 6390 LEE ST. HOLLYWOOD, FL 33024 (305)9M10§6 ••• :• •: • :• Copyright 2000 by Tondelli Engineering, P.A. Ta44, ?1ba:iaa• : : • • ... • • • • ... CUSTOMER : SEVER DESIGN JOB NUMBER : (20601 ) 344 NE 102 AVE. MIAMII DESCRIPTION : NEW GARAGE AND RAMILY ROOM -DOOR 005 WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS * * * 146 MPH C 2 1.00 1.00 • • • •. • • - ASCE 7 -98 * ** COMPONENTS AND CLADDING 6.00 : 12 (26.56 DEG) 80.0 FT2 14.6 FT 4.0 FT Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.841 0.841 GCp (-) -0.941 -1.081 PRESSURE (psf) 47.3 47.3 SUCTION (psf) -51.9 -58.4 a 4 b * * * • • • • • • • •. .. • • •• • • .. DATE .y.1/1.7/06 • .. • • • .. ... .. • ... 0.0 • .. • • • •• • • • • • ... .. qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 • • BUILDING WIDTH = 18.3 FT CORNER DISTANCE, a = 3.0 FT VICTOR MARINO LULO, P.E. 6390 LEE ST. HOLLYWOOD, FL 33024 (305) 986 $ d$ 6•.• Copyright 2000 by Tondelli Engineering, P.A. T4mp4, �• •� • • •••••.. • CUSTOMER : SEVER DESIGN JOB NUMBER : (20601 ) 344 NE 102 AVE. MIAMII DESCRIPTION : NEW GARAGE AND RAMILY ROOM -DOOR 003 WIND VELOCITY EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt = ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS * ** COMPONENTS AND 146 MPH C 2 1.00 1.00 = 6.00 : 12 = 24.0 FT2 = 14.6 FT = 6.0 FT (26.56 DEG) - ASCE 7 -98 CLADDING Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp (-1•) 0.933 0.933 GCp ( -) -1.033 -1.266 PRESSURE (psf) 51.6 51.6 SUCTION (psf) -56.2 -67.0 a 4 b * * * • jp • • ... U.. .. .. ▪ •••. * * * • .... • •• ••• •. • • •.•.. .. • • • • • • ... •.... qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 • • • .. BUILDING WIDTH = 18.3 FT CORNER DISTANCE, a = 3.0 FT VICTOR MARINO LULO, P.E. I1 6390 LEE ST. HOLLYWOOD, FL 33024 (305) 9E.6=s.'.:. •: •••rl Copyright 2000 by Tondelli Engineering, P.A. T4434, '1p'ila CUSTOMER : SEVER DESIGN JOB NUMBER : (20601 ) 344 NE 102 AVE. MIAMII DESCRIPTION : NEW GARAGE AND RAMILY ROOM -DOOR 002 • • ... • • • • ... .'..'• :: • 1 /1d7. /0•e • • .. • • • .. • • • .. • • . . .. • .•.. • . . . . . . . ..•. • * ** 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 _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z 6.00 : 12 (26.56 DEG) 20.0 FT2 14.6 FT 6.0 FT Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.947 0.947 GCp ( -) -1.047 -1.294 PRESSURE (psf) 52.2 52.2 SUCTION (psf) -56.8 -68.3 a 4 b • .. • • • • .• • • .. • • • • • ... .. qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 • BUILDING WIDTH = 18.3 FT CORNER DISTANCE, a = 3.0 FT VICTOR MARINO LULO, P.E. 6390 LEE ST. HOLLYWOOD, FL 33024 (305) 9,$6 ;80;86.• T ;..; Copyright 2000 by Tondelli Engineering, P.A. dp$, :FJibd'a CUSTOMER : SEVER DESIGN JOB NUMBER : (20601 ) 344 NE 102 AVE. MIAMII DESCRIPTION : NEW GARAGE AND RAMILY ROOM - WINDOW #2 WIND VELOCITY EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt = ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z •••rl/ • • • ... . .. DAVE• . 1/17/.06 • .•. • • • • • • • • • •• • • • • • • • • • • • .• . • • • • • • • • •••• • • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * • ** • * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 = 6.00 : 12 = 23.2 FT2 = 14.6 FT = 6.8 FT (26.56 DEG) Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.935 0.935 GCp ( -) -1.035 -1.271 PRESSURE (psf) 51.7 51.7 SUCTION (psf) -56.3 -67.2 a 4 b •• • • • • • • • • • •• • ••• • •. • •• • • . . ... • • qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)j GCpi =t 0.18 BUILDING WIDTH = 18.3 FT CORNER DISTANCE, a = 3.0 FT VICTOR MARINO LULO, P.E. 6390 LEE ST. HOLLYWOOD, FL 33024 (305) 98.6:8061 ..• •E Copyright 2000 by Tondelli Engineering, P.A. Tamp, 'lp7;ila CUSTOMER : SEVER DESIGN JOB NUMBER : (20601 ) 344 NE 102 AVE. MIAMII --~. DA�PF 1/�.+7./P DESCRIPTION : NEW GARAGE AND RAMI LY ROOM - OVERHANG • • • •• • • • • • • •• • • • • • • •• • • • ▪ • •.▪ .• ...• •.•. • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** or) • • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = .. 0'0 •• • 6.00 : 12 (26.56 DEG) 4.0 FT2 14.6 FT 10.5 FT Kh = 0.849 Kz = 0.849 • • • • • • •• • • • • • ... .. qh = 46.3 PSF qz = 46.3 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.000 0.000 0.000 GCp ( -) -0.900 -2.200 -3.700 PRESSURE(psf) 8.3 8.3 8.3 VERT. COMP. 7.5 7.5 7.5 HORIZ. COMP. 3.7 3.7 3.7 SUCTION(psf) -50.0 -110.2 -179.7 VERT. COMP. -44.7 -98.6 -160.8 HORIZ. COMP. -22.4 -49.3 -80.4 a a a a 2 1 2 2 1 2 3 3 3 3 P = qh [ (GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 18.3 FT CORNER DISTANCE, a = 3.0 FT ▪ 7 111 VICTOR MARINO LULO, P.E. 1/ 6390 LEE ST. HOLLYWOOD, FL 33024 (305)986-806o • • • •j• • Copyright 2000 by Tondelli Engineering, P.A. Tafngag • • • • • • • • • • • ••• • • • • ••• CUSTOMER : SEVER DESIGN JOB NUMBER : (20601 ) 344 NE 102 AVE. MIAMII • •• DATI ;••1/17/06, DESCRIPTION : NEW GARAGE AND RAMILY ROOM - TRUSS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • * ** 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 = 6.00 : 12 (26.56 DEG) TRIBUTARY AREA = 37.3 FT2 MEAN ROOF HEIGHT = 14.6 FT DISTANCE, Z = 14.6 FT Kh = 0.849 Kz = 0.849 ••' • • • •• ••• •• • • • • • •• • • • • • ••• •• qh = 46.3 PSF qz = 46.3 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.386 0.386 0.386 GCp ( -) -0.843 -1.699 -1.699 PRESSURE(psf) 26.2 26.2 26.2 VERT. COMP. 23.4 23.4 23.4 HORIZ. COMP. 11.7 11.7 11.7 SUCTION(psf) -47.4 -87.1 -87.1 VERT. COMP. -42.4 -77.9 -77.9 HORIZ. COMP. -21.2 -38.9 -38.9 a a a a 2 1 2 2 1 2 3 3 3 3 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 18.3 FT CORNER DISTANCE, a = 3.0 FT • • ••• • • • ••• •. •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •.• • •• • •.• • •• FLEXURAL RESISTANCE OF REINFORCED CONCRETE MA90• • • • • • • -TABLE - • • • • •• • • • •• • • • • . • • • • • • • • • • • • 4 • CONSTRUCTION: Single -Wythe 8 -inch Hollow Loadbearing Concrete Block Depth (d) = 3.81 in. Allowable Steel Stress =.24,000 psi •• • • • ••• • ••" .• • .• •.• .. • . . • • • • • • • • • • • • • • ••• •• Bar Size Nos. Space, In. Resisting Moment in Flexure, M = in- lb /ft. of Wall Length f' 1000 psi f' 1500mpsi f' 2000 psi 3 3 4 3 4 4 3 5 4 6 5 6 4 7 5 3 6 7 8 6 7 5 8 9 8 4 7 9 6 9 8 7 5 9 8 6 9 7 8 9 40 32 48.. __ _ 24 40 32 _._.48 16 40 24 48 32' 40 16 48 24 8 32 40 48 24 32 16 40 48 32 8 24 40 16 32 24 16 8 24 16 8 16 8 8 8 2831 3495 ___4233 4641 5046 6253 6493 6891 7581 7783 8060 8214 8600 8995 8995 9088 9283 9283 9557 9863 10198 10270 10379 10436 10605 11155 11200 11200 11200 11506 11922 12087 12508 12614 12842 13369 13702 14085 14610 15353 15934 2862 3537 4289,. 4704 5118 6349 6595/ 7002.. 7812 8377 9180. 9660 10932 _ - 11701 11701 11831 12105 12105 12492 12126 13406 13510 13667 13748 13994. 147.95 14861' 14861 14861 15313• 15935 16182 16821 16981 17332 18152 18677 19288 20142 21381 22380 2882 3563 4324 4744 5162 6410 6659 7072 7894 8467 9282 9770 11063 12506 12506 12907 13704 13704 14893 _ _ 15549 16156 16288 16487 16592 16904 17.932 18017 18017 18017 18602 19409 19733 20572 20784 21249 22343 23051 23881 25055 26787 28213 f' 2500 psi 2895 3581 4348 4771 5194 6453 6704 _T12.1. 7951 8531 9354 9847 11155 12616 12616 13022 13829 13829 15033 - 16084 16734 16877 17091 17202 17540 18651 18742 18742 18742 19378 20259 20613 21535 21769 22282 23499 24291 25225 26556 28545 30208 f' 3000 psi 2905 3595 4792 5217 6485 6738 7,38 7995 8579 9409 9906 a 11226 12700 g 12700 13109 J., 1 39 13924 15140 16593 18359 18759 19154 19281 19669 20953 21060 m 21060 0 21060 21798 8 22822 ., 23236 q 24314 m° 24589 A 25193 26627 27565 28678 30273 32679 34715 4 131 ).)NCR t-., ASSOCIATIOA 1 10/18/08 15:18 FAX 3053726339 BLDG. CODE COMPLIANCE - _.,. 2.EC(.5,157E7kr/a7'1 OCT 2 4 2006 h BUILDING CODE COMPLIANCE OmcE (BCCO) B Y , PRODUCT CONTROL DIIVISION • NOTICE OF ACANCE (NOA Alpine Overhead Doors, Inc. S Hulse Road East Set auket, NY 11'33 Scope. This NOA is being issued under the applicable Hiles and regulations materials. The doonneutation submitted has been reviewed by Miami -Dade accepted by the Board Of Rules and Appeals (BORA) to be used in Mann Dade allowed by the Authority Having Jurisdiction (AHD. This NOA shall not 1 e valid after the expiration date stated below. The Miaml -Dade County Division (In Miami Dsde County) and/or the AH.1 (in areas other than Miami Dade County) reserve the right to have this product or oriel tested for quality assurance purposes. If this product or material fails to perform in the acccepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revo moor, or =j : i' w ' the use of such product or material within their jurisdiction. BORA reserves the tight . . to ferateltbis if it is determlved by Miami -Dade County Product Control Division that this product or ▪ roar fails tams( i e requirements of the applicable building code. 1 with the Florida building Code • mi$ p act is appro ed as described herein, and has been designed to comply includg the MA ye4ocity Hurricane Zone. DEKRWINN3. �1# Wide Roll-Up Door • • AOVAI, ICCMENT: Drawing No. ALP2, dated 03/21/96, with last revision on 10/05/05, titled • . "RgintORMI.2.1 elteets 1 through 3 of 3, prepared by Alpine Overhead Doors, Inc. signed and sealed by F. P. ▪ Degipvanni the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expttp date by the Miami -Dade County Product Control Division. • . • 11 1 ImiPAGI RATING: Lame and Small M9ssIle Impact 1a4'G: Each shall bear a permanent label with the manufacturer's name or logo, city, state and foliowi ng statement , ' : i -Dade County Product Control Approved or MDCPCA ", 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 offtbis 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 press. 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 ' s NOA shall be cause for termination and removal of NOA.. AIINVER : The NOA member preceded by the words Miami -Dade County, Florida, and followed by the expiration date y be displayed in advertising literature. If any por lon of the NOA is displayed, then it shall be done inits Vc, cx„'k51'S L 1002 MIAMI -DAM COUNTY, FLORIDA I RO DADBFLAGLERBUILDING 140 WEST FLAGLER sntEer, SUITE 1603 1VDAMf, FLORIDA 33130 -1563 375-2908 g ction n and where ,��er� ..�. 1 INSPECTION: A c jpy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0501.03 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by . Font PE. • NOA No 05. 1129.01 Expiration Date: August 29, 2007 Approval Date: June 29, 2006 Page 1 10/18/06 15:18 FAX 3053728339 • • • • .• • • • • • • • . j L i ice• =!: ' �5.� A. DRAWIN 1. D:wing No. ALPZ, prepared by Alpine Overhead Doors, Inc, titled REDISTORM12 03121/96, with last revision on 10/05/05, sheets 1 through 3 of 3, signed and sealed by F. P. DeOiovanni, PE. BLDG. CODE COMPLIANCE NOTICE OF ACCEPTANT' EVIDENCE PAGE el 003 B. • •• • • • ••0• ••• ••0• •• .•.. • •0.• TESTS 1. Teet report on Large Missile Impact Test, Cyclic Wino Pressure Test and Unifo m. Static Air Pressure Test on a " Steel Rolling Garage Door", prepared by Architectural Testing, Inc., report No. ATI 16800, dated 0410/96, signed and smiled by A. N. Reeves, PE. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test on a "Steel, Rolling Garage Door", prepared by Architectural Testing Inc., report No. 01- 31478.01, dated 03/05/99, signed and sealed by A. N. Reeves, PE. CAL = ▪ TIONS 1.:. r ::. , : prepared by Alpine Overhead Doors, Inc., dated 03/29/96, sheets 1 • • • • F 4, signets and sealed by F. Cost, PE. on 04/02/96. . _ations prepared by Alpine Overhead Doors, Inc., dated 11/07/05, sheets 1 ugh 5, signed and sealed by F. P. Degiovauni, PE. on 11/22/05. 2. • • •••. • •• • • • • • • • • • .• ••.• D. Mali* ASSURANCE • •••• • 1...:. Building Code Compliance Office. O 600 • •• • .8..: STATE NTS • 1. NO change letter issued by Alpine Overhead Doors, Inc. on 03/19/99, signed by S. 2.- �tocol compliance statement issued by Architectural Testing, Inc., on 03/09/99, si _a : and sew by A. N. Reeves, PE. 3. No change lette r issued by Alpine Overhead Doors, Inc. on 04/19/02, signed by S. Magto and P De Giovanni, PE. F. OTRER 1. Underwriters Laboratories, Inc. report No. R12035 per ASTM E84, of Foam Plastic dated 06/10/91 and signed by A. Barham. 2. 'lest report of Ignition properties on Plastics Foarn, test per ASTM 1)1929, by U.S. 'resting Company, Inc. Report No. 185358, dated 03/15/91 and signed by M.S. E -1 ,# . q '.0 C"s,r •.F,z. PE Senior Product Control Examiner NOA No 03- 1129.01 Expiration Date: August 29, 2007 Approval Dates June 29, 2006 rc[e SCd %BFi708 68iiY • rj • -• • B • • • • • - _ -• • • • • • • • • • • • • • • • • •• - •• - • • • • • ••• XLyY 12- �•�^1r rte•• 1, 11115 34.74 WNS 20161131. 91 ac r.02220. 10 711E =04 a. *rt ACCat{ONSCE 49TH 7-88 WM41% 1 :0 MR • • • 020 OMER STRICTURES f ' • • • • 3 THE TEEMS # I2 SPEQRCA6ON4 SH06R1 19117261 11f4E Sr e or CRA41171GS / • • • • REP11T PIATOUL7S TESTED PM BiRi�T, CTCUC AV@ STATIC P11RE • • • • • • THE ASMGRDING DARE COURT PROT0p,71$ PA 201. 202• Aso 203 AT BASE BEGGS • MRS CF 00 PST PDSm11E AND NEGATIVE 4. SLATS £O HE 06220 A-444 GRAPE C 5874 G-90 GnL W0 56G OR STAIRL1?SS., SIM. 140H Nt1F@!•J)A Fi d 40 RS 5. AIL STEEL ANGLES AND MEWS TD BE SHOP �i 6460.' 10 NE 11.1MTLE *4064 PATH, MMUS 1 1. O rt); i 31 1 1 I stoma cams REA 12"-•P ,f AZ 4$2.4W V I 3 • 1 15:18 FAX 3053 726339 fir' t� AN '.q•'.•jPG 1? P a'lrf riai 10. A10 FUTURE 1G FOR COUNLERBALAl1 AS IBLY' 1 I. RIVETS FOR 1HIFI0LQ ARE '0 8E SE8* ^TUBUL58 0.246/0.252 1ff& 0.4371 FAUSM4O06I HE D x 7j *50M A -3L. 12. s1i000 15 TO BE 24 GAUCE ASIR - 525 WITH G -110 r1L6AFUZING 13. 52ACPI TS PRE STEEL PLATES NOT LESS THAN tie TH CR. BALL- BEMING AT RUTAONG SUPPORT POINTS. e0Um TO MOUNTED PAID.E. SUPPORTS commatowace ASSF-490 Alice moon END E*1ICL05J;EB_ WED 80 CONFORM SMOOTH CIFERA13219 —II' 4.- pLV11 / A NM *1a� a ROB 5851168 WM 802.2221 A. Mt NAP -631J 022 IV, WS= & RIM 7 e•Tr58 sma J / - f �1e an a . U1t 00811951E 0 Kam. VW' +IxaB�r2. �"I iT •C . ` 1 1 • L270 tl.5R1 &W M / 1] . y: ..I P li / ' J Ocean Pressure Rat<ng Tyr- BO PSF 1 2 1v 0 RED STOFM 12 P.P. DECIOVANtt. P.E. 41 8 706OS 43 W3sA011. 1Ir 11870 �I UrARS5111. 58871 • • �I - Jle-83 • 1 L11 / i11idW 1:747'' TEC 15M� X24 -83 5 ' $:, T11P1 137E a1Ie140.00 -23/0 1222 cn4nc J P88-83 !) cet-ra0 stews artaa• 2-- 2t01m1T_fl58 Y.M8Y • 1 152 taw 5832 -113/3) 2201*GEf FLAT SLAT • I/6 Se us >9' Q/C I'`nGi 22 GAIRTE ktiiagiMALSZ 1 ��J22�Gj Pk$ SIN 2d 2at8 PRODUCTREasra ete1*816. R••2n Rd Ray Fp 4 x11+. >•• eiC ® 022222 111 1885 u/n.Y 3 -21 -26 d<Y2 -Dill to 0 O C I Fe" • • ••• • • D• • • , • • • i • ••• • • • • • • • • • • • • • • —••• • •_• • _• ••• o m ,a • s wei_octc / FAOLQCR •• _II • • t • c • • • •0 • ••• • • • • • • . • -$ • - ••• • • • • 0 m1.nc turn � z • it • IA got. PrXE0 cxct(S' /i Il •. WOSEILISTM SLIDE LOCK 11 CO 0 00 o t 1 •0 1111111111111111. • 0• • o • • •• ••• •• 0-* • ♦ • •• • 0• It • c� • • 00 0 • 0. .• • • • 00 0 •o 00 00 Y0 0 lc 0 I00 o 1 • J 0V } r ] tC6 ittictusa con aims - P Aim pm PIPPIPA NJJMRER OF Si.ATS TO ACCOMMODATE OPENING HEIGHT' u fl(i IIIilii yttlio M!a$ RED STORM12 F.P. ©ErAPA4 B P.E. et CUOMO 001000. NY 11370 FL LIONSE 00. 55071 CD 0 0 VI 111 w of C • •• • G hi 1. THE FOLLOWING CALCULATIONS ARE BASE ON ACTUAL rE_SSTING: RES•13 TSy T'. ON' ••E •SLATT DEfLE:.TION CURVE ASS T.i:NG THE S1-!APE CF A CATENARY AS SOON ' I AS THE WINDLOCKS ENGAGE THE GUIDES/ THE 4t1NDLOCKS UVIIF THE FAAF e lscrPO1O •9f BENO1NG STRESS -AND ARE CESIGNED TO ENGAGE THE CIJIDES I'HILlc 10 IHL_ SLA:i AFTANAN, MAXIMUM ALWW/,BLE DE!•LECTIONS AND UENDING STRESS WI!HO. 1 RESTRAINTS 2. ;T SHALL BE THE R PO191JTY CF ThhE CONTRACTOR 7 OWNER TO VERIFY THAT THE STRUCTURE IS DESCNED TO SUPPORT FORCES Fx 1i 31 s !TS TO BE AS PER ASTM 449 EXCEFruFOR MOUNTING + cgagRETE•'AM9S WHICH 5I ALL BE ASTM Al 93 -B7 THREADED R I ' STRONG - E *CR UC -TIE ADHESIVE, ANCHOR SYSTEM. SPEW. 1` 19P6CTh)l1 $EQUI tEp Pr, CONCRETE ANCHOR SYSTEMS. ! Papa= TYPE F - MOUNT 3.3.5/15 MP) • • • ••• • • • • • J • • yplr IClrt► Tvp� t4 • 01U • . .. '4• • 20 • • • �dyrlll. FJ /�lr,,i 1-2;2.5;1-/4-(41-4-- .z s■1 /4 (Tray E I 1 J 1 ANfiLE cP t IPt f 1 AT JC3 Vir AT JANS + Il1 NET R,EACIICN • 1=77, +rr Astminvo • • h • • aa- •___•. • \ �d. ' e� 4s3s1/4 (typ) 112 1-- io d R"iGiLE +Fy -Fy IP7 a AN6LE 2 AND Fy AT BOTH .IAAr85 • I. , 2j1li i t4aL:NTING TYPE tU "' E - MOUNT 1-- b STEEL ANGLES T�j BE ASTIR A -36 DESIGNATION e d ANG 2 SON AT .rant♦ 'k• NET REACTION +Fy -Fy F,E & Z TYPE FOR MOUNTING TO ST. EL JAMBS SUTABLE TO ACCEPT FORCES FX, FY- *r'E 4UD5 mums 11,13711 SLAT Mt. MOUNTING ODU:NSDNS DEE Ylpd4U o CSRDISIONS) ' 0 = BOLT MA.. 5 = SPPCINC(IN) r MAX Ft=21X.T TENSION FORCE, Pv,=BO`T SHEAR FGRcE GEFL. IN. weet 7tOL. RINEIS NO/134. ono LEN. NET MAO f� ( c - I b . c. d, e , J f , 9 - 0� i 1D. 1St PT 1Pv' 213 12S, tt 2Pt• 12Pv• Fx _ Far, F 12•-O'.� 930 -. 1d75,� 1.4373.1 9.875 7.375,9975. 1.25. N/A . 0.?S - S • +i. 6655 r 34I • d/A. f N/A N/A • I N /4, 533. ,52.375 3/.25, .75 21P85 J 513 . Z 12• -9- .930'. 1.375 1.4375 0.875. 1 373. 11.575• 1.5 • ZOOM, 0.25 • .S - 14 • &SS8- 341- .5 • 12, • 2525 • 7us5 • 5.33. _3r.3754 3/.23- .75. 2, 65 - 203. E I2-O.' .430' 1.975 1.4375 rr, 1.3W =Mil= 095- .5• 14. 'tea' MITI 450E • 1721 • 5.33' 1 3 /25 • 2085' 293 Zc TYPE FOR MOUNTING TO NORMAL VEIG HT CONCRETE JAMBS. fc = 2000psi MIN. Z rc. [I2 -ITJ A30' 1 1.373 17.4379 1 0.875 1 1.375 10975) 1.S T.W4 1 tl.25 !• S l 1a I 13298 1 341 _1 .525 1 12 1 3528 (-2085- (5x33 j.5x.375 3/.251 .75.1 nos 1 293 itak7:• .. 11(114.41t= MAIN Cm WWI= 8 11111 ;117!1 131'( rill1 i)if! a�SL 1(i1(Uli! qt r,l liPPL4Z4Tall 02- A3 REDISTORM 12 F.P. DEGIOVANNI P.E. 41 MAURO 131 memo. we 11378 Ft. LGFNIS£ 113. 53031 sa C mi' et ur I618' WADI* 41P7-03/7 -/� 41P7-03/7 8 OCT 2 4 2006 ®oarani .., , O!UC I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) RC, OC-151t 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 Jeid -Wen, Inc. 31725 Highway 97 North Chiloquin, OR 97624 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). 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 ART (in areas other than Miami Dade County) reserve the right to hate tlti9 product or material tested for quality assurance purposes. If this product or material fails to perform in • the Abetted m nnd!r the manufacturer will incur the expense of such testing and the ART may immediately revolci modify, o= suspend the use of such product or material within their jurisdiction. BORA reserves the right • • to revake this avegp lee, if it is determined by Miami -Dade County Product Control Division that this product or • m a t e ry ' J f g i l s t o m e recprirements ofthe applicable building code. • • • This is ed as described herein, and has been designed to comply with the Velocity Hurricane .Bct � �1�Y � l� P Y rtY • • Zoag ofte Flortckflptlding Code. • • DESCRIPTIOW Ick .Wen Series "DoorCraft" Single Inswing Insulated Steel Door (Steel edge) ARNIM/AL I1OCCTR4ENT: Drawing No. S -2083, titled "3-0 x 7 -0 Inswing. ", sheets 1 through 5 of 5, prepared •' by RtW.'Buildini•€ aultants, Inc, dated 01 -16-01 and last revised on 12 -03-01, bearing the Miami -Dade County Prodpett f4ntrol Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a peimancnt 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 ofthe Building Official. This NOA 01- 0122.10 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. • • • NOA No 01- 0122.10 Expiration Date: April 25, 2007 Approval Date: April 25, 2002 Page 1 • • • ••• • • • ••• •• •• • • • •• •• -• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • ••• • • • • ••• • • • •• DaorCraft°$teel Door 1 WANMOK! �EMYlHI� JELD•Wi3VINV6 OOPAGINSTES.EDBE 0008 INANAODUBTABLESPUT87EB.JAAW GENERAL, NOTES 1. THIS PRODUCT iS DESIGNED 10 COMPLY WiTH THE FLORA BUILDING CODE: 2. WOOD BUCKS BY OTHERS: MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL. DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THiS SYSTEM WAS TESTED FOR 2.86 LBS WATER PRESSURE AS PER ASTM —E331. 6. THIS SYSTEM DOES Aar MEET THE REQUIREMENTS FOR WATER IN MiAMi —DADE COUNTY. DX non to ad frmr r =OM EDGE' Door d Construction: Fan meets 24 ga 0.0227 minimum thickness. Galvanized steel A-5B Commercial quality — AKDQ per ASTM 620 with min. yield. strength Fya34.680 Core destan: Expanded polystyrene with 1.0 to 1.25 lbs. density. manufactured by Jeld -Wen. Construction: steel face sheets are glued to the expanded polystyrene (EPS). The steel rails (.040° min.) and steel stiles (.040" min.) are rolled formed. The face skin at the top and sides are bent over and into the sties & rails to make a mechanical lock. At the bottom the face skin is bent SU over the rail. A wood lock block reinforcement is used. ra C et on (Both Fm )• The head , ee ame isro Agtei =VA' i V The closure frame la farmed from 18ga. galvanized steel. The head Jamb extends post the side jambs. The sloe have tabs that are inserted into slate In the header and are bent over 90' to form a mechanical lock with the header. The units use a bump face threshold. TABLE OF CONTENTS ._ 'MI; DESCRIPTION WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED SINGLE 3'0 X 7'0 +70.0 PSF —70.0 PSF momra iTa:IT7weitraTor.)ITaTt1Git a?g7:14-11[(:ii)iaa:7:1 -ill MM. 111PriF•TrraCqiNTIFIUMIF-Arni*:/TTIL111.11111 ••• • • • • • • • • • • • . • ••• • • • • O. • • • • •. • • • .•• • ••• • • • • • • •M A PAM. WIDTH --51 � . • • • x9.89► •OVERNIL.FRI W. • ••• • • • • r• .•• r• r.•••••••. • • r39.375" OVERALL FRAME W. 36' MAIL PANEL WiDTH -- • d7 g • as a 7 •c JELO —WEN STS EDGE ODOR JEW— WEN STEEL EQGE 000R IN TINE KEWANEE ADJUSDI —FRAME IN THE Oi1NBARTON_ REDIFLE FRAME VIEWED FROM THE INTERIOR VIEWED FROM THE INTERIOR INSWING UNIT INSWING UNIT DESIGN PRESSURE RATING mot TYPE WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED SINGLE 3'0 X 7'0 +70.0 PSF —70.0 PSF vitcq as; Z gl 1 0 z sweet ro s •r••* do w�!•fdi cam 01/16/01 soars N.T.S. ON. ers TJit cm ere RW peso 5 -2083 aesr w 2.25' MIN. EMB. • ••• • • • ••• • •• • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • • • • • • • • • • • •�,_ • • ••• • • • • OPRONAL • • •• •• • • • • • • •. SEE •HOVE�.�a2 Pn: # P P i• • • • •. •.. • g g 1.75° MIN. PANEL. THK. eVERTICAL CROSS SECTION •• •• • • 0 25' MAX SHIM IIEONAL IN .1. I Wrvir7/Al 0 0 1.33' MIN. DAB. 0 2 2 HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK 0R SNAP—ON TRIM PACKAGES ARE AN OPTION AND CAN BE ORDERED FOR ONE SIDE; BOTH SIDES OR NOT ORDERED AT ALL a3 AVM 01/16/01 sau& N.T.S. uwa sr TJH az •tt RW DRUM troy S -2083 stEr aF_§_ TIP. BOTH FRAMES DETAIL C" TYP. BOTH FRAMES • • ••• • . • • •• •• • • • •• •• • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • ••• • • • • • • • • • 8•• • • • • • • • •• • • • • • • • • • • • • • • • 8 % s • • •• • ••• • 1__t• • • •• • •• • • • • • • • • • • • •• • • • • • • • • ^•• • • _• TYP. SEE NOTE #1 BELOW FOR HEADER & SIDE JAMB ANCHORING a- ANCHORING LOCATION_ FOR THE KEWANEE FRAME QI THE DUN RTON FRAME INTERIOR UNITS VIEWED FROM INTERIOR T 1 �4.5'---I 8.0' FRAME HINGE REINFORCEMENT KEWANEE FRAME 70A. H.R.S. a 0 I--- 4.5° 8.O° FRAME HINGE REINFORCEMENT DUMBARTON FRAME 70A C.R.S. 1. RING SCREWS IN THE HEADER AND SIDE JAMBS ARE IN THE FACE NAILING FLANGE OF THE FRAME. IF THE ANCHORING SPACING DOES NOT FALL ON ONE OF THE PRE — PUNCHED HOLES, DRILL A HOLE IN THE FACE NAIUNO FLANGE AT THE CORRECT DIMENSION. 2. THE CLOSURE FRAME FOR BOTH UNITS ARE ANCHORED WITH THE SAME SPACING AS THE BASE HEADER & JAMB FRAME OF THE SAME UNIT. ANCHOR THE CLOSURE FRAMES IITW REM #14. SEE SHEETS 2 AND 3. 1 01/18/01 scat N.T.S. DIAIBY1 TJH CMG en RW S -2083 1"---3.137" KEWANEE ADJUSTA -FRAME 14SE FRAME PROFILE 16 GA. STEEL • 18.5.. _L___.7, , I 10 _i ..1 .580" 1.7 FRAM WEATHERSRRP SCHLEGEL O -LON 0DST875 .25 °� ILL • N 1..-1.73° 000R SIE -E CAP BOTTOM .040" ROLL FORMED STEEL © ©0 1 a m 2.115' -4.- 1.875'-x•1 0 t . u4.:1 ea : 3h67 a._ d3C RAC MCA. STEEL VLS -r I- W / -. WALL SIZE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • •• • • • • • • .• • • • • • • ••• • • • • ••• i i� • i • • ••• 4' &4� • • • • • • • • • • • • • KEWANEE ADJUSTA -FRAME Sni4P -ON TRni PRdj r CLOSURE FRAME PROMS GA. STEEL 18 GA. STEEL t 140- .525° THRESHOLD WEATHERSRTIP SCHLED O -LON CDS650 175" INSWING DOOR BOTTOM AKEE_EIBL/S6a1/0. :050' THK WALL TYP. VARIES W/ WALL SIZE - P-1.268" 1.73- e .. �- .25'_, r DOOR STEEL EDGE CAP, TOP. ITCH STILE & HINGE S ij g .040 ROLL FORMED STEEL hC,,; P1U . 'e4e 121 31i s alc �C ;s"71i1( 18GA. STEEL INSWING ADA 71-IRESHOLQ .125° EXTRUDED ALUMINUM •• • • • • • • • 't 1.445. f1. :G 7134. 22GA. HOT-DIPPED GALV. ii 0 ■n1Y:v_�� • ' 1/10.1 !,`lAalaP6•1i) "Mkt &? ><6�YS.yjTiLI!>t YL Y cal►'111 is [�7PILL1.qt,C .D 016MLITIO. III-1L 1612 LIto4 7x7 La►1oilisvm; 7; TAra.3au+,r3 ;IP i71xASL & 3 L L MICTA7111111 ghiratba:TrIlicluitiDeFvapir*Aoluellalmem -11111[ ©Frn3ff,141, WNW a 11 .5A FEN „- +ate, 'i �1i3 71 i �ux , 12: _ . 7lga STEEL 1.21 0.1; 1 71.A 1.1 wl 0/E' ; S,ir'Z8IIMME111 ITN ENEWIEIDEE. gya ? +',�!m z�:R�7u +a9 1.0 • 1 61. Pz:�'I 31� 3, I1 I N e i.T' ILI 14,11da.j. =11=111 713 011 3,1ii ;1,1 zkiL4..1i ` "sII.? 14LAUa,l:..� +P;Bi 775-A 3s ,'i,1.;. E Mil Ea NOT F.I ED ire 18 CK WOOD EYE N. STEEL Ma 02:130.1141... .11111P571111111 � Ef. ® 4 rAf q i ?riZ, fr if t! 1 AN 3 ° . »,LPnr.yl �.,. ,* 3, • 6114r1 ,iloh. L ! 11111 1I BY IA , a_4 STEEL 71441 44 L -- �-- 22s --.1 4 —1 F.- �. • ! MIA M ID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 c (9(p—tia !l7NY MIAMI DADE COUNTY, FLORIDA iyiMETRO -DADE FLAGLER BUILDING s T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series HR -810 Mid -Rise Aluminum Horizontal Roller Window — Large Missile Impact APPROVAL DOCUMENT: Drawing No. 4121 -1, dated 04 /22/02, with revision C dated 10/23 /02, titled "Mid - Rise, Alum. Horizontal Roller", Sheets 1 through 5, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-0719.07 Expiration Date: January 2, 2008 Approval Date: January 2, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4121 -1, Sheets 1 through 5 of 5, titled "Mid -Rise, Alum. Horizontal Roller", dated 04/22/02 with revision C dated 10/23/02, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of a series HR -810 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3259, dated February 22, 2002, signed and sealed by Luis Antonio Figueredo, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated 04 /24/02, 7/12/02 and7/30/02, , revised on 11 /26 /02signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass Plus" dated 01/17/02, expiring on 01/14/07. E. STATEMENTS 1. Statement letter of conformance, dated May 21, 2002, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated May 21, 2002, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL -3259, issued by Fenestration Testing Laboratory, Inc., dated March 26, 2002, signed and sealed by Luis Figueredo, P.E. F. OTHER 1. None. E -1 Ma ue1P ,a .E. Product Control er NOA No 02- 0719.07 Expiration Date: January 2, 2008 Approval Date: January 2, 2003 33 1/2" MAX. FIXED UTE DAYLIGHT OPENING 5 3/4" 12" MAX MAX. TYP. — TYP. -1 74° MAX WIDTH 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING 58 1/4" MAX. FIXED LITE DAYLIGHT OPENING 63" MAX HEIGHT 0 X _ 57" OPER. DAY[ OPE, 11TE G'iT 111G 12° MAX. TYP. 8" MAXI I 1 8° MAX 4" MAX -.-4 4' MAX MEETING RAIL CENTERLINE (SEE NOTE 4) S E SHEET 2 FOR SECTION DETAILS A. SEE SHEET 4 FOR FRAME CORNER ANQ SASH CORNER CONSTRUCTION DETAIL OUTSIDE DESIGN PRESSURE - TABLE 1. [DESIGN PRESSURE RATING (P.S.F) INEG. POS. -110 I 90 5 1/2" J MAX. TYP. NOTES: LARGE MISSILE IMPACT WINDOW 1. GLAZING: 7/16' LAMINATED GLASS. PARTS LIST ITEM 43, COMPRISED OF (2) LJTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF SENTRY GLASS PLUS. 2. CONFIGURATIONS: OX. XO 3. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHEET 5. HEAD & SILL; MAX. 5 3/4" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERUNE. MAX. 12" SPACING. MAX. 5 1/2" FROM CORNERS. MAX. 12" SPACING. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON AU. 4 CORNERS OF THE FRAME. 7. REFERENCE TEST REPORT: FTL -3259 3/16" HEAT STRENGTHENED —1 SIUCON: ITEM 41 A DOW 899 OR DOW 983 OR DOW 995 .090 SENTRY GLASS PLUS INTERLAYER 3/16" HEAT STRENGTHENED GLASS .496" NOM. GLASS BITE TIP. GLAZING DETAIL Resod dr. Robert L. Clark. P.E. PE #39712 Structural ■ INDUSTRIES Rowed ay: Date: F.K. 10/23/02 Raved 9r 004 F. gr 8/5/02 F.K. . 7/30/02 Dam F.K. 4722/02 Renato= C — WO KG 171L SHT Reels/oar TBLOCK & GAZING REMOVE SM MISSILE n om...d m cagniimag uil►15e ELEVATION & GLAZING DETAIL (LG MISSILE) 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Mks MID -RISE, ALUM. HORIZONTAL ROLLER HR -810 NTS 1 " 5 o,_ No. 4121 -1 RIO MAX. HEIGHT 00 MAX. FIXED LITE DAYLIGHT OPENING m0 INTERIOR MAX. OPER. LITE DAYLIGHT OPENING APPROXIMATELY 25% OF SASH HEIGHT TYP. (SEE NOTE 2) 0 00 VERTICAL SECTION MAX. FIXED LITE MAX. OPER. LITE DAYLIGHT OPENING DAYLIGHT OPENING 24 INTERIOR 2.784" SEE NOTE 2. HORIZONTAL SECTION EXTERIOR NOTE: 1. REFERENCE TEST REPORT: FTL -3259 2. WINDOWS 42" HIGH OR LESS REQUIRE (1) ONLY, REM 25, SWEEP LATCH CENTERED VERTICALLY. Robert L. Clark, P.E. PE #39712 Structural itT INDUSTRIES Read 141 R vWcn Read Sy: °era Rev6hnr F.K. 10/23/02 C—CHG TCH DIM. Read Bye Date: RRWlana F.x 15/02 EXP TBLOCK RsaJby: F.K. 7/30/02 REMOVE SM MISSILE 117 F.K. 42/02 De.dtptt� VERTICAL & HORIZONTAL SECTIONS Approved a!em pty*" MIA the Florida Date NOM Mod AGAIVil7-P1; Title 1070 275 MID -RISE, ALUM. HORIZONTAL ROLLER P.O. BOX 1529 NOKOMIS, FL 34274 Se /Loden Sc at: 'Snob Droving HR -810 NTS 2 or 5 o R 4121 -1 C ITEM DWG # DESCRIPTION VENDOR PGT# 1 4102 Flange Frame Head 6063 -T5 612237 2 4025 Sash Stop (Std.) 6063 45 612244 3 #8x3/4 PH. PAN HEAD TEK 7834PW,B 4 4103 Flange Frame Sill 6083 -T5 612238 5 4361 3.500" Sip Add On 6063 -75 64381 6 4104 Frame SW Adapter 6083 -T5 612239 7 4125 Wlrtdload Adapter 6083 46 84125 8 #6 x .375 Ph. Pn. TEK S. St1 S. STL 9 1094 Weep Housing NYLON 6/8 70250 10 1095 Weep Flap NYLON 6/6 70251 11 4002 Flange Frame Jamb 6063 45 612225 12 1155 -1 #8 x 1.000 Quad Pn. SMS S. St. S. STL 781PQX 13 4005 Fixed Meeting Rail 6063HS -T54 612228 14 1060 Wstp.,.187 x .230, fin seal 61060G 19 4105 Sash Top and Bottom Rail 6063 -75 612240 20 1235 Wstp.,.170 x .270 back, fin seal 67S16G 22 1092 Roller Housing & Guide NYLON 6/6 70312 23 226 Brass Roller Wheels BRASS 7BRWHL2 24 4054 Sash Meeting Rail 6063HS -T54 64054 25 1096 Sweep Latch DIE -CAST 71096 26 1016 #8 x.625 Ph. FI. SMS STL. 785808 27 4007 Sash Side Rail 6063 -T5 612230 28 4119 Wstp. Bulb w /closed cell foam Ultrafab 64120 30 985 Glazing Bead 7/16 Lami w /Grip IGt 6063 -T5 6985 31 4222A Glazing Bead 7/16 Lami 6063 -75 64222 32 1224 Vinyl Bulb Weatherstrip "Thick" VINYL TP -247 34 1014 Screen Frame 3105 H14 61011 36 1013 Screen Comer Key Polypropylene 49103 37 1073 Screen Spring S. STL 78835 38 1278 Screen Pull Tab Elastometric PVC 70409 39 1008 Screen Spline Elastometric PVC 68535 40 Screen Cloth 61818 41 Silicon Adhesive - Dow 899. Dow 995 or Dow 983 42 Setting Block(3/32x25/64x1) 71622 43 Glass 7/16 Laminated (3/16 Heat Strengthened, .090 Sentry Glass Plus, 3/16 Heat Strengthened) NOTE; 1. REFERENCE TEST REPORT: FTL -3259 .723" .062• O WINDLOAD ADAPTER MAT'L• 6063 —T6 QQ DWG #4125 L� 1.999" 2.710" 1Ju O FRAME HEAD MArL: 6063 —T5 DWG #4102 1.451" —.062" NOM. 490' O SASH STOP MAT'L 6063 -75 DWG #4025 NOM. .062" NOM. 2.784" 11 FRAME JAMB MArL: 6063 —T5 DWG #4002 1/4 Robert L Cheri' P.E. Structure) IND 2.594' 2.074" 2.710" ® FRAME SILO MAIL: 6063 —T5 DWG #4103A 0 FRAME SILL ADAPT, MATL: 6063 -75 DWG #4104 Reseed By: Data Raesietne Oates Rend By: F.K. Raved ter. KT R esod . . F.K. USTRIES PARTS LIST & EXTRUSION PROFILES Ragas= 10/23/02 C — CORRECT ITEM 7 Cu te: Revision= 315/02 B -EXF TBLOCK 7/30/02 RR OVE SM MISSILE 4/22/02 AiPmataeociP1yi pwith the Florida oato NOA9 9Oaw1 1070 TECHNOLOGY ORNE NOKOMS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 TRW MID -RISE, ALUM. HORIZONTAL ROLLER S ,ius /Mode$ Smew Mast Dr neng No. Rer. HR-810 NTS 3 of 5 4121 -1 C .190' -.– .062° NOM. 3.159° TRIM TO FIT 3.500" OS 3.50" SILL ADD ON MAIL: 6063 –T5 DWG #4361 13 F XED MEET. RAIL MAT L: 6063HS –T54 DWG #4005 r---t.349° .062° NOM. i 1.211° J SASH TOP & BOTT. RAIL MAT'L• 6063 –T5 DWG #4105 2® SASH SJDE RAIL MArL: 6063 -15 DWG #4007 (4) EA. JAMB (2) EA. HEAD & SILL RAME CORNER & MEETING RAIL CONSTRUCTION (4) EA TOP & BOTTOM RAIL SASH CORNER CONSTRUCTION .050° NOM. 1•- 1.096° 2.326" .050" 2.279' '----‘)L1 7" .062 °_ NOM. 24 SASH MEET. RAIL MAT L 6063HS –T54 DWG #4006C } .678° 30 7/16 LAMI BEAD W /GRIL KIT MAIL• 6063 -15 DWG #985® .678" 1 ®1 7/16 LAMI BEAD AWL: 6063 –T5 DWG #4222AA NOTE; 1. REFERENCE TEST REPORT: FTL -3259 Bear! By Door BeYtatena Robert L CNrb. P.E. PE #39712 SWetuanl INDUSTRIES Read By F.K. Rand By. F.K. 10423/02 Deer 15/02 7/30/02 Revisions: C – NOCHGTHISSHT Ravlstona 8—.400 CORNER CONST, REMOVE SM MISSILE Oren By a F.K. 4/22/02 EXTRUSION PROFILES - CONTINUED Approved u Loin H ari&s Des NOM 1BImi C4deProdact ;`.t. AP - ■ wft db 1070 TECHNOLOGY DRIVE NOK0M45. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ink MID -RISE, ALUM. HORIZONTAL ROLLER HR e 0 NTSlg4 of 5 4121 -1 C 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1 1/4" MIN. 1/4" MAX.] SHIM TYPICAL HEAD SECTION S BSTRATE ANCHORING 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. SHIM ;1 1/4" MIN. • APPROVED 2x WOOD BUCK TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK L. 1 1/2" MIN. EMBEDMENT 1/4" MAX._ SHIM #12 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING • • ; TYPICAL SILL SECTION WOOD ANCHORING 1/4" TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. rSHIM 1 A 7j MIN. EMBEDMENT APPROVED WOOD BUCK 1 1/4" MIN. TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1 /4° MAX. SHIM 1 #12 WOOD SCREW 1 1/2" MIN. EMBEDMENT APPROVED 2x WOOD BUCK TYPICAL JAMB SECTION WOOD ANCHORING NOTES; 1. USE ONLY MIAMI-DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL-3259 Renal Eir Robert L. Clark. P.E PE #39712 Structural INDUSTRIES Rend F.K. Raved Ity: F.K Read 41 F.K. Oran) by: F.K. Rata RavNtarar 10/23/02C - NO CRC THIS Sig Cake Mmitamm 8a5/02 O -FJP1R1004 MOD SCR Rearsicaur 7/30/02 REMOVE SM MISSILE 432/02 ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 TR* MID-RISE, ALUM. HORIZONTAL ROLLER Sortes/Nedak Saar Shoat HR-810 NTS 5 of 5 Droving No. 4121-1 Rev: MIA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ; MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued; under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Serie i SWD -101 Ontswing Aluminum French Door - Impact APPROVAL DOCIJhVIENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the 1Notice of Acceptance number and eipiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH# 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 wen V4 SWOON TYP. HEAD Ira maws TYP. HEAD 1 2 tt *DOD BUCK • • 1- TYP JAW, ar I-- 1 112272 MICK J11'. JAUR ITE. DESCRIPTION V. T. # QTY./DESCRIPTION VENDOR VENDOR # 1 POOR HEAD/SILL 60375 ALUMAX AF=10375 , eR 8 NM 6'376 -103 6 oil rze-jitrinumm1 FAVAIII 11111111111111111•11111111111111111 EINNYZA1111•11111111•111 Matti KS YEPEI I U&KEMI MET - • "-31ErMUMJIMED211 E'rifiNinri721MI . lc I V 1 At W- P FRAME JAM8- HEAD um rEEEr ROLL FORM umralinemormemormLA.; oilwd•2142711111111111 111711EdiEdil 61069M GRIMINIIIINIMIN Ma EllitiMie !TAIIIIM 4vW rraATAIIII WI TR CLAM' 6037•M UV, M5 16x1 16- TRUSS WASHER 7W6.3HA- Lk IEEMP-14 . -u-- UT FAULDRIElrel MN -7TAIII X'.CI'd CHaVIEffaff-14111111111 11_2122.1IZFLIIIMMINIIIIIIIMIFINII re=mgmffisimili ILIMF -IL i I a A r k_CEILIMIIII•1111101111■1111111•11111111111101•11111'1GOIC 10x3 SCR. T. '. P L 71034A MERCHrnTS FASTENER KV ASS?. 7FRMOW 6 CS me lambs IJATIONWIDE IND. 10x.625 FLT. HD. PHIL 71058FP gs 6/hinge - hinge-door iam 10x1 2 FLT. 1111 PH11. 710X1plif 30 5/hinge &hinae-frame iamb MERCHANTS FASTENER rEMEMMAIIIIPINIMINNIVIIMIIIIIEfffire ...I !MT, t rz ow mizrzu T0 Air•It- SUM"- ear LOCK 41720 2 1 0 hot. of h. as r I ,.1■ICA 4. 4 720 FAA trElilliVeralCragiCWRILTOIKiICKIIIIIINITC110 -zirziri IRA EVIIIIIIMI. 111111•111MTAVA 1.1tCTA41111.Dif&II.Will• lkirAilaKOWL1.14011X47- , IIEUIPrirm'Ariwir-zi5-gt-wl- mos maxis wireramosisimmos &dame miroamili IMIETYZIGNACIDWEISIMIMItalllarif7/1 ufki.j•—td.,- ram WM FiKrifg3101111111■11 U.KK.11 Oftrastra als fr. ' & head] WEll •kfIDLIN•111111111111Mv•hr11131171•1 '20. 19 • 19 . • I. !REFR FO3PTioo AY H 17 18 19 20 21 4U8LOK reecom 21211tr TYP SILL : a • 02007 MOST TRANSFER Sli&O LOW TO 943. S LI 'N #12 Ph. Pn. SMS 1 '4" T., 9 LAM. W MONSANTO 2 POINT LOCK Ass): 41 #8 x .75 Ph. FL Tek plimi;-ffircmirry= 1 le r.h. astraaaa DOW CORNING H.P.G. H.P.G. POT INDUSTRIES 7834FPT SPENCER PRODUCTS 07111 Rabat L. Clark, EL P.E. #39712 Structural raonucr Revise.° PRODUCT RgriporifeD :. • fi t . isamplying w1th the Florkb Aatp11/mee No_5Nig Elpirdlat Dane It ACCE7TANCENt.os—or4t-i.o4 airdlet: Cods EXPIRATION DAM *apt te0,2Z12•012 iritact :614"aal By adios Paralki400todr:q.atisrMs '4'",' • . added 2 pt. lock info 122020251.16101141122 holm * 1/64 Dtbsi .02 .020 * Swiss/Mod* SW0-101 1070 Technology Dr. Nokomis, R. 34275 1:711 IND TRIES Mated* Rand By: 101.41: DJ3. 111/17100 Draim aa 200 8y: raw 2/1p/Ps Osseriptbir rench Door — Anchorage/B.0.14 par on 2289QR Ate Saxte Sheet etrateng No. 404 971 xx 7 1/2' -- 95.750 VAC 1 71.750 1ut4 2 POINT LOCK OPTION e -e 7 1/2' 5 2' -r 13.5' LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/.464 LAUINATED W/INTERLAYER (MONS R7O OR OUPONT) CONFIGURATIOM X, XX 3. DESIGN PRESSURE RATING 3o) .464 LAM.: +75 P.S.F. -75 P.S.F. 3b) .401 LAM.: +60 P.SF. -60 P.S.F. 4.) ANCHORS: MAX. 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX SPACING AT HEAD & SILL: 1 .Y000 MAIL SPACING AT JAMB: 13.500 5.) NO SNORERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCIONG ASSEMBLY OPTION - SEE SHEET 3 OF 4 / i / / 13j5TYP. MAX / 5 1/2' 7 1/2" II I.:3° MA)L ON CENTER DP. HEAD & SILL 076 Robert L. Clark, RE. P.E.#39712 Structural 7 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS PRODUCT REVS as rnmptylag with the /*Duda Balding Coda Acceptant Z0401IZ DadsPteQtlCasate D[aa PRODUCT RENEWED ACCEPTANCE No O1 —G 4� i.fit= E.VPIRATION DATE NO+eoist 12 , Teets By 510 ,0 . tub trta wdamo committee mice envois D) added 2pt lock info references Usk.. Nent Fn Old. t '°z 1/64 Ornimat .*d1 lartec SWD -101 1070 Technology Dr. Nokomis, Fl. 34275 INDUSTRIES Ustedd: Rand Err: �ts OA I1 /17/00 Drawn By: D.& prod By: I : Da 2/16/98 French Door — X, XX PDT N10 VENDOR NCR xac ix Staab 1 04 Omr(a6 No 971 Rev: sum,, Aloaac swn -1o1 • Dessrkstkat French Door Elevations.- 1/8 ANN. .090 rnaraa 3/16 ANN. - 1 3/16 ANN. .090 3/16 ANN. !pop 1.489 LJ _L L A AX? SHIM .. -- 3.000 ___4 AJAX. SHIM 13. - SPACE SPACE AO1' LAM W/AIONSA- MEZ PVB IWTERLA .464' LAM. w/NONSANTO SAfLEX PVB /NIERLAYER OR .401' LAM W /OUPONT BUTALITE INTERLAYel W,ftUPONT RUTAII IMTERUYER SEE MIL; ON SNEE 1 SEE luirE—J on EEi4 DES1011 PRESSURE RATING: *60 oar. 0551011 PRESSURE RATING: *75 oaf. 1.489 3 POINT LOCK ASSY, 2 POINT LOCK ASSY, 1 FROM= REVISED oempyfotwkhtbsRaids Etta 2- t• 12 tYadvitCmhd Ruarl0 PRODUCT RENEWED ACrra rattla. 01 -041' • 0 4 1awulAnavw►n: NouEMdHR22,?s?y6 1070 Technology Dr. Nokomis, R. 34275 INDUSTRIES Rand B: piW 0.. 11/17/00 Robert L. Clark, Aka n e1 D.B Iruoturat- • ••• • .• • '• • .'• •• •. • • • • • • • • • • • • • • • • LAND BOUND:AF :SURVEY FOR: JAY WEAVER . •• • ••• • •• LEGAL tiEp4RipTIpII:'•. • • :: :'• • LOT 7, BL®CK •38, AN AI1ENDELS PLAT OF MIAMI SHORES SEC770N NO. 1," ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. •• • • • • • • •• .•• •• • • •• • • NOTES • '• • • • ••• •• • 1. BASIS OF BEARINGS AS INDICATED ON SKETCH. 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT –OF –WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN ARE BASED ON NGVD AND ORIGINATE FROM DADE COUNTY BENCH MARK NO. N -397 ELEV. = 6.50 FT. BM IS A PK NAIL & BRASS WASHER SET IN TOP OF CATCH BASIN. NE 2nd AVE. /NE 103rd ST. N.E. 3rd AVENUE LEGEND: 9 �6 N.E. 102nd STREET 9y fss BM. PAINT MARK 20' ASPHALT PAVEMENT ON ASPHALT EL= 9.54' 391110 MIDgmEWR JINN 0 52006 NJ 1P 5' CONC S/W 250.00' 50.00 901 `L z z sr W 35.1' A/C = AIR CONDITIONER A.E. = ANCHOR EASEMENT CB = CATCH BASIN C.B.S. = CONCRETE BLOCK STRUCTURE C.L.F. = CHAIN LINK FENCE —x — CONC. = CONCRETE D.E. = DRAINAGE EASEMENT D.M.E = DRAINAGE MAINTENANCE EASEMENT f-DH = FOUND DRILL HOLE FH = FIRE HYDRANT FIP = FOUND IRON PIPE FIR = FOUND IRON ROD FNC = FOUND NAIL AND CAP FNT = FOUND NAIL & TAB GV = GATE VALVE OHW = OVERHEAD UTILITY WIRE '—'414W LME = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE L.E. = LANDSCAPE EASEMENT ME = MAINTENANCE EASEMENT MH = MANHOLE / / /// = NON VEHICULAR ACCESS LINE P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE P.R.M. = PERMANENT REFERENCE MONUMENT SIP = SET 5/8" STEEL PIPE SIR = SET 5/8" IRON ROAD SNC = SET NAIL AND CAP S/W = SIDEWALK U.E. = UTILITY EASEMENT U.P. = UTILITY POLE WM = WATER METER WF = WOOD FENCE — //- WI F = WIRE FENCE —x — M F = METAL FENCE —//— Q vol 11 A OP FlP 3/4 FIP 3/4" 15' ALLEY 9' ASPHALT PAVEMENT PROPERTY ADDRESS. 344 NE 102nd STREET, MIAMI, FLORIDA DATE: 11/13/03 SCALE 1" = 20' JOB.NO. 950 -03 SHEET 1 OF 1 REVISIONS DATE DRAWN BY: MD 11/14/03 R.T. BOGLE & ASSOC., INC. LAND SURVEYORS ( LB # 4684 ) 7080 TAFT STREET, HOLLYWOOD, FL. 33024 TEL. (954)961 -8008 FAX. (954)961 -8119 SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY IS TRUE AND CORR= T TO THE BEST OF MY KNOWLEDGE AND BEUEF AND THAT IT MEETS THE MINIMUM TECHNICAL STANDARDS ADOPTED BY THE FLORIDA A BOARD OF LAND SU VEYORS IN CHAPTER 61G17 -6 OF THE FLORIDA ADMINISTRATIVE CODE. DATE OF SIGNATURE: 11/14/03 ROBERT T. B SEAL PROFESSIONAL SURVEYOR AND MAPPER (N0.3277) NOT VAUD UNLESS STAMPED WITH EMBOSSED SEAL STATE OF FLORIDA CITY PY • •. • • • • • • • ••• • • • • • • •• • • • • • • • • • • ••• • • • • • ••• • • • ••• • • • • ••• • • • •• • • • •••• .••• • .• • • • • • • • • • • • • • • • . • • • • • • . • • • • • • • ••• ••• ••• • • Engineering Cover Sheet •• • • • •• ••• •• • IEC,TEWMIM La JAN 2 2 2007 • • • • • • • • This cover sheet is provided as per to.ritla•Statutt si1e1•5131.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. Ilter, P.E. EL Reb. Eng. No 36205 3320 Paddock Road Weston, Fl. 33331 (954) 600- 7123 3 � $ 3g2°5 joY n p3 � 3 W aN 6 L 431 aK S 3 Project Name : ORONI CONSTRUCTION # 11 -19 -06 WEAWER - ADDITION 344 N.E. 102 STREET MIAMI SHORES , FLORIDA Building Authority : MIAMI SHORES , FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2004 /TPI2002 /ASCE7 -02 Software Used: MiTek @20/20 2000 Ver. 6.4. )142- To: .... .... • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• Reaction Summary Job Number: Page: 1 Date: 01 -18 -2007 - 8:08:38 AM Project ID: 11 -19 -06 Project: Block No: Model: Lot No: Contact: Site: Office: • Deliver To • • • • • • • • • s • • s • • • s • • • • • • • . • • s • • • • • • ••• ••• • • •• • • •• • • •• • •Fax: • Account No: 307489101 Designer: mtm Salesperson: Quote Number: Name: Phone: Tentative Delivery Date: Profile: Qty: Truss Id: Span: •• • Toss 'tv e:• • • • ...... • • • • • •• 510 ;e:• • • • • • • •• •• Ieeactivns: .. . • • • • 2 Ml 23 lbs. each 6 - 0 - 0 • •• MONO TRUSS 3 4 s• 6.00 0.00 Joint 3 3 04 l bs. • 3s. 304 l bs. -139 lbs. -251 lbs. 4 T1 87 lbs. each 18 - 4 - 0 FINK 5 - 10 - 15 6.00 0.00 Joint 2 Joint 6 Oto 11881bs. 11881bs. 0 11J -973 lbs. -973 lbs. 03 Lei 2 T1A 93 lbs. each 18 - 4 - 0 FINK 6 -10 -15 6.00 0.00 m, Joint 11 Joint 3 Joint 7 PO R 0 1bs 1418 lbs. 922 lbs. Q n o 6103 873lbs. - 5171bs. M ao -`� 2 T1B 97 lbs. each 18 - 4 - 0 FINK 6 -10 - 15 6.00 0.00 w@�ry die Joint 12 Joint 3 Joint 7 , F O lbs. 14031bs. 115311�;.0� 0Fr0 -840 lbs. - 965<11s. �. (Jir 5 T2 92 lbs. each 26 - 6 - 0 FINK 7 - 11 - 7 6.00 0.00 Joint 2 Joint 8 70-, IMF 1120lbs. 9491bs. -933 lbs. -650 lbs. ��•I 1 T2A 97 lbs. each 26 - 6 - 0 FINK 7 -11 - 7 6.00 0.00 Joint 2 Joint 10 10971bs. 8621bs. -897 lbs. -525 lbs. Job 11 -19 -06 Truss M1 Truss Type MONO TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 • • • ••• • • PlY ••• •• •• • • • •• •• • • • • • • _ • • • 1• • • • • • • • • Job Reference (optional) • `%'20Q s bci18 20b5 ? ffek Industries, Inc. Thu Jan 18 08:06:36 2007 Page 1 • • • • • • • •• • • 6 -0-0 • • • ••• • • • • • • • 8 -0 -0 • • • • • • • • • • ••• • ••• ••• • • 2x4 I I 2 2x4 I I 6-0-0 6 -0-0 Scale = 1:18.9 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.73 BC 0.15 WB 0.00 (Matrix) DEFL in (loc) Udefl Ud Vert(LL) 0.00 1 **** 360 Vert(TL) -0.08 1-3 >793 240 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 304/0 -8 -0, 3= 304/0 -8-0 Max Horz 1= 250(load case 2) Max Upliftl=- 111(load case 2), 3=- 245(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 153/94, 2-3 =- 248/273 BOT CHORD 1 -3=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 Ib uplift at joint 1 and 245 Ib uplift at joint 3. LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823_7303 JAN 18 2007 14337 Commerce Way Miami Lakes, FL 33016 Job 11 -19 -06 Truss T1 Truss Type • • • •• •• • • FINK : • : : :. • • • • Qty. • •• * : • • • PLY • •• • : 1: • • Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 ' `IMO s bcf 18 20051I1fffek Industries, Inc. Thu Jan 18 08:06:36 2007 Page 1 -2-0-0 4-10-4 0,-2-0 . . j3 -S -12 . . . 18-4-0 1 20-4 -0 I I I r 2 -0-0 4-104 :1-312: • ' . • 4342 i : • 4-10-4 2 -0-0 ' ' ' • Scale = 1:45.2 •• _ 4x$•• • •• • • 4 • •• ••• .• 6.00 12 ' • ' ' ' ' ' ' • ' • • • • pi.;„( • •• • • 2x4 \\ ••• • • • • • `1x4 // 3 5 6 �! ! m -, 7 I T 3x6 10 9 g 3x6 3x4 = 3x4 = 3x4 = 12 -0-8 18-4 -0 I I 6-3-8 5-9-0 6-3-8 Plate Offsets (X,Y) [2:0 -2- 10,0 -1- 81,[6:0 -2- 10,0 -1-81 LOADING (psf) SPACING 2 -0-0 CSI DEFL in floc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.50 Vert(LL) 0.07 8 -10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.11 8 -10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 2= 1188/0 -8 -0, 6= 1188/0 -8-0 Max Uplift2=- 897(load case 2), 6=- 897(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/83, 2-3 =- 1545/614, 3-4=- 1331/615, 4-5 =- 1331/615, 5-6 =- 1545/614, 6 -7 =0/83 BOT CHORD 2 -10 =- 229/1265, 9 -10 =- 46/899, 8-9= 46/899, 6-8 =- 229/1265 WEBS 3- 10=- 308/228, 4 -10 =- 118/435, 4 -8=- 118/435, 5-8 =- 308/228 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 897 Ib uplift at joint 2 and 897 Ib uplift at joint 6. LOAD CASE(S) Standard John A. liter, PE # 36205 305- 823 -7303 JAN 18 2007 14337 Commerce Way Miami Lakes, FL 33016 Job 11 -19 -06 Truss T1A Truss Type • • •. .. • • FINK : • : ; :a: • • • • Qty • .. : • • • Per .. : 1 • job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 • • G200tsbct•18 2085 ?1i�ek Industries, Inc. Thu Jan 18 08:06 :36 2007 Page 1 4-0-0 4-10-4 • 9 -2-0 • • I •134129 18-4-0 I I I 1 • • I • • • • • • • • • 4-0-0 4 -10-4 • • • 44-12 • • • • 43-12 4 -10-4 • • • • • • • • • • •.• •.. •4x6 = • • • • • • • • • • • Scale = 1:46.1 • • 6 '� 3x4 i ■ �� I'f V. ' 7 21 11 3x5 10 9 8 3x4 = 3x4 = 5x6 MI120= 3x4 = 6-3-8 12 -0-6 I 18-4-0 11.8 I 0-1-8 63-8 6-9-0 6-3-8 Plate Offsets (X,Y): [2:0 -2- 10,0 -1-81, 13:0- 1- 11,Edge], [7:0 -2- 10,0 -1 -8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.09 3 -10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.69 Vert(TL) -0.13 8 -10 >999 240 M1120 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.65 11 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 94 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND "Except" TOP CHORD Structural wood sheathing directly applied or 4-5 -15 oc 1-5 2 X 4 SYP SS purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7-5 -13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 1418/0 -8 -0, 7= 922/0 -8 -0, 11= 0/0 -1-8 Max Horz 3 =152(load case 2) Max Uplift3=- 840(load case 2), 7= -461(load case 2) Max Gray 3 =1418(load case 1), 7 =922(Ioad case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 = -0/0, 2-3 =0/164, 3-4=- 1370/601, 4-5 =- 1146/604, 5-6 =- 1346/767, 6 -7 =- 1562/773 BOT CHORD 3- 10=- 375/1068, 9 -10 =- 253/860, 8-9 =- 253/860, 7- 8=- 579/1296 WEBS 4 -10 =- 203/194, 5 -10 =- 37/248, 5-8 =- 294/518, 6-8 =- 348/323, 2- 11 =0/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality John A. liter, PE # 36205 assurance inspection. 305- 823 -7303 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 840 Ib uplift at Jii p q N , 8 2007 joint 3 and 461 Ib uplift at joint 7. LOAD CASE(S) 14337 Commerce Way () Standard Miami Lakes, FL 33016 Job 11 -19 -06 Truss T1B Truss Type • • ... •Qt• •• •• • • FINK : • : : :.: • • • • • •• : • • • Pl r ... •• • : 1: • • Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 - e "nods bc1'18 2005 i1Tf'ek Industries, Inc. Thu Jan 18 08:06:36 2007 Page 1 -4-0 -0 4-10-4 9-2-0 1 -- 1 18-4-0 20-4-0 4-0-0 4-10-4 • • •.4342' • • • • i -3':12 • 410-0 2-0-0 • ' • • Scale = 1:48.6 • • ••.• .•.4.= • • • • 6.00 •12 • ..� • 2x4• \' : : ' ' • • •' 2x4 // 4 6 41? 3 T "ill 3x4 i C' hil .J 8 Iqr K 21 12 11 10 9 4x4 P 3x4 = 3x4 = 5x6 MI120= 3x4 = 4111.8 6-3-8 12 -0-6 18-4-0 1 1 1 0 -1-8 6-3-8 5-9-0 83-8 Plate Offsets (X,Y). [2:0 -2- 10,0 -1-8], [3:0- 1- 11,Edge], [7:0 -3- 10,0 -2 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.10 3 -11 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.68 Vert(TL) -0.13 9 -11 >999 240 MI120 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.65 12 n/a n/a BCDL 10.0 Code FBC2004(TPI2002 (Matrix) Weight: 97 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 4-10 -14 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 3= 1403/0 -8 -0, 7= 1153/04-0, 12= -0/0 -1-8 Max Harz 3=- 20(load case 2) Max Upiift3=- 809(load case 2), 7=- 884(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/0, 2- 3= 0/164, 3-4=- 1340/539, 4-5 =- 1117/543, 6-6 =- 1263/590, 6 -7 =- 1476/588, 7-8 =0/83 BOT CHORD 3 -11 =- 147/1041, 10 -11 =- 22/833, 9 -10 =- 22/833, 7-9 =- 206/1203 WEBS 4 -11 =- 199/187, 5- 11=- 50/247, 5-9 =- 124/440, 6-9=- 306/225, 2- 12 =0/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. John A. liter, PE # 36205 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 305- 823 -7303 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 Ib uplift at joint 3 and 884 Ib uplift at joint 7. JAN 1 8 Zoos LOAD CASE(S) Standard 14337 Commerce Way Miami Lakes, FL 33016 Job 11 -19 -06 Truss T2 Truss Type • • ••• • •• •• • • FINK : • : : :•2 • • • • Qty • • •• : • • • PIv • •• : 1 • • Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 ' ' 6.20ds Oct'18 2065 NI ek Industries, Inc. Thu Jan 18 08:06:36 2007 Page 1 -2-0-0 6 -10-12 ' 13-3-0 ...' 16-8 -0 1r ' l ' • • •• • • • • • • • 2 -0-0 640 -12 • • • • • 604* • • _3S-0 048-0 �x6 6.QD Fr : • • Scale = 1:49.5 • ••• ••• ••• • • 5 •• • • • •• ••• •• • . r... • .. 2x4 11 •2x4• • • •. • 6 • ••� • • • • 4 0 M 4i M 2 - �� 3x5 i 10 9 8 3x4 = 3x4 = 3x4 = 9-0-3 1 I I i 9-03 7 -7 -13 Plate Offsets (X,Y): [2:0 -2- 10,0 -1-8j LOADING (psf) SPACING 2 -0-0 CSI DEFL in floc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.50 Vert(LL) -0.06 2 -10 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.23 2 -10 >850 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 92 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND *Except* TOP CHORD Structural wood sheathing directly applied or 5 -7-6 oc 1.4 2 X 4 SYP SS purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7 -1-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1120/0 -8 -0, 8= 949/0 -8-0 Max Horz 2= 491(load case 2) Max Uplift2=- 848(load case 2), 8=- 606(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/83, 2-3=-1316/521, 3-4=- 993/480, 4-5 =- 854/506, 5-6=- 83/118, 6 -7 =0/33, 6-8 =- 222/243 BOT CHORD 2- 10=- 619/1052, 9 -10 =- 181/362, 8-9 =- 181/362 WEBS 3- 10=- 542/473, 5 -10 =- 341/755, 5 -8=- 793/433 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 848 Ib uplift at joint 2 and 6061b uplift at joint 8. John A. liter, PE # 36205 305- 823 -7303 LOAD CASE(S) Standard JAN 1 8 2007 14337 Commerce Way Miami Lakes, FL 33016 Job Truss Truss Type • • • • • •Qty• Ply • • •• •• • • • •• •• 11 -19 -06 T2A FINK • • • • • •Z : • •• •• • • • •• • • • This safety alert symbol is used to attract yogi!. A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. • • • • • •• • • • ip . • 10, • • ®CAUTION: A CAUTION identifies safe dpilrattog practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet:. COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES@ It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the projectArchitect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed. contractor,' erector or erection contractor'`` is ad. vised to obtain and read the entire booklet "Com . mentary and Recommendations for Handling, In-",' stilling & Bracing Metal Plate Connected Wood': Trusses, HIB -91• from the Truss Plate Institute: • • • • ••• • • • •• •• • • • • • • D J'1 R: A DANGER designates a condition where failure to follow instructions or heed warn- _ ing• will most likely result in serious personal • _ injuryy O death or damage to structures. •• IN A RNaNG: A WARNING describes a condition 1MA where failure to follow instructions could result in • sever.e personal injury or damage to structures. • • • • • • • ••• •• TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, due tothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION Ail temporary bracing should be no less than 2x4: grade marked lumber. All connections should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dan a with' design drawings prior to installation. USS STORAGI CAUTION: Trusses 'should not be unloaded on rough terrain or uneven surfaces which. could cause damage to the truss. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Promo 1 • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • a • • • ••• • • a • •• • •. WARNING: Do not lift single trusses with spans AWARNING: Do not attach cables, chains, or ' hooks to the web members. Tag Une 60° or less Approximately Approximately Tag '/a truss length '/a truss length Une Truss spans less than 30'. Spreader Bar I\I` 111` 1EAMIlaI Toe In Toe In Spreader Bar Toe In Approximately 1/2 to %truss len th Less than or equal to 60' Tag Line greater than 30' by the peak. • • • • • • • • • MECHANICA• L• • • •' • ' I S?ALLl�TID 1. • •' • • •• • • • •• ••• • • • .-4,0,iN.:'-' • • •• Lifting devii;es sFiould be connecibd to the truss lop chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Toe In Approximately 1/2 to i truss len th Less than or equal to 60' Tag Une Tag Une Strongback/ SpreaderBar 10' j Strongback/ SpreaderBar At or above t mid- height Tag Une Approximately V3 to 3/+ truss length Greater than 60' 10' 10' Approximately .J % to 3/0 truss length Greater than, 60' CAUTION '_Temporary bracing. shown In thin summary sheet is adequ.ate,for the Installation', of trusses with similar 'conflgurations Consult a registered! professional engineer If a ;different bracing errangement�ris .desired:. The ,engineer may, design .bracing Art accordance: withl .TPI's Recomrnended. Design ;Specification for Temporary' Bracing: Of Metal Plate Connected Wood Trusses; "DSB =89 and insome cases determine that a wider spacingrIs possible. GROUND BRACINGI'BUILDING INTERIOR <yi f j N:. GROUND BRAOI. ILDING EXTERIOR Typical vertical attachment Plan End Wall Si Ground Brace Verticals (GBv) trues of b roup of true I (ES) Strut Backup ,r �� 11 ,1 (ST) ground stake Driven ground stakes CAUTION: Ground bracing required for ail Installations. v Typical horizontal tic member with multiple stakes (HT) 12 —1 4 or greater '11,4417,,,Z6.. b.. ,. `111111■WINI • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • ••• •• • • • • ••• • • • • • • • •'. • • • S' , •', • , • •. • • MINIMUM •PcfCH, • • • TOP CHORD LATERAL BRACE SPACING(LB& TOP CHORD DIAGONAL BRACE SPACING (DBS) r# trusses] SP /DF SPF /HF L�JQ to 32' • • tOte •4/12 8' 20 15 32' 4 %' •4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Oy gr 60'. . . • See a registered professional engineer • JOIF - Douglas Fir -Larch kiF • - Hem -Fir All lateral braces ,\.lapped at least 2 trusses. Top chords that are laterally braced can buckle togetherand cause collapse if there lane diago- nal bracing. Diagonal bracing ishould be nailed to the underside of the top chord when puriins are attached to the topside of the top chord. SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater *1-.1 Attachment Required w C nD TRUSS WARNING: Failure to follow these recommendations could result in severe personal Injury or damage to trusse or,buiidings,‘ , Up to 28' MINIMUM:; PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) 1 [# trusses] SP /DF SPF /HF 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required — SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 sr; !qqeQ 12 5 r— 4,„/11// rAiegroir ANIMIVAIINV 4„..717- 4 / Top chords that are laterally braced can buckle together and cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS 12 ---j 4 or greater • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • 11 • • • • • • • • • • • • • ••• ••• • • • • • • • • • • •PWN ••• •• • • • • • MINIMUM •'iCH p• BOTTOM CHORD LATERAL BRACE SPACING(LB& BOTTOM CHORD DIAGONAL BRACE SPACING (DB& (# trusses] SP/DF SPF /HF yto32•.• : 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Cover 69: • • See a registered professional engineer • • • • •• - • • DF - Douglas Fir -Larch •• • • • •HF - Hem -Fir rl!► Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. 1:RiaPL■NI AWARNING: Failure to follow these recommendations could result In severe personal injury, or damage to trusses or buildings: Cross bracing repeated at each end of the building and at 20' Intervals. 45° Permanent continuous lateral bracing as specified by the truss engineering. WEB MEMBER PLANE alas • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • •• SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) • TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trussesl• • SP /DF SP /I;F • j Up to 32' 30" 8' 16 1 Q : 1 Over 32' - 48' 42" 6' 6 . 4 ' • Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir • .?St'4216 PARALLEL ' GsHbRD•TIItrSS og ri are l i I ifth can buckle eth 4aid ct ogap p Nth r isnodi a diago- nal boating. eiagonal bragingshould be nailed to the underside of thiotollcherd when purlins are at?ttchUt8the topatde otithe top chord. • • • •• ••• •• Continuous -- Top Chord Lateral Brace Required 10' or Greater 111 Attachment , Required — 30° or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are stability and must be dup both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal Injury or damage to trusses or buildings: 4x2 PARALLEL' CHORD TRUSS:TOP' CHORD: Top chords that are laterally braced can buckle togetherand cause collapse if there fano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when pudins are attached to the topside of the top chord 1y Continuous Top Chord Lateral Brace Required 7-191 4 10' or Greater Attachment Required 30'(OBs) End diagonals are esseftla! for" stability and must be dupli atet both ends of the truss system. Frame 5 31/2° Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. • •• • • SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) • TOP CHORD DIAGONAL BRACE SPACING (DBS) I# trusses] • SP /DF SPF / , F• Up to 24' 3/12 8' 17 1 Over 24' - 42' 3/12 7' 10 6 • Over 42' - 54' 3/12 6' 6 4 Over 54' _ See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir ••• • • • ••• • • • •• •• • • , • • • • • • • ••• • • • • • • • • • ••A • • • • ••• • • • •• • • • • • • • • • • • • • • • ••• ••• •• 12 13 or / greater / 4& el a• e• • • • u• • • ,..1).4 Co 4.. • i