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RC-05-1413Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/15/2008 Inspector: Grande, Claudio Owner: LUDICKE, ROBERT & ALLISON Job Address: 9999 13 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: RRC DEVELOPMENT COMPANY Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number (305)754 -2903 Parcel Number 1132050090460 Lot: Phone: (305)598 -8761 Building Department Comments ADDITION OF 2 BEDROOMS & BATHROOMS BUMP OUT FRONT OF HOUSE Passed Gt� j 1' Inspector Comments CREATED AS REINSPECTION FOR INSP -2191. Pending submittal of final Engineers certification letter.10 /30/07 CG Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, January 14, 2008 Page 1 of 2 4 Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305 -795 -2204 Fax: 305 -756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.12 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 Residential Construction Bldg. Permit No. RC -12 -05 -1413, Owner ROBERT & ALLISON LUDICKE Contractor RRC DEVELOPMENT COMPANY Subdivision/ /Project <NONE> Date Issued Construction Type ADDITION Occupancy 9999 13 Avenue NE Miami Shores Village EL 33138 Location. 01/16/2008 Single Family Buildin• Officials Approval 1lVaudio Grande, CBO Not Transferable POST IN A CONSPICUOUS PLACE ,Ty fail. ? —x c i,.a, <F ix ii':i >;i,'r °,.. Miami Shores Village w Building Department IMIZMEV'Ml 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 a DEC 1 4 2006 ig Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ali Str ' fle � Permit No. PERMIT APPLICATION Master Permit No.: W S - J4}`� FBC 2001 Permit Type (circle): : wilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) /41-150^/ Li/ Dl C h(. f Phone # Owner's Address 91 9 9 NE 13 /0 v City PI 1 k M) .510Z) k-S State ' l Zip 331 9-5 Tenant/Lessee Name Phone # 30 1-7 6 g 9 9 t Job Address (where the work is being done) .A/./N-t; City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 12-• it L P V Phone # i(S)K 2,1e spa 3 Contractor's Address (c1 3 r Std City /4/AM j State L Zip 33 ! 9 Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit , 0 Square Footage Of Work: Type of Work: Addition ['Alteration ❑New ID Repair/Replace ■,;� a ition Describe Work: 1 UW * * * * * * * * * * * * * * * * * * * * ** *,rat * ** Fees ** ** * * * * * * * ** ***** ** * * * ** * * * ** ci Submittal Fee $ Permit Fee $ ..g.- --' ' CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ COICC. 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 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 reinspect fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by soI C.11%1rV�F who istpersonally know�i jto me or who has produced T1 L NOTARY PUBLIC: NOTARY PUBLIC: Sign: As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by Loi ti r c <ON who i ' ersonally known o me or who has produced L as identification and who did take an oath. Sign: aria ( 0111e 0 Print: My Commission Expires: Vg'; Jam`. Ycom • t * ** * *, * * ** *, **** ** ** * * *, * ** *or .�i' A* ,iWQ ' * Pt': NNoTAAY'"m 2130 Print: c Commission #DD48 y° ` ®'ate.: .. A InJ: 4° 09 um ;.J�:Q�o Expires: OCT CT, 16, . :Expires; OCT 16, 2009 My Commission Expir ; APPLICATION APPROVED BY: chc 05/13/03 PIans Examiner Engineer Zoning Miami Shores Village laCIEUVu Buildin g Department artment OCT 0 4 2006 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: o - -- Tel: (305) 795.2204 Fax: (305) 756.8972 - - - , BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ALI 5®A / L-u 1 c-V e Phone # ✓ 0 5 }7 51 / Owner's Address 1 9 % Tv G --11, AV- city !Am ? siAon..e, State Zip -1"13 Tenant/Lessee Name Phone # Job Address (where the work is being done) 9991 D6 1- �U City Miami Shores Villa e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address R- L- D E\/ Phone # City State Zip 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 $ EV 1 s 0 - Type of Work: DAddition Square / Linear Footage Of Work: ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ✓ OPJ T Y2- V e..11 4(1-1Z Lo c TA) Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ S...? , 0b, Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's. Address City State 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 AI(k1DAVIT: 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 Contactor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: '7a/44 Sds-u C? is 0/5 ok. (Revised 02/08/06) Plans Examiner Engineer Zoning teg 41 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATI FBC 2004 Permit Type (circle): Owner's Name (Fee Simple T lehol�er) Owner's Address cciq c M Permit No. (?O - /42) Master Permit No. Plumbing Mechanical Roofing Phone # City �r. ° � \� e y State Tenant/Lessee Name Zip Phone # l Job Address (where the work is being done) '999 N 6 1-1-1. Ai* City Miami Shores Vill. e County . Miami -Dade Zip 3. ) 3 8 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Nami. Y s .., r rn one #*--) SC.0 csf-- 'T.'' Contractor's Address j6((pj", `Y) A- \.42._._ City_ ` ∎ State (_... Zip___'S (Q Qualifier Name _ .� . i► a r - Phone # 3cj - ------) State Certificate or Registration No. ,Ce'_,®®9Sc$4 Certificate of Competency No. Architect/Engineer's Name (if applicable)Z1 Pi GNivST Phone # .3QS 3Q3 Cs-4-- Value of Work For this Permit $ 1 Q 0 � 00 0 Square / Linear Footage Of Work: Type of Work: Addition - Alteration Describe Work: /d 7 J T1 Qj' [New ❑ Repair/Replace ❑ Demolition 2 (3(— D gig oPIs ;2.- `SSA-Ng®gM * * *, * * * * *,x ** *, *** ** * * *** **** ** * * * * * ** Fees*************** * * * * * * * * * * * * * * **** *x ** **** **yy* Submittal Fee $ Permit Fee $ 4-03-00 CCF $' CO CO /CC I Lill • Co Notary $ Training/Education Fee $ 50{7.0 Technology Fee $ 1) 250 Scanning $ 4 "00 Radon $ 00 DPBR $ 400 Zoning $ Bond $ -303.051 . Code Enforcement $ Double Fee $ Structural Review. $ 00 j' t Total Fee Now Due $ 5 ' See Reverse sided). 14PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 2.1 d a y of ,QVci ,20 ®6, by Au.ISoy c.k(- who nally kno to me or who has produced F PI- As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this Z:1— day of who • A U A , 20 a , by R4 fi cRAC-WAI on y kn o to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: I ► (L2.. \ � u, - � • . p Sign: . ai L '� - ° . .� emmuuero° of 1, omedo Print: t•-1964r2 \ f 1' t4.91t. commission #DD482130 Print 'f fk Atct. ' '4.' °sign #DD482130 ,no 2009 '$` ' 6 My Commission Expires: = 4. ^'''lt:" Expires: OCT. 16, My Commission Expires ,��• ::�eg'Expires: OCT. 1 , 2009 ° °hy ,Fmm,"0 WWW.AARONN0TAR4.eom ° ° i 6i$5). °� pARONNOTAAYCOm ************************** vY**** 9e�Y�Y�Y�k�kzYk �Y�Y4r�F�e# 9c9c�k�Y4emY�Yat4esY :FoY�Y4c�Y�Yk9e9c4 *** *a *** *,Y�Y�Yat****�Y9ea�lNiosolv***ww fe9c****4r*** ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/14/2008 Inspector: Grande, Claudio Owner: LUDICKE, ROBERT & ALLISON Job Address: 9999 13 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: RRC DEVELOPMENT COMPANY Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Block: Phone Number (305)754 -2903 Parcel Number 1132050090460 Lot: Phone: (305)598 -8761 Building Department Comments ADDITION OF 2 BEDROOMS & BATHROOMS BUMP OUT FRONT OF HOUSE 5 Zoe i C Passed Li b f/ Inspector Comments CC BROUGHT BY (,&(: CONTRACTOR ON JAN 14/2008 ()Li V Failed .,', —_ - -- Correction Needed Re- Inspection. Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, January 14, 2008 Page 1 of 2 C December 18th, 2007 Village of Miami Shores — Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Civil and Structural Co Quality and Innova i)�` r '.. = 111 JAN 1 4 2000 BY: Re: STATEMENT OF INSPECTION — SPECIAL INSPECTIONS Permit No. 05 -1413 LUDICKE RESIDENCE -9999 NE 13th Avenue, Miami Shores, Florida Dear Building Official: I, Tom Marinos, P.E. having performed by my authorized representatives and myself, as stipulated in the special inspector forms and approved the constructed structural components do hereby attest that to the best of my knowledge, and professional judgment, the structural components as follows: • REINFORCED MASONRY (FBC 2122.4) • ROOF TRUSSES, TRUSS CONNECTORS, and BRACING • AUGER CAST IN PLACE PILES (As certified by Soilprobe Engineering & Testing Inc., dated 10 -01 -2006 by (Mr. Paul Penna, P.E.) for the above referenced building are in compliance with the approved plans and other approved permit documents. This document is being prepared in accordance with the Florida Building Code and is being submitted to the Village of Miami Shores, Building Department at the time of the last inspection with the application for a Certificate of Completion/Occupancy for the above referenced structure. If you have any questions or concerns in regards to the above matter, please do not hesitate to contact our office at (954) 437 -3111. Thank you. Respectfully Submitted, G.H.M. Group, Inc. TomVIarinos, Civil and Structural Engineering -Reg. No 51562 \m es\ \ins ect\LUDICKE RESIDENCE — FINAL INSPECTION Y� Y� u'P P Koi STRUCTURAL 6 1 OF 2 9050 PINES BLVD, SUITE 190, PEMBROKE PINES, FLORIDA 33024 TEL: 954.437.3111 FAX: 954.437.3137 • • ••• • • • • ••• James A. Chastanet, KA.' : : : • • ••• • • • ••• James A. Chastanet, RA'.': • • • • .'• • • • AR0012611 • • • •'• Architecture Planning Interiors • • • ••• 4361 S.W.11t` Street, Miami Florida 33134 tel3053036545 fax 305447.15g1: • • • .•• ••• •••• iachastanet@aol.com • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • Apra 11, 2007 To: Miami Shore Villlage Building Department 10050 NE 2nd Ave Miami Shores, Florida, 33138 Attention: Building Inspector Re: Addition and Modifications to Existing Residence 9999 NE 13th Av. Miami Shore, Florida Permit: 05 -1413 •• • • • •• ••• ••. • • • • • • • • • •• • • • • • ••• •• pomnvai APR 1 6 2007 !' °.► B Y: Please be advised that the exterior soffit vents sized 14" x 7 -1/2" and spaced at 48" o.c,. as installed, are acceptable for the above- referenced Project. Should you have any questions or need any additional information, please do not hesitate to contact me. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/17/2006 Inspector: Dacquisto, David Owner: LUDICKE, ROBERT & ALLISON Job Address: 999913 Avenue NE Miami Shores Village, FL 33138- NOV 212006 Project: <NONE> Contractor: RRC DEVELOPMENT COMPANY Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number (305)754 -2903 Parcel Number 1132050090460 Lot: Phone: 305 - 661 -8651 artment Comments Thursday, November 16, 2006 Page 1 of 2 Passed Inspector Comments t ( r Q l� 0 p -� / C a--, . ,L..---V- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, November 16, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 fjt Inspection Date: 03/22/2007 Inspector: Grande, Claudio Owner: LUDICKE, ROBERT & ALLISON Job Address: 9999 13 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: RRC DEVELOPMENT COMPANY Permit Type: Residential Construction Inspection Type: WINDOWS AND DOORS Work Classification: Addition Block: Phone Number (305)754 -2903 Parcel Number 1132050090460 Lot: Phone: 305 -661 -8651 Building Department Comments ADDITION OF 2 BEDROOMS & BATHROOMS BUMP OUT FRONT OF HOUSE MAR 2 3 2007 Passed yjr-, 1 spector Comments CREATED AS REINSPECTION FOR INSP -2182. Some windows are missing tapcons and some angle clips on mullions are missing tapcons at bottom of windows. Check all windows. 3/19/07 CG. ✓ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, March 21, 2007 Page 1 of 2 reit% PE. To: MR & MRS. ROBERT LUDICKE Production List Job Number: Page: 1 Date: 11 -27 -2006 - 10:18:19 AM Project ID: 6K10 Project: 9999 N.E. 13 AV. Block No: Model: Lot No: Contact: Site: Office: Deliver To: 9999 NE 13 AVENUE MIAMI SHORES, FL. Account No: Designer: mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 4 CJ9 62 lbs. each 9 -10 -1 2X6/2X4 ROOF TRUSS 2.83 0.00 3 -7 -2 0 -0 -0 30 BF -Ea 121 Total �� 2 H1 94 lbs. each 20 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 2 -6 -8 0 -0 -0 44 BF -Ea 88 Total 4 (2) 2 -Ply HG1 91 lbs. each 20 -0 -0 2X4/2X6 ROOF TRUSS 4.00 0.00 2 -6 -8 0 -0 -0 43 BF -Ea 171 Total 1 _aii_ 8 J1 10 lbs. each 1 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 2 -6 -8 0 -0 -0 5 BF -Ea 43 Total 8 J3 17 lbs. each 3 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 2 -6 -8 0 -0 -0 8 BF -Ea 64 Total 6 J5 23 lbs. each 5 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 2 -6 -8 0 -0 -0 11 BF -Ea 68 Total 2 J5A 15 lbs. each 5 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 7 BF -Ea 15 Total 8 J7 29 lbs. each 7 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 2 -6 -8 0 -0 -0 14 BF -Ea 112 Total 4 T1 89 lbs. each 20 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 2 -6 -8 0 -0 -0 43 BF -Ea 171 Total 2 V11 35 lbs. each 12 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 17 BF -Ea 35 Total 2 V15 49 lbs. each -16 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 23 BF -Ea 47 Total 2 V3 9 lbs. each 4 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 5 BF -Ea 11 Total ,.� 2 V7 21 lbs. each 8 -0 -0 2X4/2X4 ROOF TRUSS 4.00 0.00 0 -0 -0 0 -0 -0 11 BF -Ea 21 Total •• ••• • • • • • •• . • • • • • • • • • •• ••• •• • • • •• • • • ••• ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • 00 . . •REMBERTO CONTRERAS, P.E ... Consulting Engineer Civil/Structur: • 3.0 I.W. •867• Avenue, #C -101 • • • • • Itlialli, CL 33172 .•'•:l?hdne.(3(1:5J'6T -6797 _ , reit% PE. Job 61(10 Truss CJ9 Truss Type ROOF TRUSS Qty 4 Ply 1 MR & MRS ROBERT LUDICKE 0001 Job Reference (optional) BEST TRUSS CO, MIAMI, FL BEST TRUSS CO. 8.400 s Oct 9 2006 MITek Industries, Inc. Mon Nov 2710:18:40 2008 Page 1 - 319110 -3-7 -2 5-5-0 1 9-10-1 1 0-2-8 3-7 -2 5-5-0 4-5-1 Scale = 1:23.4 2.83 Fli 2x4 MI12011 3x4 M1120--:---- 4x9 MI120- 6, • ! IN 3 .. 12 2 11 0 3x4 MI120= Wiri 3 1 10 9 8 T �r loll 3x6 M1120= 2x4 MI12011 5x8 M1120= -3-7 -2 5-5-0 9-10 -1 1 1 1 1 3-7 -2 5-5-0 4-5-1 Plate Offsets (X,Y): [1:0 -1- 15,0 -1-8], [4:0- 4-8,Edge], [8:0- 3-8,0 -2 -12] LOADING(psf) SPACING 2 -0-0 CSI DEFL In (lot) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) -0.05 2 -9 >999 240 MI120 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.51 Vert(TL) -0.05 8-9 >999 180 BCLL 0.0 Lumber Increase 1.33 WB 0.31 Horz(TL) -0.12 10 n/a n/a BCDL 10.0 Rep Stress Incr NO Code FBC2001IANSI95 (Matrix) Weight 63 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 *Except* TOP CHORD Sheathed or 8 -0-0 oc puffins. 14 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-2 -11 oc bracing. BOT CHORD 2 X4 SYP No.2 WEBS 2X4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2=84010 -11.5, 8=804/Mechanical, 10=010-2-2 Max Horz 2=517(Ioad case 2) Max UpIift2=- 828(load case 2), 8=- 1023(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tenslon TOP CHORD 1-11=0149, 11-124160, 242=0/60, 24=- 9451415, 3-4=- 21510, 44=- 203168, 54= -1010 BOT CHORD 2- 9=- 754/855, 8- 9=- 754/855, 74=010 WEBS 3- 94/177, 3-8=- 8021798,1- 10=010, 5. 9=4171797 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h=15ft; TCDL=9.0psf; BCDL4.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C-C Exterior(2) - 3 -7 -14 to -0-7 -14, Interlor(1) -0-7 -14 to 5-7 -2, Exterior(2) 5-7-2 to 9 -10 -1; Lumber DOL =1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Bearing at Joint(s)10 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at Jolnt(s)10. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 828 Ib uplift at Joint 2 and 1023 Ib uplift at joint 8. 8) This truss design conforms With high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters Indicated. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) • • ••• • • • • • • • 1) Regular. Lumber increase=1.33, Plate Increase=1.33 Pit metal=1.38 Uniform Loads (pif) • • • Vert 1- 12=-90 • • • • • Trapezoidal Loads (plf) • • ••• • • • • • • • Vert: 124(F=45, X45)- to-5=- 215( F= -63, B=.63), 5=- 155(F= -63, B=- 83)- to- 6=- 161(F=.66, B= -68), 2=- 2(F=9, B=9)-to-7=-49(F=-15, B=-15) 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metal =1.33 Uniform Loads (plf) Vert 1- 11=160,11 -12=77 • • • ••• ••• ••• • Hors: 1 -11=- 178,11 -12 -95 • • • • • • • • • • Trapezoidal Loads (pit) Vert 12=- 93(F= -85, B=85)- to- 3=138(F=30, mod}, 3!2,(F30, 1)-to'!397(F''111t X1:11, 5=219(F=118, B=118)- to4=230(F=124, B= 124), 2=-1(F=5, B=5)-to-7=-30(F=4, B=9) Horz 12=93(F=94, B=94)- to-2=77(F 86, B=86), 2=77(F 86, B86)- to-3=162(F=33, B= -33), 3=-245(F=43, 8=- 33)- to- 5= -440(F -131, B -131), 5=-282(F-131, B - 131) - too= -275(F -137, B=-137) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job 6K10 Truss H1 Truss Type ROOF TRUSS Qty 2 Ply 1 MR & MRS ROBERT LUDICKE Job Reference (optional) 0002 BEST TRUSS CO., MI NtI, FL BEST TRUSS CO. 6.400 s Oct 9 2006 MITek Industries, Inc. Mon Nov 2710:18:412008 Page 1 -2-6-8 5-2 -13 9-0-0 11 -0-0 14-9 -3 ( 20 -0-0 I I I I 2-6-8 5-2 -13 3-9-3 2 -0-0 3-9-3 5-2 -13 Scale = 1:41.4 4x9 MI120= 4x9 MII20= 4.00 Fi 4 5 3x4 M1120 % r = 3x4 M1120-=.- 3 6 .. .t 14 M 2 3x4 MII20 7 !i • 111 ` I4. 1 1 c �i 1l 12 11 10 9 8 3x6 M1120= 3x6 M1120= 2x4 M1120 I I 3x4 MI120= 3x4 M1120= 2x4 MII20 3x4 M1120= 5-2 -13 9-0-0 11-0-0 14-9 -3 20-0-0 I I I I 5-2 -13 3-9-3 2-0-0 3-9-3 5-2 -13 LOADING(psf) SPACING 2 -0-0 CSI DEFL In floc) Ildefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) 0.11 11 -12 >999 240 M1120 249/190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.63 Vert(TL) -0.14 11 -12 >999 180 BCLL 0.0 Lumber Increase 1.33 WB 0.22 Horz(TL) -0.11 13 nla nla BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANSI95 (Matrix) Weight 95 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 "Except" TOP CHORD Sheathed or 3 -11 -11 oc puffins. 1-4 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 5-7.6 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 7=104310 -8- 0,13 10 -1-8, 2=135210 -8-0 Max Horz 2=33(load case 2) Max Uplift7=718(Ioad case 2), 2=- 1025(load case 2) Max Gray 7=1043(load case 1), 2=1352(load case 1) FORCES (1b) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 /59, 2-3=- 2115/1026, 3.4=- 167611014, 4- 5-154911013, 6.8=- 1681/1025, 6. 14=2167/1349, 7 -14=- 2267/1331 BOT CHORD 2-12=-75911876, 11-12 - 759/1876,10 -11=- 658/1549, 9- 18=-110812035, 8-9=-1106/2035, 7-8=- 110812035 WEBS 3 -1201 140, 3- 11=486/119, 4.11 - 711261, 5-10=-167/288, 6-10=-638/512, 6- 8=0/141,1- 13=0/0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3-second gust); h=15ft; TCDL=9.0psf; BCDL3.0psf•, Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2) - 2 -7 -11 to 0.4-0, Interior(1) 0-4-0 to 16-8-0, Exterior(2) 16-8-0 to 19 -8-0; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Bearing at joint(s) 13 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at Joint(s) 13. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 718 Ib uplift at Joint 7 and 1025 Ib uplift at Joint 2. 7) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 PIt Wi talet38 • • • • • • • Uniform Loads (p1f) • • • Veit 1-4=-90, 4-5= -90, 5 -7 =90, 2-7=-20 • • • • 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 PIt. fietal=1t33 Uniform Loads (plf) • • ••• • • • • • • • Vert 1- 2=128, 2-4=73, 4-5=82, 5- 14=73, 7- 14=128, 2-7=-12 Horz 1 -2 -146, 2. 4=41, 5- 14=91, 7- 14=146 3) 1st unbalanced Regular. Lumber Increase=1.33, Plato Incregpe=1.33 Bit met61y1.33 • • • • • • Uniform Loads (p1f) • • • • • • • • Vert 1-4=40, 4- 5=-90, 5- 7=-30, 2-7=-20 • • • • • • • • • • 4) 2nd unbalanced Regular. Lumber Increase=1.33, Pia%:nciea4=1'.331314netarpl.3.4' • • • • • Uniform Loads (p1f) • • • • • • • Vert 1.4=30, 4- 6=-90, 5-7=-90, 2-7=-20 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job ■ 81(10 Truss HG1 Truss Type ROOF TRUSS Qty 2 Ply 2 MR & MRS ROBERT LUDICKE Job Reference (optional) 0003 BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 6.400 s Oct 9 2008 MITek Industries, Inc. Mon Nov 2710:18 :42 2008 Page 1 -2-6 -8 7-0-0 13-0-0 20-0-0 1 1 1 1 2-6-8 7 -0-0 6-0-0 7-0-0 Scale = 1:41.2 4x9 M1120= 4x9 M1120= 4.00 12 3 4 10 c r. 2x4 MIIZO %/ 1 / 2 5 N I o ° m - `: 8 7 6 31x6 MII20= 3x6MI120= 2x4 MII20 I I 4x9 MII20= 2x4 MII2011 7 -0-0 13-0-0 20 -0-0 1 1 1 7 -0-0 6-0-0 7-0-0 1 LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loc) Ildefl Lid PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.87 Vert(LL) 0.27 6-8 >866 240 M1120 249/190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.51 Vert(TL) -0.21 6-8 >999 180 BCLL 0.0 Lumber Increase 1.33 WB 0.19 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Rep Stress Incr NO Code FBC2001 /ANSI95 (Matrix) Weight 1841b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7 -11 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-2 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=2114/0 -8 -0, 2=2423/0 -8-0 Max Horz 5=93(load case 2) Max Uplift5=- 2024(load case 2), 2=- 2530(ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 166, 24=- 528714968, 3.4=- 4930 /4813, 4- 10=- 518214954, 5-10=- 5284/4931 BOT CHORD 2-8=- 4370/4862, 7 8- 1435/4930, 6-7=-443514930, 54=-4372/4862 WEBS 3- 8=- 1107/1237, 4-6=- 1073/1217 NOTES 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except 11 noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98; 148mph (3- second gust); h=15ft; TCDL= 9.0psf, BCDL=6.0psf; Category 11; Exp C; Kd 1.00; enclosed; C-C Exterior(2) -2 -7 -1 to 0-4-0, Interior(1) 0.4-0 to 16-8 -0, Exterlor(2) 164-0 to 194 -0; Lumber DOL=1.33 plate grip DOL =1.33 Plate metal DOL=1.33. 5) Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2024 Ib uplift at Joint 5 and 2530 Ib uplift at Joint 2. 7) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters Indicated. 8) Girder carries hip end with 7 -0-0 end setback 9) Hanger(s) or other connection devlce(s) shall be provlid tuff t is 4 p'rPc4oneent iaad(s) 706 Ib down and 851 Ib up at 13-0-0, and 706 Ib down and 851 Ib up at 7 -0.0 on bottom chord. a design /81st o sytrh n on devlce(s) Is the responsibility of others. � • •• • • • • ••• • LOAD CASE(S) • 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit iiretaliith • • • • • • • Uniform Loads (plf) Vert 1- 3=-90, 3-4=416(F=-26), 4- 5=-90, 2. 8=-20, 6- e= -120(F -100), 5-6=-20 Concentrated Loads (Ib) • • • ••• • • • ••• Vert: 8=- 706(F) 8=- 706(F) • • • • • • • • 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1% eIt tell 33: • : • • • • • • • • • Uniform Loads (pif) • • • • • • • • • • Vert 1- 2=186, 2 -3=73, 3.4=124(F=42), 4-1043! 5- 10=428, 2-8=-12,41-8=1412(F=114),44=-12. Horz: 1-2=-204, 2- 3=-91, 4- 10=91, 5- 10=146 Concentrated Loads (Ib) Vert d Regular: Lumber s: �e4 391st unbalanced Regular. Lumber Increase=1.33, Plate Rt °g', 33 t I • ' • Uniform Loads (p1f) • • • • • • • • • Veit 1- 3=-90, 3- 4=- 116(F= -26), 4-5=-30, 2 -8=-20, EI:8-- 11011b•1 :0), 20 • • • • • • ••• • • • ••• • • Continued on page 2 Job 6K10 Truss HO1 Truss Type ROOF TRUSS Qty 2 Ply 2 MR & MRS ROBERT LUDICKE Job Reference (optiona0 0003 BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 6.400 s Oct 8 2008 MITek Industries, Inc. Mon Nov 2710:18:42 2008 Page 2 LOAD CASE(S) Concentrated Loads (lb) Vert 8=- 706(F) 6=-700(F) 4) 2nd unbalanced Regular. Lumber Increasea1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pH) Vert 1 -3=30, 3-4=-116(F=-26), 4- 6=-90, 2-820, 6.8=- 120(F=- 100), 6.6= -20 Concentrated Loads (lb) Vert 8=-706(F) 6=706(F) •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • .lob 6K10 Truss J1 Truss Type ROOF TRUSS City 8 Ply 1 MR & MRS ROBERT LUDICKE Job Reference (optional) 0004 BEST TRUSS CO, MIAMI, FL. BEST TRUSS CO. 8.400 s Oct 9 2006 MITek Industries, Inc. Mon Nov 27 10:18:42 2006 Page 1 -2-6-8 1-0-0 3 2-6-8 1 -0-0 le =1:7.0 ' 2 4.00 12 JI I 3x4 MII20 1 5 4 0 1-0-0 1 3.61420_ 1-0-0 Plate Offsets (X,Y): [2:0. 140 -18] LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.00 2 -- 240 MI120 249/190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.00 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.12 5 n/a n/a BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANSI95 (Matrix) Weight 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 1 -0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (iblsize) 2 5210.8 -0, 49/Mechanical, 5010 -1-8, 3=-317/Mechanical Max Horz 2=256(load case 2) Max Uplift2=- 1395(load case 2), 3=- 317(load case 1) Max Gray 2=852(Ioad case 1), 4=9(load case 1), 3=899(load case 2) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1- 2/59, 2-3=- 201/350 BOT CHORD 2-4410 WEBS 1-5=010 NOTES 1) Wind: ASCE 7-98; 148mph (3-second gust); h=15f1 TCDL=9.0psf, BCDL4.0psf, Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at pings) 5 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at Jolnt(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1396 Ib uplift at Joint 2 and 317 Ib uplift at Joint 3. 7) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit tal33 �� • • • • • • • • • Uniform Loads (Of) • Vert 1- 3=-90, 2-4-20 • • • 2) C-C Wind: Lumber Increase=1.33, Plate Increasel1.33 Pit gletain 33 • • Uniform Loads (plf) • • ••• • • • • • • • Vert 1- 3=193, 2-4=-12 Herz: 1-3=-211 • • • ••• ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job 6K10 Truss J3 Truss Type ROOF TRUSS Qty 8 Ply 1 MR & MRS ROBERT LUDICKE Job Reference (optional) 0005 BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 8.400 s Oct 9 2008 MITek Industries, Inc. Mon Nov 2710:18:43 2008 Page 1 -2-6-8 3-0-0 2-0-8 3-0-0 9.6 4.00 FIY 2 3x4 141120 ---- 1 5 4 0 3x6 M1120— 3-0-0 3-0-0 Plate Offsets (X,Y): [2.0 -1- 12,0 -1-8] LOADING (psi) SPACING 2-0-0 CSI DEFL in (Ioc) Udell Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.00 2 ---- 240 141120 2491190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.03 Vert(TL) -0.00 2-4 >999 180 BCLL 0 0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.22 5 Na Na BCDL 10.0 Rep Stress incr YES Code FBC2001 /ANSI95 (Matrix) Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 3-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 3=- 38/Mechanical, 2=58410-8-0, 4=28/Mechanical, 5=010 -1.8 Max Horz 2=393(load case 2) Max Uplift3=- 36(load case 1), 2=- 1100(load case 2) Max Gray 3=38(load case 2), 2=584(load case 1), 4=28(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0159, 2.3=- 112/14 BOT CHORD 2-0=010 WEBS 1-5/0 NOTES 1) Wind: ASCE 7-98; 148mph (3- second gust); h =15ft; TCDL=9.0psf; BCDL =.0pst, Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Refer to girders) for truss to truss connections. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at Jolnt(s) 5 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at Jolnt(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 Ib uplift at Joint 3 and 1100 Ib uplift at Joint 2. 7) This truss design conforms with high velocity hurricane zones provision of the Florida Buliding Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pit) ••• • • • • • • • • • • Vert 1- 3=-90, 2-4=-20 • • • 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 PI! metaIs!33 • • Uniform Loads (plf) • •• ••• ••• • • • • • • •• Vert 1-3=193, 2 -4=-12 Horz:1- 3=-211 • • • ••• ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job • 81(10 Truss J5 Truss Type ROOF TRUSS Qty 8 Ply 1 MR & MRS ROBERT LUDICKE 0008 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 8.400 s Oct 9 2008 MWTek Industries, Inc. Mon Nov 2710:18:43 2008 Page 1 -2-6 -8 5-0-0 I 2-6-8 5-0-0 3 13.2 4.00 FIll 6 2 3x4 M1120 _----- —.a 1 5 4 T 0100 3x6 MI120= 5-0-0 5-0-0 Plate Offsets (X,Y): [2•0 -1- 12,0 -1-8] LOADING(psf) SPACING 2 -0-0 CSI DEFL In (loc) (/deg Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.00 2 **** 240 MI120 249/190 TCDL 15.0 BCLL 0.0 Pit Metal Increase 1.33 Lumber Increase 1.33 BC 0.09 WB 0.00 Vert(TL) -0.02 2-4 >999 180 Horz(TL) -0.19 5 nla n/a BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANSI95 (Matrix) Weight 23 Ib LUMBER BRACING TOP CHORD 2 X4 SYP DSS TOP CHORD Sheathed or 5-0-0 oc purtlns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 3= 121 /Mechanical, 2607/0.8 -0, 4=461Mechanical, 5=0/0 -1-8 Max Holz 2=517(Ioad case 2) Max Uplift3=- 325(load case 2), 2=- 1071(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2/59, 24=- 15210, 34=- 150/30 BOT CHORD 2-4=010 WEBS 1 -5=010 NOTES 1) Wind: ASCE 7-98; 148mph (3- second gust); h=15ft; TCDL=9.0psf BCDL=8.0psf Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2) -2-7-11 to 0-4-0, Interior(1) 0-0-0 to 0-8-5, Exterior(2) 0-8-5 to 4 -11.4; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Bearing at)oint(s) 5 considers parallel to grain value using ANSI/FPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at Jolnt(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 325 Ib uplift at Joint 3 and 1071 Ib uplift at Joint 2. 8) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Plt metal=1.33 Uniform Loads (pit) Vert 1- 3=-90, 2 -4=-20 2) C-C Wind: Lumber increase=1.33, Plate lncrease=1.33 P•If Rrettl•33 • • • • • • • Uniform Loads (pif) • • • Vert 1. 2=193, 24=82, 34=193, 24=-12 • • • • Horz:1 -2 -211, 24=- 100, 3-8= -211 • • • • ••• ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job BK10 Truss J6A Truss Type ROOF TRUSS City 2 Ply MR & MRS ROBERT LUDICKE Job Reference (optional) 0007 BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 8.400 s Oct 9 2008 MITek Industries, Inc. Mon Nov 2710:18:43 2008 Page 1 2x4 M1120— 5 -0-0 3 5-0-0 Scale =1:11.1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Plt. Metal Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.52 BC 0.09 WB 0.00 (Matrix) DEFL in (toc) I/defl Lid Vert(LL) 0.00 1 -- 240 Vert(TL) -0.02 1-3 >999 180 Horz(TL) -0.00 2 nla nla PLATES GRIP M1120 249/190 Weight 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib/size) 1=254/0.8 -0, 2=2071Mechanical, 3=48/Mechanical Max Horz 1=391(load case 2) Max Uplift1=- 339(load case 2), 2=- 523(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-223/82 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7-98; 148mph (3 -second gust); h =15ft; TCDL=9.0pst BCDL=9.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterlor(2); Lumber DOL=1.33 plate grip DOL =1.33 Plate metal DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3391b uplift at Joint 1 and 5231b uplift at Joint 2. 5) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit. metal=1.33 Uniform Loads (plf) Vert 1-2=-90, 1-3=-20 2) C-C Wind: Lumber increase=1.33, Plate Increase=1.33 Pk metal=1.33 Uniform Loads (plf) Vert 1- 2=193,1 -3=-12 Horz 1-2=-211 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job 8K10 Truss J7 Truss Type ROOF TRUSS Qty 8 Ply 1 MR & MRS ROBERT LUDICKE Job Reference (optional) 0008 BEST TRUSS CO.. MIAMI, FL BEST TRUSS CO. 8.400 s Oct 9 2008 MITek Industries, Inc. Mon Nov 27 10:1&44 2008 Page 1 -2-6 -6 7-0-0 2-6-8 7-0-0 3 �1' Scal= 4.00 12 - r4 2 ° 3x4 MII20 - T 1 5 4 ` 0 Il 3.6 MII20= 7-0-0 7 -0-0 Plate Offsets (X,Y): [2:0- 2 -0,0 -1-8] LOADING(psf) SPACING 2 -0-0 CSI DEFL In (loc) Udefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.00 2 '""" 240 MI120 249/190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.19 Vert(TL) -0.10 2.4 >794 180 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.07 5 n/a nla BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANSI95 (Matrix) Weight 29 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 8 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 3=237/Mechanical, 2 91/0.8 -0, 4681Mechanical, 5=0/0 -14 Max Horz 2 541(load case 2) Max UplIft3=412(load case 2), 2=- 932(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/59, 24=- 22510, 3.8=- 198183 BOT CHORD 2-0=0 /0 WEBS 1-5=010 NOTES 1) Wind: ASCE 7-98; 148mph (3- second gust); h=1Sft; TCDL=9.Opsf; BCDL 6.0psf Category 11; Exp C; Kd 1.00; enclosed; C-C Exterior(2) - 2 -7 -11 to 0-4-0, Interior(1) 0-4-0 to 2-8-8, Exterior(2) 2-845 to 8414; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Refer to girders) for truss to truss connections. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 512 Ib uplift at Joint 3 and 932 Ib uplift at joint 2. 7) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=I.33 Uniform Loads (p11) • • ••• • • • • • • • Vert:1. 3=-80, 2.4= -20 2) C-C Wind: Lumber Increase=1.33, Plate lncrease=1.33 IilIt meta1433 • Uniform Loads (plf) • • • • Vert 1.2=179, 2 -8=80, 3- 8=179, 2-4=-12 • Horz: 1-2=-197, 2- 8=-98, 3.197 • • ••• • • • • • • • .6 • • • ••• ••• ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job • 6K10 Truss T1 Truss Type ROOF TRUSS Qty 4 Ply 1 MR & MRS ROBERT LUDICKE Job Reference (optional) 0009 BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 6.400 s Oct 9 2008 MiTek Industries, Inc. Mon Nov 27 10:18:48 2006 Page 1 1 -2-6-8 1 5-1 -11 10-0-0 14 -10-5 20-0-0 1 1 2-6-8 5-1 -11 4-10 -5 4-10 -5 5-1 -11 1 Scale = 1:40.5 4x9 MII20= 4 4.00 p-ii :: 2x4 M1120 11 12 2x4 M1120// 3 5 • 13 3x4 MI120� \ / 1 S, Y I 1 I Y Ic — 9 8 7 [‹ 3x6 MI120= it 3x6 MI120= 3x4 M1120= 3x4 M1120= 3x4 M1120= 6-9-2 13 -2 -14 20-0-0 1 1 � 1 6-9-2 6-5-11 6-9 -2 LOADING (psf) SPACING 2-0-0 CSI DEFL In pc) I/defl Ltd PLATES GRIP TCLL 30.0 Pietas Increase 1.33 TC 0.71 Vert(LL) 0.17 7-9 >999 240 MII20 249/180 TCDL 15.0 BCLL 0.0 Pit Metal Increase 1.33 Lumber Increase 1.33 Lumber BC 0.55 WB 0.18 Vert(TL) -0.17 7-9 >999 180 Horz(TL) -0.12 10 n/a n/a BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANSI85 (Matrix) Weight 90 Ib LUMBER BRACING TOP CHORD 2 X4 SYP DSS *Except* TOP CHORD Sheathed or 4-0-1 oc purlins. 4-8 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4.10 -1 oc bracing. BOT CHORD 2 X4 SYP No.2 WEBS 2 X4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=104310 -8 -0,10=0/0 -1-8, 2=1352/0-8-0 Max Holz 2=32(load case 2) Max Uplift8=- 875(load case 2), 2=- 1182(load case 2) FORCES (Ib) - Maximum CompresslonlMaximum Tension TOP CHORD 1- 2=0/59, 2-3=- 2133 / 1528, 3-11=- 1873/1436, 4-11 - 180811453, 4.12=- 184411864, 5-12=- 197111839, 5.13=- 2154/1798, 8- 13=2254/1780 BOT CHORD 2- 0=- 122611895, 8- 9=995/1440, 7-8=- 995/1440, 6-7=-152812029 WEBS 3- 0=- 3161262, 440=-80/ 458, 4.70- 365/581, 5- 7=379/424,1- 10=010 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 148mph (3- second gust); h=15ft; TCDL=9.0pst BCDL=8.0psf•, Category II; Exp C; Kd 1.00; enclosed; C-C Exterlor(2) - 2 -7 -11 to 0-4-0, Interior(1) 0-4-0 to 7 -0-0, Exterlor(2) 7 -0-0 to 10 -0-0, Interior(1) 13-0-0 to 16-8-0; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Bearing at jolnt(s) 10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at jolnt(s)10. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 875 Ib uplift at joint 8 and 1182 lb uplift at joint 2. 6) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pin • • ••• • • • • • • • Vert 1- 4=-90, 4 -90, 2-0== -20 • 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 pity metal: 33 • • • Uniform Loads (plf) • • • • • • • • • Vert 1- 2=128, 2- 11 =73, 411=128, 4- 12=128,12•10=73, 6430=128F216= -18 • • • • Horz:1.2 -148, 2-11=-91, 4-11 =148, 4-12=146,12- 13=91, 8- 13=148 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pif) • • • • • • ••• • • • Vert 1. 4=-90, 48=•30, 2.6= -20 • • 4) 2nd unbalanced Regular. Lumber Increase=1.33, Piatatncreaae=1.33�akrnetap1.33 • • • Untfonn Loads (pif) • • • • • Vert 14=-30, 4.8= -90, 2.620 • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,Job 8K10 Truss V11 Truss Type ROOF TRUSS Qty 2 Ply 1 MR & MRS ROBERT LUDICKE Job Reference (optional) 0010 BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 8.400 s Oct 9 2008 MiTek Industries, Inc. Mon Nov 27 10:18:48 2008 Page 1 6-0-0 12-0 -0 6-0-0 6-0-0 Scale =1:19.3 4x9 MII20= 4.00 Fli 2 ■ 3x6 M1120 2x4 M1120 11 3x6 MII20� 12 -0-0 12 -0-0 LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) Na - Na 999 MI120 2491190 TCDL 15.0 Pit Metal Increase 1.33 Lumber Increase 1.33 BC 0.35 Vert(TL) Na - Na 999 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANSI95 (Matrh� Horz(TL) 0.00 3 Na Na Weight 36 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc puffins. BOT CHORD 2 X4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X4 SYP No.3 REACTIONS (Iblsize) 1=222/12 -0-0, 3=222/12 -0-0, 4678/12 -0-0 Max Uptlf l - 290(Ioad case 2), 3=- 290(load case 2), 4=-818(load case 2) Max Gray 1=238(load case 3), 3=238(load case 4), 4=78(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 99/124, 23=- 99/124 BOT CHORD 1-4x135, 3- 4=0/35 WEBS 2- 4=- 503/777 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h=15ft TCDL=9.0psf; BCDL=6.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 Ib uplift at Joint 1, 290 Ib uplift at Joint 3 and 818 Ib uplift at Joint 4. 5) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pif) Vert 1-2=-90, 2-3=-90, 1-3=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (p11) Vert 1. 2=149, 2-3=149, 1-3=-12 • • ••• • • • • • • • Hors 1 -2= -167, 2 -3=167 • • • • • • • • • 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate IRcJeasel.:13 Pjt •1ef�l=1133 • • • • • • • Uniform Loads (p11) • • • • • • • • • • Vert 1 -2=90, 23=30,1 -3=-20 • • ••• • • • • • • • 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pit) Vert 1- 2=-30, 23=- 90,13= -20 • • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • •• • • •• •• • • • • • ••• 0 • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job 6K10 Truss V15 Truss Type ROOF TRUSS Qty 2 Ply 1 MR & MRS ROBERT LUDICKE Job Reference (optional) 0011 BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 6.400 s Oct 9 2006 MiTek Industries, Inc. Mon Nov 27 10:18:46 2006 Page 1 8-0-0 16-0-0 1 1 1 8-0-0 8-0-0 Scale = 1:25.7 9x12 MII18H= 4.00 l 2 era■. ''6 7 5 8 1 ' '3 • ♦ �.�.�.�.���1. 1 3X6 MII20 % 3x611/11120----_-- 5x8 M1120= 16-0 -0 16-0-0 Plate Offsets (X,Y): [1 0 -2- 12,0 -1-81 [3:0 -2- 12,0 -1-8], [4:0 -4-0,0 -3-01 LOADING (psf) SPACING 2 -0-0 CSI DEFL In (Ioc) UdefI Lid PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.87 Vert(LL) n/a - n/a 999 MII20 249/190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.54 Vert(TL) nla - nla 999 MII18H 1951188 BCLL 0.0 Lumber Increase 1.33 WWB 0.27 Horz(TL) 0.00 3 nla n/a BCDL 10.0 Rep Stress YES Code FBC2001 001 /ANSI95 (Matrix) Weight 49 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 1=309/16 -0-0, 3=309/16 -0-0, 4=944/16-0-0 Max Uplift1=- 334(load case 2), 3= 334(load case 2), 4=- 918(load case 2) Max Gray 1=331(load case 3), 3=331(load case 4), 4=944(Ioad case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 3=- 1371125, 5.8=- 51/126, 2.8=- 13/149, 2 -7 =131149, 7-8=-511126, 3-8=- 1371125 BOT CHORD 1 /49, 3.44/49 WEBS 2-4=-701/891 NOTES 1) Unbalanced roof live toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h=15ft; TCDL=9.0psf, BCDL=8.0psf; Category 11; Exp C; Kd 1.00; enclosed; C-C Exterior(2) 0 -10 -13 to 3- 10 -13, Interlor(1) 3 -10 -13 to 5-0-0, Exterior(2) 6-0-0 to 8-0-0, Interior(1) 11-0-0 to 12-1-3; Lumber DOL =1.33 plate grip DOL=1.33 Plate metal DOL =1.33. 3) All plates are MT20 plates unless otherwise Indicated. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at Joint 1, 334 Ib uplift at Joint 3 and 918 Ib uplift at Joint 4. 6) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pit) Vert 1-2=-90, 2-3=-90, 1-3=-20 • • •••• • • • • • • • 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 It metal=13 • Uniform Loads (pit) • • • • • • • • • • • Horz:1 -5= 51, 5.6=91, 2- 8=151,2- 7=161, 7.41 3-81 g'' ' • • • • • • 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increassee=II .33 Pit metal=1.33 Uniform Loads (pit) Vert 1-2=-90, 2. 3=30,1 -3=-20 • • • ••• • • • ••• 4) 2nd unbalanced Regular. Lumber Increase=1.33, Pitts fhaeasS=1.33 Pit metal•l.33 • • Uniform Loads (pit) • • • • • • • • • • • • Vert 1 -2=30, 23=- 90,13 =20 • • • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job 61(10 Truss V3 Truss Type ROOF TRUSS Qty 2 Ply 1 MR & MRS ROBERT LUDICKE Job Reference (optional) 0012 BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 8.400 s Oct 9 2008 MITek Industries, Inc. Mon Nov 2710:18:46 2006 Page 1 2 -0-0 3x4 MII20= 4-0-0 2 -0-0 2 -0-0 Scale =1:6.4 4.00 12 2 3 1 11111111/1 0 2x4 MII20 % 2x4 MII20� 4-0-0 I 4-0-0 Plate Offsets (X,Y): [2:0- 2 -0,Edge] LOADING(psf) SPACING 2 -0-0 CSI DEFL In (toc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) nla - nla 999 MI120 249/190 TCDL 15.0 Pit Metal Increase 1.33 BC 0.05 Vert(TL) nla - nla 999 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.00 3 nla n/a BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANSI95 (Matrix) Weight 9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Iblslze) 1 =121/4-0-0, 3=121/4-0-0 Max UplIft1 =200(ioad case 2), 3 - 200(load case 2) FORCES (Ib) - Maximum Compresslon/Maximum Tension TOP CHORD 1- 2=- 1691339, 23=- 189/339 BOT CHORD 13=- 280/149 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h=15ft TCDL=9.0psf•, BCDL i.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterlor(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 Ib uplift at Joint 1 and 200 Ib uplift at Joint 3. 5) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (p1f) Vert 1- 2=-80, 2-3=-90, 1-3=-20 2) C-C WInd: Lumber increase=1.33, Plate increase=1.33 Pit metal =1.33 Uniform Loads (p11) Vert: 1- 2=193, 2-3=193, 1-3=-12 Horz: 1 -2= -211, 2 -3=211 3) 1st unbalanced Regular Lumber increase=1.33, Plate Increase=1.33 Pit metal=1.33 Uniform Loads (pig • • • Vert:1- 2=-90, 23= -30,e1 4e • • • • • • • ffrr 4) 2nd unbalanced Regular. Linber Incre4se y, lillatslna eaae4.33 Pit metal=1.33 Uniform Loads (pig • • • • • • • • • • • Vert 1- 2=-30, 23=- 90,14= -� i i • • i • • • • • • • • • • ••• ••0 •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • ••• • • ••• • • • • • • • 0 • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • ••• • • Job • 81110 Truss V7 Truss Type ROOF TRUSS Qty 2 Ply 1 MR & MRS ROBERT LUDICKE Job Reference (optional) 0013 BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 8.400 s Oct 9 2008 MITek Industries, Inc. Mon Nov 2710:18:47 2008 Page 1 4-0-0 8-0 1 I 4-0-0 4-0-0 Scale =1:12.9 3x4 M1120= 4.00 Fli 2 3 1 2X4 MlI20 = 2x4 M1120� 8-0-0 8-0-0 Plate Offsets (X,Y): [2.0- 2 -0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Ildefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) n/a - n/a 999 Mi120 2491190 TCDL 16.0 PR Metal Increase 1.33 BC 0.24 Vert(TL) n/a - n/a 999 BCLL 0.0 Lumber Increase 1.33 WB 0.00 Horz(TL) -0.01 3 We n/a BCDL 10.0 Rep Stress Incr YES Code FBC2001 /ANSI95 (Matrix) Weight 22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 8-0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7.4-12 oc bracing. REACTIONS (Ib/slze) 1=34118-0-0, 3=341/8 -0-0 Max Uplift1=- 498(load case 2), 3=498(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 477/850, 2- 3=477/850 BOT CHORD 1- 3=- 7021419 NOTES 1) Unbalanced root live Toads have been considered for this design. 2) Wind: ASCE 7-98; 148mph (3-second gust); h=15ft; TCDL= 9.0psf; BCDL=8.0psf•, Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); Lumber DOL=1.33 plate grip DOL=1.33 Plate metal DOL=1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 498 Ib uplift at joint 1 and 498 Ib uplift at joint 3. 5) This truss design conforms with high velocity hurricane zones provision of the Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Pit metat=1.33 Uniform Loads (p1f) Vert 1-2=-90, 2-3=-90, 1-3=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.33 Pk metal =1.33 Uniform Loads (p1f) Vert: 1- 2=172, 2-3=172, 1-3=-12 Norm 1.2= -190, 2-3=190 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 P1t metall.33 Uniform Loads (pit) • • Vert 1 -2 -90, 2- 3=30•1.3=r2S • • • • • • • 4) 2nd unbalanced Regular. Lumber Incr as1g.33, &late In crease:0133 Pat metal=l.33 Uniform Loads (plf) • • • • • • • • Vert: 1-2=-30 ' 23y90,1•3= -20 • • • ° • •• •• ••• •• • • • • • ••• ••• •:• • • • • • • • • • • • • • • p•• • • • • •• • • • • • • •• • • • • .° • • •• • ••• • • • • • °•° • • • • • • • • • • ••• • • • • • ° • °•� • • • •• •• • •• • • ••• • • • 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 superiortothe 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 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel inthewoodtruss industry, but must, duetothe 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. Ail 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. TRUSS STORAGE \-!% '-"'",\ 'fly r �% 8' -10' Trusses stored horizontallyshoujd be gup- ported on blotlanblo pjgvgnj e;trdedsive lateral bendIng.and'ltsgett tuaistt3re gain. •• •• • •. Trusses stored vertically should be braced to prevent toppling or tipping. • • • • 0 • - • •• ••• • • •• •• • • ••• • • • Frame 1 Tag Une i ( i i Approximately Approximately 1/2 truss length 1/a truss length Truss spans less than 30'. Spreader Bar 11111111111111111/ Toe In Toe to Approximately 1/s to 3 truss lens h Spreader Bar Toe in Less than or equal to 60' Tag Une MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Une Toe In Approximately 1/s to i5 truss len th Less than or equal to 60' Tag Une Tag Une Strongback/ SpreaderBar At or above mid - height Tag Une 10' Strongback/ SpreaderBar Greater than 60' 10' 10' Greater than 60' GROUND BRACING:BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR GB/ TopCho d7' LBT.� Typical vertical attachment End Wall Sid Plan \ I>e. \ k� Blocking Ground brace vertical (GBv) Chord <G8y Ground Brace Verticals (G8v) tat truss of bread group of trusses: Find brace (EB)` \Ground brace lateral (LB& Ground brace diagonals (GBD) Note: 2nd floor system shall have adequate capacity to support ground braces. �2^d floor Grour brace IN 1lruasofbra lateral WV" ` group of trusse / (EB) Backup ground tiV = Strut 9 (Si) .w • ‘ • • • • • ;• Typ hV(jant.I tie member with i mtitttpte stakes (HT) • Frame 2 •• •i • • • • ••• •• • • • • ••• • • • • 12 —� 4 or greater SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LB& TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP/DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Top chords that ere laterally braced can buckle togetherand cause collapse itthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purins are attached to the topside of the top chord' PITCHED TRUSS SPAN MINIMUM' PITCH DIFFERENCE TOP CHORD : LATERAL BRACE SPACING(LB& TOP CHORD DIAGONALBRACE SPACING (DBg) , (# trusses)'' SP /DF SPF /H F Up to 28' 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 DF - Douglas Fir -Larch HF - Hem-Fir Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. 12 5 ' . ∎a ®./ r Amor AmumpriffaIvAllalwr'Amilir • • • .••• • • •• • • • • ..•• • • • • •• ••• • • • • • • • • • • • •• • • • • • • •• • ••• • • • • • ••• • • • • ••• • •.••• • •• •. •,• • • • • • • • • •• • • •• • • Frame 3 Top chords that are laterally braced can buckle togetherand 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 --� 4 or greater SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LB& BOTTOM CHORD DIAGONAL BRACE SPACING (Ms) [# trusses] SPLDF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir-Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Plne SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' intervals. +,P Permanent continuous lateral bracing as specified by the truss engineering. WEB MEMBER PLANE Frame 4 • • • • • • • • •• •• • • •• • • • • . • • • • •• - • SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (08s) (# trusses] SP /DF SPF/HF Up to 32' 30" 8' 16 10 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 t3 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together a nd cause collapse if there le n* 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. Continuous Top Chord Lateral Brace Required PP-71. 10° or Greater Attachment Required 20'(Das) 30• or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are es stability and must be dupltaalt both ends of the truss system. 4x2 PARALLEL CHORD TRUSS:TOP CHORD I Top chords thatere laterally braced can togetherand causecollapae Ribero ienodlago- 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. 1g 1y Continuous Top Chord Lateral Brace Required N 30Yeas) • • • • • •• • • • .. • • • • tend • diagt • natt: ire essential 'stability and must be duplicate both ends of the truss system. • • ••• • • .• • • • • • • • • • • ••• • • • • • •.�•• • • • .• •• • • Frame 5 3W >< 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) [# trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 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 Diagonal brace also required on end verticals. 12 3 or i e' greater atN, All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle togetherand cause collapse if there iano 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. MONO TRUSS PLUMB Truss Depth D(in) Lesser of D /50 or 2" eta follow these recommendations could r n W cama tai tt ��� rssie� oi� 6t►l�`ding INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' }1/4"—f1 Maximum Misplacement Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 T ±1/4. Length L(in) L(in) BOW ... ............................... t Lesser of L/200 or 2" L(In) ......•.... • • • •• • • • •• •• L(in) •V200:•!(fi� •• • •• • • 50" 1/4" 4.2' 100" 1/2" 8.3' 150 "• • .3/4'y • 12.5; • . • • • 0.1T -2Ff LANE:INSMI.ATiPitTgLHRANCES. } •• Lesser of L/200 or 2" — L(in): L/200 L(ft) • • 20®'• 1" 16.7' 250" 1-1/4" 20.8' 300" _ 1 -1/2" 25.0' DANGER, Under no circumstances; shoufd Fon%try ion loads of - :on on be placed on u3ibrpce• ruese: • • • Frame 6 • •:.:.'•• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 703 Rogers Drive. Montgomery, MN 56069 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 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) this product or material tested for quality assurance purposes. If this product or ria reserve f fails to the fight to the accepted P material fails to perform in pted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by 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 }Ugh velocity Hurricane Zone. DESCRIPTION: JL, JUS, SKH & HJC. Joist Hangers. APPROVAL DOCUMENT: Drawing No. HJC/ JUS/ SKH/ JL, sheet 1 and 2, dated 03/20/0lwith no revisions, prepared by United Steel Products Company signed and sealed by T. A. Kolden PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or loo city, and following statement: "Miami -Dade County Product Control Approved logo, ty' herein. pproved or MDCPCA ", unless otherwise noted 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 p104 shall be provided to the user by the manufacturer or its distributors and shall be available fir •• • • fnstrpn�a1tl job site at the request of the Building Official. This NOA renew NOA.# l;•0g2'.A$ con�rsting of this page, evidence page & approval document mentioned above. ..' ... '•• • • • • The submitted documentation was reviewed � Can y .. ont PE. • 0841 ••• • • • • • • ' • . •• • '. 0: : • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • •• .• • • 000 • • NOA No: 06- 0601.03 Expiration • Date: June 04, 2007 Approval Date: July 20, 2006 Page 1 United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawings prepared by United Steel Products Company, titled "Face Mount Joist Hangers", Drawing No. HJC/JUS /SKH/JL, sheet 1 and 2 of 2, dated 03/20/01 with no revisions, signed and sealed by T. A. Kolden, PE. B TEST Test reports on wood connectors per ASTM D1761 by Maxim Technologies Inc., signed and sealed by S. L. Muschinske, PE. Report No Wood Connector Direction Date 1. 3013 -71 -3301 J1. Series Upward & Down 01/12/97 2. 3013 -71 -3301 JUS Series Upward & Down 01/12/97 3. 3013 -71 -3301 SKH Series Upward & Down 01/12/97 4. 3013 -71 -3301 HJC Series Upward & Down 01/12/97 C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by T. A. Kolden, signed and sealed by T. A. Kolden PE.on 04/12/97. D STATEMENTS 1. No Financial Interest & Code Compliance letter issued by Thomas F. Devening PE, signed by T. F. Devening PE on 04/12/97. 2. Letter of No Change issued by United Steel Products Co, dated 05/02/2001 and signed by T. A. Kolden, PE. 3. Merger Documents issued by the State of Minnesota on 02/14/200 and signed by the Secretary of State, M. Kiffineyer. 4. One time approval letter issued by Metro Dade County on 06 /20/05, signed by C. F. Font PE and accepted by R. Lutz PE. •• .. . • •.. •.. • ••. • • •• • E -1 2OO Candi + o F. ont PE. . • • • • • 'SK Product copttol Examiner • • •• • . • • • • .NO4 r q b6- 0601.x3 •• • • • • •iration Ddte! Jim 04, 2007 Approval Date: July 20, 2006 • • ••• • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • . • • •. .• • • •• •1 PRODUCT CODE STEEL GAUGE DIMENSIONS pan.) DIMENSIONS On.) FASTENER SCHEDULE ALLOWABLE LOADS Ohs.) ALLOWABLE LOADS labs.) V 0 H HEADER D A HEADER MST UPLIFT DOWN JUS24- UPLIFT HJ0,26 • 12 • 5 7/8' 5 3/8 ' 3 1/4 1 3/4 416) 164 0,2) 10d ' 2245 ' 1550 • HJC28• 12 ' 3 7/8' 6 3/4 • 3 1/4 1 314• 420) 164 414) 10d . . 2805 ' 2015 • 1 Published load Is for total of hip at 45 degrees and Jack at 90 degrees combined' 2 'animal Mader thickness shag be 2 inches for 16d nUNs . 3 Allowable DOWN load listed Is at 1002 Duration of Load TYPICAL HJC INSTALLATION PRODUCT COD: STEEL GAUGE DIMENSIONS pan.) FASTENER SCHEDULE ALLOWABLE LOADS Ohs.) V H 0 A HEADER .MIST DOWN UPLIFT JUS24- 18 . 1 9/16 3 1/8 . 1 3/4 1 • 44) lOd• t2) lOd • 645 • N/A ' J8S26 18 • 1 9/16. 4 13/16' 1 3/4 1 . 44) 10d ' (4) 10d 840 • 860 . JUS28 ' 18 , 1 9/16, 6 11/16' 1 3/4 1• 46) IOd' 44) 10d • 1065 ' 860 • J1S210 ' 18 '. 1 9/16' 7 13/16 1 3/4 1• C8) 10d" (4) 10d . 1290 ° 860 • 1 Specified Joist nags shall M Installed at 30 to 45 degrees horizontally such that they penetrate through the end of the Joist and Into the header. 2 Minimum header thickness shall be 1 3/4 inches for 10d nags. ' 3 Allowable DOWN load listed Is at 1002 Duration of Load 4 Uplift Loads listed as N/A had uplift capacity less than the required 700 pounds. TYPICAL JUS INSTALLATION GENERAL NOTES 1) STEEL SHALL CONFIRM TO /STN A653. STRUCTURAL GRADE 331 U.O.N. ' AND A MINIMUM GALVANIZED COATING OF G -60 2) FASTENERS ARE COFUION VIRE NAILS 11'LESS OTHERWISE NOTED' 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED D A SHOOT TERN DURATION FACTOR OF 3331 FOR VIND LOAD CONDITUAL NO FURTHER INCREASE ALLOVER' 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONALL, DESIGN SPECIFICATIONS FOR V130D CONSTRUCTION 1991 EDITION L 1993 ERRATA, FOR SOUTHERN YELLOW PINE CGs 0.55 CR BETTER) L TEST PERFORM IN ACCORDANCE WITH ASTM D1761 A 4NL �l;b L: jrvM�• +:4 iY +',:r ‘;l> OMMR FLORIDA UUM:r ",13 Cat Mil NAY 11 _ • 01111.0: 1,;. 44;40.0 oat ACCPPT,W11}6•d1-sosz • UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE* _.P LIB - DRAWING NUMBER' it,&64slaslie.A. SHEET NUMBER' 0 00 000000 • • • • •••••• •••••• • ••••• 000000 • • • •••••• •••• • • ••••• • ••,,•• • • •• •• •••• • • • •••• • • • •••• THOMAS A. KOLDEN, P.�! CIVIL NUMBER FL #50899 D1- 03').7• v¢ • • 000000 •• • ••.••S • • •••••• • • MAXIMUM OVERHANGS OVERHANG WITHOUT RETURN LEDGER BOLTED TO THE TIE BEAM MY BLOR) (MAY 6L amino rot D.N. 244) OVERHANG WITH RETURN GRADE OF LUMBER 10 PSF SOFFIT 2 PSF SOFFIT 1. DESIGN CHECKED FOR 146 NPH WIND LOAD. 2. STRESS INCREASE - 33 %. 2X4 . 2X8 • •• 2X4 .. Z; T.C. 2x4 No.; 1$SP O=+•• • • ••• B.C. 2x4 No.2.1SSP• • • • Webs 2x4 Ns 1•WS�• Tl4PO.Co No.2ND 19 SP , 279-3 _ 3 -18-11 2-8.3 4-2-.9 . • No.2 19 SP 2-9-15 4 -8-11 2 -10.0 4 -4-11 No.20 19 SP 3-8-2 4-4-7 3-0.0 4-8 -12 No.D1) 19 SP 3-8-2 4-5-8 3-0.0 4 -8-11 Nal 39 SP 3-1-11 1-7 -15 • 3-0-0 4.9 -13 Na1D 19 SP 3-3-0 4 -9-18 34-8 4- 10-15 , MOSS 19 SP. 31-4 5.'0.0 ).0'O 4-9-13 , SS 19 SP 3-3-0 5-1-5 111 -1. a. 4.10.15 MS 19 SP . 3-3 -4 5-2-6 _ 34-15 . 4.11 -15 ' : . MIL 1. DESIGN CHECKED FOR 146 NPH WIND LOAD. 2. STRESS INCREASE - 33 %. inISKOMIXSZINSISM • • • • • • • • • • . • •• • .Q_ 15 610 FLORIDA BUILDING COOE2001 T.C. 2x4 No.; 1$SP O=+•• • • ••• B.C. 2x4 No.2.1SSP• • • • Webs 2x4 Ns 1•WS�• Tl4PO.Co . • STRUcT.VRE$ USA, INC. TbeireeleVitirgeditinteiovis °absi 740:C5TY -1111 NUM • SUPPLY ALL IMO OR ITtMUL OOKNICTOSI REMBERTO CONTRERR Consulting Engineer Civic 30 N.W. 87 Avenue Miami, FL (305) S; (F!orida NOV: 3.0 2004 APPROVED FOR STRUCTURES USA, INC. F9. Nun•: AAedm m Orxrhags • (Nor 29440 1s, . • . • • • • Noe Mgbnwm Owdein6 • . • • • • • • • • • • • • • • . • . • • • . • • • • • • •• •• • • •. • • • • • • • T- 0" CORNER SET TOP CORD CONNECTION: Comer Jacks - USP - RT3 T -0" JACKS - USP - RT3 5'-0" JACKS - USP - RT3 3'-O" JACKS - USP - RT3 V-0" JACKS - USP - RT3 2 x 6 STD. HEEL HT. MAX NOTE 12 Min. P = 1.4 F--- Max. P = 6.5 } T-0- JACKS PARTIAL ROOF LAYOUT 3'-0" Max. BOTTOM CORD CONNECTION: Comer Jacks - Simpson - SU26UR T-0" JACKS - USP - CLPBF 5'-0" JACKS - (2) 8d NAILS 3' -0" JACKS - (2) 8d NAILS 1'-0" JACKS - (2) 8d NAILS COMMON JACKS THIS DEAN HAS BEEN CHEMED FOR 146 MPH WIND Lam. WALL HT. 10 FT MAX. PROVIDE FOR UPLIFT AT. BEARING WALL CONNECT10NS 925 lb. STRESS INCREASE = 33 % •• ■••• • • • • • •• MINIMUM G R A D E OF WMBER• • • • • • T.C. B.C. Webs 2 x 4 2 x 4 2 x 4 No. 2 No. 2 No. 3 • 19lP• 19•9P 19 SP i0 • • • � • .t • • • • ••i'L'`• •1 • • • ' • • 30 •• 0 SPACING; 24" O.C. D 15 10 FLORIDA BUILDING CODE 2001 3 • STRU.CTI E U .. (31015) 7'41143-151157r7 -we DE5031111 SUPPLY Alt wp11 getemeints- ••• • • • • • • FIN Name: Hanger Cale - Comer 4k Se:7 WW 8 • • • • • • • •• •• • • • •• •• ••• • • • ••• • INC. NAIL DESIGN LOADS. (ACCORDING TO NATIONAL DESIGN SPEC.) FOR GROUP 9 SPECIES (S.Y.P.): ad COMMON NAILS = 78 b. (Shear) 10d COMMON NAILS = 94 lb. (Shear) USP HANGERS DESIGN LOADS. (ACCORDING TO MIAMI-DADEE BUILDING CODE COMPLIANCE OFFICE / PRODUCT CONTROL DMS1ON): RT3 HURRICANE CUP = 365 b. (Up5f 133%) w!(8) 8d x 1-1/2" NOA No. 02- 0128.05 CLPBF BUTTERFLY HANGER = 815 b. (Dawmvard) w/ (15) 6d NOA No. 01- 1015.02 SU26R/L = 665 8i. (Uplift 133%) & 1,081 lb. (Dowmeard 125%) w/ (6) 16d to Header & (6) 108 x 1 12' toJOBt NOA No. 02 -0719.02 MAXIMUM ALLOWABLE LOADS* T.C. (Node 2) UPUFT (133%) ROOF (125%) B.C. (Node 3) UPLIFT (133%) ROOF (125%) JACK SIZE Corner Jack r-0" 5-0" 3•-0" 365 b 365 8) 365 b 365 lb 365 b 365 b 365 b 365 Comer Jack r-0" 5-0" 3-0" 665lb Orb 2081b 20811b 1.081 b 815 b 195 b 195 lb r-o" 365 lb 365 lb 1_0" 208 b 195 lb i., j9Vf 1 -.4 2005 REMBERTO CQNTRERAS,O.E Consulting Engineer' Gi I%Structur- 30 N.W. 87 Avenue, #C -101. Miami, FL 33172 Phone: Floida P.E. 21522) 7 STANDARD ROOF VALLEY DETAIL PARTIAL ROOF LAYOUT Supporting Trues Strop 0 483 (tYP) o.c. see note (c) �I below '►�.... 3x_ See note 4x4 VALLEY AREA` 12 Q 4 to 7 • 5x6 spl. (typ) • 3x6 spl. (t)p) Supporting trusses at 2' —O' o.c. max . NOTES: (a) Provide 'continuous bracing on verticals over 6' -3". Connect bracing to verticals w/2 —Bd nags and bracing must be tied to a fixed paint at each end, (b) Max. spacing for vertical studs= B' -0" On truss with spans over 24' -0" the vertical should be spaced• at 6'—O" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4". la go. twist .strap at 4' —O' intervals w /4, 10d nails each side of strap. Max 100 mph wind. speed. 15' -0" max wall height %Obey trusses at 2'—O" a.c. max. Matt 1. DESIGN CHEawD FOR 146 MPH WINO LOAD. 2. STRESS INCREASE 33 %. 6' wedge nailed to truss w/2 -8d toe nails or bevel cut bottom chord of valley truss. NAt. DESION LOADS (ACCORDsio TO NATIONAL DESIGN SPEC.) FOR GROUP II SPECIES (S.YP .): eel COMMON NAILS " 786. Mar) 10d C OIMION NALS - 846. (Sb♦.r) • • • • • • Now Plyetoodsbeitidag may beb8%w may Mmes. ?amide webs fiw straps to coma tobusses below. srRU 113tN# use, ANC. rmegiiiinseimitipsWisho (300) T40 -SSYT -NR e=SION Y AM. , ; . - i L Car$ICTOW FY. Name: SW Roof Valley 'so • • Sh..kseaRoofYN.r • . • • • • • • • • • • • •. • • • • •• . • • •.• • • REMBERTO CONTRERAS, P.E. Consulting EnoisNIt Civil /Structura 30 KW. °" T4) e r •P ir. #N0' REMB TOCd S INC. Consult Miami, FL 33172 Phone: (305) 667 -6797 NOV 3 0 2004 (F!orida P.E. 21522) • • • • • i - a FLORIDA ING SAWING • T.C. 2 x4 No.2 11 w► TOP • • • • • • 34 • • 4S CODE 2001 B.C. 2 x 4 No.2 49d$P •e�ino,I• 0 10 Webs 2 x 4 No.3 108P SWIM: 24" 0.C. Now Plyetoodsbeitidag may beb8%w may Mmes. ?amide webs fiw straps to coma tobusses below. srRU 113tN# use, ANC. rmegiiiinseimitipsWisho (300) T40 -SSYT -NR e=SION Y AM. , ; . - i L Car$ICTOW FY. Name: SW Roof Valley 'so • • Sh..kseaRoofYN.r • . • • • • • • • • • • • •. • • • • •• . • • •.• • • REMBERTO CONTRERAS, P.E. Consulting EnoisNIt Civil /Structura 30 KW. °" T4) e r •P ir. #N0' REMB TOCd S INC. Consult Miami, FL 33172 Phone: (305) 667 -6797 NOV 3 0 2004 (F!orida P.E. 21522) STANDARD LATERAL WEB BRACING TRUSSES 0 24" O.C. TYP. 1x4 or 2x3 LATERAL BRACE ifPER TRUSS DESIGN %W1H 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 Om. FORCES BI EXCESS OF 4600 Ibs. REQUIRES 2x6 #3 OR BETTER. END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL NOTE: • PROVIDE X— BRACING AT 20' —O" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 Ibs. LATERAL BRACING DETAIL ALT. LATERAL BRACING DETAIL TRUSSES 0 24" O.C. TYP. M•111.."..1111110 MEM 11111U221111 MIlLi-11111- 11111111:1111: NOTE: BRA THE MUST BE 90X THE LENGTH THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL RAIL DESIGN LOADS. (ACCORDING TO NATIONAL. DESK SPEC.) FOR GROUP 11 SFAS (B.Y.P.): 10e1 COMMON NAILS ■ 64 b. Man led COMMON NA,LB ■ 10719 (Shim) MMNMUU GRACE OF WMBER ��r• • T.C. REFER TOSEPAR4E 6C. ENGINEERING OWG.• W.b. • . • • • • ••, • FLORIDA BUILDING CODE 1001 A.- •• • ..•. • : . . 4: • • maw Sr oat • •• STRUCTU,RIES. U *, INC. Mrfaiseidpiiiisipwleehrt mow 744014501"7 MI DIMON a SUPPLY ALL KIND Of MIK • Fiat Norm Std Lateral Web &sdag4Nw a04i.4 • Sheet: Std Lateral Web Bracing • • • •. • it • • • • • • ••.• • ••• • • • • • • • • • • • • • • • • •• • •• ••• • ,• REMBE Consultin S, P.E. ina79e1Bu►, INC. Miami, FL 33172 Phone: (305) 6674797 (F!orida P.E. 21522) aoa o-4 c- 0 rn 0 -p cn Ca. o 0- 0 —I Q s- o CD 5 I 0 u 4Z7 cn 5m: r- a r Q Ca. z CD �r T M Q 0 0 W 0 Q CD 00 HDJ2NS NOIIVDO'I v 0) 0 3N 6666 ;SSMI OVJlIH3d02ld S� t22 YaN01U `IWVIIN `3f1N3Ad P-121. r nal NE 13rd AVENUE • • BECAME BAY Cr! NORTH BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES Amy REGULATIONS LEGAL NOTES: THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. - EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINATE RECORDED INSTRUMENT, IF ANY AFFECTINC THIS PROPERTY IS SUBJECT TO DEDICATIONS, LIMITATIONS RESTRICTIONS, RESERVATIONS, AND /OR EASEMENTS OF RECORDS. -LEGAL DESDRIPTION WAS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. -THE LIABILITY OF THIS SURVEY IS LIMITED TO THE COST OF THE SURVEY. - UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. -THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING, FOUNDATIONS AND /OR UNDERGROUND IMPROVEMENTS OF ANY NATURE. -IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. -IF SHOWN, ELEVATIONS ARE REFERRED TO N.C.V.D OF 1929.THIS SURVEY. -FOR DESIGN OR CONSTRUCTION PURPOUSE A TOPOGRAPHIC SURVEY IS REQUERED. - APPLICABLE 20NNING AND BUILDING SET BACKS MUST BE CHECK BEFORE DESIGN OR CONSTRUCTION BEGINCS ON THIS PROPERTY. ORDER No.: 6 -4403F FIELD WORK : 11 -16 -2006 REVISIONS : FLOOD INFORMATION: (BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENT MANAGEMENT AGENCY.) ELEVETION ARE RCFERCD TO N.C. V. D. OF 1929 F. I.RM. DATE :: 03 -02 -1994 FLOOD ZONE: AE BASE ELEVATION. 9.00' I HEREBY CERTIFY. THAT THIS SURVEY OF THE PROPERTY DESCRIBED HEREON WAS MADE UNDER MY DIRECTION AND THAT THE SAME MEETS THE MINIMUN TECHNICAL STANDAR AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017 -6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 972.027 FLORIDA STATUTES. NOE AGUILAR SUFFIX :: • • • • • PS0.11 I 9691, •STATE OF FLORIDA. • It,. 444 8!UITE 115 HALEAH, FL 330 12 • BM # N -603 Loc(3250 SW ELEVA�pA= � • • �pe } "g0is2 -7926 Fox:305 -558 -5126 � y r 4L4S. MIOSSED WITH SURVEYORS' SEAL COMMUNITY 120652 PANEL NUMBER 0093 CERTIFY TO: ALLISON LUDICKE LEGEND: A =ARC A/C =AIR CONDITIONER ASPH =ASPHALT BIM =BARBECUE BM =BENCH MARK BLDG. =BUILDING CB -CATCH BASIN EH CBS =CONCRETE BLOCK STRUCTURE CH =CHORD DISTANCE CHATTA =CHATTAHOOCHEE = CENTER LINE IA J0 CLF =CHAIN LINK FENCE--%- - CL =CLEAR CONC. =CONCRETE 6 =DIAMETER 311 =DRILL HOLE 3.ME. = DRAINAGE & MAINTENANCE EASEMENT ENC. =ENCROACHMENT PH =FIRE HYDRANT 1()y PIP =FOUND IRON PIPE FIR =FOUND IRON REBAR FPL =FLORIDA POWER & LIGHT LB = LICENSED BUSINESS LF.ELV. =LOWEST FLOOR ELEVETION LM E =LAKE MAINTENANCE EASEMENT L.5 =LAND SURVEYOR ME =MAINIENANGjE EASEMOT • • • (M) =MEASURED• • • • • M L =MORbMSN1• LINE • • • MOM =MONUIIIIN7• • • • • • N A =NOT LItr ••• •• • MD =NAIL & DISC KC.V.D =NATIONAL GEODETIC VERTICAL DATUM =NOT TO SCALE =OFFSE! • • • • • • =OVERHESD E3ECTRIS • • LINE. . ,j s • • N.T.S 0 S 0.E.L ••• • • • • • • •• • • P =PLAT PH =PLAT BOOK P.0 =POINT OF CURATURE P.C!C• *PtIW 01' COMPOUND • • CUVATURE •PC.Q =PEANET CONTROL POINT PG • •-PA PI • =POI OF INTERSECTION PKWY =PARKWAY • = PROPERTY LINE PL =PLANTER • Pl =P OFESSIONAL LAND SURVEYOR P. .B = INT OF BEGINNING P.O.0 = INT OF COMMENCEMENT ♦ • • • • •• •• • ••• • • P. P =POWER POLE PRE' =POINT OF REVRSE CURVATURE P.RM =POINT OF REFERNCE MONUMENT P.T =POINT OF TAGENCY R =RADIUS RAD =RADIAL RES =RESIDENCE. RLS =REGISTERED LAND SURVEYOR RNC =RANGE R/R =RAILROAD R/W =RIGHT -OF -WAY 33.41 =RECITER SURVEYOR MAPER SWK =SIDEWALK SEC. =SECTION S.LP =SET IRON PIPE S.I.R =SET IRON ROD 7' =TANGENT TWP. = TOWNSHIP 11.3 =UTILITY EASEMENT UT1L = UTILITY W.F =WOOD FENCE---*- - W.M =WATER METER C= 4 =CENTRAL ANGLE X.XX =ELEVATION Project: Model: Block No: Lot No: 9999 N.E. 13 AV. Contact Slte Office To: MR & MRS. ROBERT LUDICKE Deliver To: 9999 N MIAMI Delive Ten Material Summa Truss List Job Page: Date: Project Account No: Designer: Salesperson Quote 1 of 1 11/27/2006 6K10 mtm r�r C E L r iR1 �. DEC 14 200 ID The truss drawing referenced below, have been prepared under my direct supervision based on parameters by ArchebrrXrrg. r'a record using MiTek 2020 software Pages or sheets covered by this seal: 0001 thru 0013 Total: 13 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15 -31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -98 per FBC 2001. Wind speed 146 mph.Exp: C Category II: Importance factor= 1.00.Wind directionality factor 1.00 KD. Truss Truss 0001 CJ9 0002 H1 0005 J3 0008 J5 0009 T1 0010 V11 0013 V7 Truss 0003 HG1 0007 J5A 0011 V15 Truss 0004 J1 0008 J7 0012 V3 MIT #8,1610•114-0 Miami Shores Villa. e APP DVED BY DATE SUBJ 8 15IMPUAN WITH ALL FEDERAL STAT PbTEMR1CfCAULES AND REGULATIONS • •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• ••• •• • • • • • • • • • • • • • • • ••• •• •• • • ••• • • • • • • • • • •• • • • • • • • REMEERTO CONTRIt AS, P.E Consulting Engineer Civil/Structur 30 N • §i? ,venue, #C -101 • • . • **Viler', L 33172 Phenn ((3t $)•S$7 -6797 ••• 1Poncia P.E. 21522) NOV a 12006 1 AI -Flex Exterminators, 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 / Miami Florida 33165 -0213 Tel. (305)552 -0141 / 1 -800 782 -9284 FAX (305) 227 -1797 WEB PAGE: www.al - flex.com / E -Mail: al- flex @bellsouth.net Partial Treatment Notice Project Name: ADDITION Property Address:9999 NE 13 AVE Lot 0 Block 0 Model: MIAMI Service order by: F.R. BUILDES 9810 NW 80 AVE # 8H HEALEAH GARDEN, FL. 33016- Permit #: FL Date: 10/20/2006 Time: 8:00 AM Applicator: LAZARO Product Used: PROBUILD T.C. Chemical Used: CYPERMETHRIN (active ingredient) Number of Gallons applied : 54 Percent Concentration: 0.25 Area Treated : 540 Sq. Feet Tamp: N Linear feet Treated : 92 Stage of Treatment : Horizontal /Interior Vertical This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract, Al -Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shalt not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grade accordance with pesticide label and Florida Statue. Warranty and treatment certification will be issued upon completion of final treatment. This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing. NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators should treatment be required for patios, driveways and entryways. Al -Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY November 4d', 2005 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Re: LUDICKE RESIDENTIAL ADDITION Permit No. 05 -1413 9999 NE 13th Avenue, Miami Shores, Florida Letter of Intent for Special Inspector Dear Building Official, Civil and Structural Consulting Engineers Quality and Innovative Engineering Design c.1iY e'f 'tfr /ob Please accept this letter as letter of intent for the proposed special inspections for the above proposed residential addition located at 9999 NE 13th Avenue, Miami Shores, Florida. The special inspections shall be performed as per the requirements of the Florida Building Code. Proposed special inspections shall consist of the following: 1. Concrete Masonry Construction for exterior walls 2. Wood roof truss installation, anchorage to structure and permanent bracing. 3, t9iLit&S Proposed inspections shall be performed by the following Engineers: 1. Tom Marinos, P.E. License No. 51562 2. Luis Ortega, P.E., License No. 61145 If you have any questions or concerns in regards to the above matter, please do not hesitate to contact our office at (954) 437 -3111. Thank you. Respec y Sub TOM MARINOS OJVIL, STRUCTURAV REG. NO. 51562 it II ,;°" %:a s, .E. l ject Manager Civil, Structural, Transportation Engineering y:\ tommy\myfiles \wp \letter\LUDICKE- SPECIAL INSPECTIONS 1 OF 1 9050 PINES BLVD, SUITE 190, PEMBROKE PINES, FLORIDA 33024 TEL: 954.437.3111 FAX: 954.437.3137 • • • • • • • • September 1, 2006 J.L.0 Enterprise, Inc. 4001 SW 139t Ave. Miramar, FL 33027 RE: Pile installation certification Proposed Addition 9999 NE 13th Ave. Miami Shores, FL 5450 Griffin Road, Davie, Fl. 33314 Tel: 954 -584 -6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe@arch- engr.com This is to certify that on August 25, 2006 a representative of this office monitored the installation of the auger cast piles at the referenced site. A total number of seven piles were installed at depths and locations shown in the attached pile installation log, and location sketch. The piles were installed at the locations staked in the field by the owner's representative who was responsi- ble for staking out the pile locations. We further certify that our authorized representative observed the piles, their installation and that the workmanship and materials used were in substantial compliance with the specifications supplied to the Piling Contractor. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 15 tons (30 kips) as shown in the attached pile , installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soil a En .a eering & Testing, Inc. Cc: Enc. City of Miami Shores, FL Client (2) Allison. Ludicke 14" AUGER CAST PILES INSTALLATION LOG Page 1 of 1 Miscellaneous Notes: PROJECT: Proposed Addition CITY: Miami S, ' FL. Steel Spec's: 5 #5's w /ties @ 12" ofc full length CONTRACTOR: Allison Ludicke Logg .; y: RC Grout Spec's: 5,000 psi ADDRESS: 9999 NE 13th Ave. En iiieers Se Load Bearing: 15 tons Pile D Auger Time Pene tration (Feet) . Theor. Amount of Grout (CY ) Pump Stroke s Actual Grout Amount (CY) Grout Factor Kips . Notes: 08/25/06 1 1 2:05 14 .o 0.56 35 1.05 1.88 30 START 12:45 Tarmac 1451 2 2 1 :48 14 0.56 33 0.99 1.77 30 Arrived 12:35 3 3 1:45 14 0.56 36 1.08 1.93 30 9c.y. 4 4 2:30 14 0.56 35 1.05 1.88 30 5 1 :40 14 0.56 37 , 1.11 1.98 30 6 6 1 :30 14 0.56 33 0.99 1.77 30 7 7 1:45 14 0.56 36 1.08 1.93 30 Stop:1:40 8 g 10 11 12 13 14 15 16 17 - 18 19 20 Miscellaneous Notes: PROJECT: Proposed Addition CITY: Miami S, ' FL. Steel Spec's: 5 #5's w /ties @ 12" ofc full length CONTRACTOR: Allison Ludicke Logg .; y: RC Grout Spec's: 5,000 psi ADDRESS: 9999 NE 13th Ave. En iiieers Se Load Bearing: 15 tons •. • • • • • • • • • Location Sketch K\ n cksbn 5450 Griffin Road, Davie, Fl. 33314 Tel: 954 -584 -6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe@arch- engr.com 5• 9. •1 • �. TRACY CONSULTANTS INC., 4660 SW 128th AVE., FT. LAUD., 33330 PH. (954)434 -5035, MOB. (954) 651 -2840, FAX(954) 434 -1675 HELICAL PILE LOG DATE; SEPTEMBER 14, 2006 CONTRACTOR; J.L.U. ENTERPRISES TAB06 -090 OWNER; RESIDENCE ADDRESS: 9999 NE 13th AVE., MIAMI.., FL. GEN. CONTR; F & R BUILDERS, CORP. PILES & TYPE DEPTH FT. FINAL INSTALLER PSI FINAL TORQUE FT- LB'S CAPACITY IN TONS REMARKS 1 278 14 800 4 000 10 2 " 14 « « « 3 « 14 « « " 4 " 14 « ,, EQUIPMENT: RG -8000 / ART -0030 DRIVE HEAD MACHINE MOUNTED MATERIAL: A.B. CHANCE HELICAL PILING SYSTEM WITH A 2.875 SCH 40 PIPE IN 7 FOOT SLEEVED EXTENSIONS AND A 10 INCH HELIX LEAD SECTION. INSTALLATION: EXTENSIONS ARE SLEEVED IN TURN TO THOSE DRIVEN WITH THREE 3/4" THRU -BOLTS AND CONTINUED TO BE DRIVEN OR ROTATED UNTIL THE DESIGNATED PSI IS REACHED. PIPE IS CUT TO THE DESIRED ELEVATION AND TOPPED WITH A 8x8x1/2 STEEL PLATE . PORCH 1 2 3 4 O O O O ROBERT N. TRACY, P.E., #11363 PRESIDENT TRACY CONSULTANTS INC., 4660 SW 128th AVE., FT. LAUD., 33330 PH. (954)434 -5035, MOB. (954) 651 -2840, FAX(954) 434 -1675 HELICAL PILE LOG DATE; SEPTEMBER 14, 2006 CONTRACTOR; J.L.U. ENTERPRISES TAB06 -090 OWNER; RESIDENCE ADDRESS: 9999 NE 13th AVE., MIAMI.., FL. GEN. CONTR; F & R BUILDERS, CORP. PILES & TYPE DEPTH FT. FINAL INSTALLER PSI FINAL TORQUE FT- LB'S CAPACITY IN TONS REMARKS 1 278 14 800 4 000 10 2 " 14 K " " 3 " 14 " " Li 4 ii 14 Li f> GL EQUIPMENT: RG -8000 / ART -0030 DRIVE HEAD MACHINE MOUNTED MATERIAL: A.B. CHANCE HELICAL PILING SYSTEM WITH A 2.875 SCH 40 PIPE IN 7 FOOT SLEEVED EXTENSIONS AND A 10 INCH HELIX LEAD SECTION. INSTALLATION: EXTENSIONS ARE SLEEVED IN TURN TO THOSE DRIVEN WITH THREE 3/4" THRU -BOLTS AND CONTINUED TO BE DRIVEN OR ROTATED UNTIL THE DESIGNATED PSI IS REACHED. PIPE IS CUT TO THE DESIRED ELEVATION AND TOPPED WITH A 8x8x1/2 STEEL PLATE . PORCH 1 2 3 4 O O O O ROBERT N. TRACY, P.E., #11363 PRESIDENT TRACY CONSULTANTS INC., 4660 SW 128th AVE., FT. LAUD., 33330 PH. (954)434 -5035, MOB. (954) 6.51 -2840, FAX(954) 434 -1675 HELICAL PILE LOG DATE; SEPTEMBER 14, 2006 CONTRACTOR; J.L.U. ENTERPRISES TAB06 -090 OWNER; RESIDENCE ADDRESS: 9999 NE 13th AVE., MIAMI.., FL. GEN. CONTR; F & R BUILDERS, CORP. PILES & TYPE DEPTH FT. FINAL INSTALLER PSI FINAL TORQUE FT- LB'S CAPACITY IN TONS REMARKS 1 278 14 800 4 000 10 2 14 " " " 3 " 14 " " 4 " 14 " It 44 EQUIPMENT: RG -8000 / ART -0030 DRIVE HEAD MACHINE MOUNTED MATERIAL: A.B. CHANCE HELICAL PILING SYSTEM WITH A 2.875 SCH 40 PIPE IN 7 FOOT SLEEVED EXTENSIONS AND A 10 INCH HELIX LEAD SECTION. INSTALLATION: EXTENSIONS ARE SLEEVED IN TURN TO THOSE DRIVEN WITH THREE 3/4" THRU -BOLTS AND CONTINUED TO BE DRIVEN OR ROTATED UNTIL THE DESIGNATED PSI IS REACHED. PIPE IS CUT TO THE DESIRED ELEVATION AND TOPPED WITH A 8x8x1/2 STEEL PLATE . PORCH 1 2 3 4 O O O O ROBERT N. TRACY, P.E., #11363 PRESIDENT M IA M MADE BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA OCT 1E©mr, 0 4 B Y: - --�! i(G� - - - -- t'S�b� -1413 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 DAB Doors Inc. 12195 N.W. 98th Avenue Hialeah Gardens, FL 33018 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 matPriai 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: Sectional Garage Door18'- 2" Wide. APPROVAL DOCUMENT: Drawing No. 99 -24, titled "Sectional Residential Garage Door", dated 09/22/99 with last revision on 02/01/03, sheets 1 through 3 of 3, prepared by Al- Farooq Corporation, signed and sealed by H. Farooq,. P.E., bearing the Miami. -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact r✓ 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four tunes a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 35,00 psi or more shall be used to make door panels for Dads County under this Notice of Acceptance 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 thej ,Iluest bf Chelhairdaini Meat This NOA revises NOA # 99- 1203.01 cgnsks of thi pug& fas:wai iUs to approval document mentioned above. The submitted documentation was reviewed10 Coide '. l+'ont l E. • . • ... • • • .. • .... .... .. • NOA No 03- 0210.04 / • • Expiration Date: March 10, 2008 Approval Date: April 03, 2003 ... • • • • ••e • • Pagel • • • • • • • • • • • ... • • . • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • DAB Doors Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED For File ONLY. Not part of NOA) A. DRAWINGS 1. Drawing prepared by DAB Doors, Inc., titled "Sectional Residential Garage Door", Drawing No.99 -24, dated 09/22/99, with latest revision on 02/01/03, sheets 1 through 3 of 1, signed and sealed by H. Farooq, PE. B. TESTS 1. Test report of large missile impact test and cyclic wind pressure test on "24 ga. sectional garage door ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -99 -825, dated 07/22/99, signed and sealed by H. M Medina, PE. 2. Test report of uniform static air pressure test and forced entry resistance test on a "24 ga. sectional garage door", prepared by Hurricane Engineering & Testing, Inc., report No HETI --99 -824, dated 07/22/99, signed and sealed by H. M Medina, PE. C. CALCULATIONS 1. Calculations dated 11/07/99; pages 1 through 4, prepared by Al-Farooq Corporation, signed and sealed by H. Farooq, PE. D. MATERIAL CERTIFICATIONS 1. Tensile test report No. HETI- 99 -T174, prepared by Hurricane Engineering & Testing, Inc., dated 06/06/99, signed and sealed by H. M Medina, PE. 2. Salt Spray Exposure test report No. MTS 258592, prepared by Celotex Corporation Testing Services, dated 08/17/98, signed and sealed by R. G. Miller, PE. E. STATEMENTS. 1. Letter of Code Compliance issued by Al- Farooq Corporation on 11/09/99, signed by H. Farooq, PE. 2. Letter of No Financial Interest issued by Al- Farooq Corporation on 11/09/99, IL Farooq, PE and notarized by R. de la Guardia on 11/15/99. 3. No change letter issued by DAB Door Inc. on 03/11/03 and signed by R. Berger. 4. Steel strength verification affidavit prepared by DAB Door Inc. on 01/20/03 and signed by R. Berger. •• ••• • • • • • • • • • • • •• • • • . • ••• • •• ••• •• • • • •• • • •••• • •• • • • • • • • ••• • • • • • • • • • •• • • • • ••• • • • • • • • • • •• • • E -1 0•. • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •. •• •.• • • • ••• • • Candido F. Font, PE. Senior Product Control Division NOA No 03-0210.04 Expiration Date: March 10, 2008 Approval Date: April 03, 2003 • • ••.a•• • • •••0 •• • •• • • • •..• •••. • • ...• • • • .. " • (ABLE 1 NI •IRA? TYPE • • • • • •W/ MIN. !j W.1•SAFETY FAO1P • • • • • MRAULE A' • • • • I I IJI147=.I It IG=NI AA V14i 1 it=st 1 I J I'/IJ I) N 1 11 r 41 U l ll rh l I 1 1151 I 11 1 I 11= 11 111 B SPRING LOADED SLIDE BOLT LOCK (50114 SIDES FASTENED W/ (4) # 14 X 5/8' S.M.S. 5/8' MW. LOCK ENGAGEMENT CONFORMS TO SFHC 380'4 2 REGARDING GARAGE DOORS • •. • • • • •. • .• 0008 warms • •••• S'- 'T011' -10' 12'80" TD 13' -10' • 14'RI' TO 10-10" 1 ' -11' TO 10-2' •••.�• • • • •••I • • i 49 I I ==== -7i I LI i l ll l n======�(! Ili7i I l 1 115 =`fII I l III I l=` = I CJII ice" =m If l A -A Y V' I I, 111=1 ILIAA R I I 1111 I lam— I I ICI 115=rf1[IQI =il III l fl All 1(I �— I W.. W1)1I B io • 7 et 0008 VECHT • ',:11'4' OF Baran �rao� i. : 7' -0• 4 SECTIONS 18' 0' 51154 3 8E0ML8 8' ERN 8'- 2 SECTIONS 18" 3 SEC= 21 8' -8' 1 SECTION 18" 4 SECTIONS 21* 11'-11" 0 850115110 21' - 0 0 soma ta - INISTA• ELL ra.: . . . •zy MEAN/ 3 S471043 18 ,... T4SO N.M. 2 SCAM 10' C3= �•=•Sii 1 -3 10-8' 1 _ .. 1 5 SECTIONS 21' 5 SECTIONS 21' - 10'-0" 0 SWIMS 18' 1 MOON 11" 11' 0 anon 1 *2 SECTIONS 21 11-3' 4 - ' ,' s 3 SECTIONS 21' 11'-8' 3 + •:' : 4 %COOS 21 11'-8' 2 SOAPS 15 " 0 SECTIONS 31 11' 1 SEC11082 1•' 8 SECTIONS 21 11' -3' 7 21' - 1 8_ 17-5' 0 SECTIONS W' 13' 4 SECTIONS td' '+ I,•� 13' -3' 3 MOONS 1113" . •• ii 8F 51ra = •t 14' 14' 8 SEC 1023 21 - 14'-3' 14 -5 8 50071103 15' 0 SIMMONS 3 50077003 21 4 warms s 21 14'-8" 15' 4 SECTIONS 18' 3 SECTIONS 18' 3 SWOONS 21 8 SECTIONS 21 10'-3' 2 18' 7 :,'.n• - 21 .aii�L,?'[t-,I♦a TO SECTIONS 21 1 SWOONS 18 SECT= 4 SEC= 21 • • • • • • t OPTIONAL VENT - MAXIMUM OPENING AREA 120 S0. IN. MAX. 0008 WIDTH L A it:1 1-1/8" X 1-1/8" X 2 -3/8' LONG LOCK BAR WOE (1) ON CENTER BnLE .181' X .8W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTE 1. THIS PRODUCT I5 DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE ALSO FOR WINO LOADS AS PER ASCE 7 -USW) COR80SPOICING LOADS. E ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL 8E ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING COMMONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. DAB DOOR MODEL 824 MAX. SIZE 18' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING m + 45.0 PSF - 50.0 PSF THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT_ 1998 TRADEMARK PROTECTED DO NOT RPRODUCE WITHOUT WRITTEN CONSENT. Eeprt C�RO F �UN FAR000 C N 3538 FE PATENT PENDING PRODUCT RENEWED as B� with the Melds 200122sa' Re" :t EINITAKI Dmde@mdudCoalfet Make a 0 1 drawing no. 99 -24 (sheet lot 3 ) • • •••11 •• • • •••11 4141 • •• •1•• • •• •• • • •••••• • • • • • ••• 1•• (2) BAR GA. X 2-1/4° TRUSS X 3/4" 60710M�OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W TWO # 14 X 5/8 S.M.S. V AND FOUR 14 X 5 /8" S.M.S. • • Olin • 413y(J7�(R'�F- �QRU1- /2- X 13 Cdr. ar -Tyry 8 EX 12 GA. BOTTOArla• • • ALU WRH ROB $1� TfIER RIVETS IMO • • • • FASTENED��_IIN55rrT/ 8° X 1° SIs © 48° O.C. 1ST SECTION (BOTTOM) • • ItteONNO • •••• • SOUTHERN PINE 0.55 0.0 • •• • • • K BRACKET FAMINE) D JAMB WITH 5/18X 1 -8 8" LAG SCREW 2 PER 8 OPTIONAL STOP MOULDING BY DOOR INSTALLER 16 BGAAR.X fG 4" X11 X 3 4° BALK STEEL 16055 FASTENED TO VER 10$ INTERMEDIATE STILLS TO W/ TW0 / 14 X 8/8 5.1.15. AND W/ FOUR:NID 14 X 5 /8" S.M.S. �I i0' INTERMEDIATE SECTION$ REINFORCING / 14 X 5 /8' SMs 8 PER HINGE 1/2" X 1 -3/4" X 1/16" VERT. ALUM TUBE (6083 -T6) GLUED TO PANEL AND SECURED TO END STILE WITH 3/16' POP RIVETS • 12" 0.0. 1 -7/8" X 2 -8/8" X 18 OA. STEEL CENTER STILE RIVETED TO PANEL SKIN W/ (4) ALUM RIVETS II J ToP SECTION REINFORCING 16 GA.X 2 -1/4' X 2" X 3/4" GALV. STEEL U. BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE 511LES W/ 7WO A 14 X 8/8" S.M.5. AND 81// FOUR l 154iCXE 8/8" S.M.S. 3/8" HIL71 SLEEVE ANCHORS OR EQUAL 1 -1/2" MIN. EMED INTO MASONRY 2 PER BRACKET 3/4" X 2-1/2" X 18 GA S END STILE RIVETED TO PANEL SKIN W/ 3/18' ALUM RIVETS 67 8 8/8"X18 GA. STEEL 14 X 5/8" S.M.S. 2/ HINGE 1/2" PUNCHED HOLES 0 4" 0.0. THIS DRAWING IS PROPERTY OF DAB DOORS INC. COPYRIGHT 1998, TRADEMARK PROTECTED DO NOT REPRODUCE WITHOUT WRITTEN CONSENT. 1 1/4° PATENT PENDING PR0DDCT RENEWED yiipaUh the Monde Tie 0 Eric arias 1 =7/157. [+7' 12 GA. STEEL TRACK BRACKETS SEE SHT. 3 FOR SPACING 'MP BRACT 3- 13/18"X1 7/8"X2 - X3/16" BOTTOM BRACKET 3- 5/18"X1- 7/8"X2 -3/10"_ 14 GA. X2 -1 /8°X 1° TRACK FASTENED TO TRACK PLATES W/ 1 4- 20(3/8' TRUSS HD. M.S. & LOCK NUT B 03 7/18' PUSHNUT INSTALLED ON ROLLER SHAFT SECTION B -8 18 GA CALK STEEL. CENTER HINGE ROLLER HINGE �gw 0 5 drawing no.` 99 -24 (sheet 2of 3) • • • iL • • • • 000400 0041• • •.0 •. 41.41• • •• 4141 •00• HORIZONTAL REINFORCEMENT •1/1•11•i -3/4" X 1/18" • ALTDBE (BO TB • • UT TO MISS, • GLUED TOP FASTEN • STILES W •{ )alt POP RiVETS • • • • • • • • • • • •0.0 • •••• • • •••• • • • •• • • • •••• 12 GA OALV. STEEL TOP ROLLER BRACKET DOUB FASTENED W/ (6) # 14 X 5/ S.M.S. 4/16° X 1 -5/8° LAG SCREWS INTO W000 OR 5/16° SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 1- 13/18" DIAL ROLLER W/ TEN 1/4" HARDENED STEEL BALL BEARINGS IN 7/16 CASE "LNGNHARDEN OUTER SHAFT BRACES o • • • • • 21" PANEL SECTION A —A 2 -1/2" X 4-1/4° X 13 GAL STEEL PLATES WELDED TO 1 -1/2" x 1 -1/2" x 14 GAL ANGLE FASTENED 70 TRACK WITH (4) 1/4-20 S5. BOLT & NUTS OPTIONAL EPS- EXPANDED POLYSTYRENE INSULATION BY APACHE PRODUCTS CO. DENSITY - 1.07 PEW' N.O.A. # 01- 1108.09 14 GAL GALV. STEEL ROLLER R # 411 6/8" SMS MIN. 24 OA ROLL FORMED STEEL PANEL DRAWING QUALITY 0 -40 MIN. YIELD STRENGTH - 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BBOOTTO� BRACKET AF ED HORIZ TRACK SUPPORT AS READ. BY DOOR INSTALLER HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12" 8 TRACK CONFIGURATION WOOD FRAME BUB.DINGS STUD WALLS OR DOOR OPENING SHALL 80 FRAMED SOLID BY NOT LESS THAN 208 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUD WALLS TO BE CONT. FROM FOOLING TO 11E BEAM. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD .WMES WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY WITH 1- 3/4°O09 ON ANDCOLUMN WING 1/e OF 8" NS OR 3/8" DIAL MILE SLEEVE ANCHORS, 1 -3/4 MIN. AND A SPACING OF 12' 0.0. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND RENFORCED WITH FOUR _# HORS EXTENDING INTO FOOTNG AND INTO TIE , ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHER5 2" X 3-1/2" X 12 GAL TRACK BRACKETS 2 -3/16" KOH CONNECTED TO TRACK WITH ONE 1/4 BOLTS & NUTS. r. UMAYOUN STRUCT�U.RpES FL CANE.` '353888°7 FEB 0 3 2003 PRODUCT MEWED as axa,rP,y1gwith theFIoHda 1 k •b 1s 1 drawing no. 99 -24 shoot 3 of 3 Miami Shores Village Building Department laa'14:Mtid AVenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. CAS - /W3 Job Name At Date /0/21/0 -7 BUILDING CRITIQUE SHEET /�ss,;7 I.ce� ��2 ji 1c,a. ;c►,cl �e % r22. 12.6 di 6,-/--Hn 6,7 i.t./...42-e /2,5 0.0 -27-74E S OA) t2 14)4 G�S /20o 7ous s t ti cl A fti` , lus .e < <o do 5.. A. Go g ger/4 rit-t- / Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 r Date Comments Initials 4/24/06 Miami Shores Village Building Department Planning & Zoning Conditions TM Permit No.: BP2005 -1413 Applicant: Allison Ludicke Job Address: 9999 NE 13th Avenue Date Comments Initials 4/24/06 Permit has been signed off with the following two conditions. TM 1. Owner/ Contractor must acknowledge by signature and date that barrel tile roof will be "color thru" as indicated on Sheet A -1 of submitted plans. (per Village Code, Section 523.1) 2. Owner/ Contractor must acknowledge by signature and date that driveway width will not exceed 24' feet when providing 2' flairs on each side of the driveway as indicated on Sheet A -1 of submitted plans. (per Village Code, Sec 521 b) PZ06- 0323 -13 9999 NE 13th Ave. Miami . Chore3 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DEVELOPMENT ORDER Whereas, the applicant Allison Ludicke (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Garage Alteration and Addition. Whereas, a public hearing was held on April 11, 2006, and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing. The barrel tile roof must be color -thru. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 11th day of April, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Reese Yes Chairman Fernandez Yes PERMIT # 12 -Pz O -- e ° ' � � o CONTRACTOR: SUBMITTAL DATE: I O / 5 PROJECT TYPE: lljfYUrt, Z_ toed IL 6,11 iei) \) \iO5' 4'c—it 01431 � i/ f ZNJNG3INI 005-Aptif e FIRE Rif. J4/4/4.5- ig ' u %4/060.- STRUCTURAL - IMPACT FEES 914N ELECTRIC / t0 `1' V 1Z- 0 HRS /DERM 5/221 06 PLU - /0/kyol NOC ,' 1 , D 1A MECHANICAL - - //' BLD 10�2'Z s o(A11 i REMOVE SEP 7 7 2005 Q IQ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING PERMIT APPLIC TION FBC 2001 Permit Type (circl 1 Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address 9°i/9 0 \ E J Pv€_ City, State \'C._ *Z `7 1(.0 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) Q 9j C3Qj A 2 j aAi'1 City Miami Shores Villa County Miami -Dade Zip �� (, j Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. 4 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work: dition *Alteration ['New Phone # • cc S ®3 Lc�� Square Footage Of Work: k ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * ** * Fees** * * * * * ** * *,r** ** *,r * * * * *** * * * ** Submittal Fee $ Permit Fee $ °' CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning 4/v, Bond $ 300 -° Code Enforcement $ Structural Plan Review. $ ECG' eo 4 6-at? = /dam . ov Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip icable) rtgage Len 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 reinp ction fee will be charged - Signature Owner or Agent Signature Contractor The foregoing instrument was acknowledged beforeme thi Z The foregoing instrument was acknowledged before me this day of Q. ) , 20�� by . U( look. ,• day of , 20 , by who is person known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTA Sign: Print: NOTARY PUBLIC: Sign: Print: My Commission Expires: My Co fission Expires: = - - J u 13,2 `1 �� girded i * * * * * * ** * * * * * * * * * * * * ** *** . r�r•;4* *s k- mirk5ktt *4'4* * * ** *,tet ** * * * ** * # * ** *art, ** * * * ** * * * * ** * * * *** * * * # *** * * * * * ** APPLICATION APPROVED BY: chc 45/13/03 m4 444 S GT 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 Inspection Date: 10/29/2007 Inspector: Grande, Claudio Permit Type: Residential Construction Inspection Type: Survey Final Owner: LUDICKE, ROBERT & ALLISON Work Classification: Addition Job Address: 9999 13 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: RRC DEVELOPMENT COMPANY Block: Phone Number (305)754 -2903 Parcel Number 1132050090460 Lot: Phone: (305)598 -8761 Building Department Comments ADDITION OF 2 BEDROOMS & BATHROOMS BUMP OUT FRONT OF HOUSE %. M eri Passed O Inspector Comments CC AND DAVID DAQUISTO Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, October 29, 2007 Page 1 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 - 8. 4- 0012008 -5 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name ALLISON LUDICKE A2. Building Street Address (including Apt., Unit, Suite and/or Bldg. No.) or P.O. Route and Box No. 9999 NE 13 AVE City State MIAMI SHORES FL 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio#: 11320500904 60 Lot 1, Block 4, of EARLETON SHORES, according to the plat thereof as recorded in Plat Book 43, Page 80, of the public records of MIAMI -DADE county, Florida. For Insurance Company Use: i i" Policy M Company NAIL Number ZIP Code A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25° 521 02.30" Long. 80° 10' 17.08" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) N/A , sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 10 c) Total net area of flood openings in A8.b 1361 . O sq in Horizontal Datum: DNAD 1927 © NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 240. OOsq 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 openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07/17/1995 03/02/1994 AE 10 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0FIS Profile INFIRM Community Determined ['Other (Describe): B11. Indicate the elevation datum used for BFE in Item B9: © NGVD 1929 ONAVD 1988 ['Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ['Yes © No Designation Date: DCBRS DOPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: DConstruction Drawings* Building Under Construction* © Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al 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 MIAMI -DADE COUNTY B.M.# B -62 Vertical Datum NGVD 1929 Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 7. 76 © feet ['meters (Puerto Rico only) 9.28 © feet Ometers (Puerto Rico only) N/A © feet Elmeters (Puerto Rico only) 6 .97 © feet ['meters (Puerto Rico only) 8.69 © feet Dmeters (Puerto Rico only) 6 .50 © feet ['meters (Puerto Rico only) 7.08 © feet Ometers (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CjRTIFICATION This certification is to be signed and sealed by a land surveyor, engineer,.or architect a ojiz$d 6v iaww • o certify elevation information. t certify that the information on this Certificate represents m?b,est efestseto +nterpipt :gat:avai /able. 1 understand that any false statement may be punishable by fine or impris• QPnep>:Qndee 38 ti,S. Oedb, Section 1001. El Check here if back of form. Certifier's Nam Title PROFES Address 5582 N.W Signature SUR YOR FEMA Form 81 -31, Februa ' 2006 • ••• • *Licerose Nur er • • • • • • •• .6 3 • • Company Name• • • • °° • • • ••• •NOVA 3URVLYORS, INC. City State ZIP Code MIAMI •.• • • FL• ••• • 3126 Date • • • • Ielphdre ; • 10/12/t00i7. •• t,4851 :46 :!2640 See reverse side for continuation. #6437 10/12/2007 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building StFeet Address (including Apt, Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. 9999 NE 13 AVE City State MIAMI SHORES FL 4- 0012008 -5 For' insurance Company Use: Policy Number ZIP Code 33138 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 Section C 2(e) lowest elevation machinery is the A/C pad. Crown of Road Elevation = 4.55 ft Signature Date 10/12/2007 fl Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom-floor (including basement, crawl space, or enclosure) is Ofeet Dmeters ['above or ['below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ['feet ['meters Dabove 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 Ofeet Dmeters ['above or Dbelow the HAG. E3. Attached garage (top of slab) is Ofeet ['meters D above or below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is Ofeet Dmeters ['above or obelow the HAG. E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ['Yes DNo ['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 ALLISON LUDICKE Address 9999 NE 13 AVE City Code y MIAMI SHORES State FL 33138 Signature Date Telephone Comments 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. 0 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. 0 A community official completed Section E for a building located in Zone A (without a FEMA issued or community- issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: DNew Constluctipn• ]Substantial Improvement G8. Elevation of as -buiit lowest floor (including basement: oCtht be ildingi • : : • • • • • feet ['meters (PR) Datum: G9. BFE or (in ZONE AO) depth of flooding at the buikii� �g s+te• • • . • • • • feet meters (PR) Datum: Title • • • Local Official's Name Community Name Signature • • •, •••• •• Telephone, • • • , • • • • • • • • • • • •; • • • • • • • • • • • •• • • Date* • . Comments • • • • • • • • • • • • • • • •• • • ••• • ••• • • • • • • • • ••, • •• • 0* fJ Check here if attachments FEMA orm 81 -31, February 2006 Replaces all previous editions fit TEOTE5NWT 5582 N.W. 7 S 1 20 '� ... ' - VEY No. 04-1 ' 1h TELEPHON 31 ': TELEI, ON trutt Pururgors 1itr. 1 OCT �'', FAX: (305) 2 9 Cr ' LAND SURVEYORS sad NAe:o ono __ DRAWNB` �# c BOUNDARY SURVEY SCALE =1' : 20' i • s sG7ffKi�, c�C BISCAYNE BAY X t�s-r _ __ �__ • .x' . ...3.54' SEAWALL • - . .. .4 . . . F.I.P 1/2" NO CAP ON P/L NO CAP ON PL g'� 9 0 •9,�'X 9 Xt,o 9 '1, 84.00' 0.6 90ey xA• " la `Y ;� 6• I y�e X 2' CBW 600 I x� ,'� \>- s�; �S1 yr. f r .' 1 X x6. d $ STEPS 0 X 16.01' .� ° ' .r. � - • %1/ ///-,,.. POOL '',/,`.,,<,.:-/,...' y '? , ry, re ✓'�\ /r / Y5 f 1 TI� rr i '� �' `S ~ ; : ,��n �.� .. POOL MOTOR HEATER POOL LOT - 3 BLOCK-5 0 in O 0.21' CL 1 • I % ' ' %.IMP; `�; IX 0 : ; 6`I' �ti 17.50' b 4,3 27.80' _ 14.05' v 17.45' ONE STORY RES. # 9999 LOT-1 BLOCK -4 F.F.E =9.28' FLOOD VENT ELEV. =7.76' GARAGE ELV. = 6.97' 29.20' x6itN s WI !'` {. . N 61 %t6 0.40' CL 1 I , / 09 X • 6• `� /-�l% %K , ; r t '. f'. •:,Z 5.80' S N 25.50' - a 4.35' C N 0 6S 06 X1 10.68' 28.10' 0.10' CL mom 9.90 50.00' ri 6. N i X6. ��� 106 * a�z,��•.'..•\ . w{ut� u3 N O $L, 9� ^`" ' ` `L\` z T :,6 -44 ' j\ Y ;v1 ■ -.': ti.2�.. ( ' X q yX 66 6. X x 43. ® h• W M X rl. faX x bO• F.I.P 1/2" F.I.P 1/2" NO CAP NO CAP U r> P. - ..,.;" '., ,`; ; :; 'ry }J:1 ` _ :V _ ��i `: :f i<;:y<.` ` 93.49' ® W.M. • T.B.M. NAIL BDISK •••� 20' PWY ELEV.=4.20' ***lie ,„, ti6 • • of% F.I.P Ur • O CAP • • •••• • • • • • • • • • • • • • M1 WWW • q °0 y � � 11 SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. BLDG DEPT IIIMA � / SUBJECT TO COMPLIA4 TH ALL DERAL STATE AND COUNTY RULES AND REGULATIONS 8582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33128 TELEPHONE: (305) 2842860 FAX: (305) 284-0229 DRAWN BY: N.G. Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 4- 0012008 -5 SHEET NO 1 OF 2 SURVEY OF LOT 1, BLOCK 4, OF EARLETON SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 80, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 9999 NE 13 AVE, MIAMI SHORES, FL 33138 FOR: ALLISON LUDICKE LOCATION SKETCH 44=W ted4e. Afitt We 4.. Scale 1" = NT.S. Z.4 N.f. 997"' $TH r° 1D. 4.61.22. 00Tat. G93 260' J'O' Pi 8 •' 14391' 7 (I ,- II.- 11 I 6 to. - 6 4 ?'BD-40 •• 4 3'lEpond 2 e _ 8 fift /o 4 // I( /2 /2 /4 • /5 /G /70 SUBJECT nnnnsery 99 '"`ma . /0575 `ratlor� \ 9 184/4' I 75' 8 {. • ��_ �. - 7 - 6 - 5 •• 4 3'lEpond 3 ,. 2 il4r , / o 7.505 /0 `ra;z;�,.b_ 1; •r... II $1,1 // 6617. VI . „ /2 /3 I ✓1 1 /4 /5 /6 /7 /8 ABBREVIATION AND MEANING A =ARC A/C = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE LB. 116044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE = CENTER LINE = MONUMENT LINE - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND /OR A GRAPHIC REPRESENTATION OF TI-IE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL L�VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING S IN NEWtO RUWITH NN, UNLF•SS OTHERWISE T NOTED. THIS FIRM HAS NOT ATTEMPTED ED O LOCATE FOOTING AND /OR FOUNDATIONS. F•p • • - - HEREONN,, THE CERTIFICA_ 1TES DOES NOTV'El� TO ANY UNNAMED USE Y. THE ENTITIES NAMED. jj OR MAKIN O GUARANTGfiB•� E. JO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.MA - NULMAKIN BE cONT,/4 &TED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED4InONE: AE• • • L8P MUNITY/PANEL/SUFFIX 120052 0093 J DATE OF FIRM: 07/17/1995 •BASIFILOOD ELEVAITION: 10FT. • • • • •• • • • • • • •••• •• •• CERTIFIED TO: ALLISON LUDJQIsc • • •••• • • • • • • • • • • ••• • • • • • • • • • • to LEGEND TYPICAL -014- OVERHEAD UTILITY LINES CBS = WALL (CBWI -x-* C.LF. = CHAIN LINK FENCE -0-0- I.F. = IRON FENCE - lf-.'f W.F. = WOOD FENCE = 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. B-62 LOCATOR NO. 3250 SOUTH ELEVATION 8.74 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017.6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: ROBERT IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: . _ ALL STATE ENGINEERING MOM51719 ALL STATE ENGINEERING AND TESTING CONSULT 413(79 2007. g. TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES - CHEMIST - DRILLING- ENVIROMENIAL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 - Phone: 305- 888 -3373 Fax: 305- 888 -7443 Field Density Test of Compacted Soils ASTM Method: D- 2922 -81 BY Client: Address: Project: Address: Phone No: Attention: Lab ID= i# =` F & R Builders 8642 NW 198th St. Hialeah Fl. 33015 SFR 9999 NE 13 Avenue Miami Fl. Order # Date f ‘.0augelk 07 -913 10/15/07 13264 ocation 07 -8850 07 -8851 07 -8852 07 -8853 Slab on grade —NE comer — Slab on grade —NW comer — Slab on grade —SE corner — Slab on grade —SW comer — Description of Material r ;;fr Fine tan silica sand with lime sand mix &ack:F'll = .....; : JOSE a .Sub�rade... �: WW Base rock Sampled By Pedro Tested By , Jose Laboratory Identicaion ZNtrrnb 07 -8850 07 -8851 07 -8852 07 -8853 urn 1 2 3 4 Depth'n 12" 12" 12" 12" Field Density 7). 112.3 112.9 114.0 112.0 ltloisture Conten 7.3 7.1 7.3 8.0 axunum Density 'field (%) 98.7 99.2 100.2 98.4 Compacturn Vlaxiinum bens, uarertrent b 95% 95% 95% 95% FOW ens 113.8 113.8 113.8 113.8 Proctor°T 180 AASHTO 07 -927 07 -927 07 -927 07 -927 Optimum Moisture 8.4 ReportedBy...> JOSE GieckedBy WW Typed By °, r AG As a m o'; ;'on,''clien •• ••• • • • • • •• • _.. WAYNE WEBB P.E #56701 0 (1 0? Respectfully iubin tied by, • • • ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. • • •• •••• • ••• • • • • • • • • the propert,, tame) tested I'e found differett tom those encountered on the tested locations reported on our Density ing Consuthas, tins note li'2jerespoifsible. • public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statem ts, cone usions or extra `K from our reports is reserved. ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ALL STATE ENGINEERING ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES- ENGINEERS - INSPECTION SERVICES- CHEMIST- DRILLING- ENVIROMENCAL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 - Phone: 305- 888 -3373 Fax: 305- 888 -7443 PROCTOR COMPACTION TEST Date October 15th 2007 r der Numbe, 07 -913 Clien F & R Builders Address 8642 NW 198th St. Hialeah Fl. 33015 Project :. SFR Address'::= 9999 NE 13 Avenue Miami Fl. Sample Location; Stock pile at the job site Soil Description Fine tan silica sand with lime sand mix Sampled by Pedro Reported to Jose TEST RESULTS Laboratory Nurnber: 07 -927 le Nub 01 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 101b. Hammer and 18" drop A -ASHTO designation T- 180 -C. oisture 5.4 109.5 6.5 111.9 8.4 113.8 10.8 111.2 • Optzntuyn Moisture (y 8.4 100%'Max Dry Defisitj 113.8 111.5 95% Dry: ensi 108.1 100% Sampled BY Abbasi Tested B,y JOSE Checked By WW Typed By - AG •. ••. • • • • • • • • • 117 115 113 111 109 107 105 103 MOISTURE KIM SUM .11■a>r■1 ■Ii iirillri1111tr.»I SUM ■■■N E■■N ■■■NI MUM M ■ ■■ NAM E ■E■ ■■■ ■■■E ■■E■■■■■I■■E■M■ ■■I■■■ ■■■■ mum moo mom ■■■■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■ ■ ■■■ ■■ ■m mom o ■ ■■ ■■ ■■ ■■■■ EOM ' ■■■IMUM ■ ■■I■ ■■■t■ ■■I■■■ ■■■�■ ■ ■ ■ MOO ■ ■■I MEN ■E■I.E■■ ■ ■■■E■ ■I ■ ■ ■I MENU MEN NMI MINN ■..■ moron` ■mmo ■ mo ■.-. ■wm■ ■mww ■■■■■ ■■■I■■■ ■E ■ ■1■E■ IEEE MINE ■ ■■■ NEM NMI" :. =5 NUN ■E■■ I■■■ NUN N■■■UPid NEON \emu ■' IEEE ■ ■■■ MUM •E■N inANN ■■■ ■t\\ NUN ■■■■ ■■Ei ■■■■ I■■■ ■■■■ ■■■■ ■■■■ IEEE ■I .f ■1■■■ ■ ■E■ ■■■■ ■Ouu IEEE ■ ■ ■■ PANE mom Nom :■■■■■■►,MIME ■ ■ ■P AMEN ■MMN ■ ■ ■ ■ ■■ ■ ■■•i\7■■■ ■■II■E■E NUM :MUM ■ ■ ■■■■■ ■■■ ■■ 1r4• ■ ■E■ mu IEE ■1 ■EE'mom IEEE mow. Num mum inmis mum Neu 'ANNE N■ ■I NUM MEN MINN M■MEN ■■■■ ■ ■ ■I NUM ■■ ■ ■E ■■■ MINN MIEN IEEE MIME MINN ••••N■■■ IEEE E■■■ ■ ■ ■■ E■■■ ■E■■ ■ •EI ■■■ ■MEN MIEN ■ww■ wwwn nor in Iwo■ ■wnw mown ism MINI ■■■I MINN ■■■I IEEE MEIN MINN ■■■■E■■■ NEON ■■■■■■■■■■■■■■■■ ■ ■■■■ ■■I MUM MOM ■ ■■ ■ MINIM ■ ■■■ ■■■■ MIME EMI= ■■■U■■■■i■■ ■MBE ■■■■■■N■I■NINMI! MUM NNW i■■■ NMI NMI NNW ■■■■ MINN ■■■■NUM ■■■■■ ■■■ MINN NUN MINN NUNN1■N■ MEN MIME ■■■■■■■LMIME ■■■MI■W■ ■■■■ MEN UMW MOM LENIN ENNUI OWN NMI ■■ ■N EMS MINN N ■■ ■ MUM MOM NUM ■■■■■ ■■I MEN I■■■ ■E■ ■ NEON 5 6 10 11 12 D R Y D E N S I T Y • • • •• • • Respectfully_ submitted by, •• ••• •• • • • •• WAYNE WEBB P.E #56701 ALL STATE ENGINEERING & • • • • • • • • • •:TESTING CONSULTANTS, INC. • • • • • • • • • •• • • • • • • • • .. • • • • • Should any subsoil conditions in the propert3i(3ea }•tasted be found ddrerent !reel tho:eencountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. ••• • • As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our repo!tt 4s r:serve(: • • • w • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �� epee • •es•ee •••eee • • • OCT� �ao� e e..,• $AI -Flex Extermunatots; Inc: A •, • eev sees. 4035 S.W. 98 Avenue, Miami Florida 33165 •• ••:e.' • •e•e •ease• Tel. (305)552 -0141 / 1 -800 782 -9284 ®:'; • • FAX (305) 227 -1797 • • • • • . • • • WEB PAGE: www.al- flex.com / E -Mail: al- flex @bellsouth.net.� • • •• • • • e • • e CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE PRETREATIVIENT AND CERTIFICATE OF COMPLIANCE Purchaser : Address of Treated Premises F.R. BUILDERS ADDITION Address 9810 NW 80 AVE # 8H /HEALEAH GARDEN, FL Lot- 0 Block- 0 Phone (305) 829 -7101 9999 NE 13 AVE/ MIAMI, FL Number of Structure(s) to be treated : ONE Product Used : Square Footage : 540 Gallons Used : 54 PROBUILD T.C. Linear Footage : 92 Gallons Used : 36 CYPERMETHRIN Permit #: ( 0.25 Date Initial Treatment : 10/20/2006 8:00 AM Date of Completion : 10/16/2007 8:00 AM Technician LAZARO Al -Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of subterranean termite infestation. Treatment has been made in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade Al- Flex's limited warranty is presently in full force and effect. Al -Flex. Exterminators, Inc. by President Dated: 10 / y Corporate Seal: MOMEVIEII -� Miami -Dade County Bulidin .De art me� Y' - 4L• b ; INSULATION CER'I ICATE BUILDING PERMIT NO: Project Name: �L.) so.A/ Job Address: STATEMENT OF COMPLIANCE: MI AM ) Sr�o s We, the undersized, hereby certify that the THERMAL INSULATION ., compliance with the l edition of the STATE OF FLORIDA ULATION has been installed in the above ref�rezaced ro'ec and Puns; end in the latest at accordance With good construction practice. ENERGY CODE the APPROVED CALCULATIONS P J t, in below: Plans; (Check only a p The .insulation ENERGY de cshown y pplicable boxes) furnished and installed has Me characteristics shown ti I). Exterior CBS Wails Insulation: ' R -� • .\ Thickness: inch es ' (Min•): • Material: Fl —F�iI ).' Density: lb/ft: Mfg: Fi—AVil Comxi. Exterior Frame/Metal Stud Walls: R- Thickness: inch(es): Density: lb/ft: }: Material: Mfg: ❑ 3). Exterior solid concrete walls: R- • Thickness: inch(es): De ): Material: Density: Ib /ft Mfgr 4). Interior wails separating A/C from non — A/C spaces insulation: R- (fie) Material: Bat is • Thickness: 'z____ itich(es); Density: .1b/ft ) ® 5). • TT-FAMILY RESIDENTIAL �L CONSTRUCTION ONLY: The COMMON a tenants shall be insulated as follows: FRA %walls separating tenants by shall as M E /METAL STUD WALL 1. P a different Energy • de re uirenzents. See ENERGY CODE, Rev. I /S7 m • CBS' or Concrete wails R -; edition. These "minimum levels of insulation ". are not included P�°t'aPh 903,.E (U)y on the Pie 9 -27, latest field. nz the Energy Calculations, but shali•be installed in 0 6). Above deck type ROOF INSULATION It- .) Material: Thickness: inch(es): Density: lb/ft: Mfg: n 7). Ceiling insulation R- Thickness: "(Min.); Material: Fiber Glass Mold inch(es): Density: lb/ft: Mfgr $�, C o, r • 0 8). NOTE —Densities of sprayed -on, loose fill, or any other composed -on -site average of three (3) "DRY SAMPLES" of accrual installation. • Make photocopies of this sheet in your office, as required for Installed by: Energy :wirer .Insulation . a. Insulation Company Name - Insulation Contractor CC#: 135.50:,.. O.C./Builder. Company Name Building Contractor CC #: • Jobs. It it atit insulation sail Ze P.e.F (ib /ft3} • • • • • •, •.• • I • tor-Sigrzatur2. re • - .8Q) ate Certified: • • • •_�_�• • •••• 4. • •• • • •• • • .•• • •• • • • •••• • •••• •. • • • •••• • • . • G.C./BuiIder's Signature • • • • "' • •• Date Certified: • • • • • ••••• • • • • • • ' • Jij)gegIIVg OCT 2 y 2ooa. Li C rtiITY • • • • • •.. • ...•.. • • • ... • ...... •••• • • ...... • •, • ..... •••• : • • • • • •• ...... • • • •• •• ••• • • • •••• •.•..• • • • • • • • • • • •• • • •••• • • •••• •.... • • OOOOO OOOOOO • • • OOOOOO • • • OOOOOO • • STATE OF FLORIDA DEPARTMENT OF-HEALTH ONSITE SEWAGE TREATMENT. AND DISPOSAL YSTEM CONS'`[ PERMIT NO. DATE PAID° FEE PAID- RECEIPT# APPLICANT: AGENT: PROPERTY ADDRESS: LOT: • • • •. ..:•r •.•:• • •••.•. PROPERV fi7II;g 41 4 • •• .. '.:.;' .... '• • ••...• ..s•'••,; • CHECKED PC] ITEMS ARE NOT IN TANK INSTALLA TION [01] TANK SI'E [1] [02] TANK MATERIAL [03] OUTLET)EVICE .. [04] MULTI- G*IAMBERED [Y / N [05] OUTLET FILTER [06] LEGEND..,Ya, [07] WATERTIGHT [08] . LEVEL [09] DEPTH TO LID DRAINFIELD.INSTtiALLATION [10] AREA [1]' =,..) SQFT f ] [11] DISTRIBIITION BOX HEADER 1 ] [12] NUMBER OF DRAINLNES [ . .] , [13] DRAINLINE SEPARATION [ ] [14] MAINLINE SLOPE [ . ]' [15] DEPTH OF COVER, . [ 1 [16] ELEVATION [ABOVOBELOW] BM [ j [17] SYSTEM 'LOCATION [ ] [18] DOSING ?UMPS v-• [ ] [19] AGGREGATE SIZE [ j [20] AGGREGATE: EXCESSIVE FINES [ 1 [21] AGGREGATE DEPTH - -1 •••• • •• ..•.. • • COMPLIANCE' WITH.:, STATUTE OR ..RULE AND MUST „$g•;CoRRECi` • :I •__6_ • —. • •.•••. • • • ••.• • FT' Er- SETBACKS • • ] [27] .SURFACEWA-i E1:1 ] [n].. ] [29] PRIVATE WELLS ] [30].. PUBLIC WELLS FT ] [31] IRRIGATION WELLS , FT ] . [32] - . POTABLE WATER' UNES t .' :FT ]' [33] BUILDING FOUNDATION gym' FT ] [34] PROPERTY LINES FT 1. [35] • OTHER FT FILLED 1 MOUND SYSTEM. [36] DRAINFIELD COVER [37] SHOULDERS [38]. SLOPES [39] STABILIZATION DITCHES • • •• • . • ••••.• ka 1: i t�. [ J j'. FILL / EXCAVATION . MATERIAL [22] FILL AMOUNT [23] FILL TEX'`URE..... [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS I REMARKS :.. ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41]' STORMWATER _RUNOFF [421. ALARMS [43] MAINTENANCE AGREEMENT [441 - 3 BUILDING AREA ] [45]; LOCATION CONFORMS WITH SITE PLAN ] [46], FINAL SITE GRADING,- ] [47] CONTRACTOR j [48] OTHER ABANDONMENT ] [49]; . :. TANK PUMPED • I ] [501 TANK CRUSHED & FILLED [ ] [ ] [ ] CONSTRUCTIONz ,[APPROVED/DISAPPRO? FINAL SYSTEM [ PPROVED /ISAPPROVED]: DH 4018 (Page 2), 10/97 (Previous Edltions,:May Be Useiti Stock Number 5744002,4016 -4 PT 1: Applicant PT 2: installer /Contractor PT 3: Building Department PT 4: Health Department Page 2 of 3 4;STATE OF FLORIDA -::DEPARTMENT OF HEALTH 4 ON-SITE SEWAGE DISPOSAL SY0TEM APPLICATION FOR CONSTRUCTION PERMIT PERMIT NO. DATE PA/D: FEE PAID: RECEIPT #: ObC • ••••• • • APPLICATION FOR ; •• [ ] Repair [ ] Abandonment [ -Holding Tank..•,( ] I 3 Temporary •••:•4,1/1 4"1411/•;0*14,,v •- • [ ] New System [ 1 Existing System APPLICANT: AGENT: MAILING ADDRESS: 4-ufr, LLADicti-ez ,R343 2, Swf 13-1-11 42we' •• • •01.10 : 0 •••o•o ••o•• • • • • LHO.'h • 7J 4) 4-Y, • • • • • • • • • • • ,•••• •• • ••411, ;• - ' Ole • • • •••000 • • •oo•o• • • TO BE COMPLETED EV APPLICANT OR APPL/CANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENNED PURSUANT TO 489.105(3) (m) OR 409.552, FLORIDA STATUTES. 4 ' PROPERTY INFORMATION LOT: PROPERTY ID #: 1.4 SUBDIVISION: 2o. 0o9 04 6 Ri.C-r6m ZONING: PRritxrE PROPERTY SIZE: ACRES .WATER SUPPLY: [ ] TS SEWER AVAILABLE AS PER 381.0065, FS? .1 ei Are /3 ,fbfre DIRECTIONS TO PROPRTY:tt :14 PLS C- PLATTED: ) . , I/M OR EQUIVALENT: ( Y / N ) PUBLIC [ L'i<=i2000GPD 1>2000GPD DISTANCE ifkeS' ci5c.5-i\yt:: /3 TO SEWER: .,4 FT BUILDING INFORMATIDN Unit Type of No Establishment 1 2 3 4 RESIDENTIAL 1 1 COMMERCIAL No. of Building ' Commercial/Institutional System Design Bedrooms Area Sq Ft Table 1,-Chapter 64E-6, FAC 3 j Floor/EquiP*ent Drains [ ] ,Othci. ecify) DATE iZ/I,o6 DH 4015, 10/97 — Page 1 previous editions may be used) Stock Number: 5744001-4015-1 SIGNATURE: - - Pagel of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS' APPLICANT: Ludicke, Robert & Allison CENTRAX #:.13 -50 -27936 OSTDSNBR : 0:6- 0381 -N AGENT: WENDELL SMITH, SMITH SEPTIC TANKS OF HOMESTEA LOT: 1 BLOCK: SUBDIVISION: Earleton Shores • •SR0890744 • • •••••. • • • • ID#: 113205- 009r,a460 •••... • •••. • 000000 • 000000 • a • •••••• TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALISI'f1S'PERSQN ■+ENGIIt=);A,$ ''.• � �� _ X11.: '� '._�� A G' ! ± �_i • e�� i •••• PROPERTY SIZE CONFORMS TO SITE TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: UNOBSTRUCTED AREA AVAIIBLE: PLAN:[X]YES [ ]NO 500 GALLONS PER 800 GALLONS PER 1072 SQFT .• • •• • • • • NET ;USABLE AREA A\ SABLE : "V.32 DAY E [64E -6, TABLE ••1] • • • DAY [1500GPD /ACRE .OR 25000S1S 7AtE] 00000 . • •7h®RE6 • ••.... UNOBSTRUCTED AREA 1 Q13I•ftED: y'-1429;.. JS•Q•FT • • • BENCHMARK /REFERENCE POINT LOCATION: C/L NE 13 Ave 4.22' NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 29.40 [ INCHES ] [ THE MINIMUM SETBACK WHICH SURFACE WATER: 125 FT WELLS: PUBLIC: N/A T BUILDING FOUNDATIONS: •• ABOVE ]BENCHMARK /REFERENCE POINT CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X ]NO LIMITED USE: N/A FT PRIVATE: N/A FT NON - POTABLE: N/A FT 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 5 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Mansell # /Color Texture 1 ()YR -4/1 -n (2Y T na i Rand 101074-7/1-N7 P RN Onl { j-i r T.i maa USDA SOIL SERIES: 15 an land Depth 0 14 to 14 to 79 to to to to to to 10 YEAR FLOODING? [ ]YES [ X ]NO SITE ELEVATION: FT NGVD SOIL PROFILE INFORMATION SITE 2 Mansell # /Color Texture Depth 1 OYR -4/1 -'n (2V T.namy Rand 0 to 1 7 1 OYR-!'/ /3 -V P RN 1 i ti a Limas 19 to 79 to USDA SOIL SERIES: 15 Urban land to to to to to OBSERVED WATER TABLE44.0 INCHES [ BELOW ] EXISTING GRADE TYPE: [ PERCHED ESTIMATED WET SEASON WATER TABLE ELEVATION:44.00 INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING:Replacement/0.70 DEPTH OF EXCAVATION:62.0 DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ] OTHER (SPECIFY) REMARKS /ADDITIONAL CRITIA: ATU INCHES INCHES SITE EVALUATED BY: WENDLL,SMITH DH 4015, 03/97 (Obsoletes prelaous editions which may not be used) (Stock Number: 5744 - 003- 4015_L) [ostds_eval_4015 -3] DATE: 2/4/06 Page 3 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITEEWAGE TREATMENT AND DISPOSAL SYST CONSTRUCTION PERMIT CONSTRUCTION PERMIT [ X ]New System [ [ ] Repair FOR: ;Existing System [ Abandonment ]Holding Tank ]Temporary APPLICANT: Ludieke, Royert & Allison AGENT: SR0890744, PROPERTY STREET ADDRESS`: 9999 NE 13 Ave Miami LOT: 1 BLOCK: CENTRAX #: 13 -SG -27936 DATE PAID: M FEE PAID : $ RECEIPT . OSTDSNBR : 06-0381--N ] Innovative Other, • • 00.0.0 [ NA ] • • • • • 0 SMITH WENDELL••• .. •■•••• ••0• • • •••0 Shores FL 33138 0.000• SUBDIVISION: Earleton Shore's • • • SO [ Section /Township /Range /Parcel..4Am] [OR TAX ID NUMBER] • • • • • PROPERTY ID #: 11- 3205 -009 -0460 • • • • • .solo • • oloopo • •• • • • „ • .. • ••s• -• •.. • •••• • • • 00000 • •00• • 0 • 0• •00. • • • ••• • we • —..• SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPW 641- 6,E'AC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED 'ASSA HASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULLAND 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 700 ]GPD 375 ]GPD 0 ]GALLONS GREASE INTERCEPTOR CAPACITY 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS AEROBIC UNIT CAPACITY 536 ]SQUARE 0 ] SQUARE TYPE SYSTEM: CONFIGURATION: FEE'S; PRIMARY DRAINFIELD SYSTEM FEET SYSTEM N ]STANDARD [ N ]FILLED [ N ]TRENCH [ Y ]BED LOCATION TO BENCHMARK: C/L NE 13 Ave 4.22' NGVD ELEVATION OF PROPOSED SYSTEM SITE [ BOTTOM OF DRAINFIELD TO BE FILL REQUIRED: [ 72.0 ]INCHES MULTI - CHAMBERED /IN SERIES: [Y ] MULTI - CHAMBERED /IN SERIES: [Y ] @ [0 ] DOSES PER 24 HRS # PUMPS [ 0 ] [ Y ]MOUND • [ N ] [ N ] 29.4 ] [ INCHES 83.4 ] [ ;INCHES EXCAVATION REQUIRED:` ] ] [ ABOVE ]BENCHMARK /REFERENCE POINT [ ABOVE] BENCHMARK /REFERENCE POINT 62.0 ] INCHES OTHER REMARKS: AEROBIC TREATMENT UNIT (ATU)- Maintenance Entity Agreement Contract & DOH Annual Operating Permit required prior 3to operation. 1.- Install 700 gal. Aerobic Treatment Unit and a 375 gal.lift dosing tank. 2.- The =licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec 64E-6.013(3)(f), FAC. 3. Install 536 sf of drainfield in bed configuration. 4. Install 42" of sliitly limited soil at the bottom of drainfield. 5. Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absorption bed. 6. Invert elevation of drainfield to be no less than 5.50' NGVD. 7'.'- Bottom of drainfield elevation to be no less than 5.00' NGVD. THIS PERMIT AMENDS PERMIT #06- 0381 -H (LIFT DOSING TANK) .' SPECIFICATIONS BY:ErMARDS, ASTR TITLE: Fop g APPROVED BY Edwards, Astrid r" TITLE• Dade DATE ISSUED: 1/18/07 EXPIRATION DATE: 7 /18/08 DH 4016, 03/97 (Obsoletes precious editions (Rtnrk Nnmhar• 5/Ad— Ml —Ani n1 .... «.,.. ...... which may not be used) CHD STATE or FLORIDA DEPARTM°NT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ lExisting System [ ]Repair [ Abandonment APPLICANT: Ludicke, Robert & Allison CENTRAX #: 13 -SG -27936 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 06-0381--N ]Holding Tank` [ ] Innovative ]Temporary [ NA ] • • AGENT: SR0890744, Othir • •••••• • SMITH WENDELL •• •••••• • PROPERTY STREET ADDRESS: 9999 NE 13 Ave Miami Shores FL 33138 0000 . • •••• • • • •• • • • • •• • •••� •••• • •.0• • . • •••• LOT: 1 BLOCK 4 •••••• SUBDIVISION: Earleton'Shores • • [ Section /Township /Range /Parcel.Ng��o [OR TAX ID NUMBER] • • • • PROPERTY ID #: 11- 32051009 -0460 • • • • ••••• • • ••••• • •••••: • ••••. 000 s • ••••• • • •••••• SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS::AND STANDARDS OF CHAPI'EP: 64E=6,11PlC DEPARTMENT APPROVAL OF= SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPTCIFIC TIME PERIOD. ANY CHANGE INMATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT 'O 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 [ 700 ] GPD AEROBIC UNIT CAPACITY A [ 375 ]GPD N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ D R A I N F I E L D [ 536 ]SQUARE [ 0 ]SQUARE TYPE SYSTEM: CONFIGURATION: FEET PRIMARY DRAINFIELD SYSTEM FEEr SYSTEM N ] STANDARD [ N ] FILLED 1 N ]TRENCH [ Y ]BED LOCATION TO BENCHMARK: C/L NE 13 Ave 4.22' NGVD MULTI - CHAMBERED /IN SERIES: [Y ] MULTI - CHAMBERED /IN SERIES: [Y ] [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ Y ]MOUND [ N ] [ N ELEVATION OF PROPOSED SYSTEM SITE [ 29.4 ] [ INCHES BOTTOM OF DRAINFIELD TO BE [ 83.4 ] [ INCHES FILL REQUIRED: [ 72.E ]INCHES EXCAVATION REQUIRED:' OTHER REMARKS: [ ABOVE ]BENCHMARK /REFERENCE POINT [ ABOVE ]BENCHMARK /REFERENCE POINT [ 62.0 ] INCHES AEROBIC TREATMENT UNI;(ATU)- Maintenance Entity Agreement Contract & DOH Annual Operating Permit required prioro operation. 1.- Install 700 gal. Aerobic Treatment Unit and a 375 gal €.lift dosing tank. 2.- The,licen§ed contractor installing the system is responsible for installing the minimum category of tank in accordance with se 64E- 6.013(3)(f), FAC. 3. Install 536 sf of c'rainfield in bed configuration. 4. Install 42" of sligitly limited soil at the bottom of: drainfield. 5. Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absorption bed. 6. Invert elevation of drainfield to be no less than 5.50' NGVD. I 7.- Bottom of drainfield elevation to be no less than 5.00' NGVD. THIS PERMIT AMENDS PERMIT #06- 0381 -H (LIFT DOSING TANK). SPECIFICATIONS BY: EDWA bS, AS c.1 n TITLE: '�c'�- APPROVED BY: Edwards, Astrid -�,�°° �° Lao TITLE: Dade DATE ISSUED: 1/18/07 EXPIRATION DATE: 7/18/08 DH 4016, 03/97 (Obsoletes previous editions which may (Stock Number: 5744- 001 - 4016 0) [ostds cons 4016 -1] not be used) CHD Pane. 1 of STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Ludicke, Robert & Allison CENTRAX #: 13 -SG -27936 OTDSNBR : 06- 0381 -N AGENT: WENDELL SMITH, SMITH SEPTIC TANKS OF HOMESTEA SR0890744 LOT: 1 BLOCK: 4 SUBDIVISION: Earleton Shores ID #: 11,3205- 009 -0460 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S QUALIFIED T ' �.•VI E . 't- •!• 1J: _ 4_� • E� 4 E • �_ • . PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.32 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [64E -6, TABLE 11 AUTHORIZED SEWAGE FLOW: 800 GALLONS PER DAY [1500GPD /ACRE OB 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1072 SQFT UNOBSTRUCTED AREA REQTIRED: 1429 SQFT, BENCHMARK /REFERENCE POINT LOCATION: C /L;NE 13 Ave 4.22' NGVD ELEVATION OF PROPOSED SYSTEM SITE IS" 29.40 [ INCHES ] [ ABOVE ] BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH SURFACE WATER: 125 FT WELLS: PUBLIC: N/A FT BUILDING FOUNDATIONS: CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO TkE FOLLOWING FEATURES: DITCHES /SWALES: N /A. FT NORMALLY WET? [ ]YES [ X ]NO LIMITED USE N/A FT PRIVATE: N/A FT N6N- POTABLE: N/A FT 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 5 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Munsell # /Color Texture 1 OYR -4/1 -T) (ZY T.namy Sand 1 0YR -7/1 -V P RN T.imon USi0A SQIL SVRIES: 15 Urban land •••••• ••• • •• • • -••• • • OBSFiRVED WATE$•TABLE 4.00; INCHES [ BLOW ] EXISTING GRADE TYPE: [PERCHED ES2 MA!£D WET••�F�ASON .R.Ttt TABLE ELEVATION: 44. 00 INCHES [ BELOW ] EXISTING GRADE. HIQP 1VACER 1410lE,•' VEGHT ThN: [ ]YES [XI NO MOTTLING: [ ]YES [X] NO DEPTH: 0.0 INCHES •• • •••• SOitokil(TURE7LOAIDING 'FAT.E' FOR SYSTEM SIZING:Replacement/0.70 DEPTH OF EXCAVATION: 62.0 INCHES DRA4WELD CONFIGURAC•I Ni [ ] TRENCH [ X ] BED [ ]OTHER (SPECIFY) REni KS /ADD.I'T'1CW T 00443r T _ Depth n tO 14 14 tO tO tO to to to to 79 10 YEAR FLOODII? [ ]YES [ X ]N0 SITE ELEVATION 7 FT NGVD SOIL PROFILE INFORMATIQN SITE 2 Munsell # /Color =;Texture 1 OYR -4/1 -n C,Y T.oai y Sand 101,12-7/1-N7 P RN Owl ieti n T.i maa USDA SOIL SERIES: 15 i ban land Depth O to 19 tO to to tO to to to 19 79 Ai•••• • �•• • • • • • • SITE EVALUATED BY: WENDELL SMITH DH 4015, 03/97 (Obsoletes previous editions which bay not be used) (Stock Number: 5744 -003- 4015 -1) [ostds_eval 4015 -3] MIAMI -DADE COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT ENFORCEMENT DIVISION TREE PROGRAM - ENFORCEMENT SECTION PERMITTEE'S NAME: ADDRESS: PTHONE NUMBER: LOCATION OE THE APPROVED TREE WORK: FOLIO: 33 Southwest 2nd Avenue 4th Floor Miami, Florida 33130 -1540 (305) 372 -6574 TREE REMOVAL PERMIT NUMBER 2006 -587 CI Y COPY DATE ISSUED: `� 1 �gt0I° EXPI RATION DATE: 71 1 0 7' ralcEVICI UL 2 6 2006 B Y: IhnittC-171-414- Rob Luclicke 9999 NE 13th Ave, Miami Shores, FL 33138 (305) 754-2903 9999 NE 13th Ave 11- 3205 - 009 -0460 DERM PROJECT MANAGER: Robyn G-Vharton •• ••• • • • • • • • • • •• ••• •• • •._•m • • • • • • • • • • • • • ••• . • 206- 1413 • • • • • • • • • • •• • • • •• • • • • • PERMIT MUS OE"UOSTI:D•OirigITly.t•T VL TIMES DURING CONSTRUCTION ••• • • • • • • • • • • • • • •• •• ••••.• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • MIAMI -DADE COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT ENFORCEMENT DIVISION TREE PROGRAM - ENFORCEMENT SECTION APPROVED WORK Approval for the r .nova-Iof The fo h t g 5Fi CIMI N-rce: ane-(1) live oaf (Quercrrszrirgimnrrr):--- 7 No permit is needed for the two (2) regular -size live oak trees (Quercrrs virginana) according to the Miami -Dade County Code 24- 49(4)(a), ALL WORK SHALL ALSO BE IN ACCORDANCE WITH THE SPECIAL CONDITIONS CONTAINED IIEREIN. THE PERMITTEE IS RESPONSIBLE FOR COMPLIANCE OF ALL CONTRACTORS AND SUBCONTRACTORS WITH THE CONDITIONS AND LIMITATIONS OF THIS PERMIT. EXCEPT AS AUTHORIZED BY THIS PERMIT, ANY PROTECTED TREE THAT IS REMOVED OR EFFECTIVELY DESTROYED SHALL CONSTITUTE A VIOLATION OF SECTION 24 -60 OF THE CODE OF MIAMI DADE COUNTY AND WILL BE PURSUED AS SUCH. IN ADDITION, ANY NON - COMPLIANCE WITH THE CONDITIONS OF THIS PERMIT WILL SUBJECi' THE PERMITTEE AND RESPONSIBLE CONTRACTORS OR INDIVIDUALS TO -THE PENALTY PROVISIONS OF SECTIONS 24 -55, 24 -56, 24 -57, AND 8CC OF THE CODE OF M1AMI -DADE COUNTY. • • • • • • . • • • •• • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • .• • • • • • • • • • •• • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••. • • • ••• • • SPECIAL CONDITIONS 1. All trees outside of those areas being developed are to remain and be protected by barriers throughout development. No work (including land clearing, or grading) rnay begin until DERM has verified that all barriers are in place and DERM authorization has been given for the commencement of construction (unless prior written approval is granted by DERM). The applicant must notify the DERM project manager when the barriers are in place and schedule an inspection (two weeks notice is required). 2. Protective barriers shall be constructed of wood, plastic, or metal and shall be a minimum of four (4) feet above ground level. Protective barriers shall be placed no less than (6) feet (radius distance) from the trunk of any protected tree or cluster of trees. A copy of the site plans showing the location of barriers must retrain on site attached to this permit. 3. Protective barriers must remain in place until development is completed and the Department has authorized their removal. 4. During all site work and construction, no soil, vehicles, heavy equipment (such as bulldozers or backhoes), fill, building materials, construction debris, or dead vegetation shall be placed, stored, or deposited within the areas of protective barriers. Natural grade shall be maintained around the trees. S. The survival of all trees counted towards canopy mitigation shall be ensured to live at least one (1) year from the date the final inspection was .passed. If the trees die, they must be replaced by the same Florida grade number one tree of equal or greater size. If the property owner of the mitigated trees change, the permittee will be held as the responsible party and will be required to replace any destroyed or non- living trees. 6. Underground utility lines shall be placed to minimize disturbance to all remaining trees by using techniques such as (but not limited to) tunneling. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • .• • • • • • • • • • • • • • • •• • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •n •• •• -• • • •• •• •.•• • • ••• • • REPLANTING REQUIREMENTS 1. To replace lost tree canopy, the permittee shall replant 1000 square feet of tree canopy. No more than thirty (30) percent of the replacement trees shall be palms. See the attached Tree Replacement Plan for details and options. 2. (At least) 1000 sq. ft. of the trees must be NATIVE to South Florida. Native plant lists and nurseries are available upon request. 3. All replacement trees shall have a minimum quality of Florida No, 1 grade or better. 4. Mulch shall be placed around all. replacement trees. 5. All trees shall be planted on -site or at an approved off-Site Location. 6. Replanting shall take place within 12 months of the issuance of this permit. 7. Replanting must be verified and approved by DERM. The applicant shall notify the DERM project manager when the replanting is complete and schedule a final inspection (two weeks notice is required). PLANTING RECOMMENDATIONS The Tree Program of DERM recommends the following techniques. 1. All synthetic or non - degradable material such as nylon rope or treated burlap be removed from the rootball prior to planting. 2. The tree should be placed in the center of the planting hole with the top of the rootball flush with the surrounding soil surface. Planting too deeply can cause the tree to die. 3. The surrounding soil should be lightly tapped ti'vith no heavy impacts to the top of the rootball to ensure no damage to the fine roots at the surface. 4. The tree should be watered at time of planting and should occur on a regular basis until the tree becomes established. 5. Surrounding mulch should not be placed directly on the tree trunk. •. .•• • • • • • •• • • • • • •• • • • • ••• • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • •• • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • I,. •• •• • • • •• •• ••r • • • ••• • • USE THIS TABLE TO CALCULATE YOUR PLANTING REQUIREMENTS OF YOUR TREE REMOVAL PERMIT If you plant a: With this minimum size: You will get this credit (in SQ.FT.): Hardwood Tree 12' Overall Height 500 Hardwood Tree 8' Overall Height 300 Palm 10' Clear Trunk* 300 Palm 3' Clear Trunk* Small Tree 6' Overall Height 100 Overall height 200 Example: Ef you are requested to plant (See Replanting Requirenments in your permit) 1,500 SQ.FT., you -can plant: a) Three hardwood trees, 12' height each (you. will get 1,500 SQ.FT). Or, b) Two hardwood trees, 12' height each, and two palms, 10' clear trunk each (you will get 1,600 SQ.FT.). Or, c) Any combination of tree sizes up to the required credit. PALMS CANNOT BE MORE THAN 30% OF THE TOTAL CANOPY AND FRUIT TREES W-IL!; NOT COUNT TOWARDS MITIGATION. .••• •• • •• •• ri • • • • • • ••• • _.• •• •• • • • •• .11 ' ' . t—r• r v.• Gear trunk* ••• • • • • ••• • • • • • • • • • • •, • • ••• • • • -..-0 • • • • • • • •; •• 00 • • • •• •• •••- -4 • • ••• • • FEES Need for Compliance: $35 AppIicatiion Fee: $63 Barrier:" $ Total Inspection Utility Siting: $ fees: $70 Preservation Area No. of trees removed Location: $ 1 @ $12 ea. $12 Landscape Plan Review: $ Landscape Field Inspection (Final): $35 Miscellaneous: $ TOTAL FEES $145 PAID DUE $47 fait( G14' J I HAVE READ THE SPECIAL CONDITIONS CONTAINED IN THIS PERMIT AND FULLY UNDERSTAND THEM. IN SIGNING THIS PERMIT, I ACKNOWLEDGE THAT FAILURE TO COMPLY WITH ALL CONDITIONS OF THIS PERMIT MAY RESULT IN PERMIT REVOCATION, BOND FORFEITURE, WITHHOLDING OF MY CERTIFICATE OF OCCUPANCY, AND ENFORCEMENT ACTION AGAINST ME BY DERM. I ASSUME FULL RESPONSIBILITY FOR THE ACTIONS OF ALL MY EMPLOYEES, AGENTS, AND PERSONS UNDER DIRECT OR INDIRECT CONTRACTUAL OBLIGATION TO ME WITH RESPECT TO COMPLIANCE WITH THE CONDITIONS AND LIMITATIONS CONTAINED WITHIN THIS PERMIT. ignature of Owner/ Authorized Date Signed Representative /Owner's Agent Print Name - Title THIS PERMIT IS NOT VALID UNTIL SIGNED BY THE DIRECTOR OF DERM OR THE 1J Wf QR'dS QE;S17NATED REPRESENTATIVE. • •••••• -•• • • • • •• • • • • ••• • 7 //__9 DERM Diec for cl- Dee c : • ••• Date Signed •••• •• • ••• €; ••.•• ••• • • • •• • Tree Permit Nutn1 r: 20E)6/58!• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ��•• •• •• • • • •• •• •.• • • • ••• • •