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BP-03-1390 - - <i21,.' ,'a&^ ^' s+r+z'„'r, r'r r : �, r ,, ✓+i;:ah'ryh a a DISPLAY THIS CARD ON FRONT OF JOB M IAMI -SHORES VILLAGE - T UILDING RMI PERMIT # DATE , OWNER ADDRESS N' l( .. CONTRACTOR I Hi s musl BEAK 'Cc ME PERMIT TYPE JOB AT TI LaL "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE ivMBER: 305- 795 -2204 v g tj /A 13 Y.__ • t aaVO NO ®3. vVIONl SV 9ND13V 13 01 N31SV d n e e a N011Va13N3d 1 A L NIW NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION RECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS STRUCTURAL Work is allowed MECHANICAL Monday through Saturday - INSPECTION3YPE N PEG(OR TE 1!«151�EG1101�fYPE t1p7E , 7:30 A.M. to 6:00 P.M. acting n No - Pp is allowed on ncigr Svc ie ;al, / Sundays or Holidays`�a alumns f Poured CetTs- Siab Jean -Aire Rough Duct 'e Beam,�, ° Rou ti pipe INN ake Beam 1=�Fan Rough 'td Floor Slag Hood Rough ,id Floor Columns �� fool i Imo# Pump FIRE �d Floor Tie Beam ,� �� 1*{re t3a►�pers �Jrepl�uo Vent oof Sheating' ugh fail Sheathing �/acuurit Ptpe Final 'oor Sheating Equipment Anch ©r. Suppresseon •Tt '- °uss, Roof �� 9 TuC# DEteC °uss Flooreilaon PLANNING & ZONING tore Front t?!ressure Test uck 1h1SPE t10t •[YPE 1 E` ath a4 man Wrndow Installation ' j��, Groun�# Rt�,sgtt . , Temporary Po . y Da wr Installation Burt ., t =Doter Groundn Tin Cap 2hd Floor. Rough a Stab - Mop in Progress 3rd Fioor.RocMgh' Servrce Ca[nCensafe 4_ Tile in Progress Drtflelti B; A #arm Prew6re Shingle in Progress Suppreasinest: `Til,- Preai�re Se{�tec tnten:a ' Ptew re Framing Z Sewer Phone Prewlre , Insulation Water:Ser�te ,,,, B Atarrn Frrt'at Dryr+vall h Sidew' alk . G Rduglt Intercom I<inal Cas F#nal ii Phorio )=ina# Driveway Form ! Rock irrigal?tort `' #nt a Day Temp Power Exts; , Siorm Shutter AnchorylTe11 f►ao# Grounding Pool Steel #ntercapt P ©# Slab Pool 1 Ratio Deck Prst4re7est Fire Sprmider#nat Pcie# iVlai�m Poc>I Ptping - /a I I Ld FOR INSPEC IONS LL 30 95 -2204 INSPECTION REQUES AREA PTED DURING THE HOURS OF 8:30 AM TO : PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE 305-795-2204 r `• �;.w..� fd '�" �' u '' d'�'e.+,s1�; .x,:i"�S 1 ��y� , �..:: -'� +_s'T`,kw.��r � � 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 Code 106.1.2 certifying that at the time of issuance this structure was in ; compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following = 4' Permit Type Residential Construction Bldg. Permit No. BP2003 -1390 Owner BRENDA WYSONG Contractor ARROW COMMUNICATION ENTERPRISE V Subdivision /Project <NONE> Date Issued 04/05/2010 +`nf41 � = Construction Type 2 STORY ADDITION 1,044 SO FT Occupancy Single Family k y ' 345 NE 100 Street` t Miami Shores FL 33138 -`� a L ocation r, Y ��1 ORES tt • s .... mn " —�+- -� Building Officials Approval Norman Bruhn, CBO sue �r Not Transferable , r i POST IN A CONSPICUOUS PLACE`S ZIP N , ti • �,;�j , .w � ;� �" �. �"�,`. ." + !'�,' � .x�c, t •-"�" .� , r -'� , �� o* a� .p:�i Y � � �a`4� + 9 ,� 'i � q Y � "'t$4 t c b1r� �'�p, � "�''�• . v; �k ^ �„y� � � F _ yg er ,......'a" $ 1. 1� �� I •Y ��,S „Y f-. d �?�,{l`kf rk + *,,,tt�R A + O ' , A y . s ' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP- 124485 Permit Number: BP2003 -1390 Inspection Date: March 30, 2010 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final PE Certification Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013537 Project: <NONE> Contractor: ARROW COMMUNICATION ENTERPR INC Phone: 954 - 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR /BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP -6908. Final certificatyion must be J from an architect or engineer. NB 9 -14 -09 Failed El Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 30, 2010 Page 1 of 1 LETTER OF COMPLIANCE Mach 29, 2010 City of Miami Shores Building and Zoning Department 10050 NE 2 nd Avenue, Florida 33138. Attn: Building Official Ref: Permit No. BP 031390 Addition to Single Family Residence 345 NE, 100 Street Miami, Florida Gentlemen: I Antonio Acosta P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as- built condition of the structural and envelope component of said structure. The document is being prepared in accordance with Section 307.2 of the Florida Building Code and is being submitted to the Dade County Building and Zoning Department at the time of the final inspection for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Cordially yours, A PE. Florida Register # 0040845 a. .i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 124485 Permit Number: BP2003 -1390 Inspection Date: March 30, 2010 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final PE Certification Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013537 Project: <NONE> Contractor: ARROW COMMUNICATION ENTERPR INC Phone: 954 - 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR /BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP -6908. Final certificatyion must be from an architect or engineer. NB 9 -14 -09 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 30, 2010 Page 1 of 1 LETTER OF COMPLIANCE Mach 29, 2010 City of Miami Shores Building and Zoning Department 10050 NE 2n Avenue, Florida 33138. Attn: Building Official Ref: Permit No. BP 031390 Addition to Single Family Residence 345 NE, 100 Street Miami, Florida Gentlemen: I Antonio Acosta P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as- built condition of the structural and envelope component of said structure. The document is being prepared in accordance with Section 307.2 of the Florida Building Code and is being submitted to the Dade County Building and Zoning Department at the time of the final inspection for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Cordially yours, tomo Acosta, PE. Florida Register # 0040845 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP -6908 Permit Number: BP2003 -1390 Inspection Date: September 11, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Final PE Certification Owner. WYSONG, BRENDA Work Classification: Addition Job Address: 345 NE 100 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 113206013537 Contractor: ARROW COMMUNICATION ENTERPR INC Phone: 954 - 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR /BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26103 BROUGH REVISION 10/16/06 Inspector Comments Passed El 4^ AeZ Failed Correcti c o n Needed M' hal oc/ Re- Inspection � �, C�,�'� 1 tYow, Fee t�cQan.c� kr_� No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 September 11, 2009 Page 1 of 1 FINAL CERTIFICATION LETTER Building Permit No: BP03 -1390 Job Address: 345 NE 100 Street Statement of Compliance: I the undersigned hereby certify that the BUILDING in the above referenced project has been constructed in accordance with the approved plans and specifications in compliance with Florida Building Code, and in accordance with good construction practice including but not limited to all masonry, trusses and structural components. NAME(. INT) License # Zoo u Date - .. - — _ — - - a E XISTING WATER METER 5EPTICTANK AND I50' ALLI =Y 9!a' PAY MEN r P AINFIELV sr, AB ANDONED ----- - ---- -- EXISTING OVERHEAD '' ^j UNOBSTUCTED SF SERVICE. CV 1 0' - 0" L I*f' - ap EXISTING I CONNECTION L- - - - - -J t t PIPE TO EXISTING WATER I ! _ REMOV. SERVIC PROV. V DIA. I Q t XISTING RESIDENCE -10" ;� Jan t ` C -0 ADDITION (FIRST FL. 4212 ' _f Y _ Y .' SF 4 SECOND FL. 58 SF) _....,._+ ------- - - - -- FINISH FL. EL. TO MATCH I NEW EXISTING 1 NEW B LS. A ND D 1Q5O GLS. A EXIST. - t DRAINFIELD 519.ro EXISTING TERRACE TO !� _ 5F. UNO$STUCTED t = ( AREA 621 SF REMOVED (1(62.0 SF.) ,. _ �t m ( SECT. 6?4E&.004 ) NEW 4" DI,A. CONNECTION r I NO 'CUCTIr1 ( t° PIPE 5-O ' �.,- -� .: i � s-v O V E D -lo 111IN DEPARTMENT IC-'HEALTH ,. • L _ Mme.+ _ 12 = 23' PARKWAY 9DTIC TANK (OL AL.(MI O , m DRAINFEI Lr3 .1... O.FT.(IVfI IVj' NE 140 5TREET U DE S P "'.r k! �r 7 1/�.7 • � i s i`. °�� y.....f ~s . �. ;ii �f Ar ".. 5C: I' _ 20' k - PEPUNrE TF .R ( i - '✓i�S.,.`1, .)N ii I . � t 7 r� ifr. Pik'. r r `/�� 'AT LEAs *r zc4 rj,: iFT WIDIE: €? AND C O V(:�I ".k' 'x2 6,�,:�I w� -r �■ " "' � � � "' � I � I I VI`s i'�.;SED i3�OR�TIUN ICED C)>� UI{r�It� "IT'�C THE EAST ON HAL (1/2) OF LOT 15 AND AL OF LOT 19, BLOCK 3% 'AN AMENDED PLAT OF MIAMI SHORES SECTION No. I ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PAGE 10, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. To SINGLrm FAMIL.*1 RES. FOR: BRENDA WYSONG AT: 345 No. 100 STRUT MIAMI - MA p1.. Trl. ( 30 5 ) 151 -3611 ( 1 54 ) %25 4 345 SIONATURE 4 SEAL ANTONIO ACOSTA PS. CIvIl.. O . No. 0040845 10305 NW 41 STRUT Suite 1S T" � IAM I - IDAIDE, PLOR I MA 33118 218 - 01"11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP -6910 Permit Number: BP2003 -1390 Inspection Date: September 11, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Termite Letter Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Contractor: ARROW COMMUNICATION ENTERPR 'INC Phone: 954-340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 September 11, 2009 Page 1 of 1 CONTRACTOR'S NOTICE OF TERMITE PRE - TREATMENT Terminix intends to perform a soil pre- treatment at: On (date): A / C)� At (time): Product to be Applied. [ ] Prelude (EC) - Permethrin at 0.5% [ ] Premise 0.5 (SC) — Imidacloprid at 0.05% I [ ] Premise 75 (SP) — Imidacloprid at 0.05% �J, Termidor 80 (WG) — Fipronil at 0.06% [] (Product Name) (Active Ingredient) N It is the contractor's responsibility to notify construction workers and other individuals to leave the treatment area .during application and to remain off the treated area until the termiticide is absorbed into the soil. Signature of Cont ,ractor, Construction Superintendent, or similar res onsible party: Date: > z) Technician: ® 2002 Terminix International Co. LP. Key # 31226 Rev. 7/02 R/P 7/02 White Copy - Branch Yellow Copy - Responsible Party ,l q ?r L-c e C��S)�:S Customer 1 4 9c" ,rjF MINX WDO Application Record Address 3 PC— 10007 Date of Application � / / b� Time In Time out City /�i �-tr State Zip X3/3 k Applicators) / Certit. # �' ®1�. Phone Contract # :H�ginal v' o/Certif. # - ------------------------------------------------------------------------- - - - - -- --------- - - - - - ❑ Retreatment ❑ Pretreatment Terminix Address S /c?3 ❑ Complete Treatment ❑ Limited Treatment City A /-f/ State Zip s ❑ Telephone mss' ESL'` C-7 *Wind Speed *MPH from the (direction) Target Pest ❑ bterranean Termites ❑ Drywood Termites ❑ Old House Borers ❑ Powderpost Beetles ❑ Wood Decay Fungi ❑ Product Applied Chemical Manufacturer EPA# % Applied Amount ❑ Advance Termite Bait Diflubenzuron Whitmire Micro -Gen 499 -488 ❑ 0.25% ea Formulation ❑ Bora -Care (SL) Disodiumoctaborate Nisus 64405 -1 ❑ 9% ❑ 13% gal A-- Aerosol ❑ 16% ❑ 23% B =Bait ❑ Cy -Kick (A) Cyfluthrin Whitmire MicroGen 499 -470 ❑ 0.1 % oz D--Dust ❑ Phantom (SC) Chlorfenapyr BASF 241 -392 ❑ 0.125 %❑ 0.25% ga l EC =Emulsifiable Conc. ❑ Prelude (EC) Permethrin Syngenta 100 -997 ❑ 0.5% ❑ 1 % ❑ 2% ga l SC= Suspendable Conc. • Premise 75 (SP) Imidacloprid Bayer 3125 -455 ❑ 0.05% ❑ 0.1 % gal SL= Soluble Liquid • Premise 0.5 SC (SC) Imidacloprid Bayer 3125 -497 ❑ 0.05% ❑ 0.1 % gal SP= Soluble Powder El Premise Gel (B) Imidacloprid Bayer 3125 -544 ❑ 0.001 % grams WG =Water Dispersible E) Recruit II (B) Hexaflumuron Dow AgroSciences 62719 -272 ❑ 0.5% ea Granules WP= wettable Powder ❑ Recruit II AG (B) Hexaflumuron Dow AgroSciences 62719 -270 El 0.5% ea ❑ Recruit III (B) Noviflumuron Dow AgroSciences 62719 -453 ❑ 0.5% Be *Application Rate ❑ Recruit III AG (B) Noviflumuron Dow AgroSciences 62719 -454 ❑ 0.5% o ea E2 4 gal/10 linear feet/ft rmidor SC (SC) Fipronil BASF 7969 -210 00.06% ❑ 0.125 /o al ❑ Termidor 80 (WG) Fipronil BASF 7969 -209 ❑ 0.06% ❑ 0.125% — gal ❑ 2 g o linear feet ❑ Tim -Bor Disodiumoctaborate Nisus 64405 -8 L310% ❑ 15% gal gavl0 square ft ❑ T Max AG Bait Noviflumuron Dow AgroSciences 62719- 454 -81370 ❑ 0.5% ea ❑ 1.5 gal/10 square ft ❑ T Max Termite Bait Noviflumuron Dow AgroSciences 62719- 453 -81370 ❑ 0.5% ea ❑ / ❑ ❑ Applied at less ❑ than label rate ❑ ❑ Monitoring Stations only (no bait) ❑ *Gas Engine ❑ *Electric motor ❑ *Diaphram Pump ❑ *Piston Pump ❑ *Roller Pump ❑ *In -Une Injection System ❑ *25 PSI or less at nozzle ❑ *50 PSI or less at nozzle ❑ _ *PSI at pump ❑ _ *PSI at pump ❑ ❑ *Hand Duster ❑ *Aerosol Injection ❑ *Compressed Air Sprayer ❑ Areas Treated d Below ❑ See Contract Graph ❑ See Attached Graph ®t Description of Areas Treated - s at - �� Control Services have Activity been performed on my propeo to my satisfaction. - 770f Customer Comments Termite Technician Manager Bookkeeper Key #31117 Rev. 1/05 R/P 5/06 02006 The Terminix Intemational Company LP. * Complete where applicable. • The Nationwide Pest Control Experts The Terminix International . TER/NINIX Company LP. a 505 Northwest 103 Street / �J Miami, FL 33150 Office: 305/756 -5475 Fax: 30W59 -9474 Special Service Agreement Billie Information Treatment Premises Name: fl Address: " s City: State/Zip: 3 Telephone: a2– 3 ~ Terminix Internationa all p rovid e the following one -time services at the above treatment premises: For-the control of: Specific area to be treated (describe in detail): (,��"Z�x. 60C) r.• Period of guarantee (if blank then there is no guarantee): Treatment Date: Treatment Cost. — Customer Authorization: (Signature) (Date) Terminix Representative: ignature) (Date) > Cad 1- 800 -WE SERVE Ser'n"Master I Terminus - Merry Mudr TruGreen- t.hemfawn • Amenran HomrShield Furniture Medic • ,Ameniner Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i nspection Number: INSP -6928 Permit Number: BP2003 -1390 Inspection Date: September 11, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: F. Insulation Certificate Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Contractor: ARROW COMMUNICATION ENTERPR INC Phone: 954 -340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 September 11, 2009 Page 1 of 1 CERTIFICATE OF INSULATION Building Permit No: BP03 -1390 Job Address: 345 NE 100 Street Statement of Compliance: 1 the undersigned hereby certify that the THERMAL INSULATION has been installed in the above referenced project in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS and Plans, and in accordance with good construction practice. The installation has been checked and does not block attic ventilation. The insulation furnished and installed has at least the characteristics shown below: (1) Exterior CBS Walls Insulation: 1. Insulation manufacturer's name: RMAX. Inc. 2. Insulation type; R -Matte Plus -3 rigid foam plastic thermal insulation board 3. R -value of insulation installed; R =5.0 4. Thickness of insulation installed; 3/4" inches 5. Date Installed: August 3, 2007 (7) Ceiling Insulation: 1. Insulation manufacturer's name: Johns Manvill Corporation 2. Insulation type; Fiber Glass 3. R -value of insulation installed; R =30.0 4. Thickness of insulation installed; 101/4" inches 5. Date Installed: August 3, 2007 11j 111A 97 -, IA16 2- (� C 2 NAME(PRINT) License # 0 9 gnatu Da o Inspection Worksheet �,9�,c �lt► Miami Shores Vi"ag 10050 N.E. 2nd Avenue Mia p Phone: (305)795 -2204 Fax: (30 f Inspecfi on Number: INSP- 1 2 Permit Number P11-- 11 -2874 Scheduled Inspection Date: June 02 2009 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: WYSONG, BRENDA Work Classification: Drainfield Job Address: 345 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013537 Project: <NONE> Contractor: WP SEPTIC TANK CO INC Phone: 305 -620 -6320 Building Department Comments n t r Comments Passed Failed Correction a Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. iV Mi ami Shores Village Build' uild ng Department . ' 10050 N.E.2n Avenue, Miami Shores, Florida. 33138 T 95,2204 Fax: (305) 756.8972 BUILDING Wo? z -- - Permit No. PERMIT APPLICATIO ( C E MPS j Master Permit No. r FBC 2001 R Permit Type (circle): s gi;� Electrical Plumbing Mechanical 7R:oofing Owner's Name (Fee Simple Titleholder) �� O2 �7 '� � Ph� e # 3 p s 2 t;; 7 - 3 G F '7 Owner's Address •341 G A/ 1 00 S T City M I A M I S NnsgS State i='L Zip - 3-3 13 3 _ Tenant/Lessee Name A/ /A Phone # Job Address (where the work is being done) ST City Miami Shores Villaze County Miami -Dade Zip -3 3 1 3 Is Building Historically Designated YES NO / tic. Contractor's Company NameAI21z 4COM u m iC , 6EKnI.W.Phone # 4 7 5 4 d .Z6 o� Contractor's Address 1 1 qS0 Al Gtr .F .57;' City CORA I- s'P/Z / U 6 7S State Fl Zip .33 06 Qualifier Al -1,2 7 / n! r.. Z Col State Certificate or Reg istration N . COC 1 - O 11 g S O_ 1 �.t' g � Certificate of Competency N�. " Architect/Engineer's Name (if applicable) lly ACoS?f+, 7� Phone # _ 90,5 _ -21F- 0 771 r 440 �r 4s $ Value of Work For this Permit o f Square Footage Of Work. 9a 'Q l2195 Type of Work: Addition ]Alteration ONew �,,�{� El Repair/Replace El Demolition Describe Work: ! - 7" - 1 L E ,e�F o� ? lifIA109AL- SUS' ELy 140 L O F Vim' "YQ • 7 S! vA "S , Submittal Fee $ Permit Fee $ Z> L/ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan. Review -$ Total Fee Now Due $ .(Continued on opposite side) F. i Bonding Company's Name (if applicable) N Bonding Company's ddress IV A City Al State Al Zip Ott Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ` /1/I i9 Zi 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 b� the issuance df 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 constructionrand'agning. "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. 6, 0 'L. �. ys v �� yIS U. n1 A?zT /N` z Signature Signature Owner or Agent r n The foregoing instrument was acknowledged efore me this The foregoing instrument was acknowledged before me this day of , 20 R g by 91AN1 -I!a w Sa N day of _ �O 20 9�'by I M,A/277ry * p 2 who is personally known to me or who has produced Z who is personally known t o me or who has produced As identification and who take an oath. as identification and who did take an oath. NOTARY PUBLI 4 NOTARY PUBLIC: Sign: Sam Sign: ° CHEZ Print: Print: A IaM- NOTARY FL Notary Serotce & Boring, Iris My Commission Expires: My Commissi e.31. APPLICATION APPROVED BY: Plans Examiner Engineer chc 05/13/03 - Zoning .SNORES G M iami shores V ill age ,�► fell u plift" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �XORipA Tel: (305) 795.2204 Fax: (305) 756.8972 Norman Bruhn Building Director Tuesday, May 19, 2009 Our records indicate that your property has a permit that has expired without obtaining the required inspections. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is suspended within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed..." In an effort to assist in the process of renewing this permit Miami Shores will waive the renewal fees for this permit if it is renewed by May 30, 2009 the Building Department will initiate a code enforcement case to help resolve this matter. Thank you for your prompt assistance in this matter. Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, F133138 Tel: (305)795 -2204 • Fax; (305)756 -8972 5/14/2009 To: Current Owner 345 NE 100 Street Miami Shores, FL 33138 -2420 Permit: BP2003 -1390 Address: 345 NE 100 Street Miami Shores F133138 -2420 Date Expired: April 12` 2009 Type: Addition, A/C system, Septic system Date of Last Inspection: 08/07/2007 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, §raw an q" (CBO) Building Director A r Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 345 NE 100th. Street City State ZIP Code Company NAIC Number Miami Shores Fl. 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View' and "Left Side View." �0 __ ft'halaw k y � w r cQ IMPORTANT: in these spaces, copy the corresponding information from Section A ri>ISt#ciC+artyle Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. }�� 345 NE 100th. Street `7 h r`+i�as �fiJr Ci Miami Shores State F1. 3IT38 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 Crown of road Elevation:10.02 feet Signature Date Oct. 17 , 2008 ❑ Check here if attachments SE&fdN E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items E1-E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A. B. and C. For Items E1 -E4, use natural grade, If available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided In Sedi Items •8 and/or 9 (see page 8 of instructions), the next higher floor (elevation C2.b In the diagrams) of the building is _ ❑ feet LJ meters ❑ above or 0 below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [] Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- Issued or c ommunity4ssued 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 Lazaro D. Alonso Address 6187 h 167 Street,H -5 City Miami State Fl. ZIP Code 33015 Signature Da Telephone: (305)512 -4940 Oct. 17,2008 Commen ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following Information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or On Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments =EMA Form 81 -31, February 2006 Replaces all previous editions J.S. DEPARTME OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Fedot "Emergency Management Agency Expires February 28, 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Nameyr i3eor a K. and Brenda M. W son A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. any x , 345 NE 100th. Street ZIP Code XFaUi Shores state ZIP 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) E J of Lot 18 and Lot 19,Block 39,Amended Plat Miami Shores Sec 1.P .B. 10 Pg 70 Miami -Dade County,Florida.- A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory; etc.) Residential A5. LatitudelLongttude: Lat 25. 86724 Long. 80 .19063 ' Horizontal Datum: ❑ NAD 1927 FK] NAD 1983 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 banding with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or endosure(s) 1,054 sq it a) Square footage of attached garage 27 sq ft b) No. of permanent flood openings in the crawl space or 6 b) No. of permanent flood openings in the attaor garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b - 786 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Fl. Miami Shores 120653 Miami Dade B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood E19. Base Flood Elevation(s) (Zone qq�� evised pate Zone(s) AO, use base flood depth) 1202500093 J 07/17/y 0` B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. ❑ FIS Profile K] FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used forBFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)4 ❑ Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/Al-A30, AR/AH, ARIAO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Bendark Utilized County BM Vertical Datum NGVD hm ConversioNComments N/A Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 10 .75 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor 11 .16 TE feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/ A - L9 feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 9 .54 FX1 feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servici the building 9 .7/x® feet E] meters (Puerto Rico only) (Describe type of equipment in Comments) (A/C Wit) f) Lowest adjacent (finished) grade (LAG) 9 . 5 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 9 . 8 M feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 9009. ® Check here If comments are provided on back of form. PLAICE SEAL Certifter's Name License Number HE Ti Lazaro D., konso 3590 Professional Surveyor and Mapper N (PSM) UNITEC MAPPING AND S Address 6187 NW 167th. St. ,H - S` y Miami State Fl. ZIP Code 33015 Signature Date Telephone Oct. 17 2008 :(305)512-4940 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions M In ection Worksheet Miami Shores Village y - 10050 N.E. 2nd Avenue Miami Shores, FL a Phone: (305)795 -2204 Fax: (305)756 -8972 W n aM� Inspection Date: June 05, 2009 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Survey Final Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013537 Project: <NONE> Contractor: ARROW COMMUNICATION ENTERPR INC Phone: 954 -340 -2603 Building Department Comments � Inspector Comments Passed � SU 'l tee.. �t S Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 June 09, 2009 Page 1 of 1 F kL D - A T - - - NUS T BE T IME Aft ST WATER N-JE -TER �`iEt AND . 15-0 ALLEY 3:0' PAVEME>�I DR,4IN1"IELD ANDONED EXISTING OVERHEAD SERVICE. i)NOSST UCTED ' -0 tit i X I S TING CONNECTION L- - - - - - j PIPE TO EXISTING WATER i = SERVICE PROV, V DIA. , ;. :j REMOV. E '� EXISTING RESIDENCE 1 0 , i 1 I (2336. SF.) • 3.f� ` � d ADDITION (FIRST FL. 42 - 1,2 r I I I O F d SECOND FL. 589 SF) I I r jn FINISH FL. EL, TO MATCH EXIST. I NEW EX ISTING I NELJ SEPTICTANK ^� , 1-050 C-sLS. AND DRAINFI 5-iuo EXISTING TERRACE TO ra I SF. UNOBSTUCTED REMOVED (1620 SF.) I 5 �� ,. ARE e621 SF I I t SECT. 64Eh.004 ) MjJff SPWW * LLAIiL+' ION r ~ : 5'_2• l� • g I I• For Driveways and/or Sidewalks, before final inspection and bond can be approved for w Woad; all : ,so� and yard work :.... rrstrbe completed. •• • e••••• r L11 4�a gam- -- PROVMLJ a CQVWtIEALTtM)8PO4RTMENT • • • • J �f 23' PAWLIAY • s R MVP#: PS d Miami Shores Village � NE 1 oO ST ET ; ;�� E� APPROVED D4 ZONING DEPT a BLDG DEPT 20' M SUBJECT TO CO PU E AN WITH ALL RAL STATE„, ILES RE CATIONS THE EAST ONE HALT (1/2) OF LOT 18 AND AL OF LOT 1% SL OCK 39, -AN AMENDED PLAT OF MIAMI SHORES SECTION No. V ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PAGE 10, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. ' " r P //� S INGLE IC AMIL " r RES. FOR: WREN DA Wr$01 AT: 345 N8. 100 STR-URT t" IIA `11-- J�»41mo, ... TOL: C3>� 'fS'1 -31'1 / (W4) W�- 1 AN TON I O AC OSTA P3. SIC -NA a SEAL 1030S NW 41 STIRMT v� T. 115 - 4x - 1"" I I A I I - DA , PLOORIDA - 3tle 2 17.2. :00 -7175 L OCA11M sKMH SCALE wrz too' PLAN OF SURVEY SCALE 1"s 20 - 1� • �.. 1 (D !J Sid oo csv ev o 3f4 19 F- �j 3d � � .woo o f �f ...r l4 t ' 60 Ga) CL 7 - .. s ` �jal, e, r ,r� l � z 1.0'CA -m4fa - >� o. a Snow, l o f 50 r 11 e� S' A Lt_r--Y so .� 1 1 • 1 so �13 Iq I S 1lo e7 _ 1 - `Z 25Z rA CC},'ZS� SO , • M y ti LEGAL DESCRUMON:The East one half (1) of Lot 18 and all of Lot 1.9,Block 39,AN AMENDED PLAT 0 N1= Ipp" {O OF MIAMI SHORES SECTION NO.1,according to the Plat thereof as recorded in Plat Book 10,Page 70 � d) � of the Public Records of Dnde County,Florida.- _` en s ( � 3313 l $ ! C � l ' GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED ` • * INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. Updated:October 17 , 2008 ( 0 1 . •7 0 3) (22Z1 DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. - -- 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE p� OPERTY WERE NOT U d�ted:July _2,2003 gg� SECURED AS SUCH INFORMATION WAS NOT REQUESTED. P y 4t THIS PROPERTY IS IN Tj1E UIIIfiTS O E F FLO Z A U 09,2001 , s -"« 0 nown J. s, s u s, ., or ey > e assurance un ,Inc. �ot�ge,its Successors' and /or Assigns DATE :April 10,200 1 Q N Woo tvo' y s i' Gov 1y p9/4 APPLICABLE ZONING. UNDERGROUND. ZONING AND BUILDING SET SACKS. MUST BE CHECKED BY OWNER. - 0� e ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON T14I5 PROPERTY. F' � F's w • ' fit 9.3 �JS 1 QI P� to. CERTIFIED TO-.George K. and Brenda M. Wysong G ' I �} 1 HEREBY CERTIFY: That the atte I Piet of Survey of the above descrilied property is true _ ` • • • • • • • • • •• ••• • • • • • •• end drn to the but of say knowiedp, Irdion edon and belief, as reseutiy surveyed and a_ BE Q►c�1 R1IZ1G Qsft : • ! V�� pbatad under my direction, abo that er the are not encro other then y e • • • i i • i i . i • i • • • !boss show!!. This survey Bmcts the dam technical set tomb by *a Fbtride m GSra1p. �-� { In Board of Lend Surveyors ant -to c 61G17- 6,Florida trative t��5 IKSC2s1- '�104.� SDRVEYING,NC. Code,Section 472- 027,Florida Statutes.,- N� q," �� i4®' )-- -• ,F •• • .• .. . LJL NO.. 3333 • 66 0 D. SO • 6187 167th. street # R o D ALON � � • M3ami,Fl, 330Y5 PROFESSIONAL CERTIFICA � oR $ 2O P &� e! E � THIS IS A BOUNDARY SURVEY O® Ph. (3A5)512 -494() STATE ® F FLORIDA d 114. L#OA1 : : . : •: :� - NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL '� �• �,�,', � �,�� ,� �„ � �,�� ; •• MAY 2 8 2009 BY:__ - --- - - O___ PERMIT #: Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS see •• • • • • • ••• •• • ••• • • • • •• • 04 0 Mal ffIk ;8 • • ••• • • • ••• g S Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 " Phone: (305)795 -2204 '� VEIL Expiration: 02t27 10 Project Address Parcel Number Applicant 345 NE 100 Street 1132060135370 Miami Shores Village, FL 33138 Block: Lot BRENDA L..j Owner Information Address Phone Cell BRENDA WYSONG 345 NE 100 ST MIAMI SHORES FL 33138 -2420 Contractor(s) Phone Cell Phone $1,500.00 Valuation: WP SEPTIC TANK CO INC 305 - 620 -6320 Total Sq Feet 0 Type of Work: PLUMBING Available Inspections: Type of Piping: Inspection Type: Additional Info: Final Bond Retum : Classification: Residential Fees Due Amount Total Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 $ 0.00 $ 0.00 $ 0.00 Notary Fee $5.00 Permit Fee - Additions/Alterations $175.00 Payment Type: Permit Fee - Additions/Alterations $175.00 Scanning Fee SC 1� $3.00 Technology Fee v - I •�4- - �a� n �p I� Work without Permit Fee $350.00 J �j Total: ,$Z2Z.34. 3��as In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 28, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Friday, December 28, 2007 1 Miami Shores Village mJ q � Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING < `(�� Permit No. ": q4 PERMIT APPLICATION N ®y 2 9 2006 ster Permit No O3 1 b90 FBC 2004 ° Permit Type (circle): Building Electrical Plum mg Mechanical Roofing Owner's Name (Fee Simple Titleholder) rone # Owner's Address -3 � ' s City � /_b'AM zT C State Zip Tenant/Lessee Name 5� C Phone # Job Address (where the work is being done) /- S 61 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # I Z — IZQL—& u 0 Is Building Historically Designated YES NO Contractor's Company Name W� P / _ Phone # � R3? Contractor's Address — /!�' State Certificate or Registration No. Certificate df Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 Via!/[/ Square /Linear Footage Of W k: Type of Work: ❑Addition ❑Alteration ❑N w Repair/Replace El Demolition Describe Work: ` o f .i '� �r �C 0 ,� t — ✓L . - ts 4AA1z �7 Submittal Fee $ Permit Fee $ 1 (5 n s CCF $ . (00 -- �CCO /CC Notary $ 5' Training/Education Fee $ o LAC) Technology Fee $ J--' Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Z' �9 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City F 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 ATTgRNEY UEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." F 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 Si e I", gnatur gnatwr wner;or Agent Contractor The fore oing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day o 20 d& . by day of . 20 __, by who is ersonally known to me r who has produc 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. NOTAR UBLIC: NOTARY PUBLIC: Si Sign: Ica Print �°►^� o / �' 7°7 /1� f� Print: My mmission Expires: ,. My Commission Expires: ,fir ap Notary P b,K State of Florida ,rtr�rrr�rr y C mission DD398868 xpi 0212212009 APPLICATION APPROVED BY: " � � Plans Examiner Engineer Zoning (Revised 02J08106) n i _ © STATE OF FLORIDA PEt tT NO. DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL .SYSTERA . FEE PAID: =y� CONSTRUCTION INSPECTION AND FINAL APPROVAL RECEIPT we APPLICANT: A ep-' ej r AGENT: tw PROPERTY ADDRESS: } LOT: -,.BLOCK, SUBDIVISION: PROPERTY ID #: CHECKED [X1 ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR -RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [Oil TANK SIZE [tl j21 _ [ } 1271 .. SURFACE WATER FT [ I [02] TANKMATERIAL L 1 ( 281 DITCHES - FT [ } [fl3} OUTLET DEVICE j 1 -12 91 PRIVATE WELLS FT [ l [04] MULTI - CHAMBERED jY I N ] [ 1 1301 PUBLIC WELLS FT I 1 [051 OUTLET FILTER I 1 [ 31} IRRIGATION WELLS FT L 1 [061 LEGEND A l j l 1321 POTABLE WATER LINES FT t 1 [071 WATERTIGHT j 1 [3 BUILDING - FOUNDATION FT [ l [081 LEVEL- [ 1 [341 PROPERTY LINES ' FT t 1 [09 DEPTH TO LID [ } [ OTHER FT DRAINFIELD INSTALLATION FILLED I ]MOUND SYSTEM [ 1 [ AREA Itl [21 SOFT [ } 1361 DRAINFIELD COVER [ 1 f ill DISTRIBUTION BOX HEADER j } 1371' SHOULDERS L l [121 NUMBER OF DRAINLINES .1 [ l 1381 SLOPES L l [is] DRAMLINE SEPARATION $ 1 } 1391 STABILIZATION ( ' '1 [141 DRAINLINE SLOPE [ 1 [151 DEPTH OF COVER ADDITIONAL INFORMATION L I 1161 ELEVATION [ABOVE/SELOW] BM [ ] [401 UNOBSTRUCTED AREA [ I [in SYSTEM LOCATION [ I [41] STORMWATER RUNOFF [ 1 118} USING -PUMPS [ J [42] ALARMS [ ] 1191 AGGREGATE SIZE [ I [43] MAINTENANCE AGREEMENT L 1 [20} AGGREGATE` EXCESSIVE FINES [ } [ 441 BUILDING AREA [ 1 [2il AGGREGATE DEPTH _ 1,: 1 '[45 LOCATION CONFORMS WITH SITE PLAN [ ] [46] FINAL SITE GRADING s FILL t EXCAVATION MATERIAL [ . ,J j47] .. CONTRACTOR. [ l [221. FILL AMOUNT [ "] 1481 OTHER G J [23] FILL T TURF L J L241 EXCAVATION DEPTH i t ABANDONMENT [ I [251 ARI=A REPLACED [ l 149] TANK - PUMPED f 1. [ l [ 26} REPLACEMENT MATERIAL ( 7 [501 TANK:CRUSHED & FILLED__ EXPLANATION OF VIOLATIONS 1 REMARKS I l CONSTRUCTION 1APPROVEDIDISAPPROVED]: CHD. .DATE: � CHD DATE FINAL SYSTEM P ISAPPROVEDI: �R -- _ _ �. z DH 4016 (Page ,4: M7 (Prevlous- Editions Page 2 of 3 May Be Used) Stock Number. 5744 -M- 4018.4 PT t: Appucent PT 2: hest ffw /GonrisGor PT 3: &Atlrg ` .per PT 4: HeSM went ." Inspection Worksheet M o Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �QR Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0813112007 Permit Type: Plumbing - Residential Inspector. Levrock, James Inspection Type: Final Owner: WYSONG, BRENDA Work Classification: Drainfeld Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060135370 Block: Lot: Contractor. WP SEPTIC TANK CO INC Phone: 305 - 6206320 Building Department Comments INSTALL SEPTIC TANK AND DRAINFIELD Inspector Comments Passed 3 Failed a Correction Needed Re- Inspection Fee a ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, August 30, 2007 Page 2 of 2 qp STATE OF FLORIDA CENTRAX #: 13 -SG -27347 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID : $ CONSTRUCTION PERMIT RECEIPT ----� OSTDSNBR 05 -3883- °N a INSTRUCTION PERMIT FOR: X ]New System [ ]Existing System [ ]Holding�ank [ ] Innovative Other ]Repair [ ]Abandonment [ ]Tempora [ NA ] PPLICANT: Wysong III, George AGENT: SR08P10743, PONDER WALLACE ROPERTY STREET ADDRESS: 345 HE 100 St Mimi FL 33X38 )T: 18 BLOCK: 39 SUBDIVISION: S,iores No. 1 ft /Township/Range/Parcel No.] 20PERTY ID #: 11- 3206 - 013 -5370 [OR TAX ID NUMBER] (STEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC 3PARTMENT APPROVAL OF SYSTF DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME 3RIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, ;QUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESt3LT IN THIS 5RMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM )MPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. 'STEM DESIGN AND SPECIFICATIONS [ 1050 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] [ 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS a [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] [ 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ 0 ]SQUARE FEET SYSTEM TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] LOCATION TO BENCHMARK: Top of Bottom Floor EL: 11.3 NGVD ELEVATION OF PROPOSED SYSTEM SITE [ 21.6 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT BOTTOM OF DRAINFIELD TO BE [ 51.6 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES HER REMARKS: - Install 1050 gal. category -3 septic tank equipped with an approved filter. -The licensed contractor installing the system is responsible for installing the ategory of tank in accordance with sec. 64E- 6.013(3)(f), PAC. - Install 571 sf of drainfield in bed configuration. - Install 42" of slightly limited soil under the bottom of drainfield. - Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed osortion bed. - Invert elevation of drainfield to be no less than 7.5' NGVD. - Bottom of drainfield elevation to be no less than 7.0' NGVD. - Contractor to provide copy of elevation certificate upon inspection. 'sCIFICATIONS BY: Heybeck, Ni of s TITLE: °` 'ROVED BY: He back, Nick TITLE: Dade CHD 'E ISSUED: 9/22/06 EXPIRATION DATE: 3/22/08 1016, 03/97 (Obsoletes previous editions which may not be used) >ck Number: 5744 - 001 - 4016 -0) [ostds_cons_4016 -1] Page 1 of 2 STATE OF FLORIDA CENTRAX #: 13 -SG -27347 DEPARTMENT OF HEALTH OSTDSNBR : 05- 3883 -N ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM.SPECIFICATIONS 2LICANT: Wysong III, George AGENT: WALLACE PONDER, WALLACE PONDER, SEPTIC TANK CO SR0890743 LOT: 18 BLOCK: 39 SUBDIVISION: Miami Shores No. 1 ID #: 11- 3206 -013 -5370 r0 BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S ? ROPERTY SIZE CONFORMS TO SITE PLAN: [XI YES [ ]NO NET USABLE AREA AVAILABLE: 0.20 ACRES COTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 13 kUTHORIZED SEWAGE FLOW: S00 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] JNOBSTRUCTED AREA AVAILABLE: 1143 SQFT UNOBSTRUCTED AREA REQUIRED: 1143 SQFT 3 ENCHMARK /REFERENCE POINT LOCATION: Top of Bottom Floor EL: 11.3* NGVD ' sLEVATION OF PROPOSED SYSTEM SITE IS 21.60 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT .'HE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X NO TELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON - POTABLE: N/A FT SUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 3 FT IITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X NO 0 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 10 FT NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 Mansell # /Color Texture Depth Munsell # /Colo Texture Depth —Sand O to l7 1 OYR - -C; 19 _c_ly Sand n to 12 ___1..APR- fi /7 -7. R f'eV Rand � 7 t0 /7 - Sand 32 to t to t0 to t0 to t0 to to to to- to USDA SOIL SERIES: 15 Urban land USDA SOIL SERIES 15 Urban land 3SERVED WATER TABLE7 INCHES [ BELOW ] EXISTING GRADE TYPE: [PERCHED ] 3TIMATED WET SEASON WATER TABLE ELEVATION INCHES [ BELOW ] EXISTING GRADE. 1:GH WATER TABLE VEGETATION: [ ] YES [X] NO MOTTLING: [ ] YES [XI NO DEPTH: 0.0 INCHES JIL TEXTURE /LOADING RATE FOR SYSTEM SIZING Replacement /0.70 DEPTH OF EXCAVATION: 72.0 INCHES ZAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) 3MARKS /ADDITIONAL CRITERIA: :TE EVALUATED BY: Teresa Solomon DATE: 7/24/06 4015, 03/97 (Obsoletes previous editions which may not be used) tock Number: 5744- 003 - 4015 -1) [ostds -3] Page 3 of 3 i z D C A R D r F � O �;.. m SH ' ,, , VIL ` g UIL. E PERMIT # � � 9 M1 a �l CERTIFICATE i OF OCCUPANCY MUST BE SECURED BEFOR r r FOR ANY PURPO DO NOT REMOVE THIS CARD BEFORE COMPLETION •. - 1 1 PRO I KFAV IN af, NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE NSPECTION RECO WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 4 HOUR NOTICE FOR ALL INSPECTIONS ST RUCTURA L Work is allowed MECHANICA Monday through Saturday 7:30 A.M. to 6:00 P.M. No work is allowed on ,4 ( kAa[A F Sundays or Holidays Y PLANNING �s11Q i Ptar !r s z R�EI�Itdc:t =. c yw 1 � � a ky i : !i {r ✓ & �. 1 ♦ ` FINAL ,,,� r �S�T ✓� w �3n; �." r %ttf �Ah { r� ��: -'�k e ST VU1s�FYOwI Irts#�Flatfio�i �G`�ut�n�l Roue.. �ein7pc��`a�1�'� �`� � � r Footer Grounds ,';%� �'� car Ira �•�� t M1 _ L ``fiz r � '��' �1 �jvd a��vs� 's v �y,, ,,.,a�'slr�. : ••,�• 3{y1u�e�Str� � g s M27 - Q Phone Fi�a ✓t �1 `4 fi r:>* ? 4 S h�+�t T� :, � yK S -- ,- 4 � +� �¢T > � C ✓ � � .L�' TT3 -� 1 � FOR INSPEC IONS LL 30 95 -2204 INSPECTION REQUES AREA PTED DURING THE HOURS OF 3:30 AM TO : PM FOR INSPECTIONS THE FOLLOWING BUSINESS DAY t. .. 9 € .... - _. , .. +5, ;.. P v� >•. „ ,fit .:' CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS t r BUILDING CAN BE USED FOR ANY PURPOSE DO NOT 4 , MOVE THIS CARD BEFORE COMPLETION ' ® ° OFFICE PH MBER: 5 m�esra Inspection Worksheet Miami Shores Village 4 ��tar �,_ Ntet�l 10050 N.E. 2nd Avenue Miami Shores, FL d`Nfga tN OR TV Phone: (305)795 -2204 Fax: (305)756 -8972 "n I 14A :::::::::::::::::::::................................:::::::::::::....:::........................................:::::::::::: :::..:.::::::.:.:..:....::::::: . u: r :... Inspection Date: 10/15/2008 Permit Type: Imported Permit Inspector: Devaney, Michael Inspection Type: Final Owner: WYSONG, BRENDA Work Classification <NONE> Job Address: 345 100 Street NE Miami Shores Village, FL 33138- U.,�e Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: J. R. ELECTRICAL SERVICES Buildina De artment Comments ELECTRICAL FOR ADDITION Inspector Comments Passed P1 cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, October 14, 2008 Page 2 of 2 Miami Shores Village i . Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 R E C E W E D Tel: (305) 795.2204 i� ud� Fax: (305) 756.8972 OCT 0 3 2003 BUILDING _ _tic -------- Permit No. � � ZM3- A0 o S PERMIT APPLICATION aster Permit No. ? z ao FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanic Roofin Owner's Name (Fee Simple Titleholder) Phone # �TJC'�.- / Owner's Address S /® 0 s7r City Tenant�Lessee Name /(�a✓✓ Phone # Job Address (where the work is being done) -?4-6 At f— /ate City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NQ . %. „ lz ts'c5 Contractor's Company Name A �. = ��M!"�V � � Phone # - q 64 -,940 2 G d f Contractor's Address I 1 9 SU Vj 217 ST• (^S"y(TF-A) City. �2AL Sp2! n) CsS State -- Zip Qualifier �R2Z C? M A/Z-77 2 - Architect/Engineer's Name (if applicable) _ - Phone # Architect(Engineer's Address City State Zip '. $Value of Work For this Permit S C7� " Square Footage Of Work: .-- Number of. Bays Storie Families Bedrooms Baths Type of Work Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: * * * * *. * * * * * * * * * *,� * * * * * * * * * ** F * * * * * * * * * * * * *� * * * * * * * * * * * * *� County Escrow Fee 0. O Permit Fee $ (2 J� Notary $ Education/Training Fee $ b 0 0 Tech $ �, S 0 Scanning $ . 0 Radon Code Enforcement $ Bond $ — Struct. $ Minus Plans Check Fee $ — 5D _ Total Fee Now Due $ . -�� (Continued on opposite side) (�t' l( Bonding Name if a ap i g E" � ' ) �6 Nr�" Bonding Company's Address City State Zip Mortgage Lender's Name (ifapplicable) 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 COMMENCEMENT'." RECORDING YOUR NOTICE OF Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $250V, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the .building permit is issued. In the absence of such posted. notice, the inspection will not be approved and a reinspection fee will be charged. Signature • Owner or Agen __ Co ctor The foregoing instrument was aclrn��o before me this / 3 � The foregoing instrument acknowledged before me this • day of - 20 by o�C�,�/.a /� /�1 .'On/!P day of G 20 41 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 ' tification and who did take an oath. NOTARY P C: NOTARY PUBLIC: Sign: DONNA SHERLOCK Sign: Print: I Print DONNA SHERLOCK N6yCmwnWe onEi#wJun20, 2006 Pu My Commission Commission f 00127669: My Co _ n Jtm2Q,2W6 Commission # 00127669 er ca a of Competency Holder) State Certificate or Registration No. 7 C J3 d /2p Certificate of Competency No. APPLICATION APPROVED BY: OCT 2 0 W Plans Examiner f Engineer i c he"i nro 3 Zoning i SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring `units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. . M` d. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets }: It is required that rainwater flow off so that the roof is not if overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 0 Owner's/Agent's Signature Date t4' lure CAD.wr.l. a.3tuhVkkw..W&ACA Wf&T"* ..,I do I of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Comer Size (W x a'): ■■■■■■■/■■■ SOMEONE ■■■■ n/■■ ■ ■ ■ ■ ■ ■ ■■■ / ■ ■ ■ ■ ■ ■n ■ ■ ■ ■ ■ ■ ■ ■ / ■ ■ ■ ■■ ■ D///■ ■ ■ ■ ■ ■ ■ ■ / \ \ ■ ■ ■ ■ / % ■ / ■ ■ ■ ■ ■ ■ ■ ■!� ■i, ■Lilt / ■ ■ ■/ ■17 ■ / / ■ / / / / //■ ■■ /■■■ /■■■■ ■ /■■■\ 40■■■■ / / /i�21 mo - /■iGTI[/■ ■■■I■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■/■■■■■/■■ �irfl ■ ■ ■ / ■Y / ■ ■ ■ / ■ ■[ / / ■ ■ ■ ■ / / ■ ■ / ■■ Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer. Notice of Acceptance Number. Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):% P1• •Y P2: � P3: - 3 Maximum Design Wind Pressures, (From the PCA Specific system): 1 Sloped System Description Za / a" Deck Type: 5/8 Plywood A ,e O-A• ,� / Alternate ckType: /)ns Underlayment type: - -*k C 7 s Insulation/Fire Barrier Board: 17 00 Optional �a Substrate: Fasteners Cap Sheet Type /Adhesive Type: U d Roof C overing: Roof Slope: '/12" Roof Covering Attachment Method: C Roof Mean Height Z' Ridge Ventilation: �0 Q�i Drip Edge Size & Gauge 2" face 26 9a. Method of Tile Attachment: Drip Edge Material Type: I Galvinized Metal N/A Drip Edge Fastener Type: Alternate Tile Attachment Method: ✓ IC I �► f Clip Spa n for Metal Roof Panet /(� ,� ` Hook Strip/Cleat /Cleat a or wei ht N/A Field: Perimeters: Comers: i p 9 9 Perimeter Width: ; k -s4� F �c ate' SN9e a y� / 2 .1 4 ri _Q Gam. a ,-1 - l2 % , 2 rd .-,,c i.t 74 /� Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION _ Section E (Tile Calculations) For Moment based the systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the the attachment method is acceptable. Metho oment Based Tile Calculations Per RAS 1 " P 1: x A - Mg: r1: NOA Mf: P 2: x A g: = NOA Mf: P 3: Mg: = Mr1: A Mf. y D �o I� Pr a Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table B low. = NOA Mf:13,6,7 E Mr Required Moment Res! ance* Mean Roof Height ' ' ' 25 30 40 in Feet 15' 20' Roof Slope 1 1 1 1 1 � n ,�,� tN' AW3 2:12 34.4 36.5 38.2 39.7 42.2 M � ' � a �• 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32. _ 33.8J35.1 37.3 5:12 28.4 30.1 31.6 1 32.8 G 34.9 ws� 6:12 26.4 28.0 29.4 30.5 32.4 SJ 7:12 24.4 2509 27.1 28.2 30.0 x( 0 )4 I `This Table must be used in conjunction with a list of moment based tile ALI, J systems endorsed by the Broward county Board of Rules and Appeals. Page 5 . s a Zvi I A M [D,V. c i MIAMI -DADS COUNTY, FLORIDA METRO -DARE FLAGLER BUILDING BUILDING CODE CO:N1PLIAi:C OFFICL (13CCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CO.NTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 NOTIC O ACCEPT: NC NOA Alivar (US..), Inc. 6801 NW 77 Avenue Miami, FL 33166 S COPE: This NOA i3 bvifijl i =;sued ond; r the applicable rules and regulations governing the use of construction materials. The doeum.l t3tior, submitted has been reviewed by :.Miami -Dade County Product Control Division and accepted by the Board of Rules and Appe is (130RA) to be used in Miami Dade County and other areas where allowed by the Authority II;l Jl:ris�tic!i� >n j�`�111). r'O:� li I; ',;c .:N; . a::. l: :s,?:r tioa dat stated below. The Miami -Dade County Product Control D'i"ision i'+a.!c and /ur t:. AFI1 (in areas other than Nliami Dade County) reserve the right to h: ve t!,i� ; i,;r If this product or material fails to perform in the a� p:ed n�3r.r:_, the t: _:f:. t ;r:r %cil! incur 11.E exlzen_. of such testing and the AHI may immediately ti. ,,! ;!:ci: product ut :::at_rial %vi!hin their jurisdiction. BORA reserves the right to retie':. t!: I�...,: �<<:i�, i� it i r!.�.,.�.i..: =��! by �lia!ai Dade County Product Control Division that this product or n?:Iteria ap!)lica`!,l building coj e. h'rein, an'.i to coniply with the Itigh Velocity Hurricane ,i „�ii! iii;:: r l LAYI 1.i;;t;:',.�... unit fii1 =ill : ;;.:rm:.r.�:nt !::!., I v.;til th:: ;,:anufacturcr's name or logo, city, state and fel!Uv Uar t . .L..ilt. ��I;!II l vl;:'.l`l ! (Udll (t_'Glitrpl Aj jpi )v,:(P, Micas Otherwise noted herelll. bee n tiled and there has been no affecting the perfornlauee of this product. o 'tllis NOA 'orill occur ai't:r th. date or if there has been: revision or change in the n;ateri�lis, u,c, am..!�'ur tl.au!a;lewtc of• th;; j,,oduct ur }nvccss. Ml4 husc of this NOA as an endorsement of any other 17ur}aoscs sh::!1 aaton.;ltically terminate this NOA. Failure to comply wi;h an" �tio:. of h;..., NO" u, cau �c G,r tcrn:;.,.ttion and renioval of NOA. the ; ords Mintlli - P -aJe County, Florida, and followed by ....J!r h:._.;.U: _. It 1;1Y pot - tion o} the NOA Is displayed, then It shall be done is its }�ru.11._! to th.' user by tlr. manufacturer or its distributors and <,Lall be u.til:,b!, for tug J_0b sit at the of the Building Official. '1'i:is I`OA consi,ts cf paces l 7. Th_- subnr,tt_d do•: ualcntati ,,, ,, a:; u , icuc�i liy hta .l: Z!:!oa} a, KRC Y' * NOA No.: 02- 1115.03 , Expiration Date: 12/16/07 Approval Date: 12112/02 A Page i of 7 ROOFEN'G ASSEMBLY APPROVAL Cntegory: Roofing Sub- Caugcry: Roofing Tiles Material: Clay 1. SCOPE, This renews roofing system using 'Utusa One Piece S' Clay Roof Tiles, as manufactured by Almar (LISA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. Ilie attachum;ent calculations shall be done as a moment based system. 2. NIODUCT DESCMPTIC °N `Pa nit factured by "hest Product An E r.t Description Alursa 1? :re 1'icee `S L I } TAS 112 1 sigh profile clay roof tile. For direct deck or Tilt V = 1U.5" batten nail -on, mortar set or adhesive set applicatiora. 3.25' 1 ri :n 1'i: 1 v;:; irs 'l'. \.S 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. v :uyin ;; t!ti�1.t3c :; Nlanufactur-,d for each tile profile. 14 Tile clip I';1 1 1.1 L Shaped tilt clip 0.o'3 2.1 SUi3M1 .l t'i't I C`it Test iV` :1r11P�IZeUOrt Date '11 Cunt . 1 Applied 94 -063 Static Uplift Testing April 1994 Er.;ineerin4, Irrc. PA 101 (Adhesive Set) The Center for Applied tit -OS t Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Cent for Applicd 25 720:) - 1 Static Uplift Testing Feb. 1995 PA 102 1Jn�lI1CC['iP.�, Inc. (Quick -Drive Screws, Battens) The Center fur Applied 111 : ct No. 3 Wind Driven Rain Oct. 1994 Engineering, Inc. Tcst f:` DC -7a PA 100 Ceio(ex Cor""),ation Tcstir- ITS 52t ;0 V) PA 102(A) May 2000 PRI Aspha!t CLF- 003 -02 -01 PA 102 October 2001 Redland'I'cciutolo ; ies 7101 -03; Appendix III PA 102 Dec. 1991 NOA No.: 02- 1115.03 Explration Date: 12/16/07 Approval Date: 12/12/02 CC Page 2of7 Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix A PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland `Technologies _ PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 l::rgineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker I- ngineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 78044 & 5 25- 7848 -6 3. LIMITATIONS 3.1 lire classification is not part of' this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope winless stated otherwise by the undcrlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 Nfay be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar `Altusa One Piece S', Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight -W (lbf) Length -1 (ft) Width -w (ft) Ono Pieco 'S' Tile 6.9 1.52 0.875 N OA No.: 02- 1115.03 ` Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 3 of 7 Table 2: Aerodynamic Multipliers - X ft Tile X (ft) (ft ) Profile Batten Ap !!cation Direct Deck 6pplication One Piece 'S' Tile 0.253 0.274 Table 3: Restoring Moments due to Gravit - M ft -Ibf Tila 3 "• . 12" 4 "• 12" 5 "• 12" 6 ": 12" 7 "• 12" or Profile or less reater One Piece 'S' Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Tia Deck Deck Deck Deck Deck 4.47 1 5.35 4.40 5.27 4.31 1 5.16 4.20 1 5.03 4.08 1 4.89 Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Ptah -On Systems Tila Fastener Type Direct Deck Direct Deck Battens Prorila (Min 15/32" (Min. 19/32" plywood) plywood) One Picce'S' 2 -10d Ri Shank Nail 28.6 41.2 19.4 Tile 1 -10d Smooth or Screw 5.1 6.8 2.8 Shank N 2 -10d Smooth or Scruvi 6.9 9.2 7.3 Shnnk Nails 1 1 18 Srre 28.7 28.7 N/A 2 1t8 Scrows - - 8.2 58. 26.8 1 IOd Srnootti or Screw 23.1 23.1 19.0 Shank N ail ( Field Cli p)_ _ 1 -1Od Smooth or Screw 29.3 29.3 24.0 Shank Nail Save Clip) 2 -10d Srnooth or Screw 27.6 27,8 38.6 S hank N.nils (Field Clip) 2 -10d Smooth or ScrLw 38.1 38.1 41.8 Sh - ink Neils Eav;a Clip 1 S crew wrth Altura Clip See clip details Ono Pi: "S" 1 Screw with clip (at th , 1 187.1 187.1 N/A T , head of tilo)_, I -- - One Piu:a "S" 1 Screw with clip (at the 35.2 35.2 N/A Tile water course of t I he 1 Screw m ust bo instailod in the in side nail hole located nearest to the hurn of the tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patt Adhesive Set Systems Tile Tile Application Minimum Attachment _ Profil _ Resistance One Piece'S' Tila - -_ _Adhesive 25.3 2 _ Sae rnan ufacturos com a Qorov al fer installotlon requirements. F3 r Flexible Products Company Tilel3ond Average weight per patty 10.7 grams. Pol f)am Product, Inc. Average per patty 8 grams. _ NOA No.: 02- 1115.03 o Expiration Date: 12/15/07 ' Approval Date: 12/12102 Page 4 of 7 Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft-lbf) for Single Patty Adhesive Set S stems Tile Tile Application Minimum Attachment Profile Resistance One Piece'S' Tile Pnlyfosm Pol ProTM` 66.5 Polyfoam Poly Pro'"" 38.7 4 Large add lacement of 63 rams of Pal Pro TM ' . 5 Medium paddy placement of 24 rams of Poi ProT"". Table 513: Attachment Resistance Expressed as a Moment M -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistant( One Piece'S' Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERINtr' IZEQUIREMI NTS 6.1 Application for buildin! permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptancc. 6.1.2 Any other ducumt•nts rec;uircd by the Building Official or applicable 1 -uilding code in order to propedy evaluate the installation of this system. i'1t01 DiuNVIN'GS ON[', Pu:Ct' 'S' CLAY lwor o O NOA No.: 02- 1115.03 ' s Expiration V ite: 12/16/07 Approval D ite: 12/12/02 Page 5 of 7 CLIP DETAILS "SPANISH S" TILE BY ALTUSA ( 2.112" OVERLAP (COVERS PIN HOLE) 0 — SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE , y DECK CLIP WITH ONE (1) SCREW ATTACHED TO DECK CLIP PLACEMENT DETAIL CLIP NOA No.: 02- 1115.03 a Expiration Date: 12/16/07 Approval Date: 12/12/02 Page 6 of 7 CLIP DETAILS (COPT) "SPANISH S" TILE BY ALTUSA 2 1/2" OVERLAP (NP-) (COVERS PIN HOLE) SCREW(HOLDS CLIP ONTO DECK) p SCREW IN THE INSIDE NAIL HOLE NEAREST 70 THE HUMP OF THE TILE DECK 1 1/4' 13/4" 34' CLIP PLACEM[NT DETAIL 5r8' i 5w - -" GALVANIZED METAL CLIP 3.00' DECK 2 1/2' SCREW END OIL TIIIS ACCEPTANCE NOA No.: 02- 1115.03 Expiration Date: 12/16/07 Approval Date: 12/12!02 Page 7 of 7 M I A M I DADS MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Polyfoam Products, Inc. CONTRACTOR LICENSING SECTION 2400 Spring - Stuebner Road (305) 375 -2527 FAX(305)375-2558 Spring ,TX 77383 -1132 CONTRACTOR ENFORCEMENT DIVISION (303) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of. Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. G2l ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 06/14/2001 Building Code Compliance Office W045000 kpc200011templatesModce acceptance cover page dot Internet mail address: postmaster @buildiagcodeonline.com Homepage: http : / /www.buildingcodeonUne.com Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL ate o : Roofing Approval Date: June 14.2001 Sub - Category Roof Tile Adhesive Expiration Date: Max 10, 2006 Materials: Polyurethane 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement; and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Polypro® AH 160 N/A PA 101 Two component polyurethane Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Proper Test Results Density ASTM D 1622 1.6 lbs. /ft' Compressive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor ASTMM E 96 3.1 Perm /Inch Transmission Dimensional ASTM D 2126 +0.07% Volume Change @ -40 F., 2 Stability weeks +6.0% Volume Chan e j10° Humidity, 2 weeks _ Frank Zuloaga, RRC Product Control Examiner fi 2 Polvfoam Products, Inca ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above are presented as typical average values. as determined by.- accepted ASTM test methods and are subject to normal manufacturing variation. _ 3, LIMITATIONS - - 3.1 Fire classification is not part of this- acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. - '- 3.2 Polyprog AH160 shall solely be used vinth flat, low, &high the profiles: -- 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polyprog AH160 roof file adhesive with their the assemblies shall test accordance with PA 101 and with section 10.4 as modified herein. F F1_ 2 M3 4. INSTALLATION 4.1 Polyprog AH160 may be,used_with any roof tile assembly- having a current NOAahat lists uplift resistance values with the use of Polyprog AH 160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details rioted herein. The roof the assembly's adhesive attachment with'the use.of Polypro® AH160 shall provide - sufficient attachment resistance, expressed as an uplift based"system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof - - tile assembly NOA _ 4.3 Polypro® AH 160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products; -Inc. Polyprog AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Poiyfoam Products, Inc.'Polyfoam Products Inc. shall supply a list of approved _ applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application'of any adhesive. The mix ratio between the 'A" component and the "B" component shall -, be maintained between 1.0 -1,15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polyprog AH160 shall be applied with Foampro RTF1000 or ProPacke 30 & 100 dispensing equipment only. 4.7 Polyprog AH160 shall not be exposed permanently to sunk Frank Zuloaga, RRC Product Control Examiner 3 a Polyfoam Products, Inc ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile TileProrile Placement Single Paddy Weight Two Paddy Weight Detail Min. (grams) per paddy Min. (grams) Flat Low Hgh Profiles #1 35 N/A w" High Profile (2 Piece Barrel) #1 17 /side on cap and N/A 34/pan. Flat, Low, lE h Profiles #2 24 N/A 9 Flat, Low, High Profiles 43 8 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. t Frank Zuloaga, RRC Product Control Examiner 4 Polyfoam Products, Inc. ACCEPTANCE No : 01- 0521,02 ADHESIVE PLACEMENT DETAIL 1 _. SINGLE PATTY._ . . Nag through piado cement Paddy {&nrth Tls(- Neil 8rough pluNe cement - I'aft Q - . ., .. 70 in.. - `• =-:ter z•_ n Facie Era Counts Fade _ we curse only: Em course ony: Em OWN Enr Cbsum Kup adhahrs spins Keep Whosive a:prox �P 4 h up from Wespholu 41n. up ham wuOwW Nag through leadc cemer>L - - _ 8 P P+�Y (Beneelh ❑ls! .. 1 Plea enough edhahm b eehleva iT b 2s ` tirderhyrant a aqustaind ee In scaled with tM pan file plhh appilcegone Nall IArorrytt play cement 2) Toncovers up �Id d mP�aa&ml V2 b. Tien Inahl the tla o Underlayment 10 In. 2 In. o Ewe Course u c Em Closers Em courts only h m wee 4 Approx. l In. up Fac4 of the e eve ^ Y course cover dle. Abut to wood course of Old pen Ilea Ensure em end of PoMI Mohr W and cover dies am -up lush st save" Em closure Weep 4 Fascia So (mortar shown) Frank Zuloaga, RRC Product Control Examiner - Polyfoam Products, Inc. ACCEPTANCE No. -: 01- 0521.02 = ADHESIVE PLACEMENT D ETAIL - 2 - -.: --- SI N GLE-PATfY Nall through plastic cement -. Paddy (9eneeth Tih) Nall Unugh Outk cement Paddy (9anath Undenayment � Undertayment 7In. • 71n. �e' Y In. Eave Course Fascia Fascia Wssphole Em Cauca Eaw down Em Ctown ftodp Nail through plastic cement Paddy (Bermth Tlb) Undarlaymsnt 7 Inc. .e n. • Eave Clam Eave Course Feacla Frank Zuloaga, RRC Product Control Examiner 6 v r Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nag through plastic cement Paddy Nail through plastic cement Single paddy under file (between tile) Underbyment Single paddy between file Paddy 2 m. x 7 in. medium • (under tile) size paddy save • �; course only Single paddy = in under the }In. x 3 In r ain. _ / ' 4 In. 2In. Single paddy on 2 in. 4 In. Single' under• paddy on layment under. layment Single paddy Fascia Es course on top of tile Weephole Single paddy In. X 7 in. medium Five Eave closure on top of tile size paddy save % Cour Fascia course only Drip edge Nall through plastic cement Single paddy under tale Single paddy between the lr !�'3 in. x 31n. 41n. Single paddy on underiayment .n Single paddy Eave Closure on top of file 2 in. x 7 in. medium Eave Course size paddy eave course only Fascia Frank Zuloaga, RRC Product Control Examiner 7 Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall because for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner 8 r r Polvfoam Products inc. ACCEPTANCE No.: 01- 0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONL Y. Not part of NOA.) A. DRAWINGS: NONE B. TESTS: Test Agency Test Identifier Test Name/Renort Date Center for Applied #94 -060 Miami Dade Protocol PA 101 04/08/94 Engineering Center for Applied 257818 -IPA Miami Dade Protocol PA 101 12/16/96 Engineering Center for Applied 25- 7438 -3 SSTD 11 -93 10/25/95 Engineering 25- 7438 -4 Center for Applied 25- 7438 -7 SSTD 11 -93 - 11/02/95 Engineering Center for Applied 25 -7492 SSTD 11 -93 12/12/95 Engineering Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. .963 7.92 ASTM B - 108. 04/30/93w Southwest Research Institute 01- 6743 -011 ASTM E. 108 -: 11/16/94 ' Southwest Research Institute 01- 6739- 062b[il ASTM E 84 • 01/16/95 Trinity Engineering 7050.02.96-1 PA 114 03/14/96 Celotex Corp. Testing 528454 -2 -1 Miami Dade Protocol PA 101 10/23/98 Services 528454 -9 -1 - 528454 -10 -1 Celotex Corp. Testing 520109 -1 Miami Dade Protocol PA 101 12/28/98 - Services 520109 -2 520109 -3 520109 -6 .. 520109 -7 Celotex Corp. Testing 520191 -1 Miami Dade Protocol •`—� Services 520109 -2 -1 Frank Zuloaga, RRC - - Product Control Examiner Polvfoam Products Inc. ACCEPTANCE No.: 01- 0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONL Y. Not part of NOA.) C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07199 A MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE ra&Zdloaga - Product Control Examiner E -2 ' STATE OF FLORIDA PERMIT No. _ -- -_ DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL .SYSTEM FEE PAID: '. Wit CONSTRUCTION INSPECTION AND FINAL APPROVAL RECEIPT #: RY- APPLICANT:' AGENT: PROPERTY ADDRESS: g� a LOT: BLOCK: " SUBDIVISION: PROPERTY ID #: CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS I 1 1011 TANK SIZE [11 [21 [ ] [2 SURFACE WATER FT [ j [02] TANK MATERIAL 1 [ ] [281 DITCHES FT [ 1 [03] OUTLET DEVICE [ 1 J291 PRIVATE WELLS FT [ 1 (041 MULTI- CHAMBERED [Y J N ] [ 1 1301 PUBLIC WELLS FT [ l [05] OUTLET FILTER [ , 1 [311 IRRIGATION WELLS FT [ 1 [06] LEGEND "L _..�� [ j [321 POTABLE WATER LINES FT [ 1 [07] WATERTIGHT ['- 1 [331 BUILDING FOUNDATION FT { 1 [081 LEVEL { } {34] PROPERTY LIMES -•' FT 1 [091 DEPTH TO LID ` [ 1 [35] OTHER FT DRAINFIELD INSTALLATION FILLED J MOUND SYSTEM [ j 11 AREA [11 ' ' [2] SOFT [ } (36] DRAtNFIELD DOVER ( ] fill DISTRIBUTION BOX HEADER [ ] {371 SHOULDERS [ 1 [121 NUMBER OF DRAINLINES [ 1 1381 SLOPES [ 1 [131 DRAINLINE SEPARATION [ 1 [391 STABILIZATION { 1 [14] DRAINLINE SLOPE [ 1 1151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] 1161 ELEVATION [A80VE/BELOWl BM I 1 [401 UNOBSTRUCTED AREA [ ] [17] SYSTEM LOCATION [ ] [411 STORMWATER RUNOFF [ 1 [181 DOSING PUMPS [ 1 [421 ALARMS j ] 1191 AGGREGATE SIZE [ 1 [431 MAINTENANCE AGREEMENT [ ] [201 AGGREGATE EXCESSIVE FINES' [ ` 1 [441 BUILDING AREA [ ] [211 AGGREGATE DEPTH j , 1 [451 LOCATION CONFORMS WITH SITE PLAN [ 1 (461 FINAL SITE GRADING FILL ( EXCAVATION MATERIAL [. 1 [471 CONTRACTOR [ 1 [221 FILL AMOUNT [ ] ,[481 OTHER [ 1 [231 FILL TEXTURE 1 [241 EXCAVATION DEPTH 77 ABANDONMENT j ] [251 AREA REPLACED I 1 [491 TANK PUMPED —/—/_ ] [261 REPLACEMENT MATERIAL [ 1 [50] TANK & FILLED —/ /— EXPLANATION OF VIOLATIONS J REMARKS: [ I . [ 1 [ l [ j CONSTRUCTION [APPROVED/DISAPPROVED]: - CHD DATE: FINAL SYSTEM [ . EPROVVE41SAPPROVED]: CHD DATE Page 2 of 3 DH 4016 (Page 2),10/97 (Previous Editions May Be Used) ° Stock Number: 5744.002- 4016.4 PT 1: Applicant PT 2: Installer /Contractor PT 3: Building Department PT 4: Health Department *zags t Inspection Worksheet Miami Shores Village j 10050 N.E. 2nd Avenue Miami Shores, FL t,F Hre_ N " Phone: (305)795 -2204 Fax: (305)756 -8972 1-- Inspection Nu m ber: INSP -41778 hermit Number: PL2003 -278 Inspection Date: 03/01/2007 Permit Type: Imported Permit Inspector: Levrack, James Inspection Type: Underground Rough Owner: WYSONG, BRENDA Work Classification: <NONE> Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060135370 Block: Lot: Contractor: ARFA PLUMBING CORP Phone: 305 - 552 -8410 Building Department Comments PLUMBING FOR ADDITION MAR 0 5 2007 I s r C mments Passed ed Failed El Correction Needed Re- Inspection Fee ($75 No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, March 1, 2007 Page 2 of 2 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 („ Bill To None None Invoice Number: imp -2 -07 -27690 Invoice Date: February 28, 2007 Permit Number: PL2003 -278 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Imported Permit 'Work Classification: <NONE> Date Fee Name Fee Type Fee Amount 02/28/2007 Change of Contractor Calculated $75.00 Total Fees Due: $75.00 171 2 PAID Wednesday, February 28, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To None None Invoice Number: imp -2 -07 -27690 Invoice Date: February 28, 2007 Permit Number: PL2003 -278 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Imported Permit / Work Classification: <NONE> Date Fee Name Fee Type Fee Amount 02/28/2007 Change of Contractor Calculated $75.00 Total Fees Due: $75.00 PAID Wednesday, February 28, 2007 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: ( 8972 Ell V 8 BUILDING AUG 2 2 2905 permit No. . I MC . PERMIT APPLICATION aster Permit N o. FBC 2001 -- Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �(7 d hone # 305" 7-S 7 Owner's Address Z4! ITV F= M 1A City f L 60 State �L--- Zip 3 (3 Tenant/Lessee Name N Phone # JAJ 14 Job Address (where the work is being done) QJ City Miami Shores Village County Miami -Dade Zip 33 I3.? Is Building Historically Designated YES NO Contractor'sCom � N 1 �� , L C- + C9 Phone# 3O T - p Y {� Contractor's Address U 3 CityL�lN✓1 c State _ L Zip 33 1 b Qualifier co @ E . 1 ' 6 A _ v State Certificate or Registration No. .0 Certificate of Competency No. Archite t/Engineer' Name (if applicable t M 0 <:�D$TA r - Phone # 5� 2 le © 7 7 L — O GW06 $ Value of Work For this Permit _ 26 Tx Square Footage Of Work: Q 5) Type of Work: Addition ❑Allteration ❑New ❑ Repair/Replace ❑ Demolition Describe Wor P� s L�� IAl .. 1 0 Q f 4A 4 * * * * * * * * * * * * * * * * * * * * * ** *F Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) i S�, IV'" Bonding Company's Name (if applicable) Bonding Company's Address oe City V4 State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Addre s "" City /U State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 40 The for oing instru nt was acknowledged before me this -' day of. ' 20v,' by .S'U� day of 20DSby 2 12 4A c� who is personally known to me or who has produced ,L. who is personally t kno / ^ wn Itto me or who has produced As identification and who did take an oath. 0290 VS 65-�7 ntificati and who did take an oath. NOTARY P B IC NOTARY PUBLIC Sign: Sign: Print: 4j Print: My Commission Expire . My Commi!� � .+ a�Calri�MllOf�8�11R11�01�� ' . CMW&Abn # W4 11f °�4 , ComnNssion # DM1432 % kkkkk %k�kk *kRk%kkk *kkk *k *# APPLICATION APPROVED BY: Plans Examiner Engineer chc 05/13/03 Zoning ,r I Miami Shores Village ° Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 RECE IVED j Tel: (305) 795.2204 Fax: (305) 756.8972 DEC ' BUILDING 2003 Permit No. 6(, D3 PERMT APPLICATI _ a' Master Permit No. Lb p I ow-s- 1390 FBC 2001 Permit Type (circle): Building Electrica Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) w a Phone # Owner's 1 oa Ci {.' 1 m , �e-S State i= L — Zip 3 3 ? Tenant/Lessee Name Phone # Job Address (where the work is being done) 2 S -A S Aj e�dr- City Miami Shores Village County Miami -Dade Zip 1 ItS Is Building Historically Designated YES NO Contractor's Company Name c Phone # � J S y) 512 2 Contractor's Address (51(k) W A U B 1 ^Q City State Zip Qualifier kV' R Architect/Engineer's Name (if applicable) Phone # Architect/Engineer's Address City State Zip 00 $ Value of Work For this Permit X Square Footage Of Work: Number of: Bays Stories Families Bedrooms Baths Type of Work: KAddition EIAlteration []New ❑ Repair/Replace "0 Demolition Describe Work: ,1 1 � * * * * * * * * * * * * * * * * * * * * * *�,� * *,►* F * * * *� * * * * * * *,� * * * * * * * * * * *� * * *,� County Escrow Fee $ Permit Fee Notary $ Education/Training Fee $ b Tech $ - P Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ 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 reinspection fee will be charged Signature Si tore Owner or C ntractor The foregoing instrument was acknowledged before me this � The foregoing • ent was acknowledged before me y o 20 pus daf GC 0,E b 44''__ lifllf►/ y JR o1V y—�,V day of 20Q;? /o who ' ersonally known to me or who has oduced _ Pr who is personally known to me or who ha 'rod G ISS/ •'•: L�' �'', As identification and who did take an oath _ as identification an 1 nS 7 iq�d� an'dih NOTARY PUBL s 1 ' '; NOTARY P LI z • •.. �' o Sign: 2 03 02 Print: DONNA SHERLOCK Print• : �blicUndet "�;•' °� + u _ .• . `1 My Commission Expir NyCormiesionFxes,1urt20,2dOB My Commission Expires * * * * * * * * * * * * * * * * ** * * Cammhuton # D0127889 - * ** st t** t**********#******* to * * * *,t *�t * * * * * * * * * * * * * *� * * ** ompetency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVEb BY: /1 Plans Examiner Engineer chc7n /03 Zoning ADDENDUM TO BUILDING PERMIT APPLICATION 1 4 (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEWORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER DW4GE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE MOUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS O- i HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: _ AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTLRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELO, 4" TILEAES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT 'CU.` FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING i 2' INDOVE IZCIO Coacit,elvr sCCe,.__- --- D RIP LOOP Coadtai�k �ypp' _ . F 0 DE a of - n,rx, • r Circruncl wlrc :tic • �L HAITI. DIS .01414ECT - • • ••� Rotinp ~' Amps ~ '.. �•• -, Malt A p SUB FEEDER New Exi t 1A11d C13 SUD C 1.3 'ryna PANEL PANEL • S'txe - — 2'000 >~ 7 oromct • . w r .- N/tf• • 1 1 q t E R "`��'°' ; I1•d�CDE PANEL ' l e' rlwsltC L --J I1 5 Rni:tnp tauauttc )land $us '►'as _._.— ..._ L oca n_ • PER S.F.U.C, 4finfi,2(D) CLAIIP .•t; •� ;- ,coN1'R�7�c tL. Ljs. L• N��.�.�L__.._____.._�w__�.__.._ S I G IA'Cuar.. OF COII'tllAgTOR c'LO411• NOTARY ' FIIITS11ED G2A1) E A R R R . , D'O' ?tIN DENTI1 � SUN otllu 1 R - Inspection Worksheet c Miami Shores Village a 10050 N.E. 2nd Avenue Miami Shores, FL R Phone: (305)795 -2204 Fax: (305)756 -8972 0:51%5 �e Inspection Date: 01116/2008 Permit Type: Imported Permit Inspector: Levrock, James Inspection Type: Final Owner: WYSONG, BRENDA Work Classification <NONE> Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARFA PLUMBING CORP Phone: 305 - 552 -8410 Building Department Comments PLUMBING FOR ADDITION JAN 17 2008 ns ec o omments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, January 15, 2008 Page 1 of 2 1 0R w Inspection Worksheet .... Mat" Miami Shores Village `� 10050 N.E. 2nd Avenue Miami Shores, FL $ , , d4 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/31/2007 Permit Type: Imported Permit Inspector: Levrock James Inspection Type: Water Service Owner: WYSONG, BRENDA Work Classification <NONE> Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARFA PLUMBING CORP Phone: 305 - 552 -8410 Building Department Comments / IIJJ PLUMBING FOR ADDITION I ector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, August 30, 2007 Page 1 of 2 Miami Shores Villag . � g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3313$ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATION Eg 2 g 2001 Ma ster Permit No. Pa.� • 13 91� FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) be er b Phone # Cj� "7 11 - (a / Owner's Address M loo City / t , c,O ; � -e State ]% Zip -3I / 3 Tenant/Lessee Name / Phone # E -MA[L: t�P.ne -A Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name R Q Va Phone ° # Contractor's Address City 1-4 1 ° L`" c State G'L.. Zip 3 S Qualifier Name Lam►► el) a+2� -- Phone # State Certificate or Registration No. 9 7 t'00C<> ej3 Certificate of Competency No. E -MAIL: Arch, itect/Engineer's Name (if applicable) . Phone # Value of Work For this Permit S Square / Linear Footage Of Work: Type of Work: QAddition DAlteration nNew [] Repair/Replace Q Demolition Describe Work: 9P *>e 9F9a at *� *�4 ak irat * a4 fr *9t it 9:is * * *a4 a4 F a4 *i: 49r a4 aY at a4 a4 ** Fees * * # * * * i: aF atat &,tat iat:4 * * *iakklc,4st at7lftir at �r at 749�9t.�,t #9k #it : Submittal Fee S Permit Fee $ CCF S CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning S Bond S Code Enforcement $ Double Fee $ Structural Review. $ Total .Fee Now Due $ See Reverse side --+ t 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 taws 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 'FINANCINC,�, 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�perso wh ose 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. sence of such posted notice, the inspection will not be approved and a renspection fee will be charged J Signature Signature Owner or �At Contractor I The foregoing instrument was acknowledged before rite this The foregoing instrument was acknowledged before me this day of 20 6?, by day of F ' , 20 f) 3 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: Cam- Print: ,tj phi► Stgrt; Print: 1 C) �. My Commission Expires: �ES;1t My Commission M 11, 2007 ..; Y 9ervkga APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02 /08106) Brenda Martinez Wysong 345 NE 1 00 Street Miami Shores, FL 33133 Miami Shores Plumbing 900 NW 144 Street Miami, FL 33168 RE: Plumbing permit for BP03 - 1390 Pursuant to an earlier conversation, we will not need the services of Miami Shores Plumbing. We have retained another plumbing contractor, Regards, Bre.pda Martinez Wysong CC: Miami Shores Village Nckx yAft TLE RIVER POS :1 FICE MIAMI, Ficr 331389945 1158540115 -0096 /2007 (800)275- 8777 03:03:29 PM — - — Sales Receipt s C Sale Unit or Qty Price % FL 33168 � w• -Class oz. r, ified $2.40 _ 1 a. 70062760000358493747 M • ' m $2.79 0, A L ro Postage $ Ln $2.79 Certified Fee 2. e m p Return Receipt Fee P ostm 9Y: C3 (Endoe rsmentRequired) $1'Xft j- $3.00 2, Hero Restricted Delive O ry Fee 3 Due: -$0.21 (En dorsementRequired) $0.00 M1 Total Postage & Fees $2 79 ' 1000401866081 1121b,�fl7 22 Sent To O Sfr Apt' +{ f °, I_Q{� i°..._ -° sales final on stamps and postage. o or PO Box No. PI L4 "�' Lf unds for guaranteed services only. rti d ----- ______ Z %P __ � _ �'� ` CySta ,+4 ' Thank you for your business."" - -�- _ _ Customer Copy :so �. Miami mores v inage i5uncling i.,epanmenL Change of Contractor Permit No. Owner's Name (Fee Simple Titleholder) r) Phone # — g p,!� —:7 ,S7 Owner's Address 3q g — , 41!9 City ,'� Y -5— State 1= C— Zip 3 i Tenant/Lessee Name Phone # Job Address (of where the work is being done) q6 dZg c3s� ��7•� e City Sh C) , ,, e County Zip 3 3 r "S? Legal Description Contractor's Company Name : Phone # Contractor's Address City State Zip Qualifier Describe Work: I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. a Signature Signature Z2 Owner or Age Contractor 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 C: NOTARY IC: Sign:' Sign: Print: / A- SQ e Z_ Print: My Commission Expir t ,;� &� MA RIA SUAREZ My Commission expires: 2 <P�;?,o� c W ASUAREZ * W COMMISSION 8 DD 192508 APIRES: Match 11, 2007 * kiv ^ ;ION # DD 192508 c F Fl0�,0 Bonded Thru Budget Notary Services m, c =Arch 11, 2007 I. lip t F *ve.�e *.t��iffiICL§ *r tt� Rev.09/19/03} 641(f Z 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 , -? www.miamishoresvillage.com DATE: HOLD HARMLESS BY------------ PROPERTY LOCATED AT: - 4, — N f ic) C , �� I ;cam 5ho✓.e_ As legal owner of subject property, I request the cancellation of permit number issued to G , for the following reason: Date of last inspection: /tanr'_ �n �" I hereby apply as owner- builder, or authorize (new contractor) , to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. (Owner's Signature) (Prime ontractor -Only if subcontractor iVIabe Vag h Id permit or if change of qualifier) Comm ission #DD2319i1 on y ^ Expires:jul 13 wa �� Bonded nru (Print Name) P �� nr� C r ratting( "z. 1 c ,t�',,,",'•.. EVELWMMTMiEZJR. (� \ = Notpy Public - State 0 Floridf My Y✓ E Commission Expiry Jaa 3, MI State of Florida caMNSWen # oo 624W wi r County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large Miami Shores Village Plumbi Permit 10050 NE 2nd Avenue •"' Phone: 305- 795 -2204 Permit Number: PL2003 -278 - .` Printed: 8/24/2004 Page 1 of 1 Applicant: BRENDA WYSONG Owner: WYSONG BRENDA JOB ADDRESS: 345 NE 100 ST Contractor THE NEW MIAMI SHORES PLUMBING Contractor's Address: 900 NW 144 ST Local Phone: 786 553 - 5424 Parcel # 1132060135370 Le al Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 19 & E1/2 LOT 18 BLK 39 LOT SIZE 9 p Fees: Description Amount FEE2004 -8510 Building Fee $210.00 FEE2004 -8511 CCF $3.00 Total Fees: $219.25 FEE2004 -8512 Training and Education Fee $1.00 Total Receipts $0 FEE2004 -8513 Technology Fee $5.25 (b Total Fees: $219.25 Permit Status: APPROVED Permit Expiration: 2/28/2005 Construction Value: $5,500.00 Work: PLUMBING FOR ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: R IuVIED Miami Shores Village Alai 2 0. zoo Building Department - ------- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING permit No PERMIT APPLICATION Master P ermit No. P 03 l FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Si pll'e` itleholdgy) (� Kf qPhone # O is Address T 1� L - 7a ci ( o Stag F Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) V �I � 00 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name �3 Phone # Contractor's Address C IO AW Ci State g- Zip 64 Qualifier /fs G l State Certificate or Registration No. 0fL-F 199; 5 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Square Fo age t�Stv1 Type of W a ALtCion x� �Alterati n New 11eplac o)i n Describe :� 4o' „ka Submittal Fee $ „SOS —” Permit Fee $ e) �� C� -�''� CCF $ 3, O 2) CO /CC Notary $ Training/Education Fee $ Technology Fee $ -5 , Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ •� /_T (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 reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing in trument was acknowledged before me thiXV The fore oing ' ent was acknowledged before me this d day of 2(a, by day of , 20Q� by , who is personally known to me or w ��_D L who is personally known tom. or who has produced As iden ' atio take an oath. as idenfifica poqlk did take an oath. NOTA NOTARY P L P Sign: Si Print: Print: 66491 My Commis My Co APPLICATION APPROVED BY: ' Z Z Zi Plans Examiner Engineer Zoning Chc 05/13/03 ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TIB SWITCH OUTLETS SPACE HEATERS BIDET LIGN7 OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WINO) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR FAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 NP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MiOTCRS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER-WELL SPECIAL PlIRPOSE SWIMMING POOL OUTLETS COMWERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK RE INSPECT ION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING Miami Shores Village Electrical 'Permit , 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: EL2003- 386',` Printed: 8/24/2004 Page 1 of 1 Applicant: BRENDA WYSONG Owner: WYSONG BRENDA JOB ADDRESS: 345 NE 100 ST Contractor J. R. ELECTRICAL SERVICES Contractors Address: 1511 N. W. 157 AVE, Local Phone: Parcel # 1132060135370 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & E112 LOT 18 BLK 39 LOT SIZE Fees: Description Amount FEE2004 -8439 Building Fee $227.50 Total Fees: $2 6.38 FEE2004 -8440 CCF $2.40 FEE2004 -8441 Training and Education Fee $0,80 Total Receipts: x.00 FEE2004 -8442 Technology Fee $5.68 C 43 T Total Fees: $ 236 . 38 Permit Status: APPROVED Permit Expiration: 2/19/2005 Construction Value: $3,861.00 Work: ELECTRICAL FOR ADDITION Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 R E C E W Tel: (305) 795.2204 Fax: (305) 756.8972 OCT 0 3. 2003 BUILDING qC Permit No. �d. -- --------- - - - - -- PERMIT APPLICATION Master Permit No. P 1 0 0 .�k 139 o FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ,o n r a m a s e �� S P # 4) ?S7 - Co 17 Owner's Address ?,! #y_N f jjc>n S L e- G4 City j, ; dS h ha, S State G L Zip A I A 8 Tenant/Lessee Name f Phone # RZA Job Address (where the work is being done) 3 S ALL / oD S ly e e4 City _ Miami Shores Village County Miami -Dade Zip 3-313 Is Building Historically Designated YES NO Contractor's Company Name Phone # 3 o ; G 5 ( - 7G G y Contractor's Address 1 7 0-6 o w cJ V 0,000 f-- City VVL; Arv► ; State t' Zig Ch 5 Qualifier &,j At- D Architect/En m ( licable eer s Name i a n r k n ; A e n- - A Phone # �i Z 7 7 L' 8 ap A -- , Architect/Engineer's Address 31205* 1 r a l u.,( City n State Zip 3 3 r SS C C�Y� n ► CGL-I $ Value of Work For this Permit � �o % Square Footage Of Work: 1 $ O .---- Number of: Bays Stories Families Bedrooms Baths Type of Work: []Addition []Alteration ONew ❑ Repair/Replace O Demolition Describe Work: *,► * * * * *,� * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * *� * * * * ** County Escrow Fee $ Permit Fee $ Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ - S�D Total Fee Now Due $ (Continued on opposite side) cy- 6 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 goad 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 certifted 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 -,Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this S� day of _ 20 __, by day of __ !;�Ka . . 20= by who is personally known to me or who has produced who is perso As identification and who did take an oath. MARTHA RAVELO tak :anoath- NOTARY PUBLIC: P11 � 8F& NOTARY PUB FIC COMMISSIO N # DD165372 Sign: Si SSbN PIKES ER t Im Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. C IBC D - 2 - ?3 5 q Z-- Certificate of Competency No. APPLICATION APPROVED BY: Plans Examiner Engineer chc7t7 /03 Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WINO) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE-REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE (MOUND TANKS LAUNDRY TRAY WATER H EATER I PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REMSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS I HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS ORAINFIELO, 4 TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL , DOMESTIC WELL AREA DRAIN ROOF INLET t� SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING Miami Shores Village Sec. 6 -3 Air .Conditioning Regulations. (a) All individual air conditioning units installed in walls or windows shall be securely anchored to the walls by approved methods. Units installed over public property, paths of egress or more than ten (10) feet above grade shall be secured to the structure by bolts or screws to resist horizontal wind loads. Such units cantilevering more than eight (8) inches on the exterior of a building shall be supported by steel angle brackets secured by bolting. Bolts to masonry shall be set in lead shields or similarly rot - resistant fastenings. (b) The following special requirements shall apply to the control and regulation of noise nuisance from air conditioning machinery. (1) All equipment, existing or hereafter installed, regardless of location, shall be maintained in good working order. Equipment so located that normal operating noises create a nuisance to adjacent owners or occupants shall be provided with soundproofing, or sound- absorbing baffels, or enclosures, as approved - to insure maintenance of a reasonable noise level. (2) All egiupment on outer walls, on roofs, or'in the other exposed locations, which are unduly noisy, and which causes valid complaints from adjoining property owners or occupants may be required to be relocated, redesigned and/or enclosed in noise- retarding materials when, in the opinion of the building official, such enclosure is necessary or would be effective. (3) Special consideration shall be given to the planning of all future installations to m;n;m;�Q the noise nuisance to adjoining property owners or occupants and the building official shall have authority to reject or require the redesign of any system which, in his opinion, would cause such a noise nuisance. (c) Violation of this section shall be punished as is now or may hereafter be provided by law (Ord. No. 299, Sec. 1 -3, 2- 21 -61). I have read the above ordinance and will comply with the regulations thereof. owner /signature Contractor Signature I have read the above ordinance and will comply with the regulations thereof. t E-E 4901.4(c)(Cont) M When the proposed work serves an occupant content of 100 or more persons, or has a 4901.5(a)(Cont) system. However,'the schedule shall be no less than: total mechanical value of $25,000 or more or when the mechanical system(s) with a per system capacity of more than 15 tons or for any structure greater than 5,000 square- feet (1) Underground inspections shall be made after trenches or ditches_ _ in area designed for public assembly, the plans shall be prepared by and bear the are excavated and bedded, piping installed, and before backfill is put in place. r impress seal of a Professional Engineer, registered in the State of Florida. (2) Before insulation, or otherwise concealing any portion of the s �3} as When the estimated cost exceeds $5 000 for medical oxygen, system, including but not limited to duct work, piping or any other mechanical devices � g Yg steam vacuum, Y toxic air filtration, or chemical fire protection systems the plans and specifications shall and prior to the installation of insulation, walls or ceiling membranes. be prepared by and bear the impress seal of a Professional Engineer, registered in the , 3 Final inspection shall be made when the system is completely State of Florida, who is competent in this field of expertise. � = O Pe Y •�� installed and ready to be placed in operation. All plans shall be prepared and submitted per the South Florida Building Code, Appendix "A ". The plans shall include a schedule similar to the one shown below to (b) INSPECTIONS: Mechanical Inspections by Certified Mechanical ! be filled by the Architect or Engineer of Record. Inspectors shall be required on all systems. Window air conditioning units in Group - I-.- E Occupancy m be i b other certified Inspe ctors designated b the Building P Y Y Pe Y �Pe 8n Y g HVAC DESIGN REQUIRES: YES NO Official. Inspections shall be made according to the approved plans, specifications, the w DUCT SMOKE DETECTOR South Florida Building Code and its adopted standards. U FIRE DAMPER(S)a SMOKE DAMPERS (1) Mandatory inspections shall conform to this Subsection and FIRE RATED ENCLOSURE Subsection 305.2 of this Code. f FIRE RATED ROOF %FLOOR a CEILING ASSEMBLY (2) Mechanical systems shall be tested as required by this code. Tests shall be performed b the permit holder and observed by the Mechanical Inspector. P Y P FIRE STOPPING . c SMOKE CONTROL (3) Inspections results shall be approved or disapproved in writing on (d) PRECONTRACT EXAMINATION OF PLANS: Preliminary plans the permit card at the time of inspection. Q may be submitted by the designer to the Chief Mechanical Inspector before a contract 4901.6 STANDARDS: for the proposed work is entered into by the owner. -, (e) EXAMINATION OF PLANS: The Chief Mechanical Inspector or (a) STANDARDS ADOPTED: H Mechanical Plans Examiner shall examine all plans and applications for permits. If the (1) The following standards are hereby adopted in addition to applicable ones a application. or plans do not conform to the requirement of all pertinent laws or listed and as set forth in Section 402. The applicable year shall be as set in Section 402 regulations, the Chief Mechanical Inspector shall reject such application in writing, of this Code: stating the reasons therefore. Plans that are rejected, as stated herein above, shalh be returned for correction. Inked notations on mechanically reproduced plans may be (aa) Safety Code for Mechanical Refrigeration ANSI/ASHRAE 15 accepted only for minor corrections. If the application, plans and specifications, upon examination, are found to comply with the requirements of the Mechanical Code, the (bb) Power Piping ANSI B 31.1 c� plans shall be signed and marked as approved. (cc) Storage and Handling of Liquefied Petroleum GasesNFPA 58 N (f) PERMIT FEES : Shall be in accordance with section 303 of this Code. f 4901.5 INSPECTIONS• (dd) Installation of Air Conditioning and Ventilating Systems NFPA 90A (a) SCHEDULE: The Chief Mechanical Inspector may, at the time the permit (ee) Installation of Blower and Exhaust Systems for Dust, Stock and 3 is issued, determine the mandatory inspection schedule based upon the complexity of the Vapor Removal and Conveyance NFPA 91 E ms , Supplement No. 3 49-2 -2 Z Supplement No. 3 49-2 -3 F; ,r 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204�F 756.8972 BUILDING F 2 E Permit N�. PERMIT APPLICATION U 2 _ _ aster Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titlehold`er�) � - 1S ® NJ C7 Phone # Owner's Address .,5 At C i# `A 1tl ,�'O S /4. , / zip - Tenant/Lessee Name 4 Phone # � Zt4 Job Address (where the work is being done) � l0.0 sr city Miami Shores Village_ County Miami -Dade zip Is Building Historically Designated YES NO Contractor's Company Name s C/2. 444991 .L. fJ jj:„ Phone # 3 Contractor's Address _ 172.6o Al e-J 2. y O C to y o- r city Mt. 04 State f L zip 3 31 G C! Qualifier ' State Certificate or Registration No. Certificate of Competency No. 4 L r, Z. r Architect/Engineer's Name (if app 'da e, r ' /� F E-: Phone # 0 7 , r $ Value of Work For dis Permit Square Footage Of Work: /J i Type of Work: ddi 'on (Alteration . ]New / ❑ Repair/Replace El Demolition Describe Work: /� ►�'° �l Z�C�eI r� ,�lJ L.0 f ` o � nt tJ wk 14 Submittal Fee $ PermitiFee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) /V Bonding Company's Ad es !4 City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Addr ss City State f� 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 post otice, the inspection will not be approved and a reinspection fee will be charged .sv � � Signature Signa e Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this day of by 0 ® 39I�A P�� ®p�C�_ day of 20by who is personally known to me or who has produce who ' personally known to me r who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY L NOTARY PUBLI Sign: Si Print: Print My Commission Expires: My Commission Expir s: - f � (p De .;.,�. �. ,�� r,��r�,��• *,�r *,�,rr��r* r• x•�•ti•� • ��• �� • * *,��,�� * *��•� *�r�� *,� FYI �O'l►�� PUB OFFICIAL SEAL AwL c .o.• Gammi5sian NUmbet APPLICATION APPROVED BY: o�aa� MyCaronissimEtft ler Engineer Chc 05/13/03 Zoning S u, Inspection Works Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL u =_� �hTES IfJ bO _ Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: ' IN:SP -6962 Permit Number: M20-18 Inspection Date: 07112/2007 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Rough Owner: WYSONG, BRENDA Work Classification: Addition /Alteration Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR /BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT FIORTS RCVD 8/26/03 JUL 1 8 lop Inspector Comments Passed MV Failed Correction Needed Re- Inspection Fee - ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, July 12, 2007 Page 1 of 2 °RED Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -56081 Permit Number: BP2003 -1390 Inspection Date: 07123/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRI INC Phone: 954 -340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR /BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 JUL 2 BROUGH REVISION 10/16/0 Inspector Comments Passed MV CREATED AS REINSPECTION FOR I NSP -6925. 1 st fl. 1) Seal all penetrations at exterior walls, inside the AC closet and chase walls. 2) Drafstop required to be installed at bottom and top of stair run. Failed a 3) Window missing in north wall. 2fl. 4) Seal all penetrations thru floor and top track into attic space. Correction Studs at wet areas in tub and shower are not at 16" oc. Needed 5) Windows are not impact resistant, required to have an approved shutter installed. 6) Balcony french door is not impact and cannot have shutters, that door requires to be impact resistant. 7) Seal top and bottom of AC chase wall next to bathroom. Inspection not completed. Re- Inspection 7/18/07 CG. Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, July 20, 2007 Page 1 of 2 c�ava�D l � Avg 31 D Yak �t131o° M 310 i . °`�s Inspection Worksheet Miami Shores Village — 10050 N.E. 2nd Avenue Miami Shores, FL re v" Phone: (305)795 -2204 Fax: (305)756 -8972 n N t Inspection Date: 07 /1812007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRIS INC Phone: 954 - 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR /BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed 1St fl. 1) Seal all penetrations at exterior walls, inside the AC closet and chase walls. 2) Drafstop required to be installed at bottom and top of stair run. ON - Failed 3) Window missing in north wall. 2f1. 4) Seal all penetrations thru floor and top track into attic space. Correction Studs at wet areas in tub and shower are not at 16" oc. 5) Windows are not impact resistant, required to have an approved Needed shutter installed. 6) Balcony french door is not impact and cannot have shutters, that door requires to be impact resistant. 7) Seal top and bottom of AC chase wall next to bathroom. Inspection not completed. Re- inspection 7/18/07 CG. Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, July 18, 2007 Page 2 of 2 r Aw Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL \ ? l Phone: (305)795 -2204 Fax: (305)756 -8972 • :. �^ ;. : i: i: ii: j: Y,. jvvjji:: i:: i:: i:: i:: i:::: isi:: isi:: ii:({: i:{: 5 :............... ii:: i:: i:: i::: �:: i:: i:: i:: i:: is :i::i::i::i::ii::ii::i::i::i:: i:�iii: ;:iii .'.i ::::. �::. ..•• .•.. �.i':. • .:.i: :•ii+i }iii:i• iii:• is •i:c:•i:•y:•i ^iii:.i'.i:i :::: :::::::::::.::::::::::::::::.::::::.::::::::: ::::::::::::::::::::::::::::::: i.... tit3Er,.. 1�� :. ........................:::::.::::::::::::.::::...................................::::::::::::::::.........:................................................... ............................... � t. u t# ter:: >:::: I : .. Inspection Date: 04/09/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Roof Sheathing Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRIS INC Phone: 954 - 340 -2603 Buildina Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS& LAUNDRY APR 1 0 2 007 PERMIT First RCVD 8 /26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed Fl Failed E] Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, April 6, 2007 Page 2 of 2 • r Inspection Worksheet t Miami Shores Village f' 10050 N.E. 2nd Avenue Miami Shores, FL �sxr.i Phone: (305)795 -2204 Fax: (305)756 -8972 ......................................::.:::::::::::::.................................................::::....................................................................... ......��i;,�.u�r....��........� ..... ................................................................................................................. ............................... . Inspection Date: 04/09/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Roof Trusses Owner: WYSONG, BRENDA Work Classification Addition Job Address: 345 100 Street NE Miami Shores Village, FL 33138 - Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRIS INC Phone: 954 - 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS& LAUNDRY tg� "iK 200 PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed ca0 014) 7 Failed E:I_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, April 6, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village C � r <ee ; aoae >m ;s r 10050 N.E. 2nd Avenue Miami Shores, FL tea'' Phone: (305)795 -2204 Fax: (305)756 -8972 ....t�c.0 rrE,:: ..::::::.:.:..:.....................................................................:::::::: ..........................:.... :::.- :::: >: ..:: :::...:. >:: >: ::.:...::::.::::::::::::::::.:::.............................................:.....::.:::::::::::::::::::::::::::::........................................................ ..... .............Pi,.c�tr..... ...� ... Inspection Date: 04/09/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Floor Trusses Owner: WYSONG, BRENDA Work Classification Addition Job Address: 345 100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRI INC Phone: 954 - 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS& LAUNDRY PERMIT First RCVD 8/26/03 APR 1 0 2007 BROUGH REVISION 10/16/06 Inspector Comments Passed '9/en 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, April 6, 2007 Page 1 of 2 f Inspection Worksheet Miami Shores Village J � 10050 N.E. 2nd Avenue Miami Shores, FIL L - -v _jJ I Phone: (305)795 -2204 Fax: (305)756 -8972 4:• Inspection Date: 03/26/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge. Inspection Type: Tie Beam Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRIS INC Phone: 954 - 340 -2603 Buildina De artment Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 MAR 2 7 2007 BROUGH REVISION 10/16/06 Inspector Comments Passed p c,.. ® 7 Failed El Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, March 23, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village j 10050 N.E. 2nd Avenue Miami Shores, FIL ¢;* Phone: (305)795 -2204 Fax: (305)756 -8972 d .... .............................................................:........:.......::... .............................:. :.:: <::: >::.:::.:.:..::::::...:> Inspection Date: 03/26/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Columns Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 100 Street NE Miami Shores Village, FL. 33138 - Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRIS INC Phone: 954 - 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. MAR 2 7 2007 LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS& LAUNDRY PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed 03/7,6/07 Failed E] Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, March 23, 2007 Page 2 of 2 A- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/12/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Slab Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRI INC Phone: 954 -340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR /BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY MAR 1 2 2007 PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed I .-- o-�4--�s Failed /G Correction C--- Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, March 9, 2007 Page 1 of 2 TE/ /� lVIN/Ure CONTRACTOR'S NOTICE OF TERMITE PRE-TREATMENT Terminix intends to perform a soil pre-treatment at: On (date): ' :L j At (time): Product to be Applied.* Prelude (EC) - Permethrin at 0.5% Premise 0.5 (SC) — lmidacloprid at 0.05% Premise 75 (SP) — imidacloprid at 0. Termidor 80 (WG) — Fipronfl at 0.06% (Product Name) (Active Ingredient) N It Is the contractor a, esponsibility to.-notify construction workers and other individuals to leave - Ah, etr a atrhentarea. during application and to remain off the treated area until the termiticide Is absorbed into the soil. , Signature of Contractor Const uctior�Superintendent, or similar responsible party: 7o D ate: Techniciam- 0 2002 Terminix Intemational do. LP. White Copy - Branch Key 31226 Rev. 7/02 R/P # W02 esponsbe Party Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To BRENDA WYSONG Invoice Number: RC-3 -07 -27817 345 NE 100 ST Invoice Date: March 12, 2007 MIAMI SHORES, FL 33138 -2420 Permit Number: BP2003 -1390 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 ::::::::::.::: :::::..:..:.:::..::s::::: ..::fir::::. ::._:.:.. Date Fee Name Fee Type Fee Amount 03/12/2007 Scanning Fee Calculated $6.00 03/12/2007 Revision Fee Calculated $35.00 Total Fees Due: $41.00 na Monday, March 12, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL . . . . . . Phone: (305)795 -2204 Fax: (305)756-8972 Inspection Date: 03/05/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Trusses Plan Submittal Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 34510O Street NE Miami Shores Village, FL 33138 - Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRISES INC Phone: 954-340-2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS& LAUNDRY PERMIT First RCVD8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed 44 1 1 A Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, March 5, 2007 Page 1 of 2 Inspection Worksheet xce Miami Shores Village � i fcs��t"?y i, 10050 N.E. 2nd Avenue Miami Shores, FL s Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/2812007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Wire Lathe Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRIS INC Phone: 954 - 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS& LAUNDRY �� s PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, June 27, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village :Qy 10050 N.E. 2nd Avenue Miami Shores, FL ` Phone: (305)795 -2204 Fax: (305)756 -8972 . >lli' Inspection Date: 08/07/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Drywall Screw Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRI INC Phone: 954 - 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT AVG ® CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed P %` "-F_ 12 > Failed E:I Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Monday, August 6, 2007 Page 1 of 2 � Inspection Worksheet ,«m Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/30/2007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Insulation Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRIS INC Phone: 954- 340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS& LAUNDRY PERMIT First RCVD 8/26/03 JUL a a 2001 BROUGH REVISION 10/16/06 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, July 27, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 . . . . . . . . . . M10 Inspection Date: 0112212007 Permit Type: Residential Construction Inspector: Grande, Claudio Inspection Type: Footing Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345 100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRISES INC Phone: 964-340-2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR/BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 JAN 2 3 2001 BROUGH REVISION 10/16/06 p e %W L-� Inspector Comments Passed � ,/�' �� !� Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Thursday, January 18, 2007 Page 1 of 1 Inspection Worksheet r nn um Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 p rnl� 1 Inspection Date: 02/05/2007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Tie Beam Bond Beam Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Project: <NONE> Parcel Number 1132060135370 Block: Lot: Contractor: ARROW COMMUNICATION ENTERPRI INC Phone: 954 -340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR /BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed Irk p 2 6 47 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, February 2, 2007 Page 1 of 1 Inspection Worksheet son Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 p M2 Inspection Date: 02/0512007 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Columns Owner: WYSONG, BRENDA Work Classification: Addition Job Address: 345100 Street NE Miami Shores Village, FL 33138- Phone Number Parcel Number 1132060135370 Project: <NONE> Block: Lot: Contractor. ARROW COMMUNICATION ENTERPRI INC Phone: 954-340 -2603 Building Department Comments DEMO OF EXISTING ARE CBS TO A 2 STORY ADDITION WITH NEW DINNING, KITCHEN ON GR. LEVEL & MASTER BR /BA ON 2 LEVEL, EXISTING KIT CONVERTS TO STAIRS & LAUNDRY FEB ® 6 2001 PERMIT First RCVD 8/26/03 BROUGH REVISION 10/16/06 Inspector Comments Passed I-x 0 Z /10 S"' o �7 Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, February 2, 2007 Page 1 of 1 Miami Shores Village - Building Department - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILD FMAa E � ING Permit No. PERMIT APPLICATION 0 2007 Master Permit No. FBC 2004 - - -- Permit Type (circle): uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder er"[ y � # Owner's Address 7 jQ'J NlE /0 C3 —� City M I Q,M .!` n rC.,t Ss Zip 1 4 1 213 Tenant/Lessee Name /�O��4�0� Phone # 4 0,- &g f OR Job Address (where the work is being done) ) City Miami Shores Village County Miami -Dade Zip j FOLIO / PARCEL # 2.06 " 0 1 3-6 - 97 0 1 1 06 U 13 67 7 0 Is Building Historically Designated % O a d ' NO _ & e • 4 e&,* G Contractor's Company Name Ar "'1% co. Phone # Contractor's Address O q N 3f 5 ' U! A 2 City �OM L.. SPR / CT S State �L Zip J 3 Qualifier Nam e`/ Cq � T� {�Z► Phone # 7 -9 24 G " 1¢ /7 State Certificate or Registration No. ^Q 12S C Certificate of Competency N- v f 00C RX<,w2v Architect/Engineer's Name _(if applicabh 17?A L t A1A14M 2 Ph &ff #4A1 P� c - -242, Value of Work For this. Perm it 4e- 5 )quare / Linear Footage Of Work; _9 Type of Work: ddition ❑Alteration ❑New El Repair/Replace E] ' Demolition Describe Work: �LoeOR - TLbO Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ll Structural Review. $ Total Fee Now Due $ 1 . See Reverse side Bonding Company's Name (if applicable) ited F� Bonding Company's Address City State Zip r Mortgage Lender's Name (if applicable) 0 A�iK Mortgage Lender's Address. City State Zip ru Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.ndwork 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 11WROVEMENTS 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 o The foregoing instrument was acknowledged before me thi The for oing-ins a as ac dged before me this�� day o 20 by r v' ' �/�►Sa'�1 day o Q ZO41, who is personally known tome or wke has pmdwed who is personally known to me 'dentates ie%an who did take an oath. • and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Si v Print: r P0 ® M DEL SOL Prin . M Commission Exp MY COMMISSION #-DD530810 0 P R® LINDA M ,DEL SOL Y P g� , EXPIRES: Mae.zl,zmu My Commission ®pgb @ MYCOMMF_31 �r�euvr�rt�r�AelBS��,ti• a1:6� I (407) 3SB-01 53 Flc�d.ha9W APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02108 /06) 5 ii S 1 Y� l 1 # i f .: . . _ ,. _ �■ 1 -4 . j• - K ' II A Ili q -f �x p SIN I I � t 4{ {1f1�tr R4 u v t4 h44 It 'kf �,'�,r r� . a � ,r N.S �k,,� , ti` s [ G a } �� { d b �� Y 6;r.,. ''� �tWti^�w�'3 'g• ., nl , #t.'�"i5; l , Ewa ri *� I . thhc 1 3.5 r 'f U { 4. rI 'L�tiE� {rfy r 3� PfiCt�±I � i�, w � } x � � -r'� 1 � • - 4 r�}. y fi � r�� I i>a �R { Mw I '� f�71 ri �� A i� ' 7 � � � �� 1� zn - ��,t� d�° s tr, 6 gt�s 1 ?I �b h� "bl y . ;� " � �t�J� r � � #, I� #f�, idn r• yn�y #I 7Crr 1� 1 a1 r�� Xttr r✓�. i '�� n w. � � t �i ' I � �r# * 3 ..6�,'},+ � ✓• E� ' i -r � I `� ' ::i: ♦;� r' . -♦ te �, M fH�� t'!I ;,,f� �,r�}r f .*' t t'ia .7C,� f I'� �r'�x 7 r• � �.j1 ''hw kt �. r t f r L 19 t f� #� t�� MO V' 4 i 'y��,��r tile# ♦, . _ :.:X �'1� } � t �+r�„�,�1,� �; � x� *�d +�� } h�.t��F";��p� sti 1 03/12/2007 11:58 3052661778 TASNIM UD PAGE 01 TASK LABORATORIES, INC. 14241$W 140 MMK NMI, Fb Wa 33168 (305) 235-5355 F;n (MS) 286 -1778 Field Aensifty Test of Compacted Soils ASfM Method: 0 -,2922 1 Cii ®nt Ms. Brends wpong fir# T2007--03 Address 345 NE 100th Street, Northshore Village, Florida Date 3/9/2007 Project Addition to single %mliy residence for Brenda Wyeong Gauge a Address at 346 NE 100th Street, Northshore Village, Florida Test LIFT a Locations 7 F Com Cted slab on grade at SE Corner of dinning area of additional room 8 F Comps d slab on grade at NW comer of dinning area of additional room 9 F Compacted slab on grade at SW comer of dlnnl! area of additional room 10 F 1COMplict8d slab on Qr at SW comer of kitchen area of additional room 1 1 F Com clad slab on grade at NE comer of kitchen area of additional room Ofteripoon of material Dark brown fine sand with sift BackMI I j Base Subbase Embankment Subgrade Grade X Building Pad Laboratory Identification Number T2007 -03 T2007 -03 T2007 -03 T2007,03 T2007 -03 Test Number 7 8 9 10 11 Depo In' Inch" B 8 8 8 8 Field Dens . Lb / Cu.Ft (Wet Bash 11tf.tf 118.7 117.8 118.8 110.4 Field Dens . Lb J Cu.Ft Dry Buis 109.1 106.3 1 108.6 108A 108.8 MO�ture COlflents 8.7 7.8 8.3 7.6 8.9 (Maximum Dens In the Field 96.3 95.6 95.9 95.7 96.1 Compaction Reyuhement by aped % Of maximum dens 95% 95% 95% 95% 95% 100% ma ximurn Density lab 113 3 113.3 113.3 113.3 113.3 Proctor T 18'0 AASHTO Method C 2/1632 2 / 163a 2/1632 2 / 1632 2/1632 Com r-ftn Teat Result PASS PASS I PASS _ PASS PASS Imu isture 11.3 Remarks O.K. TepWd By . JA. Checked By M.J.A. Respectf41iy3ubrnt tad, AtS11a>d 1/ . Should arty tu�oii txndttions in t►re property (arm) testatl f�rtd dNFer+ent frvrt+ Mat er+counte►ed en �!e t�tAA • . tan twr Densl Test TA3t(LItt30RATORitBti. IPIC. to pat �r+enslblo. . 1►a mutual pretactlon to diente. tha pubtfc and twrst3lves, alt �e aubmitt� as the crorrftdential pnoPe►b.0,ry�isG� aatttor pubAt atbns of titBterntmt8 or ardrecx tFwn �g9rding ie teapv®d pending our written apanwal. ..,. - SOUL 8 MATERIAL TEsnNQ GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS l R YN A l iarni S hores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 1/20/2006 Expires: 08/22/2006 Permit Number: BP2003 - 1390 Owner's Name: BRENDA WYSONG one: Permit Type: Residential Construction Parcel #: 1132060135370 Work Classification: Addition Block: Lot: Job Address: 345 100 Street NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 1044 ARROW COMMUNICATION ENTERI 954 -340 -2603 Yes Total Valuation: $ 62,600.00 Re uired Inspections Additional Information Footing Type of Construction: 2 STORY Occupancy: Single Family Stem Wall Footer Density Stories: 2 Exterior: NO Termite Letter Front Setback: NA Rear Setback: NA Stab Left Setback: NA Right Setback: NA Fill Cells Columns Bedrooms: 1 Bathrooms: 1 Second Floor Slab Plans Submitted: Yes Certificate Status: Spot Survey Certificate Date: 1/20/2006 Additional Info: Tie Beam Bond Beam Bond Return: Classification: Residential Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal In consideration of the issuance to me of this permit, I agree to perform the work Floor Trusses covered hereunder in compliance with all ordinances and regulations pertaining Roof Trusses thereto and in strict conformity with the plans, drawings, statements or specifications Roof Sheathing submitted to the proper authorities of Miami Shores Village. In accepting this permit I Wall Sheathing assume responsibility for all work done by either myself, my agent, servants, or Window and Door Buck employes. I understand that separate permits are required for ELECTRICAL, Wire Lathe PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING Window Door Attachment POOL work. Framing OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that Insulation all work will be done in compliance with all applicable laws regulating construction Drywall Screw and zoning. Futhermore, I authorize the above -named contractor to do the work Final PE Certification stated. Shutter Attachment Shutter Final Fees Due Amount Invoice Number Amt Due Amt Paid Bond Type - Contractors Bond $300.00 RC -1 -06 -23549 $2,935.47 CCF $37.56 Total: Certificate of Occupancy Fee $150.00 pppp�� ,1f�� ®p DBPR Surcharge $5.22 tl8 Education Surcharge $12.52 Permit Fee - Additions /Alterations $1,878.00 Plan Review Fee (Engineer) $50.00 Plan Review Fee (Engineer) $60.00 Radon Surcharge $5.22 Revision Fee $300.00 Scanning Fee $90.00 Technology Fee $46.95 Total: $2,935.47 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. LARGE MISSILE IMPACT WINDOWS NOTES: 53 1/8" MAX. WINDOW WIDTH 1.) GLAZING OPTIONS: A. 5/16" -(.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. ID B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C GLASS, 3 /8 " SPACE AND GLA 5 /16 CO N SIST I NG NAT LAMINATED (.090 S TRE N GTHEN ED INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8 AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. O 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES 76" 8" MAX. ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) MAX. AT MTG. COMPARA T iVE ANALYSIS TABLE: WINDOW RAIL GLASS A. 5/16" LAMINATED (1/8 "A,.090,1 /8 "A) FTL-188c, 0 HEIGHT TYPE: B. 5/16" LAMINATED (1 /8 "HS,.090,1 /8 "HS) FTL -188 7 C. 13/16" I.G., 118 "HS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -373 VENT SIZE: 50 1 /2 x 38 1 /4 D. 13/16" I.G., 118 "HS, 3/8" SPACE, 5/16 LAMI (1 /8 "HS,.090,1 /8 "HS) FTL -373 WINDOW WINDOW HEIGHT WIDTH _ 38.375 50.625 63.000 76.000 A 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 rRomrT REv o ga x 26.500 lr,D 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 01 C 66.7 -80.0 66.7 -80.0 1 66.7 - 80.0 66.7 -80.0 p� A 66.7 -80.0 66.7 -80.0 66.7 -69.6 57.2 -57.2 13 1/8- 37.000 [ L 66.7 -80.0 66.7 -80.0 66.7 - 80.0 66.7 -80.0 MAX. O.C. C 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -76.1 4 66.7 -80.0 63.4 -63.4 47.9 -47.9 48.3 -48.3 53.125 IC 3, p 66.7 -80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 Ir 1 66.7 -80.0 1 63.4 -63.4 58.7 1 -58.7 54.5 -54.5 5 3/4" 13 .. � 6" MAX. MAX. ® e: Revisions. MAX. CENTER F.1 6/3/03 D -ADD GLASS TYPE & TABU TYP. HEAD &SILL Fi 03%26/03 C ADD 13116 I.G. ELEVATI Rev K. Date 11 01 R TO, TABLE, EXTR. ov y: Do te: p evifl onw NOTES CONTINUED D.B. 81 18198 By. Dote: 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) INDUSTRIES De script ion : 2 9 98 MAX, SPACING AT HEAD &SILL: 13.000 �>� a� ELEVATION & NOTES MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: OTHERWISE: 3.125 1070 TECHNOLOGY DRIVE Tit MAX. SPACING AT JAMBS A LUMINUM SINGLE HUNG WINDOW ISE: 1 NOKOMIS, FL 34275 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED Robert L.C,ark,P.F. Serial /Model: Scale: Sheet Drawing No. Rev: 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 P E 939712 NOKOMIS, FL 1 34274 ar S�� „�, sH- X01 NTS 7 5 4040 D ITEM DESCRIPTION V. T. # a QTY. / LOCATION VENDOR VENDOR # O 1 FLANGED FRAME HEAD Alum. 6063 —T5 612225 1 ALUMAX AF -12225 2 FLANGED 'FRAME SILL Alum. 6063 —T5 612226 1 ALUMAX AF -12226 1/2" NOM 3 FLANGED FRAME JAMB _ (Alum-6063—T54 612227 2 ALUMAX AF -12227 GLASS BITE 4 FIXED MEETING RAIL Alum. 6063HS —T54 4054A 1 INDALEX 64-054A 5 SASH TOP RAIL Alum, 6063HS —T54 4006C 1 INDALEX 64006 6 SASH BOTTOM RAIL Alum. 6063 —T5 612230 1 ALUMAX AF - 12230 7 SASH SIDE RAIL Alum. 6063 —T5 612231 2 ALUMAX AF -12231 8 GLAZING BEAD Alum. 6063 —T5 6534571 8 ALUMAX AF- 534571 ® 9 WEATHERSTRIP — VINYL BULB BTP247K 8 1 per Glazin Bead TEAM PLASTICS TP -247 8 10 SIUCON 62899C _U 5W CORNING 899 11 5 16 .350 W SAFLEX BY SOLUTIA INTERLAYER 2 H.P.G. 12 16 .3 0 W/DUPONT INTERLAYER 2 H.P.G. 13 #6 x .750 PHIL. PN, HD. 7658PFAA 2 to attach Balances to Jambs AQUA FASTENERS 14 SWEEP LATCH 1 11.5 from end of vent top rail MINIATURE DIE CASTING PGT.214.XX g 5Z 16" LAMINATED 15 2 if width 8 x .625 PHIL FLT. HD. 7858WW 2 Sweep Latch ch Screws) MERCHANT TENER 4 when usinq 2 Sweep Latches GLAZING DETAILS 16 WINDLOAD ADAPTER Alum. 6063 —T5 612236 2 0 frame lambs, 30 from bot. ALUMAX AF -12236 17 #8 x .375 PHIL. P.H. TEK 78X38PPT 4 Windlood Adapter Screws MERCHANTS F ER 18 WEATHERSTRIP — VINYL BULB SASH 6TP249K 1 at Vent Bottom Rail TEAM PLASTICS TP -249 19 SASH TOP GUIDE 2 1 oer each balance I MASTER TOOL 1/8 ANNEALED OR 20 SCREEN 1 VINYL TECH. PGT MEAT STRENTHENED , , 2 21 BALANCE COVER 2 1 Der each balon WYBO R 9 5TAVE GLASS 22 BALANCE 2 1 ® each frame amb CALDWELL 23 WSTP .270 x .170 BACK FIN SEAL 1235 3 ® vent iambs & vent top rail SCHLEGEL OR EQUN. 67S1 090 INTERLAYER 24 SASH FACE GUIDE 71087 2 1 vent iamb. 2.5 from bot. VINYL CH. PGT 8" ANNEALED OR 25 6 _x500 PHIL. FLT. HD. 6X1 FPAW sash face guide screws SCHERER IND. PROD. 1 SAFLEX BY SOLUTIA OR 1/8" SASH STOP Alum. 6063 —T5 612244 2 ® top of each frame iamb) ALUMAX AF -12244 DUPONT PVB HEAT STRENGTHENED 27 #8 x 1.000 PHIL. P.H. SMS 78X1PPA 4 Frame & Vent Ass . screws MERCHANTS FASTENER GLASS 28 SEAM SEALER 6SM55W SCHNEE MOREHEAD SM5504 29 WINDLOAD ADAPTER PLASTIC 61207 2 ®frame iambs, 30 from bat. PROTOTYPE WC996 -1207 30 GLAZING BEAD (13/16" I. 6063 —T5 4067 18 INDALEX 64067 31 13/16' LAMI I.G. GLASS (1/8 HS & 5/16 LAMI W1 3/8 AIR SPACE PGT H S GLAS 90 SOLUTIA 0 DUPONT PVS INNER LAYER O 32 STP .187 x 30 BACK FIN SEAL 1060 11 0 MEETING RAIL SCHLEGEL OR EQUN. 61060G 33 EGRESS LATCH OPTIONAL 64009 2 64009 9 O 34 SPRING SILL LATCH (OPTIONAL2 2 1 7SPRNG 35 BALANCE ULTRA —LIFT SASH S > 40# 4029 -1 2 CALDWELL 36 13/16" LAMI I.G. GLASS (1/8 HS & 5/16" LAMI W1 3/8" AIR SPACE PGT 5ZI6 LAMI (1) LITE OF 1/8 A GLASS & (1) LITE OF HS GLASS W/ .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/2" NOM. GLASS BITE rteouvcr RxvtSE® wmse> DOI N� .Ol A o Q 6 13/16 LAMI I.G. U10:31 12 F1 66d cafto GLAZING DETAILS eve e: evi one: 1/8" HEAT F 613103 D —ADD GLASS TYPE ITEM J6 evs e: a b ons: STRENGTHENED F 03126103 C —ADD 130 -135 GLASS Rayed ey Date: Revisions: 3/8" AIR SPACE F.K. 10/11/01 TB, TABLE, EXTR. R aved s Rer,srons: 1 /8" HEAT STRENGTHENED GLASS D. 8/18f98 .090 SOLUTIA OR DUPONT PVB INNER LAYER Drawn B. 2 9 98 Date: ,� INDUSTRIES D.B. — 1/8 " ANNEALED OR HEAT STRENGTHENED GLASS Description: 5/16" LAMINATED G 11 1,3 PARTS LIST & GLAZING OPTIONS 13/16" NOM. 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 ALUMINUM SINGLE HUNG WINDOW Robert L. Claris, P.E. P.O. BOX 1529 Series /Model: Scale: Sheet: Crowing No. Rev: REFERENCE TEST REPORTS: FTC -1889 & FTL -3739 PE #39712 NOKOMIS FL 34274 s H - 7o1 IV TS 2 of 5 4040 D Structural - 2.784 ROUGH 53.125 MAX. WIDTH ro OPENING 49 .625 DAYLIGHT OPENING - - 500 1.123 3 7 3 •737 � EXTERIOR ® 2 5 9 1 A INACTIVE R OUG H NG P G T 2.710 - --- - -_ -_ __ --- -_ ROUGH t r t2 6 34.500 OPENING air s DAYLIGHT s OPENING 16 13 i t r INTERIOR r4 1s 4 5 is — 48.250 DAYLIGHT OPENING 08 4 5 HORIZONTAL SECTION 76.000 2 MAX. HEIGHT m 11m � tsopucr ttwls� r 1 12Qp 34.500'`' 31 s DAYLIGHT 14~01 ACTIV OPENING e 6 ti 4 OPTIONAL ova e: s F. 6/3/03 D-ADD GLASS TYPE ITEM 36 eve e: a ons: ° 2 .330 VERTICAL SECTION F . 03126103'C—ADD 130 -05 Roved ey Date: Revisions: F.K. 10 11 /01 TB, TABLE, EXTR. eVe : V : R@Vielan9: 8198 .655 2 flay wn y: Dote: INTERIOR INDUSTRIES 0-6• 21 9 . 1 98 EXTER 10 R 1 s Description SECTIONS OPENING 2'784 C� , " Ttle: ' ° NO . I TECH 275 ALUMINUM SINGLE HUNG WINDOW Robert L. Clerk, P.E. P.O. BOX 1529 Series /Model: Scale: Shest. Droning No. Rev: REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 stn,#c39712 N OKOMIS, FL 34274 SH -701 NTS 3 of 5 4040 D 1.523 -m-{ 1.023 .062 1187 �--- 2.330 .062 2.784 2.710 .062 � 2.029 062 655 1.403 .737 l 705 �- 2.784 1.123 L_ O ALUM. 6063 -T5 ALUM. 6063 -T5 3 ALUM. 6063 --T5 ALUM. 6063HS -T54 0 PRODUCT REVM 2.274 2.325 ��wiat�/�rii Arapone� 0��05 .O� -y-I �+ - .062 1.165 1.057 193 -F- . � mbovalb rJE 1.707 1.969 � .062 .062 1.348 .678 .683 1.187 F •� - 11 .050 .413 -i- � ---- 1.097 �-- -#-I 1.350 �-- 1 O ALUM. 6063HS -T54 © ALUM. 6063 -T5 ALUM. 6063 -T5 8 ALUM. 6063 -T5 Q ALUM. 6063 -T5 0 0 R and a s: - m ns: F. 613103 D -NO CHG THIS SHT sva e: evil ons: 1.451 1.019 F. 03/26103 C -ADD 130,33 CHG 14,5 Raved B : Date: Revisions: F.l 10/ O1 TB, TABLE, EXTR. 490 eva e• Revisions: 062 .791 Dro �. /18/98 ' INDUSTRIES Description: D.B. . 219198 ALUM. 6063 -T5 � ALUM. 6063 -T5 N 1 EXTRU SOS Tit le: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 ALUMINUM SINGLE HUNG WINDOW REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 Robert L. Clark, P.E. P.O. BOX 1529 Sedes/kodel: Scale: Sheet: Draw/ny No. Rev PE re12 NOKOMIS FL 34274 SH -701 NTS 4 a� 5 4040 D ._ � � s;.. - :g i ,.z sue_ -'- - !s`�r°`- �n `: FF: -`. •�. _- - , . - - -- '�.., _ fir- _ _ _ -- e r 1.250 - y 1.250 2 x WOOD BUCK V v V. d d 'v 1 x WOOD ° 1.250 2 D BUCK , °• BUCK 114" TAPCON ` • 4: X12 PANHEAD � a • 1 1 50 .250 —' .250 —' . ' • A : MAX. MAX. 114" TAPCON 112 PANHEAD 250 lNAX 1 x WOOD 250 BUCK MAX. TYP. HEAD TYP. HEAD TYP. JAMB TYP. JAMB 114" TAPCON #12 PANHEAD rRouucr lleapwa 1 f 250 .250 X MAX. MA a -T oaM.. q 1.500 A 1.500 F. 613103 D —NO CHG THIS SHT A f 2 x WOOD F 03/26/03 C —NO CHG THIS SHT. BUCK vad 8 s Revteione: a m :.. ; ; F.1 f0 %f f /01 TB, TABLE, EXTR. TYP. SILL a ... R o ved .. %18/98 ' � ro D.B. 21919-9 /� /�� Deoertption: TYP. SILL ANCHORAGE l' 4� TWO: 10 N0 OMIS, FL 34275 ALUMINUM. SINGLE HUNG WINDOW Robert L Clark, P.E. P.O. BOX 1529 SerfoslModel: sa o. Sheet. Growing Ito. Rev: REFERENCE TEST REPORTS: FTL --1889 & FTL -3739 PE #39712 NOKOMIS, FL 34274 of , ral SH -70 NTS 5 5 4040 D L IMA 11 f IED M I A M 1.[)A[)E 04 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE.( " ^ 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION -4 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 11 SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 a iti hest of the Building Official. This NOA revises NOA # 02 -0702. Sig 'age 1 as well as approval document mentioned above. The submitted documentation was re T d erman, P.E. s NOA No 03- 0514.01 Expiration Date: November 01, 2006 3 Approval Date: November 06, 2003 0 &w Page 1 �r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03036, dated 3/14/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01- 0629.08 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1889, dated January 14, 1998, signed and sealed by Gilbert Diamond, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1852, dated December 29, 1997, signed and sealed by Gilbert Diamond, P.E. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations, ASTM - 131300 -98, and structural analysis, dated 5/9/03, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia for "Saflex HP ", dated 5/22/03, expiring on 12/11/05. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07/16/02 and expiring on 11/1/06. 2. Letter from the consultant stating that the product is incompliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03 -0514.01 Expiration Date: November 01, 2006 Approval Dater November 06, 2003 E -2 3 1 3/ 2 00;:. 0.1 pl, chy'jstdne Veitengy'Ube)" GIP 11) d US M 1p. R4 IDPtX ADAM I J)MM ('01JIN F)-()JUDJ 001011 mj�'j 1(( 13011 AXI'A i 13ul"il4c CODE commuNc✓ orwicr (IK"CO) 340 WES"ITI GUM SITU 366: 1 PRODW-7 CON TROL W ViSJON mjt,}Vn FT'010)/� 331 56 NOTICE OF ACCEPTANCE (NOA) PGJAndostries V-0. Dox 3 Nokomis, FL 34274 SCOPE: This NOA is being issued "der the applicable rules and regulations governing flit use 04 , Construction mawflah. The &'.urnentation submitted has been reviewed by Mianii-Dade County Product C Divisioin and accclAed by the Board of Rules and Appeals (BORA) to be used in Miami Dade C and other areas where allowed by the Authority Having I urisdid on (Alit). This NDA shall not be valid after the expiration date stated below. The Miami -Dade Cowity Noduct COnt3ro.) Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade County) renstrve thf right tf:- I ria fails to perform in have this product or material tested for quality assurance purposes, If this Product, or Tnale, 1 - the accepted manner, the manufacturer will incur the expense of sucb t and the AEJ ma j; immediate)-. revoke, rnodifj7, or suspend the use of such pro or material w ithi n th jurisdiction. RORA resc•rves the right to revoke this acceptance, if it is deterrained by Mi i_D C oun t y P Control Division that this prod-act or material fails to meet the requirements of the applicable building code. This product is approved as descnibed herein, and has been designed to comply with the High 1?el0ciTY Hurricane Zone of the Florid Building Code, DESCRIPTION: Series FD-101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL ]DOCUMENT• Drawing No. 972, titled "Aluminum French Door w/ Sidelitcs", s1ledr- I thm4gh 8 of 8, prepared by manufacturer, dated 7-12-99 an d last revised on 01 -17 -03, signed and s ealed Robert L. Clark, P.E_, bearing the Miami -Dade County Product C R enewa l stamp with the Naticc o f A number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING- Large and Small Missile Impact LABELING: F=b unit shall bear a permanent label with the manufacturer' name Or Ic city, stale and following statement: "Miami-Dade Count Product Control Approved", unless otherwise :h trei : n . RENEWAL of this NOA shall be considered after a renewal application has been filed and thcre has been no change in the apPlicabl e 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 rm'isian Or change in the materials, use, and/or man o f th p or p ro=s . Misuse of this NOA as an endorsement of any product', for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to C*mp JY with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: T1,r NOA number preceded by the words Miann -Dade Count), Florida, and followed by the expiration date may be displayed in advertising literature. If any portion o f the NOA is &;plaYvA, then it sha be done in its entirety, INSPECTION. A copy of this =ire NOA shall he provided to the user by the manu adu T er or its dist-ribulars and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02-0702.01 and consist of this page 1 as well as approval doc ument mentioned above. The submitted documentation was reviewed by IshRq 1. Chand?-5' P.E. N OA No 02-0i7.13 Expiration Date- FtbntalY T-3,200 Approval Date: Febmal'Y 3,3,29D3 V7 Y PRV, I C Y 009 3 MAX 13 1d101h o)yo lami mar. M I A M I DAt]E M1A.MI DADE COUNTY, FLORIDA WTRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1503 PRODUCT CONTROL DIMION NAM, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) P+GT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series FD -101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door w/ Sidelites ", sheets 1 through 4 of 4, prepared by manufacturer, dated 7 -12 -99 and last revised on 08- 20-01, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0417.06 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 02 -0702.01 o t Expiration Date. February li, 2003 Approval Date: July 25, 2002 wv Page 1 MIAMI DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE' METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 PGT Industries CONTRACTOR LICENSING SECTION 1070 Technology Drive (305) 375 -2527 FAX (305) 375 -2558 Nokomis ,FL 34275 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of. Series FD -101 Outswing Aluminum French Door w /Sidelites Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of . Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein.. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant far quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0417.06 EXPIRES: 02/11/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONEMMEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, )Florida under the conditions set forth above, Francisco J. Quintana, R.A. Director Miami Dade County APPROVED: 09/13/2001 Building Code Compliance Office \ 1sO450WI\pc2000\ \templateslnodce accepmme cover pagedot Internet mail address: postmaster @buildingcodeonlinecom Homepage: http-//www.buildingeodeonfinecOm Vinyl Tech/Progressive Glass Technoloay. ACCEPTANCE No.: 01- 0417.06 APPROVED : September 13, 2001 EXPIRES February 11, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and replaces the Nonce of Acceptance No. 99- 0716,01, which was issued on February 11, 2000. It approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series FD -101 Outswing Aluminum French Doors w / wo Sidelites- Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 972, titled 'Trench Door w/ Sidelites" Sheets 1 through 4 of 4, prepared by manufacturer, dated dated 07- 12 -99, 11 -17 -00 and last revised on 08- 20 -01, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3,1 This approval applies to single unit application of pair of doors and single door with or without sidelites, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors w /sidelites and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miarni -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6,1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Is k- k .1- , k.A- ishaq I. Chanda, P.E. Product Control Examinf Product Control Division 2 Vinyl Tech /Progressive Glass Technology ACCEPTANCE No.: 01- 0417.06 APPROVED September 13, 2001 EXPIRES : February 11, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved', or as specifically stated in the specific conditions of this Acceptance, I Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provide( to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. _10vt -1 A -L. 0-'AgA ishaq 1. Chanda, P.E. Product Control Examin+ Product Control Division END OF THIS ACCEPTANCE 3 b) c oxxo O,h 0 r 1) 71.750 NAX. Dt_xw kv4x. 3B.12t MkYL --- 36.125 WAY.. — —� 36.125 Wxl pp 38.125 VAX. 33 318 W.X. A 25' MAX 25" Wx 33 3/8 NAY_ 33 3/8 Wx 25' MAY,. � 33 3/8 MkY.. A r- DAYt_ GHIT DAYL - 04T akyLjG6gT - DJ:YUGHT — � -- DAYUO T — — iDAYUDIIT -- GAmal - 1 ING fv OPENING OPEN 0PEhMW OPLk�Y + OPENING OPENING OPENNG .90 J \ . 13.250 6 -IIDfl - 80 �; ACTIVE JJ *-� INACTIVE e �� CC J \ MAX - J J �� 21 .000 NO... �, 21 ADD MAX 55 1 �/ J J 85 1/8 ,\ MAX. MAX YLJGW TYP. J f)P911NG / TAP, }{ 96 2 POINT 2 POINT F LOCK > 1? iAAX J i7PTIDH , OPIIDN L } � � J O �1 /J 47375 J f LO HMcz LAC. YPIfi N ti J TAL m W \ J 21.000 JJ 21 AAA MXX. }~ 1.3.250 X 1c WC, fiSOD -- L 1— 1 1( 1.3.50 i ! l, 1 1 1, +- MAX r MAX. .+ 000 � 8.5D0 4.{300 �� 1 4A00 4 pp�y 4.000 '000 f 4.OD0 j 4 fl00 4100 al #.000 JN \ i_t709 3 4�OD (>iORS ARE TYP IN AD do S t 4_000 4mm F #.t30Q 43100 4.000 Four I Tapoom or 5 J14 So-own Roq'd F1;QX TRL EWILD � ul this Location. 7 c4 8aticrm• ss eoo�•i.M „+Y! rYt fi�f� URGE MISSIi ' - i'>dE t3OOR's " C'PZ 11ra1 - •�� i.) CLAZING OP?70 S: (SEE SNEU 3 FOR iGLAZWG DETAJL.S) + 8r Rav3stcv,s E><v4selw p C F.K i i {J3 D —ADC 0.0. IlfA�t.S + rt�?rniy 1 _ Jin? (3 f.R'S t A Y3 m�zrun t4/t R f?F3T [?v, _MC- xF�w n2n 2 mini t Awp r /c rt vcs N F-n L.tA;ID j3J 0' YtA f°.EisiG37tEA+E2$ .USG mgt iA:�lZ, i /s `3=A1 ::sr..� r 19 sss1 2 .fitiL tJ,J3S, >�.!{�. `� S >?� �->� i' /� � � �� 'C1Friios �, OP7ON 3 7/76 L4i.Y1`tib�M (3146 ZT S7nc7r'1^TF:f� ED, .090 AV4.� LAYER 3 116' �4rYr�ALM � � "'i!!�`®�" rs srr u _ "d ra.sa.rarc� •1 i{� TAB u ! / — • JI �+�_'' '111 �� I CV ICJ i�M-0 D !'1tr 1[T=,o O / . v iii s Y :J v+r.... • t � •.�.i y- i x �i.w�� .WV N.e• Jii•Y'.v f ieLPSi vr � , ! i aw v Y LS i {T'r .1rrrr f jj 12-) D£'7J = P!?MURE RATING. (SEE U. S SHa7 2) � /� . � 1�� !iJ I � � � � � r 7/n /nn 3 ; J.� J`STTLJ7C.11iJ. 00tJrS - - - -- — _ 'x AX. t7rM i ✓: v: "S: rS. a'uj'i ('rfE'tii >�L S`L e � �� I � � ar7vvai a s►i7G7 1 � { � MAX- FROU coRNeRs: 6_000 (aaWBs) ` 7. 1 1 I 1 1 E A TION 0)0X0 & 0'X0 I I IFFY \Y1►�.D1if: TITrm ilr7 J[_. Q7 i • 3, _ie'n' i. i � � : M AX. S.°AGj;:i AT + 4AMBS. 2 % 0 00 i �f(i J iCi it?tik[aisG r -UWE A! ; , i... a ;1_ r r-n_ri {>ZJ 7 T / wY7tJ J Ji:l� l tLy%VIi1uR� mil. JrrVl i Lli.7 f W f il4iilil•LL_ i i t t 1 �vv:...i�... : r .ii.c r . 1 � • • • - i . • i i "• i j v i ' i �.. ` 1 1 � J - ...., .- ... _ • _� , n ;•; : I` it : .+ { r —� 3 1 Y i a a r r cT GCaf7�DT, —2'.' v 7 ► _3 a C {_,k = r z $JV3a1rJ3dar�t i s� Srsat 3Au+Arr� r Ab 1 PE ?39112 7 5.) SEALANT 3fl $EPLifa +1Rt}!!Np THE F CC}R1VF dr 4'AAfET CORNER S£+ �?rurtvro; #t7iCCn+iiS, �� 3+374 >�i7 —� N1T S { of �' y ^�L t (DPAPARATIVE ANALYSIS TABLE 1. -GLASS OPTION 1 001APARATIVE ANALYSIS TABLE 2. -GLASS OPTION 2 =APARATIVE ANALYSIS TABLE 3. -GLASS OPTION 3 YK; ifmc;i ; F fi,! AA r Lbiud I � . l ln- ,ii y Qry. or �toejrve max. Door t4eights tidy. or winx. Door heights racy. OT aioemw max. boor l "elynn Sia's IN, t I t;-�s Width J; - , , Lz Z; f - �ju I w - .7 E D -7f) C Jr S -75 0 JE 22.090 37 �500 _750 -750 -725 -71D -6813 1 22.OD 37.50C fj -75 0 -750 -7f -7E 01 1 22�ODO 37.5D0 il -1 1 - - /50 75.0 - 12.5 - 10,2 E�pl. 8 7� - ( - 5 D - 1* 1 C - i5.0 7 0 - t t. o 7t.o - 1 , o -, 5.0 -74.7 -73.2 -7r-'. - 68. 1 1 5 -67. 5. C) f) -75, -75.0 Jf�. -7t - - 50 -75.' -75.0 -7E.0 28 ODD 3 501c, B 1 D:) 1 - 37 500 �) 1 1 22 -Y) 3?.6DCl O 7A7 ? 63. 3l 2 70F 68 157 1 4D - /5 0 7�5 ;'5 CA 7 E.. G 75 0 0 - !s D -7t 0 -7!5 0 -75.0 -75.0 -7 30 ODD 3,17.500 -64.7 -2 -51.0 -59.0 -5e� . 2 X 1 BID, DDS 37.500 37.500 5.0 -75.0 1 -75-0 -75.5 .-'l Z) t - 7t X 30.DOD 37.531� t,0 O 647 F53.2 6 C 59.10 58. 0 7r. 0 7!5 D 7E.0 - ?5,C 7�� 0 0 11 75 -D 75.0 75.0 7t� 0 75.0 -55.4 -53.5 -51.5 -50- -48.9 5. 0 -75.0 -75.0 0 -75 1) -75.0 -74.7 -726 75,0 75.0 - 74 7 72.6 33 ODD 37500 55/ 53.5 5 50.1 48.9 1 33. OD2 37.5003 X5.0 ?5 D 1 15.0 75.0 750 1 1 33,302 37.500 J;i - -48.9 -47.5 45A -434 -41.8 - 7 5.0 - -75 Cj -75.0 0 -70 D -67 9 -1557 -63 1 -6c 4 36125 37-500 1 36,125 37.500 I 1 36,125 37.5m l 48,9 i , 47�5 45.4 43.4 41.8 75. D 7--.D 75.0 7�.0 750 1-00 6TS 65.7 ell 60.4 -75.0 -750 . -72.5 -702 -68. 2 22-ODO 71, 8 -75.0 -75.0 -75. C _7 2 22.30� 71.75r, 0 -75.0 1 -75.0 -7:.- � - , 75.0 75.0 72.'- 70.2 58.5 75.0 7t.D 1 E.0 ?5.0 7'5.0 1 750 ?5.0 75.0 7t ,o 75.0 - -7E 0 -75,0 -75,C -75.0 -7!: 2 48.ODD 71.'50 7 -73.2 -70.8 -65.5 -67.1 0 2 2 8, 3 Y) 71.750 _ -75.0 -75.0 -75.c -7E 0 1 0 2 28.003 ?1_750 Y 74,7 2 70.8 58-5 67.1 X 75.0 75,D 75.0 75.0 7!:-,C) X 11 75,0 75,0 75.0 7E-,O ?5.D -10 - -64.7 -63.2 - 0 -59.0 -58.2 X - ?5.0 5.0 -75.0 -75.0 -75. C X 30.303 71.750 - 0 - 5 -1 5 D -75.0 -75,C- 64.7 63-2 61.0 59.0 58.2 0 1 75. 7 5,31 5.0 ?5.0 75.0 0 75.0 ?5.13 75-0 75.0 75.0 75 D D 7 15 0 0 0 -75 D 71 214 71 ,50 F75 -47.5 47 4 P4 - 7 -50 -53.5 -!51.5 . -t8.9 -7= n ! -750 J -74 -72,E 2 33.03D 71.750 - � -50 A! I - 7 5.0 - -75.0 15 .0 -1 - 1 2 33.0D3 71.750 2 33 71.750 J C 55,/ 53.5 51.6 50.1 48.9 75.D -7:;.o 75.0 75.0 75.0 75.0 75.0 74.7 72-6 cz> -4B.9 -454 -434 -41.8 1 u 51) -75.0 -75.0 -75 0 1 -700 -679 -C-5 7 -63. -50.4 I I 1 75.0 1 71.150 M 6.�) .47.5 45. 1' 2 36.125 71.150 _7 4 4 43.4 41-8 75.D L 75.0 7EO 70.0 67,9 - 65.7 63.1 63.4 I I CDM PARATWE ANALYSIS TABLE 4. - GLASS OPTION 4 3116' Hea S w ed, .3901nn Layer, 3116" Flea" St > X QtY- of Sidefite Max. Door Heights NOTES; 1. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND Stabs Width Widths 79.750 83.750 187.750 1 91.751) 95.7 50 GLASS TABLES ASTM E 1300-915. 1 2 2. DOD 37.500 -?5.0 -75.0 -75.0 -75.0 -75.0 2, P05TNE DESIGN LOADS BASE) ON WATER TEST PRESSURE AND 75.0 75.D 75.C. 75. 75.j GLASS TABLES A511A E 1300-9e- 28.000 37.500 - -75.0 -75.D -1 -75.0 3. G"ERAL 0/0 - DAYLIGHT OPENING O 75.0 75.D 75.0 75.0 75.0 D/O HEIGHT = DCOR HEIGHT -10-875 1 30.000 37.500 X -?5.() -75.0 -75.0 -1 -75.0 D/D WIDTH S3DELJ` = SlDEUTE WIDTH -Z750 1 0 c 75.D 75.0 75.0 75.0 75.3 D/O WIDTH PANEL PANEL WIDTH -12.50o0" 1 33.000 37.500 -75-0 -75.0 -75.0 -75.0 -75.0 75.0 75.0 75.0 75.0 75.3 -75.0 -75.0 -75.D -75.0 -75.0 36.125 37. . 500 7 5. 0 75.0 75.0 75.0 ( 1 .0 RA m W E�c oatz ft"wof F.K. D-" ARE & 7 n -7�- n - 79 n -7;, n .7z� ()nn '71 'r 7 5 0 75,0 75.0 75.D 75.0 F.K. 19Z9102 C-�W DES) w A&B - 7 5. G -75.0 3 1 -75.D - 7 J, ^ -75.0 f 11 j 13 3,-, J rTL, In I 75.0 75.0 75.0 75.0 75.0 k V. 2 30.000 71.750 [--:-7' - 7, - � �07 �'_, 75 75.0 -0 . . = f_ Q -75.0 -D 1 - 1 1 . i- DESPGN PRESSURE TA.BLE& OXXO & 0X0 7 r 1070 MIVE 5.0 75.0 5, c) -a z; & j:? I'Al J ;;, I Z 5 -7 -75.0 -,5 . 0 .5.0 -75.1j 1 • 36. 1 1 2 5 7 T - o r, i L Ocri, P.0 a &vu%A&v.w BvElft-la &L iltr 7 5�.3 KE f39-712 Z 75.D - . , 5.0 75.0 1 7 i "Dws� FL 342 74 F9- 101 NTS 8 972 1 C� CrJ C� G > -- { } 3J16 HFA7 SWNGTHENED l� „R. ura? r,lr7sa�w�cr ra -- } — 3JI6" HEFT 1 - 7 1 dGTli NED -. { } .- 3/16` -1EAT STRE_NMHE- LW �,I : f13 1 )— _ i MC) 41— D9D INNER LAYER (SEE NDT -_1I -il oso 1r�►�E �nrEl; (SE,-- ►�oTr> — 1 l r_ _. — i }— . ualarEl s.Y� ;SEE ►a 1 : v ;wE oso '.'.CTS"' >� .�C.E 1 /B. MHERM �. .... :,_, - . . _.__ __ .._.__ - � — - ` •" `" i�' �1 i 3/16 MNEA=) — — 3/16` ANNEALED � -- 1/8 >ANWEALED -j-}� — 1/8' HEAT r ioGTHOQED � i /$` ilE4T STRDI GTHUNED) l � 4 s r� a ti T I -- 437 i37 .437 .437 437 All t 3 r Ak » DOOR 5W t IT S D00 StD fTFS DOOR SIDEUTES GLAZING OPTION 1 GLAZING OPTION 2 GLAZING OPTION 3 tt o -402 (Z/ -Sm) LAWHATED .402 Ua LAMINATED 7/1 LAMINATED CD —4 tt C) , >_ EF t' 3/1 HEAT SrFdNGTHDiED 3/16' HEAT STRENGTHMED -uso )FINER 1AYF,R (SEE t,>MIE) _uso BIER LAYER >;sEE 1V{7T'E) H X 3 f 16 HEkT $TRETIGTHENIED 3118' HF S1RENCTHufm v .437 .437 r� . NOTE iNA1FR LAYER Jr(4Y BE 13iPW $tiTACJTE PVB OR SrlfLEXI�L£EPSAFE' 11tAX11dUAd. r 3S�pcCbaiT 1[L1;C>:r ED � r .fir ay: DOW. 11or3dcrx RNs F.K. 7/17/ D —NO CNG THtS �M oir� r I F Irr< n II i 1 I I .+ i Di� 1 .:. 1 .. 1 e i •. i t i eI F.G 49 ?2 C-At30 7 J�5 GiASS I+ as ,e v e ii 'fly t 1 I CY lA �iv: i � �r � T- U ti c j �_ �_ n i � aJ i� fnn 1 { DOOR J�t?FiJ Ti<S I � j �� I M'%L. va,7 a s a":a , ~'•_> GLAZiNG DETAIL-15, S £5 ?.v - a ! ! 10 TE =HN.7I C)[•N i��'..t.S_9E I e r _ , r. r , r: t t �' }'; ' ' t r, j ; ; r� t 4> > ; r— f + � C 1 .+v,.vd.:, .-.. .RL..+ + •— � - .:: , . a._ r v .... . r j � L v i i t o t i Glg!!t i ,�, i inQr od+cr l s'na+ 1 aQ lkrno++p a iew I P � �R�=NC TEST i?E�'�1R�: >Ti_ -20ar 1 P s�12 �vWs r� 3c�� - ��i i 7 D O vJ !1 J L7fJVR �— �, rrculrw�r 1 !_ cc cuF rr a cnn �a�Nu�;o� f�� ROUGH t s OPENING SEE SHEE7 3 MR ANC 2501 tox. CD 2 � 25 POUG" E { r 7Y + 3 a.rs�aar 33 3 $ 830 OP WNG O;fNw OPEMYC I — t 68.264 IMTERIOR awn OvDiul . > 71,750 HORIZONTAL SECTION 4 -0 r 1.750 i U) r DlITSVI�ItJG 96 - 000 n�r�w�rr 93 -£15 8�" 85 if8 3 33 3/8 o ea c au� Mgt o TERIO ? EX 37_x/0 uv av _ lT P OR 7XAI SECDOM II I L,? 1.750 ROUGH THW DOOR 7HRtt arsrr � 3.7tD OpEJ4tNG 4.000 : (� 3.Ot�C3 4.586 � X D 750 L 25.000 a 1.489 7NTER1 a mox -4w L OUTSWING 3.000 .890 d�PEN7NC I HORZONTAL SECT70M � +OX0 F.K. 7 f 7 r33 D—W CH0' THfS SHT . ! 1 I I z"ai * f t I ftewaarw F. K. I C-y'40 CHC Tr7J'S SH i �+ •.� >ti.rrr i� r � arr� - -i � � c � n Ian ire � � RiD `? �•�o :°„'> •z Jn i t i r I i � r ii5 i_f.i - i e ar t J:re :fr 22 r-nf T } '3T OIRT- i i ':� I v : :: •' 31rarJr+g �n •_ R EFERENCE � P � —�{. � Rp2hui i 1 fi t 2 I 3ariaaJjfOdwt 1$MY,: i a'zLC 7 inl ! N - 13 9712 1 — I I C. VENDOR QTY. VENDOR I f I ±" �51 "aj) 60375 ALUM AX 6063::�j - Q6Z,WA U- 2 1000H AW (A,.- 606-- Z .062 VIALL) 1150376 ALUAW 'ILI 4 .250 x W r?NSEAL WY STRIP uu 67924-C SCHLEM CORP. 5 1 *SjP. ChAWiLL (AL. -6053-T5/.D5 L &0'3lt4 15 FRAME JmBfAL� M— 60380 AUAMX 2 (2) AF-70380 I 7 FRAME WAD (AL 6063-751.062 WALT 60411 ALUM-kY I fl) AF -12376 8 1 1 2 x ! 2 (2) 9 0uhm. Ttuvad.-oid A 6063-751.062 WALL) 151069 ALU"OtX 1 (1) AF - 12375 - T6 - 5/1 5Y 1,B 7HRL-ADED ROD - 67PW — - rA= IA0YS7Plk TT fruss garri WALL) 3U376W AUIUAY 6 (4) !AF-i 1 O : 777 p (AL 7WASI-A FAS7Zr fXGL/57RW 8 (4) 13 5 T 6xr8 TRUSS 1+717 7JNUTA FA57bC 04VU57PJ& B (4) CUVLF, CAP 4770i PCT tpumiE 147722W IT 1 15 STMKr PfATE - 1 7955X c"CORP 2 (1) 1 - 16 STRKE PLA7E WSEPT :41721 PGT PODUSTRfn .2 (1) :4172Y 77 7Qx314 SCR. FLT. HD. AHP- 71034A MMCRAMM FASMO? 4 (2) 78 BINGE ASSY. 7fK MA 94n. 6 -- lOx 1056r m (18) 20 70012 SCR. FLT. HD- PHA- Tyal — vw FASTEND? 3G (15) LT K 41721) *GNMOUSTRAE5 4 (2) 41720 0 22 fixl 2 FL NG. Pftti. 7612FIV MEPCHAgrS FASTENER (4) 23 8 x I SCR. PAN 1�40 OLAU 7SIPCA 36 (36) 24 Tx Me - sckru IU PyJL 7pwmi� 12 (6) 25 LOCK SLAPPORT Assr 44JBLO< 3 (2) 4URLOK un -,mp-- 26 fix4l-4 TET HE PHIL 7634F 6 (4) 27 200 x -190 OLON 209< 5c"LEG& COW. 1 (1) QZOOX190 :375 x 19 1 �1) Q-375Y197 29 .1. 22M. 1.2Z ASS'Y, Iff 1 (1) FD,3, P TA Y 30 LQC!5 (ACnV-' ) AOMP " — - I (1)_100 31 LOCK JILOK7F #IARI-QCK 1 0 sw 32 DEAD-BGLT LD K 78LTIP fiAl4L 1 1 820 33 Roged Alum. Gkrz. S*ad 34 6zsp9c 00W COWNG AWAR I ALVAhkX 4 (-f) N) wr 36 SOEUTE H 60414 ALlIAi4X 2 (2) AF-10414 pAfL 160415 0415 .402 Laminated (AH7 HS/. T 25 - 7 Annealed w L ppa er 4 C3) I Xmxvvt &WE P%B or Sofi 1 ax/Keepayfe Ataximum toner 9M i 1 X 2 LOCK OPPON a 1) 2 (2) 421 i 42 8 P?L rl SPENGO? 6 (12) 8 - Larry'r1cmed (.187 Tek -P 4 B -9 utacite P%6 or Law; 44 ASTRAGAL fxT �L h 7 1 1 1 754 60�63-TM540�52WW 1 =984 ME r� 1 a 457 Lvrr,4� (JI16 flS dk 3116' Annealed W/ 1 -4 (3) 1 , "t DU 0"t utacita FVB a- Maximum b2d "L"IW 16 4 7 16 1 ppa Lor 4 (3) 1 6 Lomia&*d HS & J�ZW H t t autacifs PM o r 7. 07)"5 M BRACka ARE FDR 0XD C06IF7GLMTMN Z REFERENCE TEST RgWT. FTL-2067 on WA 16C WAAk D-NQ CHC MIS SHT F-K. I @Ll V I L "-I�c - I �Y4 91 U; e C-ADO 71 GIASN 1 -f -7 sm iL a ca _- p r Nit �F Dobe 1 t�Ul- OF MATERIAL-') A? I f IL c—k, pt, Drum" Ate. 0. 1529 PE f3q-F;*? OOKOWS, Ft- 3i274 FLI-101 I S j tx 8 9 72 c fs I 1, 750 IT 062 ' 4.10'0 4_G00 4.700 D6? 4.700 OS2 G' J >� DOOR PANE 3fEAD & SfLL DOOR PANG JAUB FRAME 5 AL UM. 6063 -75 ALUM. � 6063 —T5 ALUM. � �AJT£R$0R PANEL 5TPAGAL � EXTEMOR ASTRAGAL \J Sf1b3 —T5 o 6063 —T5 ALUM. 6053 -75 ALUM. 0 0 �. to O 3 3 x X .050 t.�i2D 125 ?500 � 1. 3 11 .050 LIMP 0 ,250 J L mo WEATHER STRIP CHANW -L ? , TRUSS CLAMP ' 6063 -T5 ALUM, 6063-T5 ALUM. aoflo FRAWE HEAD CWSWING THRESHOLD _375 3.D_ 6063 -73 ALUM. � 6063-T5 ALUM. o T { � iii;+ a¢. I ::ix f fis:worrc i 1 C 3.. n S . t >'•,w +a �. i 2.125 sC. i 17 03 t1 -34'0 GfC {r`eS S T llsl i _i.o - -w r� i c:r r5 in inn � arms [emu-' EX TRUSONS PROFILES. S. D R-' s vv'r'7.5 - 7:7 ALU . _ \ . i fl 3 di ati�7 �E+xNxiL?_r nRW i A? r; c x : rr r — — , r i r — ` i PE 3 !� r! L '��. a S. � t_t �c ?� i.^,%? � �saa3ac • ' �!g r i 1 Srzir. ! iNr!dr,�,tJr,. � 7kr. 3#2! _ fir{{' ri 5, FL 4 # a ' 1 1 3971 - - ict,+roi � � �— � � . � �` y . S of 8 I 972 I i I O trJ CD t� C) I II { ��'— � 890 �-•,� 7.4 l � - .050 'L 3 4_SB6 3.D00 5.459 [- .DBE .075 > ley' —.075 U3 Y CDP C o N > SIrDETJT£ BOTrW RAIL �- L� 6063 -75 ALLIX ?_8x : k 4DEUTE E� _830 r 2.�B© r Y �it� C�ir 0 L0 •• . t,92 7.13 L F.K. I V,711 IV-NO CHG TnS SHT 9 7 -11 1 hf ' t - L�n t _ ° $"- t w c v r: Jn M') v _ unu cur 57DELFrE JAWAFS .ilaV Ti 3 'If ' a'171V V*7 i i��•7 DdWr1P&Sxs: _ _ t \ a^+f�la�Z_7` flJ iixi !! 1 i/ fi y (T �: }` ) �N PROFI 3 7 ` I 1 { ?(77Q T� taYxY fXSr n tip I t ! " ' r ' d < 1 - ^• _T?. e ^ r r -� 1 :: r— , rrr� i Retort L 0e. -k, a r SerJagruorJwi r $cx:i► 'T �iseL t}na�dni W. i�ev: r PE #39 yp a P_t?. rrJX 19 7- S 8 9 ' � n Structu ; �iGi 71t& JfLlt �— � # � 1 °f ; f � D O t� F-.. :ate -25G .250 1 st�G c5 AN4X r Y WW 6" ; ^' (seF >ror 00 t MAX. !x iVOf>D 8l1CfC WiDOD ixicH (� NOTE 3) w (SEE N07E 2) 2x pmD > > (� MOTE 2) 114" TAPCO / 1 4` TAPCON 114 PWHEA© (sff >yo �� TYP. HEAD �1s FiATNF�D TYP. HEAD tsEE NOTE 1) � 114' 7APDN 1 SLttt3 C+ #l4 PANHEAD 1.50D SEE NOTE T AM1N- = TYP. SIDELITE HEAL TY'P. SIDELITE HEAD 2x wow B" CD 114 PAAtWAD W C *25 2m fMOt y D wx ( -CIE ID7E 3 ) x x TYP. JAIUB TYP. JAMB 2x MOCK BUCK } i (SEE NOTE 2) 1 4' 7APCM ' < �- i srt ij ff L) .' A - ;v TYP. SIDELITE .SILL TYP. SIDELITE SILL f !MOTES: 1.500 { ; i . a. 1. LtSE ONLY ANIW — DADE COLWY APPA0W ELCO OR 9W 7APCONS- AflN, ' ' ` 173 ftA7NEJlb 2. WS'TALLATION OF Ze %00D BUCK TO 7?EE SUBSTRATE 0409CERD � JAW SPAMC; SDQAP lTR-Y A%V TO BE REWEVIED EY 9W OM OfFIDAL P�� A6NEWEiQ ; '�, SILL (SE yOTE 3 ON SHEET ?) 3 OASTAitAWN OF 1x WDOD SUCK W 7NE SURS7RATE Tip BE � �� wttb00 � �AWTzY _. F. K ? ? 7 Q3 &-- CNG Tl trS SN7 W I j { FX. l8 /9/U1 i C — ADD NOTE 1 X 12 } � """ •�� t t r� . t fa no n t t e n s + r t , 1r t c w , o �y i t a Hca r t fl i t �� i i ur ■�i.. : � r a,Jl y_ , aiwl Vr , . . .r -- a ant i__ j a>m 1.50 � „ �..,� •:,- r ,, ; s: �::�',� iT 1 :�� I'�.1! i f 7Y S7) T i t s5 -k G� a E. i .L'. LtV t t W i L t sci�i. t N!RT 17ro.3r++ t r REFERENCE 7rST REP ORT) , - —2-067 " �' j -PE rQ n I +'�'rn 1 fl : dOKS rf 3;t',4 ] —1 �! 1 i 1 J 8 �! ar ! 1 i 1 � 3 , j ! Straa; , I r REC (9091 - 4%15 This Instrument Prepared By and Return to Carol F. Keys, Attorney at Law tC OR208267 2000 MAY 02 13130 12700 Biscayne Boulevard Suite 401 North Miami, Florida 33181 (305) 891 -1600 Tax Folio No. is 11- 3206 - 013 -5370 DOCSTPOEE 1,109.40 SURTX 0.00 HARVEY RUVIN, CLERK DADE COUNTYP FL WARRANTY DEED (STATUTORY FORM SECTION 689.02, F.S.) "PHIS INDENTURE, made this (Q 8_ 0-X day of April, 2000, between Elizabeth T. Lasch, a single woman, (hereinafter "Grantor "), and George R. Wysong III and Brenda M. Wysong, husband and wife, whose Post QfGce address is 345 NE 100" Street, Miami Sbores, FL 33138, (hereinafter "Grantees "). (wherever used herein the terms "Grantor" and "(3rantee" shalt include singuinr and plural, heirs, legal representatives, and assigns of individuals, and the successors and assigns orcorporation, wherever the context so admits or requires). WITNESSETH that said Grantor, for and in consideration of the sum of Ten ($10.00) Dollars, and other good and valuable considerations paid to Grantor by Grantees, the receipt whereof is hereby acknowledged, has granted, bargained and sold to Grantees, and Grantees heirs and assigns forever, the following described land, situate, lying and being in Dade County, Florida, to -wit: The East one -half (E %) of Lot eighteen (18) and all of Lot nineteen (19), of Block thirty- nine (39), of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat or reap thereof, as recorded in Plat Book 10, at Page 70, of the Public Records of Miaml -Dade County, Florida. SUBJECT TO: Y 1. Taxes for 2000 and subsequent years. 2. Conditions, casements , -}ir an restrictions of records, provided that nothing set forth herein shall serve to reimpose the same. 7 3. Zoning ordinances and other restrictions and probibitions imposed by applicable governmental authorities. and Grantor hereby covenants with Grantees that the Grantor is lawfully authorized to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever. ¢ - Page I of 2 - 20 -124.1 George K. Wysong III Branda Martinez Wysong 345 NE 100 Street Kami Shores, FL 33138 TO: Miami Shores Village Building & Zoning Attn: Mr. Al Bery 1 Side setback of 10': The existing setback on the west side of property is from 9.66 (9' 1/8 ") to 9.74 (9' 9 "). Our desire is to continue in the same plane or avoiding a jog in the west wall of 4 ". It would result in better (construction and a better look if we can maintain the existing setback. Please rote also that at the N.W. corner of the addition, the setback is calculated at 9' 10.Ei" if the same vector is maintained as the existing wall. Please allow the smaller setbe ck if possible without going to zoning hearing fcr variance. 2. The south wall has stairs with natural light form east window, a closet not requiring windows and the bate room which has natural lighting from the west window which does not interfere with the tub surround. A decorative element could be added to this wall mimicking on or two small windows, if mandated by zoning regulations. JW :00 -7175 T LOCATION SKETCH sCAL •1'= X00` PLAN OF SURVEY SCALE I�•: 1 .0 l � o� N cJ / 7 1 �OVta� f FI'c (( �Z t CK itt \ E=C— titG.M/ '4�-•� f •�}` o tr7 1 S"cOR`i ° in .r ✓11 a, J I i s" A 1 uJ la �- N rl€i3Ci� d 1 - 7 5, x ` Ld 0 J V L 3, y� �T'0V2 - 1 C lam - _=.. ty �� Pr LEGAL DESCRIPTION:The East one half (2) of L ot 1 ? and all of T,ot 19,Block 39,AN AMENDED PLAT - Q 10 ( yc �� , ; � fi. U n OF MIAMI SHORES SECTION NO.1,according to the Plat thereof ns recorded in Plat Boot: I0,Page 70 � 7�, 3D - - :.; Fay. Cc of the Public Records of bade Countti,Florida.- i _ �' 0 0 (( 3y13 } .- l_ GENERAL NOTES� 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. ��5�5 ILA 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. y 1 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. 'L 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. Undated: July 2- � X Updated :November 09,2001. y 5 THIS PROPERTY ISM HIN THE LIMITS OF FLO E Z i -Q � F T K O DI r ju a s, sq a cs �l.l..<acs, ,,t� orneys I e un .,Inc., z5t ^ , or ige,its Successors anc /or Assigns DATE :ADril 1 200 V c4 t cv APPLICABLE ZONING, UNDERGROUND, ZONING AND BUILDING SET BACKS. MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CERTIFIED TO:George K. and Brenda M. Wysong - • m ' - �` �S r I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true c ■■ and correct to the best of my knowledge, information and belief, as recently surveyed and • C� c p t� L v5 ; V� i T�� platted under my direction, also that there are not aboveground encroachments other than 0 those shown. This survey meets the minimum technical standards set forth by Florida r, E3 Board of Land Surveyors pursuant .to Chapter 61G17- 6,Florida trative pt Code Section 472 -027 Florida Statutes ,rZ SIIRVEYING,D+TC. > > �w 1 � � �� X£ y��r° a� , L.B. No. 3333 147 ALHAMBRA CIRCLE No. 241 LAZARO D. ALONSO CORAL GABLES, FLORIDA ,33134 PROFESSIONAL LAND SURVEYOR '}, ° =' r�. Phone: (305) 448 -9488 CERTIFICATE NO. 3590 ? THIS IS A BOUNDARY SURVEY STATE OF FLORIDA Diu. (wD�) NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL " C, r JW .:0a -7175 LOCATION SKETCH TTCALE •i'= too' PLAN OF SURVEY SCALE i "= 2a g G Fb N fJ '�fA . _-.- �e 9 Fov t 4 D 314 1 ?c m s� 1 30 \ C b-4 o t% L "t t K C- .4 Cie - F Q -7 ! t N l ©: �o S a,3 c90 1� l�LLr--`f( 11 1 T LAtt 2 d q Q 1 !n 6 � �. 36.40 X25 o f " 6 `r K T 4 to t� 1 S lcow 51 r z w r O � Q 3" tQ�r1C)` LEGAL DESCRIPTION:The East one half (2) of Lot 18 and all of Lot 1.9,Block 39 AN .MENDED PLAT 10 34 S N 1 � S - Ln OF MIAMI SHORES SECTION NO.%according to the Plat thereof as recorded in Plat Book 10 Page 70 l(7 m � � a of the Public Records of Dade County,Florida.- _ N 3 138 to GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 3! (222) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. �t�H 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT I �� SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 5 THIS PROPERTY IS HIN T}IE LIMITS OF FL X Updated: November 09,2001 tur ,rp O Z o o t r . .u<acs, sq a acs �u..ars, .,,EL orneys . I e nsurance can , K ) - � ge,its Sttcces5ors one /or Assigns DATE .April 10,200!} `sgo G ov cLU3 /4" APPLICABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CERTIFIED TO:George K, and Brenda M. W,ysong �` C: , {�{' 1 HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true = a ■ and correct to the best of my knowledge, information and belief, as recently surveyed and E + G t l Nk 'JSso : platted under my direction, also that there are nbt aboveground encroachments other than > — those shown. This survey meets the minimum technical standards set forth by the Florida i rJo�t /� tac aT Board of Land Surveyors pursuant to Chapter 61 G17- 6,Florida tratiVe Gsrird$ 1�l Z LX'r Dti 3 Y5 sr-`J �`f SIIRVEYINGJNC. Code,Section 472- 027,Florida Statutes. >- 4� t A `00' 7 r L.B. Na_ 3333 147 ALHAMBRA CIRCLE No. 241 LAZARO D. ALONSO CORAL GABLES, FLORIDA ,33134 r*� t *, °r PROFESSIONAL LAND SURVEYOR Phone: (3052 448-9488 CERTIFICATE NO. 3590 THIS IS A BOUNDARY SURVEY STATE OF FLORIDA — -- • (07 NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. s LAZARO D. ALONSO, P.E., P.L.S. 147 ALHAMBRA CIRCLE SUITE # 241 CORAL GABLES, FLA. 33134 PH. (305) 448 -9488 November 09,2001 Mr. George Wysong 345 NE 100th. Street Miami Shores,Fl. 33138 Ph. (305)216 =5820 INVOICE RE:JOB NO. 00 -7175 For survey updated and elevations at the above refrenced address TOTAL: $ 170.00 C 1 f F t ' w l� Crown of road Elevation: FEDERAL; EMERGENCY MANAGEMENT AGENCY O.M.B. No, 3067 -0077 10.02 feet NATIONAL FLOOD INSURANCE PROGRAM Expires December 39, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 9 - 7. SECTION A -PROPERTY OWNER INFORMATION Fo"r'lnsurahce Cornpany.Use:: BUILDING OVVNER'S 14AME Policy IJulxrtier -- George and Brenda M. Wysong BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX 140. Ccmpany.19AtC ' -: NE 100th. Street CITY STATE ZIP CODE Miami Shores Fl. 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tar. Parcel Number, Legal Description, etc.) E i Lot 18 and all of Lot 19,Block 39,Miami Shores Sec. 1,Amended,P.B. 10, 7 0,Dade Cty,Fl. BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary,) Residential LATITUDE/LOWGITUDE (OPTIONAL) HORIZONTAL DATUTA: SOURCE: L_I GPS (Type): or ## . fl) f J NAD 9927 L_J NAD 9983 L_I USGS Quad Map " Other SE CTION B - FLOOD IN SURANCE RAT MA P (FIRM) INFORMATION Bt, NAP COMMUNITY NAME & COMMUNITY NUMBER 132. COUNTY NAME "` B3. STATE Miami Shores 120653 Dade Fl. B9. MAP AND PANEL B5. SUFFIX B6. FIRIA INDEX B7, FIRM PAN FLO B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVEIREVISE A dE(S (Zone AO, use depth of flooding) 12025C J 07/17/95 03/02194 N/A B10. ) ndicate the source of the Base Flood Elevation (BFE) data or base flood depth reAm& B 1J FIS Profile 1Z 1 FIRIA I—I Community Determined B91. Indicate fhe elevation datum used for the BFE in B9: J!_ 1 NGVD 9929 1J N 9 1 er (D *be): B92. Is the building located in a Coastal Barrier Resources System (CBRS) area o tech d Area OPA)? 1J'Yes I XI No k... Designation Bate: N/A SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C9. Building elevations are based on: 1_IConstruction Drawings" IJBuilding Under Construction" K IFinished Construction 'A new Elevation Certificate will be required when construction of the building is compleie. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represenis the building, provide a sketch or photograph.) C3. Elevations — Zones A9 -A30, AE, AH, A (with BFE), VE, V9 -V30, V (with BFE), AR, ARJA, ARIAE, ARIAS -A30, AR/AH, ARIAO Complete Items C3_aa below according to the building diagram specified in Item C2. State the datum used. if the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum' NGVD Conversion /Comments N/A Elevation reference mark used DCBM Does the elevation reference mark used appear on the FIRM? " Yes I X I No • a) Top of bottom floor (including basement or enclosure) 10 . 66 ft.(r i) • b) Top of next higher floor 11 71 f-(m) °J • c) Bottom of lowest horizontal structural member (V zones only) N/A _ ft.(m) a o \0A 0 d) Attached garage (top of slab) 9 . � ft.(m) F = �v 0 e) Lowest elevation of machinery and/or equipment (A /C Unit) "' 10 servicing the building (Describe in a Comments area.) _ Z4 _r fi .(m) E w 0 f7 Lowest adjacent (finished) grade (LAG) _ _ . 5 ft.(m) z P azaro D. Alonso , P. S .M. 0 g) Highest adjacent (finished) grade (HAG) 9 g fi.(rrr) and Surveyor No 3590 0 h.) Flo. of permanent openings (flood vents) within 'I ft. above adjacent grade Q S State of Florida 0 i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIER'S NAME Lazaro D. Alonso LICENSE NUMBER 3590 TITLE Professional Surveyor and Mapper (P.S. MC �MPANY NAME UNITEC SURVEYING,INC. ADDRESS i4 bra Circle #241 CITY Coral Gables STATE Fl. ZIP CODE 33134 SIGNATURE 111111V DATE June 22 , 2004 TELEPHONE (305)448-9488 111 FEMA Form 89 , 6l nary 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. J For Insurance 0q npany Use; BUILDING STREET ADDRESS (including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX-NO. P.dl�cy Narnber: 345 NE 100th. Street CITY STATE ZIP CODE Company NA1C Number Miami Shores F1. 33138 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 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO A ND ZONE A ( WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1, through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is J_J_J ft. (m) I I 1 in. (cm) 1_1 above or J�J below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see pago.7), the next higher floor or elevated floor (elevation b) of the building is 1_J�1 ft. (m)1_1Jin. (cm) above the highest adjacent grade. Complete Items C3.h and C3J on front of form. E4. The top of the platform of machinery and /or equipment servicing the building is I—JJ ft. (m) I_1_1 in. (cm) 1_1 above or 1_1 below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's _ floodplain management ordinance? 1 I Yes 1 No 1 J Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICAT The property owner or owner's authorized representative who completes Sections A, B, C (items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2. I 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. I The following information (items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. 1_1 New Construction I_I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft. (m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ft. (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I { Check here if attachments =EMA Form 81 -31, January 2003 Replaces all previous editions FORM 60OA -2001 k FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whale Building Performance Method A Project Name: MRS. BRENDA WYSON RESIDENCE Builder: Address: 345 NE 100 ST Permitting Office: City, State: NORT MIAMI, FL Permit Number. Owner: BRENDA WYSON Jurisdiction Number Climate Zone: South 1. New construction or existing Addition 12. Cooling systems 1 2. Single family or multi- family Single family a. Central Unit Capf46.0 kBtu/lirr` 3. Number of units, if multi- family 1 _ ER: 11. 4. Number of Bedrooms 4 _ b. Central Unit 4:214 hr 5. Is this a worst case? No 11.30 6. Conditioned floor area (ftz) / 2944 p/ c. N/A 7. Glass area & type �- a. Clear - single pane 345.4 fF - 13. Heating systems b. Clear - double pane 0.0 W - a. Electric Strip Cap: 34.2 kBtu/hr c. Tint/other SHGC - single pane 0.0 R _ COP: 1.00 _- d. Tint/other SHGC - double pane 0.0 fie b. Electric Strip Cap: 25.6 kBtu /hr 8. Floor types _ COP: 1.00 a. Slab -On -Grade Edge Insulation R =0.0, 223.0(p) It _ c. N/A b. N/A _ -- AV AV c. N/A 14. Hot wat 9. Wall types a. Electric Cap: 66.0 gallons _ a. Concrete, Int Insul, Exterior R =3.0; 210 .6 W _ EF: 0.89 b. Concrete, Int Insul, Adjacent If 3.0, 2.8 W _ b. N/ _ c. N/A \ - d. N/A _ c. Co t e. N/A (HR -Heat r tar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R 901 /2525.0 _ 15. HVAC credits b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. - 6.0, 2 .0 ft _ W- C- Multizone cooling, b. N/A W- H -Mult zone heating) Glass /Floor Area: 0.12 Total as -built points: 41563 PASS Total base points: 45454 I hereby certify that the plans and specifications covered Review of the plans and o zgE S?A by this calculation are in compliance with the Florida specifications covered by this Q Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE 2 this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Florida Statutes. °DwE OWNER/AGENT: _ BUILDING OFFICIAL: DATE: DATE: EnergyGauge® (Version: Fl_RCPB v3.22) FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 2944.0 32.60 17222A Single, Clear N 5.0 8.3 33.3 33.94 0.80 909.0 Single, Clear N 5.0 8.3 333 33.94 0.80 909.0 Single, Clear N 3.0 8.3 33.3 33.94 0.89 1007.5 Single, Clear N 1.0 5.0 26.0 33.94 0.96 849.3 Single, Clear N 1.0 5.0 26.0 33.94 0.96 849.3 Single, Clear S 1.0 5.0 26.0 62.19 0.92 14952 Single, Clear S 1.0 5.0 26:0 62.19 0.92 1495.2 Side, Clear S 1.0 5.0 18.7 62.19 0.92 1075.4 Single, Clear E 1.0 5.0 13.0 73.03 0.95 902.7 Single, Clear E 1.0 3.0 6.7 73.03 0.86 419.3 Single, Clear E 1.0 5.0 13.0 73.03 0.95 902.7 Single, Clear E 1.0 3.0 6.7 73.03 0.86 419.3 Single, Clear E 1.0 5.0 18.7 73.03 0.95 1298.5 Single, Clear E 1.0 5.0 13.0 73.03 0.95 902.7 Single, Clear W 1.0 16.6 23.2 65.53 1.00 1515.9 Single, Clear W 1.0 5.0 9.3 65.53 0.95 579.8 Single, Clear W 1.0 5.0 93 65.53 0.95 579.8 Single, Clear W 1.0 4.0 9.9 65.53 0.92 595.6 As -Built Total!: 346.4 16706.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 62.8 1.00 62.8 Concrete, Int lnsul, Exterior 3.0 2108.6 2.70 5693.2 Exterior 2108.6 2.70 5693.2 Concrete, Int Insul, Adjacent 3-0 62.8 1.30 81.6 Base Total: 2171.4 5766.0 As -Built Total: 2171.4 5774.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.7 2.60 46.0 Exterior Insulated 20.0 6.40 127.9 Exterior 20.0 6.40 127.9 Adjacent Insulated 17.7 2.60 46.0 Base Total: 37.7 173.9 As -Built Total: 37.7 173.9 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 2525.0 2.80 7070.0 Under Attic 19.0 2525.0 3.72 X 1.00 9393.0 Base Total: 2525.0 7070.0 1 As -Built Total: 2526.0 9393.0 EnergyGaugeS DCA Form 600A -2001 EnergyGauge@ /FtaRES'2DOI FLRCPB v3.22 FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 223.0(p) - 20.0 4460,0 Slab -4n -Grade Edge Insulation 0.0 223.0 {p -20500 - 4460.0 Raised 0.0 0.00 0.0 Base Total: 4460.0 As-Built Total: 223.0 4460.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2944.0 18.79 55317.8 2944.0 18.79 55317.8 Summer Base Points: 81080.0 Summer As -Built Points: 82905.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DIVA x DSM x AHLI) 82905.4 0.673 (1.067 x 1.165 x 0.90) 0.300 1.000 18740.3 82905.4 0.327(1.00 x 1.165 x 1.00 0.302 1.000 9166.1 81080.0 0.4266 34588.7 82905.4 1.00 1.119 0.301 1.000 27906.2 EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge®IFIaRES'2001 FLRCPB v3.22 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 2944.0 2.36 1250.6 Single, Clear N 5.0 8.3 33.3 4.91 0.98 159.8 Single, Clear N 5.0 8.3 33.3 4.91 0.98 159.8 Single, Clear N 3.0 8.3 33.3 4.91 0.99 161.4 Single, Clear N 1.0 5.0 26.0 4.91 0.99 127.0 Single, Clear N 1.0 5.0 26.0 4.91 0.99 127.0 Single, Clear S 1.0 5.0 26.0 3.55 1.01 92.8 Single, Clear S 1.0 5.0 26.0 3.55 1.01 92.8 Single, Clear S 1.0 5.0 18.7 155 1.01 66.7 Single, Clear E 1.0 5.0 13.0 3.76 1.02 49.6 Single, Clear E 1.0 3.0 6.7 3.76 1.03 25.9 Single, Clear E 1.0 5.0 13.0 376 1.02 49.6 Single, Clear E 1.0 3.0 6.7 3.76 1.03 25.9 Single, Clear E 1.0 5.0 18.7 3.76 1.02 71.4 Single, Clear E 1.0 5.0 13.0 3.76 1.02 49.6 Single, Clear W 1.0 16.6 23.2 4.47 1.00 103.6 Single, Clear W 1.0 5.0 9.3 4.47 1.00 41.5 Single, Clear W 1.0 5.0 9.3 4.47 1.00 41.5 Single, Clear W 1.0 4.0 9.9 4.47 1.00 44.2 As-Built Total: 345.4 1490.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 62.8 0.50 31.4 Concrete, Int Insul, Exterior 3.0 2108.6 1.20 2530.3 Exterior 2108.6 0.60 1265.2 Concrete, Int lnsul, Adjacent 3.0 62.8 0.50 31.4 Base Total: 2171.4 1296.5 As-Built Total: 2171.4 2561.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Paints Adjacent 17.7 1.30 23.0 Exterior Insulated 20.0 1.80 36.0 Exterior 20.0 1.80 36.0 Adjacent Insulated 17.7 1.30 23.0 Base Total: 37.7 59.0 As -Built Total: 37.7 59.0 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2525.0 0.10 252.5 Under Attie 19.0 2525.0 0.14 X 1.00 353.5 Base Total': 2525.0 252.5 1 AsZuflt Total: 2525.0 353.5 EnergyGaugeO DCA Form 600A -2001 EnergyGauge@ /FIaRES'2001 Fl_RCPB v3.22 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT #: BASE AS -BUILT FLOOR TYPES Area X BWPM Points Type R -Value Area X WPM = Paints Slab 223.0(p) -21 468.3 Slat -On -Grade Edge Insulation 0.0 223.0(p -2.10 -468.3 Raised 0.0 0.00 0.0 Base Total: .068.3 As-Built Total: 223.0 -468.3 INFILTRATION Area X BWPM = Points Area X WPM = Points 2944.0 -0.06 -176.6 2944.0 -0.06 -176.6 Winter Base Points: 2213.7 Winter As -Built Points: 3819.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Paints Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHED 3819.2 0.572 (1.085 x 1.137 x 0.91) 1.000 1.000 2450.3 3819.2 0.428(1.00 x 1 -137 x 1.00) 1.000 1.000 1837.2 2213.7 0.6274 1388.9 3819.2 1.00 1.123 1.000 1.000 4287.5 EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge®JFlaRES'2001 FLRCPB v3.22 FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2369.00 9476.0 66.0 0.89 4 1.00 2342.38 1.00 93695 AsZui1t Total: 9369.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 34589 1389 9476 45454 27906 4288 9370 41563 PASS 0 6 CIiE ST�� 0 D WE�� .. EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.22 FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfnVsci.ft. window area; .5 clmisqft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wait; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members. / EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between wails & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetratioris and seams. Recessed lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. Multi-story Houses 606.1.ABC_1.2.5 Air barrier on perimeter of floor caw between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff s must be provk1ed. External or built-in heat trap required- Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal /c✓ efficient of 78 %. Shower beads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. L/ Ducts in unconditioned attics: R -6 min. insulation, HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. l/ Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.0 The higher the score, the more efficient the home. BRENDA WYSON, 345 NE 100 ST, NORT MIAMI, FL, 1. New construction or existing Addition - 12. Coaling systems 2. Single family or multi- family Single family - a. Central Unit Cap: 46.0 kBtu/hr 3. Number of units, if multi- family I _ SEER: 1 1.35 4. Number of Bedrooms 4 _ b. Central Unit Cap: 22.4 kBtu/hr 5. Is this a worst case? No _ SEER: 11.30 _ 6. Conditioned floor area (fie) 2944 f1 c. NIA 7. Glass area & iype _ a. Clear - single pane 345.4 ft _ 13. Heating systems b. Clear - double pane 0.0 ft a. Electric Strip Cap: 34.2 kBtu/hr c. Tintiother SHGC - single pane 0.0 ft _ COP: 1.00 d. Tint/other SHGC - double pane OA ft b. Electric Strip Cap: 25.6 kBBtu/hr 8. Floor types _ COP: 1.00 a. Slab -On -Grade Edge Insulation R =0.0, 223.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 66.0 gallons _ a. Concrete, Int Insul, Exterior R =3.0, 2108.6 #12 _ EF: 0.89 b. Concrete, Int lnsul, Adjacent R =3.0, 62.8 ft b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =19.0, 2525.0 W _ 15. HVAC credits _ b. N/A _ (CF- Ceiling fan, CV-Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 200.0 ft _ MZ- C- Multizone cooling, b. N/A MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) o4TYLE Sr4 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Jlj a Address of New Home: City/FL Zip: jC0D WE *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a .Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321.1638 -1492 or see the Energy Gauge web site at www.fseaucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. EnergyGauge® (Version: FLRCPB v3.22) Residential System Sizing Calculation Summary BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version NORT MIAMI, FL Climate: South 5/12/2003 Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: interior RH 50% Outdoor wet bulb 7 Humidity difference 56 r. Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer tempe rature difference 15 F Total heating load calculation 42294 Btuh Total coolie load calculation 59976 Btuh Submitted heating capacity 59790 Btuh Submitted cooling capacity 68400 Btuh Submitted as % of calculated 141.4 Submitted as % of calculated 114.0 % WINTER CALCULATIONS Winter Heating Load for 2944 ft Load comp onent Load D— t.(5%) ` IM1rtndow Window total 345 sqft 9188 Btuh �! s(22 %) Wall total 2171 sqft 14492 Btuh Door total 38 sqft 382 Btuh'' Ceiling total 2525 sqft 3030 Btuh Ceilings( ? %) Floor total 223 ft 4148 Btuh Door %) Infiltration 357 cfm 9040 Btuh F,00rs(,D %) Subtotal 40280 Btuh Duct loss 2014 Btuh Waft(34 %) TOTAL HEAT LOSS 1 42294 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2944 scIft Load component Load Window total 345 sqft 16284 Btuh Latent internal(3 %) Wall total 2171 sqft 9499 Btuh r Latent inftl (21 `➢6) ndo (27 %) ,s} NAws Door total 38 sqft 400 Btuh � Ceiling total 2525 sqft 5808 Btuh Floor total 0 Btuh Infiltration 338 cfm 5571 Btuh Internal gain 3600 Btuh trR.Gain(6 %) A'ry Subtotal(sensible) 41161 Btuh Ducts( ? %) Ceilings(10 %) Duct gain 4116 Btuh Inf l.(9 %) Walls(16 %) Total sensible gain 45277 Btuh Doors(1 % Latent gain(infiltration) 12858 Btuh Latent gain(intemai) 1840 Btuh EnergyGauge® System Sizing ba anual J. Total latent gain 14698 Btuh PREPARED BY: �// TOTAL HEAT GAIN 59976 Btuh DATE: EnergyGaugeOD FI_RCPB x3.22 System Sizing Calculations - Winter Residential Load - Component Details BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version NORT MIAMI, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F 5/12/2003 Window Panes/SHGC /Frame1U Orientation Area X HTM= Load 1 1, Clear, Metal, DEF N 33.3 26.6 886 Btuh 2 1, Clear, Metal, DEF N 33.3 26.6 886 Btuh 3 1, Clear, Metal, DEF N 33.3 26.6 886 Btuh 4 1, Clear, Metal, DEF N 26.0 26.6 692 Btuh 5 1, Clear, Metal, DEF N 26.0 26.6 692 Btuh 6 1, Clear, Metal, DEF S 26.0 26.6 692 Btuh 7 1, Clear, Metal, DEF S 26.0 26.6 692 Btuh 8 1, Clear, Metal, DEF S 18.7 26.6 497 Btuh 9 1, Clear, Metal, DEF E 13.0 26.6 346 Btuh 10 1, Clear, Metal, DEF E 6.7 26.6 178 Btuh 11 1, Clear, Metal, DEF E 13.0 26.6 346 Btuh 12 1, Clear, Metal, DEF E 6.7 26.6 178 Btuh 13 1, Clear, Metal, DEF E 18.7 26.6 497 Btuh 14 1, Clear, Metal, DEF E 13.0 26.6 346 Btuh 15 1, Clear, Metal, DEF W 23.2 26.6 617 Btuh 16 1, Clear, Metal, DEF W 9.3 26.6 247 Btuh 17 1, Clear, Metal, DEF W 9.3 26.6 247 Btuh 18 1, Clear, Metal, DEF W 9.9 26.6 263 Btuh Window Total 345 9188 Btuh Wails Type R -Value Area X HTM= Load 1 Concrete - Exterior 3.0 2109 6.7 14128 Btuh 2 Concrete - Adjacent 3.0 63 5.8 364 Btuh Wall Total 2171 14492 Btuh Doors Type Area X HTM= Load 1 Insulated - Exter 20 10.8 216 Btuh 2 Insulated - Adjac 18 9.4 166 Btuh Door Total 38 38213tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 19.0 2525 1.2 3030 Btuh Ceiling Total 2525 3030Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 223.0 ft(p) 18.6 4148 Btuh Floor Total 223 4148 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 23552(sgft) 157 3980 Btuh Mechanical 200 5060 Btuh Infiltration Total 357 9040 Btuh Subtotal 40280 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05 ) 2014 Btuh EnergyGauge® FLRCPB v3.22 T .L.-.v M-. a •^^^A M-L Manua! J Winter Calculations Residential Load - Component Details (continued) BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version NORT MIAMI, FL Climate: South 5112/2003 Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergvGauge@ FLRCPB v3.22 System Sizing Calculations - Summer Residential Load - Component Details BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version NORT MIAMI, FL Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 5/12/2003 Type Overhang Window Area(sgft) HTM Load Window Panes/SHGC/UAnSh/ExSh Ornt Len Hqt Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, DEF, N, N N 5 8.33 33.3 0.0 33.3 27 27 899 Btuh 2 1, Clear, DEF, N, N N 5 8.33 33.3 0.0 33.3 27 27 899 Btuh 3 1, Clear, DEF, N, N N 3 8.33 33.3 0.0 33.3 27 27 899 Btuh 4 1, Clear, DEF, N, N N 1 5 26.0 0.0 26.0 27 27 702 Btuh 5 1, Clear, DEF, N, N N 1 5 26.0 0.0 26.0 27 27 702 Btuh 6 1, Clear, DEF, N, N S 1 5 26.0 26.0 0.0 27 44 702 Btuh 7 1, Clear, DEF, N, N S 1 5 26.0 26.0 0.0 27 44 702 Btuh 8 1, Clear, DEF, N, N S 1 5 183 18.7 0.0 27 44 505 Btuh 9 1, Clear, DEF, N, N E 1 5 13.0 0.0 13.0 27 85 1105 Btuh 10 1, Clear, DEF, N, N E 1 3 6.7 1.1 5.6 27 85 507 Btuh 11 1, Clear, DEF, N, N E 1 5 13.0 0.0 13.0 27 85 1105 Btuh 12 1, Clear, DEF, N, N E 1 3 6.7 1.1 5.6 27 85 507 Btuh 13 1, Clear, DEF, N, N E 1 5 18.7 0.7 18.0 27 85 1551 Btuh 14 1, Clear, DEF, N, N E 1 5 13.0 0.0 13.0 27 85 1105 Btuh 15 1, Clear, DEF, N, N W 1 16.5 23.2 0.0 23.2 27 85 1972 Btuh 16 1, Clear, DEF, N, N W 1 5 9.3 0.0 93 27 85 791 Btuh 17 1, Clear, DEF, N, N W 1 5 9.3 0.0 9.3 27 85 791 Btuh 18 1, Clear, DEF, N, N W 1 4 9.9 0.0 9.9 27 85 841 Btuh Window Total 345 16284 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 3.0 2108.6 4.4 9362 Btuh 2 Concrete - Adjacent 3.0 62.8 2.2 137 Btuh Wall Total 2171.4 9499 Btuh Doors Type Area HTM Load 1 Insulated - Exter 20.0 10.6 212 Btuh 2 Insulated - Adjac 17.7 10.6 188 Btuh Door Total 37.7 400 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic /Dark 19.0 2525.0 2.3 5808 Btuh Ceiling Total 2525.0 5808 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 223.0 ft(p) 0.0 0 Btuh Floor Total 223.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 23552 137.7 2271 Btuh Mechanical 200 3300 Btuh Infiltration Total 338 1 5571 Btuh Internal Occupants Btuh /occupant Appliance Load ain 8 X 300 + 1200 3600 Btuh EnergyGauge® FLRCPB u3.22 Manual J Summer Calculations Residential Load - Component Details (continued) BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version NORT MIAMI, FL Climate: South 5/12/2003 Subtotal 41161 Btuh Duct gain(using duct multiplier of 0.10) Total sensible gain 45277 Btu Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 12858 Btuh Latent occupant gain (8 people @ 230 Btuh per person ) 1840 Btuh Latent other gain 0 Btuh TOTAL GAIN 59976 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF for default) (Irish - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Ornt - compass orientation) EnergyGauge@ FLRCPB v3.22 I1J�� N v �1 c�N 2I' A. r �, 1�oof �o�e 411 Re-j -- upl i-� P _ t , 7 o, P, - o, $) f u 114 - o, I . 544t5 +WA 'l- = 70 ►S Gabx if 4 !sl '40 x '2 o, x 'x 0, x �,'a- "] ► e00 k t s� ZIP _ P 4 cD. (S`' o e, 1 � 2 . \ AA 4 0 ,I2Sx 13, ��k _` Ito 2 1 , tJZ�3`, oal �n 44c 1 = 4;,,7c -Ms t 14,33 2, 42 0 ,211 x2,s 0, _ \1 M (p x L �,I� 4,fx t4,p) 54 114 w 'm W 01 L - p14+ K 14 -1,4 F= 0, 07 9 32 �, Sic f 4-+ 3 x 114 z - o 0 71 i z r �� 44 W ever Vorl 070 o GAKtrl L , &(L40 )t vl = o, r -4 o, Z2 x 5 2, ?S' k � =17� r . , "34- As = o+ 1 /fi- 4 c 12114-;�,r _ �- KOD _ d , ovlox 15, 5 6A = i F o, I t, WrD`�V_ Q No x 1.4 x a ' -b+ b7 �A6 = 1� � � '5¢x 1�2 � ii`� Nk 0/ Zt 11 Y, 20 1 4.0 F-= o, -o4- - W6 0, -'PL vim . IAA - �,S�x t x 1 3 1 l IZ F U►� cots '1 �S4- 22 - -- — x LOV o, "J 4 �,,,�,, j 4071',1+ 2$K 1i1 I 24, F o,1 w l l - _ to, to s kv _ o, Zi l x f . - 0 12 1 1 Wk 0 Z ` lr4 �' �, t X 4-,K 1 2 r7 S _ (07,5114 1 $ x l �,7� to, 2 t7 T 14 x 11, . x ll2zc, 005 � �► �31�s+ � 3 Tr � � � � D.G. Imo• - Miami Shores Village c 10050 N.E. 2nd Avenue �'" Miami Shores, FL 33138 -0000 ,... Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 1/20/2006 Expires: 08/2212006 Permit Number: BP2003 - 1605 Owner's Name: BRENDA WYSONG one: Permit Type: Roof Parcel #: 1132060135370 Work Classification: Roof - New Block: Lot: Job Address: 345 100 Street NE Section: PB: Miami Shores Village, FL 33138 - Contractor(s) Phone Primary Contractor Total Square Feet: 904.75 ARROW COMMUNICATION ENTERI 954 - 340 -2603 Yes Total Valuation: $ 4,800.00 Re uired Inspections Additional Information Tin Cap Type of Work: New Roof Additional Info: Hot Mop Classification: Residential Tile In Progress Up Lift Report Final Roof In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $3.00 RF -1 -06 -23551 $272.25 Education Surcharge $1.00 Total: Permit Fee - New Roof $250.00 Scanning Fee $12.00 Nov 0 9PAID Technology Fee $6.25 Total: $272.25 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature LAZARO A. ALONSO, P.E., P.L.S. 147 ALHAMBRA CIRCLE SUITE # 241 CORAL GABLES, FLA. 33134 PH. (305) 448 -4488 November 09,2001 Mr. George Wysong 345 NE 100th. Street Miami Shores,Fl. 33138 Ph. (305)216 =5820 INVOICE RE:JOB NO. 00 -7175 For survey updated and elevations at the above refrenced address TOTAL: $ 170.00 Capitalpne small business'" rn, f--E v AA- + Q IeJ P M p;� IMPORTANT: in these spaces, copy the corresponding information from Section A. For lnsurance Company Use:`; BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOY, NO. P.dlicy Number.,: 345 NE 100th. Street CITY STATE ZIP CODE - ompanyNAIC Number Miami Shores F1. 33138 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 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1, through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LJ -1 ft. (m) 1-1 -1 in. (cm) J above or 1J below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is IJJ ft. (m)1 (cm) above the highest adjacent grade. Complete Items C3_h and C3_i on front of form. E4. The top of the platform of machinery and /or equipment servicing the building is 1J -1 ft. (m) 1J_i in. (cm) jJ above or 1_._i below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes 1 No 1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledcLe. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1_1 Check here it attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1.1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A (without a FEMA - issued or community - issued BFE) or Zone AO. G3.1 I The following information (items G4-G9) is provided for community floodplain management purposes. ' G -0. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. 1_1 New Construction 1,_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft. (m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ft. (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 1 Check here if attachments :EMA Form 81 -31, January 2003 Replaces all previous itions Crown of road Elevation: FEDERAL. EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067 -0077 10.02 feet NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 9 - 7. SECTION A - PROPERTY OWNER INFORMATION 1 o�'lnsuranee Company:Use: : ; ' ; BUILDING OWNER'S NAME i'o)icyh)utnties George and Brenda M. Wysong -- BUILD114G STREET ADDRESS (including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE A14D SOX 140. Companyl AAIC E 100th. Street - CITY - STATE ZIP CODE Miami Shores Fl. 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tar. Parcel )dumber, Legal Description, etc.) E } Lot 18 and all of Lot 19,B1ock 39,Miami Shores Sec. 1,Amended,P.B. 10, 70,Dade Cty,Fl. BUILDING USE (e.g., Residential, Non- residential, Addition, Accessory, etc. Use a Comment- area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: {� GPS (type): ##Jff' or #t}. !) f� NAD 9527 "14AD 1983 I_I USGS Quad Map " Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. 14FIP COMMUNITY NAME & COMMUNrlY NUMBER OUNTY NAME STATE B2. C $3. Miami Shores 120653 Dad Fl. B9. JAAP AND PANEL I B8. SUFFIX 1 66. FIRM 114DEX 1 137. FIRM PANEL 88, FLOOD B9. BASE FLOOD ELEVATIONS) NUMBER DATE EFFECTIVEIREVISED DATE ZONES) (Zone AO, use depth of flooding) 12025CO093 J 07/17/95 03/02/94 1 X B9 D. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. 1_I FIS Profile IA I FIRIJ+ I—I Community Determined L_I Other (Describe): B9 9. Indicate the elevation datum used for the BFE in B9: 11_1 NGVD 9929 I_J NAVD 9988 I_J Other (Describe): B92. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes LXJ No Designation Date: N/A SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C 9 . Building elevations are based on: I — IConsrruction Drawings' L_jBuilding Under Construction" MjFinished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for u(hich this certificate is being completed - see pages 6 and 7. It no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A9 -A30, AE, AH, A (with BFE), VE, V9 -V30, V (with BFE), AR, ARIA, AR/AE, ARiA9 -A30, ARJAH, ARIAO Complete Items C3.a -i below according to the building diagram specified in Item C2. Slate the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion /Comments N/A Elevation reference mark used DCBM Does the elevation reference mark used appear on the FIRM? Yes I X j No • a) Top of bottom floor (including basement or enclosure) 10 66 ft-(m) • b) Top of next higher floor 11 71 ft -(m) a A • c) Bottom of lowest Horizontal structural member (V zones only) N/A _ ff.(m) o o `0 • d) Attached garage (top of slab) 9 . 54 ft-(m) � _ \�v ❑ e) Lowest elevation of machinery and/or equipment (A /C Unit) servicing the building (Describe in a Comments area.) 9 . 7 ft.(m) • f) Lowest adjacent (finished) grade (LAG) q . -5- ft-(m) z azaro D. Alotiso , P . S .3 . • g) Highest adjacent (finished) grade (HAG) 9 . 8 ft.(m) Land Surveyor No. 3590 11 hj No. of permanerii openings (flood vents) within 'I ft. above adjacent grade State of Florida ❑ i),Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION) D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certifythat the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. l understand that any talse statemerd may be punishable by fine or imprisonment under 98 U.S. Code Section 9009. CERTIFIER'S NAME Lazaro D. Alonso LICENSE NUMBER 3590 TITLE professional Surveyor and Mapper (P.S. �MPANY NAME UNITEC SUfRVEYING,INC. ADDRESS i4 bra Circle X1241 CITY Coral Gables STATE Fl. ZIP CODE 33134 SIGNATURE DATE June 22,2004 TELEPHONE (305)448 -9488 FEMA Form 89 , January 2003 See reverse side for continuation. Replaces all previous editions JOB .:0a -7175 LOCATION SKETCH scAC.E •r "= k 00 PLAN OF SURVEY SCALE 1 2 20 I F ©uHt� S' !Fourv.o3 /4 ?1PE i � � ` yr ✓-� -^- -. �` m T 3O 1 �y. C k-k A t V L t K tc, FC icim- O 4 t p � S o �o IJJ ' ` P i k "k �� o 4 � - 7 4 U 14 S - S Q N 1f,},iC3 s o r r-:- fit} M _ � 0 I LEGAL DES c CRIPTION:The East one half (0 of Lot 13 and all of T.,ot 19,Block 39,A.N APiENDED PLAT gs 1� F `pp" �;T OF MIAMI SHORES SECTION NO. %according to the Plat thereof as recorded in Plat Book: 10,Page 79 117 g��Y) m 11 ) a � of the Public Records of Dade County,Florida.- 3x1�g L0 s GENERAL NOTES g 31.4 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE.} 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED 0 1 ,g INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. € vt 1 S �Z 0' 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. tk 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. cp �9g I THIS PROPERTY IS rHIN T}IE LIMITS OF FLO Z F X Updated:November 09,2001 �.. r a j aw in o I A. 's, s u a •s t..acs, . .,Ak orneyS t e nsurance urn .,Inc., gmvRW0"W?Age,its Successors 0 /or Assigns DATE :April 10,2000 p `L �1 � Q (Si ,. � f X10 APPLICABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER. Ffl 'kA: 'O� \R' aJ .4 01 4 ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. =� � / "✓ ij.Sl PIP CERTIFIED TO:George K. and Brenda M. Wysong z 1 HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true z e I f and correct to the bast of my knowledge information and belief, as recently surveyed and ; *a cz� pk \)Ssv : 6F � �� platted under my direction, also that there are not above - ground encroachments other than «� p , — - those shown. This survey meets the minimum technical standards set forth by the Florida e Board of Land Surveyors pursuant to Chapter 61G17 -6 Florida trative SURVEYING,INC. Code,Section 472- 027,Florida Statutes ' - A " L.B. No. 3333 147 ALHAMBRA CIRCLE No. 241 LAZARO D. ALONSO CORAL GABLES, FLORIDA ,33134 PROFESSIONAL LAND SURVEYOR Phones (305) 448-9488 CERTIFICATE NO. 3590 THIS IS A BOUNDARY SURVEY STATE OF FLORIDA NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL t LAZARO A ALONSO, P.E., P.L.S. 147 ALHAMBRA CIRCLE SUITE # 241 CORAL GABLES, FLA. 33134 PH. (305) 448 -9488 July 22,2003 Mrs. Brenda M. Wysong 345 NE 100th. Street Miami Shores,Fl. 33138 Ph. (954)925 -5515 Ext. 27 I N V O I C E RE:JOB NO. 00 -7175 For survey updated at the above referenced address TOTAL: $ 120.00 4 Yl a sic R s e :00 -7175 LOCATION SKETCH SCALE -i'= X00' PLAN OF SURVEY SC ALE 1 ,ro ( �; �r „ >o - � w . t S. ( To v N ca �� Gov a Lf ` 4 P e oz. 9 ai c .� .. f ! Ln rl Y \3 LL E 0 r �- ! � �� (� `'- q + Z ��7 f0!`a 6a tt.� 1 '• �� 25 2'7 5 CJ` 75,C�a`•s N v� % t3 IL( 3 LEGAL DESCRIPTION:The East one half (2) of Lot 12 and all of Foot 19,Rlock 39 AN ATIENDED PLAT � - ((� � S � � hi E t CX� T 1 z- < Lo OF I,IIARII SHORES SECTION NO.1,according to the Plat thereof as recorded in Plat Boot: 10,Page 79 r"\ t cam., .� µ�� y IFL a of the Public Records of Dade County,Florida.- GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. �G� �9� 'L31) 4 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. L 3) (227) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. pN 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT ° Io, (o4M1 SECURED AS SUCH INFORMATION WAS NOT REQUESTED. Undated: JuJ_y 2, 2003 a0 t 5 THIS PROPERTY is rHI N TJiE LIMITS L02 Z E X Updated:November 09, 2001 , �. r f , - �y no 14- upaqc"Q QUO l� o a 1,.. ju <a s, 200f1 s u ca s �u .a s, .t ,,ra orneys ( e nsurance un ,inc., a 9c9P �`'^TAWO;WAge,its Slice ssors an c /or Assigns DATE :ADril 10, Fo'j C Jo �Q APPLICABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS. MUST BE CHECKED BY OWNER. CE '1 q"'r9 t ma ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. i" �1✓ 9'✓ qS) S 4 CERTIFIED TO:George K. and Brenda M. Wysong - ! 7 j E ocr � " ' • ° � �` _ � � �-� � 1 HEREBY CERTIFY. That the attached Plan of Survey of the above described property is true o and correct Y Y n information n and belief, as recent! surve ed and to the best of m knowledge, st o • e i Y 4s V�! T�� platted under my direction, also thatthere are not above - ground encroachments other than those shown. This survey meats the minimum technical standards set forth by the Florida E e Board of Land Surveyors pursuant -to Chapter 61G17- 6,F10rida tratiVet�*t: SURVEYINGJNC. Code,Section 472- 027,Florida Statutes. t q /, Vr- .,,-s ` s � L.B. No_ 3333 '5t_' 147 ALHAMBRA CIRCLE No. 241 LAZARO D. ALONSO CORAL GABLES, FLORIDA ,33134 PROFESSIONAL LAND SURVEYOR Phone: !3051 THIS IS A BOUNDARY SURVEY CERTIFICATE NU. 3590 ! t �-•°�, '"'° .�... � STATE OF FLORIDA a ,,, / ``-°•' (99 ., NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL „, �� , , _ <,��.4mt r J os :00 -7175 LOCATION SKETCH SCALE 1"S »0` PLAN OF SURVEY SCALE I "= 2 0 4 � , aF*� €nT in co Fo v nfq .t o---- t� Gov s� -5/ t? 1 P y.Z` c F3 c r t ti t h c F G L n € -7 ECfc �-- 1 I 4 a•3 C c�}5 f tom' fi3 ,' NI IC � 1 t� Cw t S'roR,r i C -.d -0 t Qtr 1_� ( L �z "A ' lg JI ; IL � - 7 S.0cy' 'c,n � , a � N c a • +ab..r •_•... �! •� Q 1 �. Ti o LEGAL DESCRIPTION:The East one half (2 of Lot 18 and all of t.,ot 1_9,Rlock 39,AN MENDED PLAT ��! � ;� �,�.tt� 3 E 1_,F_ 1Cx�"��_�- � < LO OF MIAMI SHORES SECTION NO.1,according to the Plat thereof as recorded in Plat Boot: 10,Page 70 � �,� ED r C, f 4 of the Public Records of Dade County,Florida.- ` t"(I� GENERAL NOTES IM 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED to INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. to 3) (222) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. PLIC -K u ,. 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. Updated: July e2, 2003 5 THIS PROPERTY IS WITHIN T11E LIMITS OF FLO Z IE X Updated :November 09,200] C C o /,.. Ju cacs, sq a cs tl.:acs, ,t� orneys t e ,, un tnc,, m fl I RM'^T:5� 11 90C T t ?Age,its Successors ana /or Assigns DATE :ADril 10,2000 APPLICABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS. MUST BE CHECKED BY OWNER.O � -•�. '✓ ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. CERTIFIED TO:George K. and Brenda M. Wysong - , - � � II 1 HEREBY CERTIFY: That the attached Plan of Survey of the abovrdescribed property is true c and correct to the hest of my knowledge, information and belief, as recently surveyed and » efiec "my- QSE-G ; y N'1 Sr �� platted under my direction, also that there are not aboveground encroachments other than T technical �y C J set forth b the Florida •, the 'imam those shown. ha sury meets mm Y � ey , Board of Land Surveyors pursuant to Chapter 61 G17- 6,Florida trative - ri' l �:5 IM ;� x,p� 1 -� +� �' t L �.., ' SIIRVEYING,INC. Code,Section 472- 027,Florida Statutes .- L.B. No_ 3333. 147 ALHAMBRA CIRCLE No. 241 LAZARO D. ALONSO r , r r CORAL GABLES, FLORIDA ,33134 PROFESSIONAL LAND SURVEYOR rJ Phone: (305) 448 -9488 CERTIFICATE NO. 3590 v \ THIS IS A BOUNDARY SURVEY STATE OF FLORIDA y ' ' ` NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL .. C; Z i D t J08 : 00 - 7175 LOCATION SKETCH SCALE -i'= 1Or)' PLAN OF SURV SCALE I ' 2� 4, 6 M 5G — 7 S.00 / jo 41 p t ;, c i zp - �) l �w� ';� � -- � .. � 4 a,3 �:3q 4� � �`� -Z$'� � o 0, 1 ;r 15'lJ> Lam!° t e O ' 2 oin 25u s o W 4 K 2"? S. 0' Ld v . s U. IOU i -- e ,�� tg,�� 1 P TO �y c. . LEGAL DESCRIPTION:The East otle 11,11f (2) of Lot 18 and all of Tot 1.9,Block 39,AN ArIENDED PLAT - - O s Lo OF MIAMI SHORES SECTION NO.1,according to the Plat thereof -)s recorded in Plat Boot; IO,Page 70 � � P,� � r . � 4 �, FL of the Public Records of Dade County,Florida.- g N Ln 0 .� � 3��3g3 GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. 5 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NG V DATUM. 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. U July 22,2003 5 THIS PROPERTY IS WI1rHIN THE LIMITS OF FLO Z E X Updated:November 09,2.001 gar c� awl M o I it.. " u�acs, sq a cs AM-,ICs, . .,Ek orneys t itl e tan ,Inc, ^ottge,its Sa2ccessors anc� /or lssigns DATE .C�►�ril 10,200 B Fa -''��' APPLICABLE ZONING, UNDERGROUND, ZONING AND BUILDING SET BACKS, MUST BE CHECKED BY OWNER, a0 \5e ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. ' -+`„ 9•� g5) CERTIFIED TO:George K. and Brenda M. Wysong �, �?C�' ` * ' • �vr� I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true c �1 ■ and correct to the best of my knowledge, information and be as recently surveyed and O N ! �� platted under my direction, also that there are not above - ground encroachments other than hfl T _ c those shown. This survey meets the minimum technical standards set forth by the Florida � � f E3 Board of Land Surveyors pursuant to Chapter 61G17- 6,Florida � �- Code ,S ection �P? C� �t ss �ti ^ L l I Section t SURVEYING,D±TC. > 472 -027 > Flori da Statutes R '� L.B. No. 3333 147 ALHAMBRA CIRCLE No. 241 :AZARO D. ALONSO CORAL GABLES, FLORIDA ,33134 PROFESSIONAL LAND SURVEYOR r '- . ' e°� - °E"T Phone: (3DS) 448 -9488 CERTIFICATE NO. 3590 " THIS IS A BOUNDARY SURVEY , S STATE OF FLORIDA 0 NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL .roe :0 -7175 T LOCATION SKETCH SCALE -1'= X00' PLAN OF SURVEY SCALE I= e- 0 ro 1ti SCE it _ s.� --^-- F° r D . 5 4� f ' t P E c k4 A i L- t iN K F e-, �4 c n- �-- .. 7 J �I, �gti (Pao)`1 Jw 1'Oc�sa,z , 1 9 1S` 4gLLE"ll t q ( fi fi E f i s I+ 2-7 S. b` �S.cx�' c� "n z a _ 4 - 't 0 C n 1�}a10' � � `T0 `I C• F- � LEGAL DESCRIPTION:The East one half (�) of Lot 13 and all of riot 19 Block 39 AN AMENDED PLAT � (�.lc � - � Lo j \ O0 Ira g 5 tai �- LO OF MIAMI SHORES SECTION NO.1,according to the Plat thereof as recorded in Plat Boot; 1.0,Page 7(1 of the Public Records of lade County,Florida.- GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED` INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY., 3) (2.22) DENOTES THOSE ELEVATIONS REFERRED TO NGV DATUM. M LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT 4aE o. �4 SECURED AS SUCH INFORMATION WAS NOT REQUESTED. Updated : July 22,2003 oo) 5 THIS PROPERTY IS I HIN THE LIMITS OF FLO ZIRE X Updated:November 09,2001 r O 1 1 L . I jUKtIC S , Esq 1 01K8CS OC Fine Insurance un .,Inc., '0 qSr ^,corw ?Age,its Successors and /or Assig ns LI DATE :F�pril 10,2R0� V 'Sao Fou rao Ll APPCABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS . MUST BE CHECKED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. ' CERTIFIED TO:George K. and Brenda M. Wysong M I HEREBY CERTIFY: That the attached Plan of Survey of the above described property is true o t� ■ and correet to the best of my knowledge, information and belief, as recently surveyed and » b E tt c k4 "p Iz. L USf G platted under my direction, also that there are not above -ground encroachments other than > those shown. This survey meets the minimum technical standards set forth by.the Florida +� Board of Land Surveyors pursuant to Chapter 61 G17- 6,Florida trative m» e t� t t�� S tt wSF ?t? 'Z =* t 1 SURVEYING,INC_ Code,Section 472- 027,Florida Statutes.- L.B. No. 3333 147 ALHAMBRA CIRCLE No. 241 LAZARO D. ALONSO CORAL GABLES, FLORIDA ,33134 PROFESSIONAL LAND SURVEYOR F" ,.; �` �"" ci Phone: (305) 448 -9488 CERTIFICATE NO. 3590 .. THIS IS A BOUNDARY SURVEY STATE OF FLORIDA - 0C 'T NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL C • 'p � UJ� � v IJc.� T nN RO1- u. C� rvJ4 ' my JVz*vMP4, ASC COM VCWAIII, 5yPosul-C I c l - 5m u � �� o Me�.j I�ao� �}� h - : ?(` A , /r �, 1�a G te 041— upbji-� 4q 7 5) 7 P4, f Oct �t j, pz 1 14 - o, t P U. I,a8xi,4- ! I 44 x t("Jg 1► bS`�` t Zt z. &061 h -m )e 4p J- j,,�f _a � ( 43 0 p �\/u AA 4)( = (Ao )c aJTd : Ot Z 1)� = lo, t K = �)( o, 9 <x o x bx 5,1 �,� e4 x tl112 ye 1 6 : W f ve_ 1, obd l - Iq = d, t2Sx l 43 x a, s� 13,2' l _ 2�84o Uro�, -� o I Sr in 0 , 1��c o,Zt 13.3-5 %'� � t 4Q`'12, a Ut Z( li 1 P w ,14�33� = � 74 1 W =.N 0.211x4. o, _ W rwu = 0 Z. - Al 4+ K 0,07 9.�a A I ICK 19,4 4� 1 to-071 + 071 l , of i z 44 W coil -, 70 / o -2 o,ZZ x � 2,�5` = tZ�� ,ov34, ! ©� t7 In /f P �- KODF— j9, v&lox 115 =o, W *W- 4 al x1 , 4 x 6 , =b, C7 6.J s fZ�, F -_ � ►I� I'M _ O�ZI `t X �,�I =i0s+ 1 _ 54 x 1 4- X1,1 ^'� -? 1 Z N -= 46z, �IoZ� .1 �Zb ih 2T Y, to ' !� ► -� l¢�� -' o,?o --, .y = n,7 r - '--U Ih \I� ! �515¢ x i m x L 41 ;0 ..&-- :� �5 e, Tw I I ZZo PIT ur►JW 4014 S4- 22 _ 'Z6 K 1 � Col. - o l 1 Z ° � ►u' /� 15, it1, .. t 3 x ----✓ 2 t� K y�Na hvpivo�j - 3 3 , 7 ; o 14'r- Sit 1 8, c� t�, S, tod i2 4, O, t (o WA 11 - '�_ _ _ = i f 107 Sw Z-0,211 Z Ir4 x,1 x �rx I Z. ? _ t7 T lc *s & 14 )< IZ ,O K } X im Z 1 & ?r ) = V,VL �' - 0105 r . t Miami Shok -Villa e g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. -4 3 c-MA PERMIT APPLICATION Master Permit N o. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Title o der } A 44 Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) TES /°� IQ City Miami Shores Villaue County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Arro k L Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Erigineer's Name (if applicable) Phone # $ Value of Work For this Permit S a ,ro Square Footage Of Work: Type of Work: Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: d Submittal Fee $ 5 Permit Fee $ , S CCF $ 0 CO /CC Notary $ � Training/Education Fee $ " 2 Technology Fee $ Scanning $ — Radon $ o Zonin 90 Bond 36b Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ I . n A D (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 reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 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: 1 9 Plans Examinee Engineer Zoning Cho 05/13/03 W&V� �i - MWA 'r _ tf WAR�' :. r j r 0 3 �� 1 c� CRITIQ E SHEET - Z JOB ADDRESS PERMIT NO. APPLICANT ADDRESS: PHONE # MIAMI SHORES VILLAGE ` APPUCA'RON 0/ 71 a BUILDING ! ZONING DEPARTMENT'' SECTION BY DATE SHEET , ' ..OF • • ZONING MISCELLANEOUS ELECTRICAL MECHANICAL • PLUMBING FIRE PUBLIC WORKS ' STRUCTURAL BWLDING OFFICIAL • t. Subject to compganca vtth id Fadar4 State, County. Vasp Mas 91A cogutaUW -% VOLA04 U VIRM no tesponsthVity tot accucacy otter results tray ?-cj © �Nt�ra I is ��r�°b > s. 2. This copy of plans must be svallabla of y r6r tsuadin9 site at no Inspection tvtii be oaaductad y .D ra DATE �UJVIaNy ' COMMENTS INITIALS a1Ce 57- /1 CF ,01 7a/V ,6— J evp jq ea 4 O+z S LV5 IJVT/ I 'c'� c-� c'� 7`5 C �f� � males Y, tro y v � � � sw 6 - ,�f z b (d(" * 5i, � rr� �llrv Shores Villa e Acam�. Sh g ' � � Building Department _ ... 1005ox.E2ndAve= • 3 - D— Miami Shores, Florida 33138 Te1:PO5 7 756.897 • J�� arc: (30� 56.8972 Nridt No: 3 jLck ct (` BMDR CRM SHEET ��19 { xx L� VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A. MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMQ,VE BACK SHEET CONTAINING BUILDING DEPARTMENT-'AND COUNTY STAMPS. C. RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A. HIGHLIGHT ALL CORRECTIONS ON PLANS. • Miami Shores Village Building Department 10050 NY -2nd Avenue Miami Shores, Florida 33138 Tel: 1305) 7952204 Fax: (305) 756.8972 Permit Noy .. _ V -'JobWame �C y BInD]NG CRITIQUE SHEET OA M 7�V 9-Le4 CW4L a d V f If C rqL -N v - • - 0 t /J P '•. a PD �� Miami Shores Village s Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. - 3— J 7 Job Name STRUCTURAL CRITIQUE ET /0+ L - �. I P- . 4 e1z. Lwey OOL d - -" 5 ,41, 0-0 f -M L�E V -k 16 Z� A&W S a4e ::ik � IVA. tdv `7 Cep® tk A0 5 e2el-o' It-AAF— ZOO Sao A17 If DAM S r- rr® , ' j I � I, / 1 i 4 IZWNV C MA F 1 W. 4 "1 OM I F a MA, SWAM W, - �_ • ' // Ao P Ar . SNP s h RECE PERNIIT APPLICATION AU 2 6 2003 Master Permit No. ` 1 3go o - ---- ° Subsidiary Permit No. - p RIDA - - - -° INSTRUCTIONS - The following steps must be taken to obtain a perinit from the Nliami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted I along with this permit application. l Step Z Submit the completed application with all necessary documents to the Building, Planning and Zohing Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: 1 O 0 zi t Address Apt. City Statue -' A z i ip �O Folio Number Y bescription of Work Lot ar eas} % z ® I $ Block j! j Subdivision PB PG Zoning Linear Feet Current Use of Proper i Square Feet Units Floors Proposed Use of Property Value of Work i 2 Z ' 0 Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE ✓ PERMIT CHANGE (✓) TYPE OF MANAGEMENT ( ✓ ) BuRding Ch g. Contractor New Construction Enclosure Electrical Renewal Alteration Exterior Repair Mechanical Revision Alteration Interior Demolish ` Plumbing Extension Relocation of Structure Shell Onl LPG% Supplement Foundation Onl Add'1 Attachment Roofing Reins lion Other Add'I Detachment Fence Other Other 1 (� ARCHITECT Name ! �C Name d License No. ;ff� G License No. Add ress e.0 � ` �, 0 � OL � ,4 � Address /41 ( -L ✓a- 3l -r " Telephone 0S- A 7 70C Telephone Fa, � ^ Fax PROPERTY OWNER - CONTRACTOR Name / eo 3 Name 90 Address 3A S oU F— 1 ,:kd License No. � 1� i Li YY\ 6 Sh o�S 3 3 1 7J Address l °, � �7 �v 1 ,W al Home Telephone 1 L 121) F L Business Telephone Telepho °. a Fax �s4 q31 zo 2Z6 3 Fax - Qualifier Name IL Page 2 PERAHT APPLICATION INIPOIUANT NOTICES 9 I. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 am. t to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION frce from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the sheeUsidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 's 6. PORTABLE TOILETS for a construction site require a separate permit. ; 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read careftilly. 6 Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am frilly aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for a improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1 Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, OUNTY OF MIAMI -DADE STATEQF FLORIDA, C O MIAMI -DADE Si of er �Si of Con for / pejaeilo I J \l 1 /z k Print Name ,r / dlr Print Name ✓�� 3r Sworn-to and subscri before me this day of Sworn to an subscribed before me this day of k Signature of Notary Pu c - IS 1W Signature of No - DONNA SHERLOC 'r "Ni DONNA ANeRLOCK € SEAL: a' p�J N - State o F,�lue SEAL: d' NatNry Rum - of Flue • Jun 024013 Ga�atlealan 0 00127889 �? •a Corarnlasi®n 4 00127684 ftR By Naftanal notary Assn. '�".. Bonded B National Notary Assn. Personally known - den ' ca n Personally knows OR, Produced I ation Type of Identification Produced: Type of Identification Produced: h a Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. QTY. T QTY. TYPE QTY. Minimum Fee Dryer Outlet, Appliance Service Repair A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4-7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Rangentange Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (pMH) Temp Serv, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Demolition Low -volt, Intercom/Teleph. Repair Circuits Dishwasher Low -volt, Television Service, Number of Amps MECHANICAL QTY. TYPI", QTY. TYPE TYPE QTY. I Minimum Fee Condensate Drain Generator Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/VVm. Tons Dryer Vents, Number of Mut Booth Ventilation, Cast Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System ProcesslPressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure vessel PLUMBING Pu QTY. TYPE Q PE QT A/C. Condensate Drains, Roof Miscellaneous Fixture Soakage Pit Bath Tub Drinldng Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4 Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re-pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY DATE: Page 4 PER ffr APPLICATION OFFICE USE ONLY CIIECKLIST ❑ OWNER - BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT ❑ HRS / DERM APPROVAL ❑ BPR APPROVAL (Restaurants) APPROVAL (Commercial / (Septic / Sewer) multi- family) ❑ CONCURRENCY ❑ H PACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (New Construction) (On File) v i ❑ OTHER ❑ OTHER (Specify & Attach) (Specify & Attach) PERMIT FEES i $3.00 per page (Scanning Fee) $, pQrC� Miami Shores Village $ ' Y ' Bond $ Metropolitan Dade County (C.C.F.) $ (sq.ft. = x/1000 x 0.60) Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) $ (Q.01 /sq.ft.) Code Enforcement Fine $ Zoning Review $ TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY. DATE: SECTION BY D ATE, Zonin Electrical Mechanical I F. r".0 Plumbin Fire Public Works Structural x4 2b Building Official 10" 4 NO Revised July 2001 10050 N.E. 2 AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com STATE OF FLORIDA CENTRAX #: 13 -3G -27347 DEPARTMENT OF HEALTH DATA• R,AI11: • • • • • • ONSITE SEWAGE TREATMENT AND DI' 0 YS M FEE: P a $• • • • • ��. CONSTRUCTION PERMIT REC1:IP& •ti • • • • • • OSTDSNBR 05-3883--N CONSTRUCTION PERMIT FOR: . • • • • • • • • [ X ]New System [ ]Existing System [ ] 1 ] Innovative btrier F NA ]Repair [ ]Abandonment [ ] o ] .. . • • •• ••. . APPLICANT: Wysong III, George AGENT: 3R0890743, PONDER WALE! QE !•• • • • • •• • •• • • • • • ••• •• PROPERTY STREET ADDRESS: 345 NE 100 3t Miami FL 33138 17-3 � , LOT: 18 BLOCK: 39 SUBDIVISION: Miami Shores No. 1 D ® " [Section /Township /Range /Parce ! No0tg 1 6 200 l I PROPERTY ID #: 11- 3206 - 013 -5370 [OR TAX ID NUMBER] 99 co SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1050 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] A [ 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] N F LOCATION TO BENCHMARK: Tov of Bottom Floor EL: 11.3 NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 21.6 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 51.6 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT L D FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: 1 - Install 1050 gal. category -3 septic tank equipped with an approved filter. 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 571 of of drainfield in bed configuration. 4 - Install 42" of slightly limited soil under the bottom of drainfield. 5 - Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed. 6 - Invert elevation of drainfield to be no less than 7.5' NGVD. 7 - Bottom of drainfield elevation to be no less than 7.0' NGVD. 8 - Contractor to provide copy of elevation certificate upon inspection. SPECIFICATIONS BY: He beck, N: as - TITLE: �h APPROVED BY: He back, Ni TITLE: Dade CHD DATE ISSUED: 9/22/06 EXPIRATION DATE: 3/22/08 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 001 - 4016 -0) [ostds — cons - 4016 -1] Page 1 of 2 ® STATE OF FLORIDA CENTRAX #: 13 -SG -27347 DEPARTMENT OF HEALTH i• ©LTb Q0•:i050- 8 -N ONSITE SEWAGE DISPOSAL SYSTEM • • • • • rya • • • We SITE EVALUATION AND SYSTEM SPECIFICATIONS D E: , 1� •:• n OCT 16 200 Il,. APPLICANT: Wysong III, George •• " • •• 0 • • o AGENT: WALLACE PONDER, WALLACE PONDER, SEPTIC TANK CO " "" ' " "' " SiZ0890743 LOT: 18 BLOCK: 39 SUBDIVISION: Miami Shores No. 1 ID #: •11.32066-013 - 5394 •• • ••• • • • • •• • TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAT, EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [XI YES [ ]NO NET USABLE AREA AVAILABLE: 0.20 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 11 AUTHORIZED SEWAGE FLOW: 500 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1143 SQFT UNOBSTRUCTED AREA REQUIRED: 1143 SQFT BENCHMARK /REFERENCE POINT LOCATION: Top of Bottom Floor EL: 11.3' NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 21.60 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X ]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON- POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 3 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SITE ELEVATION: 10 FT NGVD SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth Munsell # /Color Texture Depth 9 nVR -1; 41 -air Sand n to 1_2 1 nyR -S /] -ay Q nd O to 12 9 nvR- 6/2 -T. R - Sand 12 tO 72 9 nPR -6/2 -L R GY Sa-nd 12 to to to to to to to to to to to to to USDA SOIL SERIES 15 Urban land USDA SOIL SERIES 15 Urban land OBSERVED WATER TABLE9 INCHES [ BELOW ] EXISTING GRADE TYPE: [PERCHED ] ESTIMATED WET SEASON WATER TABLE ELEVATION INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: Replacement/0.70 DEPTH OF EXCAVATION: INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: SITE EVALUATED BY Teresa Solomon DATE: 7/24/06 DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 003 - 4015 -1) [ostds_eval_4015 -3] Page 3 of 3 FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A 'Project Name: MRS. BRENDA VWYSON RESIDENCE Builder Address: 345 NE 100 ST Permitting Office: 010M/ ' sAbMs City, State: NORT M Permit Number. 00 Z�? Owner. BRENDA ,, Jurisdiction Number. Climate Zone: South 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 53.5 kBtu -hr - 3. Number of units. if multi - family 1 - SEER- 12.00 - 4. Number of Bedrooms 4 _ b. Central Unit Cap: 23.2 kBtu - hr - 5. Is this a worst case? No - SEER 11.20 - 6. Conditioned floor area (ft=) 3277 fie c. NA - 7. Glass area & type Single Pane Double Pane - - a. Clear glass. default U- factor 396.0 ft= 0.0 ft' - 13. Heating systems b. Default tint 0.0 ft- 0.0 ft= - a. Electric Strip Cap: 342 kBtu - c. Labeled U or SHGC 0.0 ft- 0.0 fF COP: 1.00 _ 8. Floor types - b. Electric Strip Cap: 25.6 kBtu%hr - a. Slab-On -Grade Edge Insulation R=0.0. 242.0(p) ft - COP: 1.00 - b. N-A - c. NA - c. NA - 9. Wall types - 14. Hot water systems a. Concrete. Int Insul. Exterior R= 3.0.2520.0 IP - a. Electric Resistance Cap: 66.0 gallons b. Concrete. Int Insul. Adjacent R= 3.0.257.2 W - EF: 0.89 - c. NA _ b. NA - I d. NA _ - e. NA c. Conservation credits - 10. Ceiling types - (HR-Heat recd mrc. Solar a. Under Attic R= 19.0.2355.0 W - DHP Dedicated heat pump) b. Under Attic R= 30.0.589.0 ft= _ 15. HVAC credits PT. - c. NA (CF- Ceiling fan CV -Cross ventilation 11. Ducts _ HF -Whole house fan. a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0.180.0 il - PT- Programmable Thermostat. b. NA MZ- C- Multizoae cooling. MZ- H- Multizone heating) Glass /Floor Area: 0.12 Total as -built points: 44796 PAS Total base points: 50142 ` I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this � Energy Code. calculation indicates compliance with the Florida Energy Code. " w dw= PREPARED BY: Before construction is completed DATE this building will be inspected for g I hereby certify that thi buildin , as designed, is in compliance with Section 553.908 compliance with the Florida Ene Florida Statutes. OWNER/AGENT: BUILDING OFFIC DATE: tr' DATE: lO y2 EnergyGauge® (Version: FLRCPB v3.30) , FORM 600A 2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT # BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 3277.0 32.50 19170.5 Single, Clear N 1.0 5.6 26.0 36.46 0.97 921.0 Single, Clear N 1.0 5.6 26.0 36.46 0.97 921.0 Single, Clear N 1.0 15.3 14.2 36.46 1.00 515.7 Single, Clear N 1.0 6.0 9.3 36.46 0.98 330.9 Single, Clear N 1.0 6.0 9.3 36.46 0.98 330.9 Single, Clear S 1.0 5.0 26.0 66.93 0.92 1609.0 Single, Clear S 1.0 5.0 26.0 66.93 0.92 1609.0 Single, Clear S 1.0 5.0 18.7 66.93 0.92 1157.2 Single, Clear S 1.0 5.0 9.9 66.93 0.92 612.7 Single, Clear S 1.0 5.0 9.9 66.93 0.92 612.7 Single, Clear E 1.0 5.0 13.0 78.71 0.95 972.9 Single, Clear E 1.0 3.0 6.7 78.71 0.86 451.9 Single, Clear E 1.0 5.0 13.0 78.71 0.95 972.9 Single, Clear E 1.0 3.0 6.7 78.71 0.86 451.9 Single, Clear E 1.0 16.6 23.2 78.71 1.00 1819.5 Single, Clear E 5.0 9.0 33.3 78.71 0.71 1849.9 Single, Clear E 5.0 9.0 33.3 78.71 0.71 1849.9 Single, Clear W 1.0 5.0 13.0 70.53 0.95 872.2 Single, Clear W 1.0 19.0 13.3 70.53 1.00 937.0 Single, Clear W 1.0 19.0 33.3 70.53 1.00 2342.5 Single, Clear W 1.0 19.0 13.3 70.53 1.00 937.0 Single, Clear W 1.0 6.0 9.3 70.53 0.97 637.0 Single, Clear W 1.0 6.0 9.3 70.53 0.97 637.0 As-Built Total: 396.0 23351.7 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 257.2 1.00 257.2 Concrete, Int Insul, Exterior 3.0 2520.0 2.70 6804.0 Exterior 2520.0 2.70 6804.0 Concrete, Int insui, Adjacent 3.0 257.2 1.30 334.3 Base Total: 2777.2 7061.2 As-Built Total: 2777.2 7138.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.7 2.60 46.0 Exterior insulated 20.0 6.40 127.9 Exterior 20.0 6.40 127.9 Adjacent Insulated 17.7 2.60 46.0 Base Total: 37.7 173.9 As43ui1t Total: 37.7 173.9 EnergyGaugeg DCA Form 600A -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3.30 FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT # BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Pokft Under Attic 2944.0 2.80 8243.2 Under Attic 19.0 2355.0 3.72 X 1.00 8760.6 Under Attic 30.0 589.0 277 X 1.00 1631.5 Base Total: 2944.0 82432 As -Buift Total: 2944.0 10382.1 FLOOR TYPES Area X BSPM = Points Type R Value Area X SPM = Points Slab 242.0(p) -20.0 4840.0 Slab -On -Grade Edge Insulation 0.0 242.0(p -20.00 4840.0 Raised 0.0 0.00 0.0 Base Total: - 4840.0 As-Buift Total: 242.0 4840.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3277.0 18.79 61574.8 3277.0 18.79 61574.8 Summer Base Points: 91383.6 Summer As -Built Points: 97790.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 97790.9 0.698 (1.067 x 1.165 x 0.90) 0.284 0.950 20600.9 97790.9 0.302(1.00 x 1.165 x 1.00 0.304 0.950 %71.6 91383.6 0.4266 38984.2 97790.9 1.00 1.119 0.290 0.950 30142.2 EnergyGaugelm DCA Form 600A -2001 EnergyGauge@)tF1aREV2001 FLRCPB v3.30 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT* BASE AS -BUILT F PES ditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Point .18 3277.0 2.36 1392.1 Single, Clear N 1.0 5.6 26.0 6.03 1.00 156.1 Single, Clear N 1.0 5.6 26.0 6.03 1.00 156.1 Single, Clear N 1.0 15.3 142 6.03 1.00 85.6 Single, Clear N 1.0 6.0 9.3 6.03 1.00 55.9 Single, Clear N 1.0 6.0 9.3 6.03 1.00 55.9 Single, Clear S 1.0 5.0 26.0 4.49 1.01 117.6 Single, Clear S 1.0 5.0 26.0 4.49 1.01 117.6 Single, Clear S 1.0 5.0 18.7 4.49 1.01 84.6 Single, Clear S 1.0 5.0 9.9 4.49 1.01 44.8 Single, Clear S 1.0 5.0 9.9 4.49 1.01 44.8 Single, Clear E 1.0 5.0 13.0 4.77 1.02 63.0 Single, Clear E 1.0 3.0 6.7 4.77 4.03 32.9 Single, Clear E 1.0 5.0 13.0 477 1.02 63.0 Single, Clear E 1.0 3.0 6.7 4.77 1.03 32.9 Single, Clear E 1.0 16.6 232 4.77 1.00 1112 Single, Clear E 5.0 9.0 33.3 4.77 1.05 167.5 Single, Clear E 5.0 9.0 33.3 4.77 1.05 167.5 Single, Clear W 1.0 5.0 13.0 5.49 1.00 71.3 Single, Clear W 1.0 19.0 13.3 5.49 1.00 73.1 Single, Clear W 1.0 19.0 33.3 5.49 1.00 182.7 Single, Clear W 1.0 19.0 13.3 5.49 1.00 73.1 Single, Clear W 1.0 6.0 9.3 5.49 1.00 51.0 Single, Clear W 1.0 6.0 9.3 5.49 1.00 51.0 As -BulFt Total: 396.0 2039.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 257.2 0.50 128.6 Concrete, Int Insul, Exterior 3.0 2520.0 1.20 3024.0 Exterior 2520.0 0.60 1512.0 Concrete, Int Insul, Adjacent 3.0 257.2 0.50 128.6 Base Total: 2777.2 1640.6 As43uitt Total: 2777.2 3152.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.7 1.30 23.0 Exterior Insulated 20.0 1.80 36.0 Exterior 20.0 1.80 36.0 Adjacent Insulated 17.7 1.30 23.0 Base Total: 37.7 59.0 As-BuHt Total: 37.7 59.0 EnergyGauge® DCA Form 6MA -2001 EnergyGauge®/FlaRES'2001 FLRCPB x/3.30 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT#: BASE AS- BUILT CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2944.0 0.10 294.4 Under Attic 19.0 2355.0 0.14 X 1.00 329.7 Under Attic 30.0 589.0 0.10 X 1.00 58.9 Base Total: 2944.0 294A As -Built Total: 2944.0 388.6 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 242.0(p) -2.1 -508.2 Slab -On -Grade Edge Insulation 0.0 242.0(p -2.10 -508.2 Raised 0.0 0.00 0.0 Base Total: -508.2 As43tM Total: 242.0 45082 INFILTRATION Area X BWPM = Points Area X WPM = Points 3277.0 -0.06 - 196.6 3277.0 -0.06 -196.6 Winter Base Points: 2681.2 Winter As -Built Points: 4954.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Paints Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 4954.4 0.572 (1.085 x 1.137 x 0.91) 1.000 0.950 3019.7 4954.4 0.428(1.00 x 1.137 x 1.00) 1.000 0.950 2264.1 2681.2 0.6274 1682.2 1 4954.4 1.00 1.123 1.000 0.950 5283.8 EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge@NFIaRES'2001 FLRCPB v3.30 FORM 600A 2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT # BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2369.00 9476.0 66.0 0.89 4 1.00 2342.38 1.00 9369.5 As-Bullt Total: 9369.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 38984 1682 9476 50142 1 30142 5284 9370 44796 PAS 0 S Q �` b f � EnergyGaugeTm DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 345 NE 100 ST, NORT MIAMI, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windom & Doors 606.1.ABC.1.1 Maximum:.3 ctintag.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joirds between exterior wall panels at comers; utility penetrations; between wall Panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous 'Infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1 ABC.1.2.2 Penetrations/opentngs >1 /8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps In gyp board & top plate; attic access. EXCEPTION: Frame celtings where a continuous infiltration barrier is installed that is sealed at the perimeter at penetrations arid seams. Recessed Lighting Fbdures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, Installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from C._. conditioned space, tested. Mu"ory Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional infiltration refits 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES Imust be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff must be provided. External or buift4n heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficienewv of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 aallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance writh the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602-1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. EnergyGauge'rm DCA Form 600A -2001 EnergyGauge§/FIaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.4 The higher the score, the more efficient the home. BRENDA WYSON, 345 NE 100 ST, NORT MIAMI, FL, 1. New construction or existing Addition - U. Cooling systems 2. Single family or multi- family Single family _ a. Central Unit Cap: 53.5 kBtwhr _ 3. Number of units. if multi- family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. Central Unit Cap: 23.2 Wtu hr 5. Is this a worst case? No _ SEER 1120 _ 6. Conditioned floor area (W) 3277 W c. NA _ 7. Glass area & t%W Single Pane Double Pane - a. Clear -single pane 396.011= 0.0 fl= _ 13. Heating systems b. Clear - double pane 0.0 fi= 0.0 fl' _ a. Electric Strip Cap: 34.2 kBtu w _ c. Tint other. SHGC - single pane 0.0 W 0.0 W _ COP: 1.00 d. Tint other SHGC - double pane b. Electric Strip Cap: 25.6 kBtu hr _ 8. Floor types _ COP: 1.00 a. Slab -On -Grade Edge Insulation R=0.0.242.0(p)13 _ c. N _ b. NA _ c. N A 14. Hot rater systems 9. Wall types _ a. Electric Resistance Cap: 66.0 gallons _ a. Concrete. Wt Insul. Exterior R= 3.0.2520.0 W _ EF: 0.89 _ b. Concrete. Int Insul. Adjacent R=3.0.257.2 8= _ b. N A _ c. NA d. NA _ c. Consenation credits _ e. N•A (HR -Heat recover; Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R= 19.0.2355.01}= _ 15. HVAC credits PT. b. Under Attic R= 30.0.589.0 W _ (CF- Ceiling fan. CV -Cross ventilation. c. N.A HF -Whole house fan. 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0.180.0 $ _ MZ- C- Multizone cooling. b. NA MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energ% saving features A will be installed (or exceeded) s in this home before final inspection. Otherwise. a new EPL Disptky Card will be completed a O O`aA based on installed Code compliant features. Builder Signature: Date: Address of New Home: Citv/FL Zip: WE ' QTE: The home's estimated energy performance Score i s otr myailable through the FL4 RES cornmiter program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EP.4 DOE Energv&d9 designation), your hone may guali fv for energy off cie ttcl mortgage (EF-AD incentives i f vote obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3216-38-1492 or see the Energy Gouge web site at infir fsec. ucf edu for in fortnation and a list of certified Raters. For information about Florida's Enetgt Eff ciencv Code For Building Construction, contact the Department of Cotnnnnrin 1 1 f4 q.**y-tersion: FLRCPB -3.30) Residential System Sizing Calculation Summary BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version NORT MIAMI, FL Climate: South 7/ 5,12nQ5 Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb Humidity difference 5 r. Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 49492 Btuh Total cooling load calculation 62587 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip) 120.8 59790 Sensible (SHR = 0.7) 115.3 53690 Latent 143.6 23010 Total 122.5 76700 WINTER CALCULATIONS Winter Heatin Load for 3277 ft Load component Load' Window total 396 sqft 10535 Btuh Wall total 2777 sqft 18376 Btuh Door total 38 sqft 382 Btuh Ceiling total 2944 sqft 3297 Btuh Floor total 242 ft 4501 Btuh Infiltration 397 cfm 10044 Btuh Subtotal 47136 Btuh Duct loss 2357 Btuh 7%, TOTAL HEAT LOSS 1 49492 Stuh SUMMER CALCULATIONS Summer Cooling Load for 3277 sq ft Load comp onent Load Window total 396 sqft 14199 Btuh Wall total 2777 sqft 11749 Btuh Door total 38 sqft 400 Btuh Ceiling total 2944 sqft 6241 Btuh Floor total 0 Btuh Infiltration 372 cfm 6144 Btuh ' x ., macs�u,ce9c� ,.," ce�sc,ox) Internal gain 3600 Btuh Subtotal(sensible) 42333 Btuh DWASCM, Dud gain 4233 Btuh Total sensible gain 46567 Btuh Latent gain(infiltration) 14180 Btuh E Latent gain(internaq 1840 Btuh nergyGauge@ e" s¢ing �s cc Manual J. Total latent gain 16020 Btuh PREPARED BY: TOTAL HEAT GAIN 62587 Stuh DATE: EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Summer Residential Load - Component Details BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version NORT MIAMI, FL Climate: South Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F 7/15/2005 Type Overhang Window Area(sgft) HTM Load Window Panes/SHGC/UAnShtExSh Omt Len H Gross Shaded Unsha Shaded Unshaded 1 1, Clear, DEF, B, N N 1 5.58 26.0 0.0 26.0 18 18 468 Btuh 2 1, Clear, DEF, B, N N 1 5.58 26.0 0.0 26.0 18 18 468 Btuh 3 1, Clear, DEF, B, N N 1 15.2 14.2 0.0 14.2 18 18 256 Btuh 4 1, Clear, DEF, B, N N 1 6 9.3 0.0 9.3 18 18 167 Btuh 5 1, Clear, DEF, B, N N 1 6 9.3 0.0 9.3 18 18 167 Btuh 6 1, Clear, DEF, B, N S 1 5 26.0 26.0 0.0 18 28 468 Btuh 7 1, Clear, DEF, B, N S 1 5 26.0 26.0 0.0 18 28 468 Btuh 8 1, Clear, DEF, B, N S 1 5 18.7 18.7 0.0 18 28 337 Btuh 9 1, Clear, DEF, B, N S 1 5 9.9 9.9 0.0 18 28 178 Btuh 10 1, Clear, DEF, B, N S 1 5 9.9 9.9 0.0 18 28 178 Btuh 11 1, Clear, DEF, B, N E 1 5 13.0 0.0 13.0 18 52 676 Btuh 12 1, Clear, DEF, B, N E 1 3 6.7 1.1 5.6 18 52 312 Btuh 13 1, Clear, DEF, B, N E 1 5 13.0 0.0 13.0 18 52 676 Btuh 14 1, Clear, DEF, B, N E 1 3 6.7 1.1 5.6 18 52 312 Btuh 15 1, Clear, DEF, B, N E 1 16.5 23.2 0.0 23.2 18 52 1206 Btuh 16 1, Clear, DEF, B, N E 5 9 33.3 5.3 28.0 18 52 1551 Btuh 17 1, Clear, DEF, B, N E 5 9 33.3 5.3 28.0 18 52 1551 Btuh 18 1, Clear, DEF, B, N W 1 5 13.0 0.0 13.0 18 52 676 Btuh 19 1, Clear, DEF, B, N W 1 19 13.3 0.0 13.3 18 52 693 Btuh 20 1, Clear, DEF, B, N W 1 19 33.3 0.0 33.3 18 52 1732 Btuh 21 1, Clear, DEF, B, N W 1 19 13.3 0.0 13.3 18 52 693 Btuh 22 1, Clear, DEF, B. N W 1 6 9.3 0.0 9.3 18 52 484 Btuh 23 1, Clear, DEF, B, N W 1 6 9.3 0.0 9.3 18 52 484 Btuh Window Total 1 396 1 14199 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 3.0 2520.0 4.4 11189 Btuh 2 Concrete - Adjacent 3.0 257.2 2.2 561 Btuh Wall Total 2777.2 11749 Btuh Doors Type Area HTM Load 1 Insulated - Exter 20.0 10.6 212 Btuh 2 Insulated - Adjac 17.7 10.6 188 Btuh Door Total 37.7 400 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic/Dark 19.0 2355.0 2.3 5416 Btuh 2 Under Attic/Dark 30.0 589.0 1.4 825 Btuh Ceiling Total 2944.0 6241 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 242.0 ft(p) 0.0 0 Btuh Floor Total 242.0 0 Btuh EnergyGauge@ FLRCPB v3.30 Manual J Summer Calculations Residential Load - Component Details (continued) BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version NORT MIAMI, FL Climate: South 7/15/2005 Infiltration Type ACH Volume CFM= Load Natural 0.35 25493 172-4 2844 Btuh Mechanical 200 3300 Btuh Infi ration Total 372 644 Btuh Internal Occupants Btuh /occupant Applian Load ain 8 X 300 + 1200 ce 3600 Btuh Subtotal 42333 Btuh Duct gain(using duct multiplier of 0.10) 4233 Btuh Total sensible gain 46567 Stuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 14180 Btuh Latent occupant gain (8 people @ 230 Btuh per person) 1840 13tuh Latent other gain 0 Btuh TOTAL GAIN 62587 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF for default) (InSh - Interior shading device: none(N), Blinds/)aperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Omt - compass orientation) EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version NORT MIAMI, FL Climate: South Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F 7/15/2005 Window Panes/SHGC /Frame /U Orientation Area X HTM= Load 1 1, Clear, Metal, DEF N 26.0 26.6 692 Btuh 2 1, Clear, Metal, DEF N 26.0 26.6 692 Btuh 3 1, Clear, Metal, DEF N 14.2 26.6 378 Btuh 4 1, Clear, Metal, DEF N 9.3 26.6 247 Btuh 5 1, Clear, Metal, DEF N 9.3 26.6 247 Btuh 6 1, Clear, Metal, DEF S 26.0 26.6 692 Btuh 7 1, Clear, Metal, DEF S 26.0 26.6 692 Btuh 8 1, Clear, Metal, DEF S 18.7 26.6 497 Btuh 9 1, Clear, Metal, DEF S 9.9 26.6 263 Btuh 10 1, Clear, Metal, DEF S 9.9 26.6 263 Btuh 11 1, Clear, Metal, DEF E 13.0 26.6 346 Btuh 12 1, Clear, Metal, DEF E 6.7 26.6 178 Btuh 13 1, Clear, Metal, DEF E 13.0 26.6 346 Btuh 14 1, Clear, Metal, DEF E 6.7 26.6 178 Btuh 15 1, Clear, Metal, DEF E 23.2 26.6 617 Btuh 16 1, Clear, Metal, DEF E 33.3 26.6 886 Btuh 17 1, Clear, Metal, DEF E 33.3 26.6 886 Btuh 18 1, Clear, Metal, DEF W 13.0 26.6 346 Btuh 19 1, Clear, Metal, DEF W 13.3 26.6 354 Btuh 20 1, Clear, Metal, DEF W 33.3 26.6 886 Btuh 21 1, Clear, Metal, DEF W 13.3 26.6 354 Btuh 22 1, Clear, Metal, DEF W 9.3 26.6 247 Btuh 23 1, Clear, Metal, DEF W 9.3 26.6 247 Btuh Window Total 396 10535 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 3.0 2520 6.7 16884 Btuh 2 Concrete - Adjacent 3.0 257 5.8 1492 Btuh Wall Total 2777 1837& Btuh Doors Type Area X HTM= Load 1 Insulated - Exter 20 10.8 216 Btuh 2 Insulated - Adjac 18 9.4 166 Btuh Door Total 38 38213tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 19.0 2355 1.2 2826 Btuh ' 2 Under Attic 30.0 589 0.8 471 Btuh Ceilin Total 2944 329713tuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 242.0 ft(p) 18.6 4501 Btuh Floor Total 242 4501 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 29493(sgft) 197 4984 Btuh Mechanical 200 5060 Btuh Infiltration Total EnergyGauge@ FLRCPB x3.30 397 10044 Btuh i Manual J Winter Calculations Residential Load - Component Details (continued) BRENDA WYSON Project Title: Code Only 345 NE 100 ST MRS. BRENDA WYSON RESIDENCE Professional Version ' NORT MIAMI, FL Climate: South 7/15/2005 Subtotal 47136 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.061 2357 Btuh Total Btuh Loss 49492 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) i (U - Window U- Factor or'DEF for default) (HTM - Manual.1 Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) I EnergyGauge® FLRCPB v3.30 w z Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 • (305) 756.8972 0vE BUILDING :AIUG 2 2 00 Permit No. 5 i clo PERMIT APPLICATI Master Permit No: FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Ro g Owner's Name (Fee Simple Titleholder) Phone # ..?Os - - 7S'7 3 17 Owner's Address O O � �— 6 d M( ✓1 pal.. zip Tenant/Lessee Name Al 1,4 Phone # Job Address (where the work is being done) 4 /V . � / fT �— .3 s City Miami Shores Village County Miami -Dade zip Is Building Historically Designated YES NO X //(( /N C Contractor's Company Namef� prvw A4 W jG . MNTW'"Phone # 9S4 - 340 :26 0 Contractor's Address �l�'S�7 Nd Sq 97' /4 City 60/IL S�PA nJ Cis Staf /�L► zip Qualifier )n12 4k , 17V 1 LT A -- ,S} -YW - 26 0.3 State Certificate or Registration No. C 0 C g, 01 2-e Certificate of Competency No. o ! ^ , O Go ys Archite ngineer's ame (if applicable� >+J I D ,S Phone # 3 $ Value of Work For this Permit a0 2, 6 6 0 �quare Footage Of Work: Type of Work: Addition DAlteration DNew 0 Repair/Replace ❑ Demolition / Describe Work: Pe4w0 'L!ffJ Zxi/s77n/2 AZEA W f7W /JEA,/ 7I n1141Nq 4 e A r7-c.,eie.0 o,u l�Q. LE' ✓� ,� /f?AS%�2 T/2�L-�A bAJ 2 'vv L- xrs7" k'i ckE Cd,./ ✓Eel il 4A 0 -, OR Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) �, t 9 Bonding Company's Name (if applicable) Bonding Company's Addr s N City Al A State /✓ ff zip Mortgage Lender's Name (if applicable) A( Mortgage Lender's Address Al city N State N zip N / X 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 p osted notice, the inspection will not be approved and a reinspectiq, fee will be charged ` A 5/N �� /Yliq�2y7� 9,? Al,DA 4. !�V y3 D �/ f<j Signature Signature Owner or Agent ntractor The foregoing instrument was acknowledged Gy g The foregoing instrument was acknowledged before me this day of � l� L�° , ZO �S b B 2 f�iJr�A +.y y , ' C7 day of 20 ' 20 oQ� b EOJi 2� tlR y who is personally known to me or who has produced L- who is personally known to me or who has produced As identification and who did take an oath. V as identification and who did take an oath. NOTARY P L ` NOTARY PUBLIC: �xr YP Sign: HICHEZ Sign: HEZ Print: r 3, 2008 Print: um ber3.2008 F. s a . x% . n� My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer chc 05/13/03 Zoning 1 v I T r — i �{ Miami Shores Village s Department of Code Enforcement + Building Inspection ..4, r t This certificate issued pursuant to the requirements of the International Building Code certifying that at the time of issuance this p I structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the - ' +lz following: Ft - Permit Type Interior Remodeling Bldg. Permit No. BP2003 -1090 d '1 Owner JOSEPH DAY Contractor KAWALEK ROOFING & PAINTING. INC r ,� T. Ij Subdivision /Project <NONE> Date Issued 6/18/2007 a , r 1032 98 Street NE ° Miami Sho Village FL , y . 'r r} ,t Location " _ q i Authorized Signature s;a Not Transferable • POST IN A CONSPICUOUS PLACE y ` $'. - �L 1" ^�'_ !ol r �t;s i. '�K�" *�: `-i.:,v t. •. -r -.na ca,Y -- -5:-;c - ,- „... 7 - �_� ' ^�_ x.^'_yr- �7e-•. .- a j` '*° °' - _ I � F �' ° �° f f ¢ _ ° '� •�.r - t'� �en'F f” .: `I! � 4 • , FF 4 d dr'•u , ski:. niii 8-A I !till! lflil lull IIlll !1111 illll tilt! ill! I1tl NOTICE OF COMMENCEMENT CFN 2 06R I1L994 41 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR l? k 25081 P9 0824 (1P 9 ) RECORDED 11/08/2006 13:04:33 HARVEY RUVIHr CLERK OF COURT PERMIT NO. 15P2003 -1390 TAX FOLIO NO. 11 3206- 013 -5370 MIAMI -DADE COUNTYe FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement. 1. Legal description of property and streettaddress: 345 NE 100 Street, Miami Shores, FL MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & E1 /2 LOT 18 BLR 39 OR 19091 -4905 2. Description of Improvement: Addition of Kitchen, dining room and bedroom with bathroom 3. Owner(s) name and address: George K and Brenda Wysong, III 345 NE 100 Street, Miami Shores, FL 33138 Interest in property: Owners Name and address of fee simple titleholder: 4. Contractor's name and address: Arrow Communications Enterprises (ACE) 11950 NW 39 Street (Suite A) Coral Springs, FL 33065 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: na Amount of bond $ na 6. Lender's name and address: na 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: na 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: „A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differs t date is specified) Signature f Owner 0 0 Print Owner's Name George K. Wysong, III Prepared by ° �'S� wY Sworn to and subscribed before me this = day o 20 7 Address: 345 NE X00 Notary Public Mr s .S me-z tR 33t3� Print Notary's N e My commission expires: 123.01 -62 PAGE 8102 �ooa° �� Notary Nblia State of Florida STATE OF FLORIDA, COUNTY OF DADE p co Emily M Tutino q N kr 7 HEREBY CERTIFY that this is a fr Opy of ttr@ c11u tr a Ay .omrni D0398868 02Y12i2009 On ^rnal ftled office on day of hand od Official Seat. Z �` H. ,VEY UVIN, CL RK of Circ and Ca nty Courts � , O.C. �q��CO PERMIT # b 1 �© CONTRACTOR. #SUBMITTAL DATE: RESUBMITAL DATES: PROJECT TYPE: ZONING FIRE M 4 tajb7 /e.,& IMPACT FEES STRUCTURAL HRSIDERM ELE T 1CAL BIN NOC p BLDG MECHANICAL Miami Shores. Villag g Building Department CC) , -31ko re—k-ow , ` 10050 N.E.2nd Avenue, Miami Shores, Florida 33138✓ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING E 7.7 j aster Permit No. ,51 -13 PERMIT APPLICATION E L Q 6 2006 Permit No. FBC 2004 BY-- --------------- - - - -- Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) SQ N� Phone # Owner's Address 3 V4..- /U6 `ate S l City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ', I �T City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name t t/it/t G Phone # 340 a- 26 0' Contractor's Address ,s'a City < :: 70 RY'A L SP1 State Zip -3 0 Qualifier Name #F--f✓g x 6, In /q nr/ N,/g Phone # . State Certificate or Registration No. C6C13 0 � -r t1J� Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: FA A L T)DI tJ� Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 1'4'.OD Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has Commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I cer* 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 fdr 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 Con The foregoing instrument was acknowledged before me this The forego' g instrumen as acknowledg efore me this day of , 20 , by day of �✓ 20 d by V 6 AX)kfte v , who is personally known to me or who has produced who is personally known to me or who has produced r� r/ o'S Zttr As identification and who did take an oath. ��5� �Z�® as identification and who did take an oath. NOTARY PUBLIC: - NOTARY PUBLI '� rt y� "Q�Ce�Y °vyC� dT/� raY c 6+7 Sign: Sign: Print: Print: SS ' 4 IAYCOM�- r20. My Commission Expires: My Commission 4 EXPIRES �ec„ea �; Nomry APPLICATION APPROVED BY: '� l�G S NW, Plans Examiner `0 Z Engineer Zoning (Revised 02/08/06 TASK LABORATORIES, INC. 14241 S.W. 140 STREET' MIAMI, FLORIDA 33.786 [3053 235 -5355 FAX (305),268 -1378 January 17, 2007 p MC TUT' l JAN 2 3 2007 e Ms. Brenda Wysong BY 345 NE 100t Street Miami Shore, Florida 33138 RE: .Visual Inspection of Subsurface Materials For Proposed Two Story addition to Single Family residence At 345 NE 100 Street, Miami Shores, Florida Dear Ms. Wysong: In accordance with your request, a qualified representative of Task Laboratories, Inc., conducted visual inspections of the subsurface foundation materials at the referenced site for the above referenced project. These inspections .were made on January 15, 2007, at which time, the top soil from the excavation of walls / column footings` with in the perimeter of building pad, was examined. The material consists of dark brown: non - plastic fine sand with silt. We are pleased to report that the subsurface conditions at the. above referenced site are favorable for proposed shallow spread and wall footings and in our opinion has an allowable minimum bearing capacity of 2,000 P.S.F. It is, therefore, our opinion that the foundation materials should be satisfactory without significant differential settlement. Should you have any questions with regard to this report, or, if we may be of further service to you,' please do not hesitate to contact us. Respectfully Submitted -By: TASK LABORATORIES, INC. Arshad Viqar, P.E. P.E. # 38863 ...... Certified Special Inspectors # 0691 •• a • • 000 091 0. • • . • AV / n007 -03 SOIL & MATERIAL TESTING GEOTECHNIGAL INVESTIGATIONS INSPECTIONS • ENWIPIOFWMEWAL•ENTINEERING I TASK LABOMT®RIES, INC. 14241 SW 140 Street, Miami, Florida 33186 (305) 235 -5355 Fax (305) 266 -1778 Field Density Test of Compacted Soils ASTM Method: D - 2922 -81 Client Ms. Brenda Wy6ong Order# T2007 -03 Address 345 NE 100th Street, Northshore Village, Florida Date 1/15/2007 Project Addition to single family residence for Brenda Wysong Gauge # Address at 345 NE 100th Street, Northshore Village, Florida Test LIFT # # Locations 1 F NW corner of wall footing 2 F NE corner of wall footing 3 F SW corner of wall footing 4 F 1SE corner of will footing 5 F I Center of NW Corner of wall footing Description of {Material Dark brown non - plastic fine sand with silt Backfill Base Subbase Embankment Ll Subgrade Grade x Building Pad Laboratory Identification Number T2007 -03 T2007 -03 T2007 -03 T2007 -03 T2007 -03 Test Number 1 2 3 4 5 Depth in inches _ 8 8 8 8 8 Field Density. Lb / Cu.Ft ( W(A Oasis) 120.4 117.0 116.4 116.1 116.3 Field Density. Lb / Cu.Ft ( Dr.,r Basis) 108.3 106.2 1 106.0 105.9 107.3 Moisture Contents 12.1 10.2 9.9 9.7 8.4 Maximum Density in the Field ( %) 101.9 97.7 97.5 97.4 98.7 Compaction Requirement by specs % of maximum density 95% 95% 95% 95% 95% 100% Maximum Density (lab) 108.7 108.7 108.7 108.7 108.7 Proctor T -180 AASHTO Meth C 1/1627 1 / 1627 1/1627 1 / 1627 1/1627 Compaction Test Result PASS PASS PASS PASS PASS Optimum Moisture 11.3 Remarks O.K. Tested By S.I. Checked By M.J.A. Respectfully Submitted, .. ... . . . • . .. . • • • . • • 'Al A -. r i . .. . . . .. Arshad Viqar, P.E. # 38863 Should any subsoil conditions in the property,- (area) tested found different from that encountered on the t tep le- ztiont • 00 : • • reported on our Density Test, TASK LABORATORIES, INC. is not responsible. • • • • • • • • • • • • As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clientsowd for • • • publications of statements or extract from regarding is reserved pending our written approval. SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS 2 • TIVJR jNI l!jrAL:%UD:TS • •• •• • . • .• •• ••• • • • ••• • • TASK LABORATORIES, INC. 14241 SW 140 Street, Miami, Florida 33186 (305) 235 -5355 Fax (305) 266 -1778 Field Density Test of Compacted Soils ASTM Method: D - 2922 -81 Client Ms. Brenda Wysong Order # T2007 -03 Address 345 NE 100th Street, Northshore Village, Florida Date 1/15/2007 Project Addition to single family residence for Brenda Wysong Gauge # Address at 345 NE 100th Street, Northshore Village, Florida Test LIFT # # Locations 6 F Center of SW corner of wall footing Description of Material Dark brown non - plastic fine sand with silt Backfill Base Subbase Embankment Subgrade Grade X Building Pad Laboratory Identification Number T2007 -03 Test Number 6 Depth in inches 8 Field Density. Lb / Cu.Ft ( Wet Basis) 116.2 Field Density. Lb / Cu.Ft ( Dry Basis) 106.8 Moisture Contents 8.8 Maximum Density in the Field ( %) 98.3 Compaction Requirement by specs % of maximum density 95% 100% Maximum Density (lab) 108.7 Proctor T -180 AASHTO Method C 1/1627 Compaction Test Result PASS Optimum Moisture 11.3 Remarks O.K. Tested By S.I. Checked By M.J.A. Respectfully Submitted, •. ... • . • • • •• • • •• • • • • Arshad Viqar, P.E. # 38863 Should any subsoil conditions in the property (area) tested found different from that encountered on the t$te; IVtion$ • • • • reported on our Density Test, TASK LABORATORIES, INC, is not responsible. • • • • • •� • i i As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of client= for • • • publications of statements or extract from regarding is reserved pending our written approval. ••• • • • • ••• • • SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS s VVSR jNjR1:TAL:1UD=TS • •• •• • • • •• •• ••• • • • ••• • • TASK LABORATORIES INC, 14241 SW 140 Street, Miami, Florida 33186 Proctor Compaction Test Client Ms. Brenda Wysong lJob No: T2007 -02 Address 345 NE 100th Street, Northshore Village, Florida Report No: 11 Project Addition to single family residence for Brenda Wysong Address at 345 NE 100th Street, Northshore Village, Florida Matrix Dark brown non - plastic tine sand with silt Source Of Material Sample Location At Job Site Sampling date 1/15/2007 Lab ID# 1627 Collected By S.I. / R.S. Sample # 1 Analysis date 1/16/2007 Checked By M.J.A. Analysis By M.J.A. Approved By M.J.A. i LST - RESULTS The following compaction test conducted in accordance with the standard Methods for Moisture Density Relations of soil usi a 10 lb. Hammer and 18" drop AASHTO designation T- 180 -C. MOISTURE DRY DENSITY 3.4 98.5 108.0 Rte: 6.7 101.9 y z�`� 9.1 105.$ F t 1 108.7 1.3 k r d 3 13.4 107.7 106.0� Op timum Moisture 11.3 ya � s r a, 3 � e� -� i {�Y, s c"' r 100% Maximum Dry Density 108.7 4 ,� �� i 98% Dry Density 106.5 to 104.0 s �k x i 95% D Density Z 103.2 w P ; GRADATION TEST 100% p Percent Passing 3/4" Sieve 102.0 NU Z u Respectfully Submitted, 0 1 2 TASK LABORATORIES, INC s , 100.0 - 3 pY - l7 li Arshad Viqar, P.E. # 38863 ° t 98.0 3.0 6.0 i a . i • • • 12.0 i i i 15.0 • • • • • • • • • • • %1V 0 S41 • • •• • • • • ••• • • • • ••• • • SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTION1 %: E&VItI)NME:VTAL AUC • • • • • • • • • • ••• • • • 000 • • 7 13 E BY: -L�� - - - - - -- TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257-1910 Fax: (305) 257 -1911 www. d ecotruss. con WARNING: Extreme Care is required in Handling, Erecting and Bracing Trusses. Refer to TPI's "HIB -91 Summary Sheet", which is attached, to the engineering package. BUILDING DESIGNER (ARCHITECT or ENGINEER of Recorded) It is your responsibility to determine that the dimensions conform to the architectural plans and all loads utilized herein meet or exceed the actual Dead Loads Specified and /or imposed on your structure, and Live Loads imposed by The Building Code. PERMANENT BRACING shall be designed and specified by the building designer for the structural safety of the building. It shall be the responsibility of the building designer to indicate size, location and attachments for all permanent bracing as required by design analysis. The design and location of all bracing shall be such that they work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams etc.) to achieve total structural integrity Permanent Bracing includes and is not limited to The To Chord_ Plane, The Bottom Chord Plane and The Web Member Planes. The Anchoring / Strapping of trusseatg walls, beams, ledgers etc., shall be the responsibility of The Building Designee. Truss to'Tw"o • Connections shall be The Responsibility of The Truss Manufacture. (Refer to Documents ANSIrrPI -95. & WTCA -95 for further information) • ..... • 0 • .... % TRUSS ERECTOR / INSTALLER (Builder) .... .... ..... The proper and safe erection of all the trusses is exclusively your responsibility. Yp� lio • •; • • . seek professional advice regarding the Erection / Installation and Bracing, which is4tWAYS r ft4mq • • • to prevent toppling and dominoing. Top Chord, Bottom Chord and Webs shall bead%Wely braced, • • as per the attached HIB-91 Summary Sheet. You are also responsible to refer to tie )tuts Placement • • • • ; • Plan and The Engineering when erecting Trusses, to insure proper placement. -Not all trussb6ae • symmetrical in loading and/or design. Proper Placement and/or direction are alwaye- required..Gheck, : 0000 ; all Flat Truss to insure they are not installed UPSIDE DOWN. Never cut or alter trusses in anyway: Never concentrate Building Materials, such as Plywood or Blocks on installed Trusses. Alterations to Trusses: `The act of culling or attaching any item that the truss was not originally designncffor Trusses cannot be aftered from the attached engineering designs, with out proper MAIM: ir�,�y � Florida Registered Engineer. We highly recommend to our customers to use our engir, wtrtier our knowledge there is no code that states you must use the engineer, who e h engineering and layout. However, it is of the utmost importance that, any Florida Re ine r a who takes the task of designing repairs to trusses, should be extremely knowledg t structural designs but also have experience designing trusses. Should any afteration4 r design or manufactured item, the engineer, contractor and homeowner waive all liabilities by Deco Truss Company, Inc., its officers and engineer. All future, question j g Q) structure and warranties will be held by the persons whom redesigned said trusses and a em. (}l 1 ALWAYS REFER TO THE ATTACHED HIB -91 Summa p , DECO Truss Company To: Truss List 13980 SW 252 Street BRENDA WYSONG r Princeton (BRENDA OR GEORGE Job FL 33032 Page: 1 of 1 -- Date: 2/19/2007 i Project: ANTONIO ACOSTA Project 5814 Model: P.E. #0040845, Ph 305 - 218 -0771 Deliver To: Block No: Account No: — - -- - -- - -- - - -I Lot No: 345 N. E. ,100 %1 � -- MIAMI SHORES, FL Designer: mtm Contact Site Office Salesperson - -- Deliver To Address3 -�- - -- - - -- ) Quote Name: Phone: Fax: Tentative Delivery Date: Material Summary Includes the following General Truss Engineering Criteria & Design Loads (Individgaruss Design Drawings Show Special Loading Conditions): Building Code: Florida Building Code. Computer Program Used: MiTek 20/20. Gravity: .��> psf Roof Total Load Gravity psf Floor Total Load. Wind: mph from ASCE7 -98 code. Pages or sheets covered by this seal: 0001 thru 0023 Total: 23 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15- 31.003 of the Florida Board of Professional Engineers. The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1 -1995 Section 2. Truss Design Engineer's Name: Mahmound Zolfaghari, P.E. License #: 36921 Address: 13901 S.W. 108 Ave, Miami, FL 33176. 0000 • • •.•• 0000•• 0000•• •• •• 0000•• • 0000•• • . • 0000•• 0000 0000 • • 0000 0000 0000• 0000•• • ••• 0000• •• •• •• • 0000•• ..0000 • • • • • 0000 0000•• • • 0000 .. • • • • 000000 00 0 Dat Truss Date Truss Date Truss Date Trus - - - - -- - -- - -- - - - -- - - - - - - - - -- -- - - A - 3 - - - - 000 02 -19 -2007 AG1 - - - -- - - 0002 02 -19 -2007 A2 0003 02 -19 -2007 - - 0004 02 -i9 -2007 AG4 0005 02 -19 -2007 BG1 0006 02 -19 -2007 B2 0007 02 -19 -2007 B3 0008 02 -19 -2007 F1 0009 02 -19 -2007 FG2 0010 02 -19 -2007 FG3 0011 02 -19 -2007 F4 0012 02 -19 -2007 CA 0013 02 -19 -2007 CJ5 0014 02 -19 -2007 CJ5A 0015 02 -19 -2007 J6 0016 02 -19 -2007 J4 0017 02 -19 -2007 J4A 0018 02 -19 -2007 J4B 0019 02 -19 -2007 J2 0020 02 -19 -2007 V6 0021 02 -19 -2007 V12 0022 02 -19 -2007 MV2 0023 02 -19 -2007 MV3 s�- 3 n(-1 Job �TfUSS - — ussType_ Qty Ply BRENDA WYSONG (JI) 0008: 5 DE CO TRUSS COMPANY INC F1 FLOOR 1 _ — 6.5 �— -- - - --__ _ -- - - - - -- , Job Reference ---- - -- - -- 00 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:40 2007 Page 1 -3 0 3 -5 -12 6 -11 -8 8 -11 -8 12 -5 -4 15 -11 -0 4 } 0 -3 -0 3 -5 -12 3 -5 -12 2 -0 -0 3 -5 -12 3 -5 -12 0 -3 -0 Scale = 1:27.2 3x4 = 2x4 11 2x4 11 4x6 = 6x6 = 1 6x6 = 2 4x6 = 3 4 5 6 7 13 12 11 10 9 46 = 8 3x3 = 2x4 11 46 = 4x6 = 46 = - 2x4 11 3x3 = - Q -3 3 -5 -12 6 -11 -8 8 -11 -8 12 -5 -4 15 -11 -0 0 -3 -0 3 -5 -12 3 -5 -12 2 -0 -0 3 -5 -12 3 -5 -12 Plate Offsets (X,Y): 13:0- 1- 6,0 -1 -12 , 13:0 -1- 12,0.1 -12 _ LOADING (psf) SPACING 14-0 CSI T DEFL in (loc) I /defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.16 10 -11 >999 360 MT20 0 7 0 4 0 4/190 TCDL 10.0 Lumber Increase 1.00 BC 0.60 Vert(TL) 0.28 10-11 >678 240 0 • BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.06 7 n/a n/a • 0000 • • • • • • BCDL 10.0 Code FBC20041rP12002 (Matrix) • • • �t/eight: 73 Il: • • -L - j - -- -- - - -- -- - - -- - ° - - -- LUMBER BRACING 000000 0• • 0 0 0.0.0 TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing di%Q)64WIigd or 3 -7 -13 oc pudins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. • • •00.0• WEBS 2X4 SYP No.2ND 0 0 .00 0 0 0000 0 0 • 00•• • REACTIONS (lb/size) 1= 625/0.2 -8, 7= 625/0 -2 -8 000 0000• - •0.00•. • 000 00000 FORCES (lb) - Maximum Compression/Maximum Tension • • • • • TOP CHORD 1-13=0/49.1-2=-1571/0,2-3=-2273/0,3-4=-2273/0,4 -5=-2273/0, 5 -6 =- 2273/0, 6 -7 =- 1571/0, 7 -8 =0149 00 • •• • •••••• BOT CHORD 12-13=0/145,11-12=0/1571,10-11=0/2273,9-10=0/1571,8-9=0/145 0.0.: • 0 0 WEBS 1-12=0/1495,2-12=-429/0,2-11=0/736.4-11=-181/0, 5 -10 =- 181/0, 6 -10= 01736, 6 -9 =- 429/0, 7 -9= 0/1495 • •• 00 NOTES 0 • • • •0 :000* • 1) Provide adequate drainage to prevent water ponding. • • • • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 7. 0 0 • • • • •• • 0 • 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 0 • LOAD CASE(S) Standard i I I I � I I Job rFG s - 'Truss — T e — -- Yp Oty IPty BRENDA WYSONG (JI) - - - - -- - -� 5814 2 i FLOOR 00091, _ _ 2 I _ _ _ :Job Reference o{litional) _ DECO TRUSS COMPANY INC. — -- - - 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15. 07 21:41 20 Page 1 i i ` 3 -8 -8 7 -2 -0 9 -2 -0 12 -7 -8 16 -4 -0 3 -8 -8 3 -5 -8 2 -0 -0 3 -5 -8 3 -8 -8 Scale = 126.31 Contractor, mast ref r to E nr neet Draw ng For proper nailing instructions, on flultiple Me (tler birder attachment 2x4 II 2x4 II 3x6 = 4x8 =. 7x12 = 1 7x12 = 2 4x8,= 3 4 5 6 7 VV I VV I 61 3 5x12 = 12 11 10 9. 10x10 = 8 10x10 = 5x6 = 5x6 = 5x12 = 3 -8 -8 7 -2 -0 9 -2 -0 12 -7 -8 16 -4 -0 3 -8 -8 3 -5 -8 2 -0 -0 3 -5 -8 3 -8 -8 LOADING (psf) SPACING 1 -4 -0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) 0.31 9 -10 >613 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.54 9 -10 >350 240 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.03 8 n/a n/a • • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 17J Ib • • • • • LUMBER BRACING TOP CHORD 2 X 4 SYP No,2ND TOP CHORD Structural wood sheathing directly applied or 2- 8-f♦oc pWini except end ve BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied d? 10 bracing. • • • • • • s • • • WEBS 2 X 4 SYP N0.2ND `Except` • • • • • • • • • W1 2 X 8 SYP SS, W1 2 X 8 SYP SS, W3 2 X 8 SYP SS, W3 2 X 8 SYP SS •••••• •••• •••• • • REACTIONS (lb /size) 13= 1386/0 -2 -8, 8= 4430/0 -2 -8 • 0000 • • • FORCES (lb) - Maximum Compression /Maximum Tension 69:09: • • • :0: • *0:00 TOP CHORD 1 -13 =- 1074/0, 1 -2 =- 3953/0, 2 -3 =- 8149/0, 3 -4 =- 8149/0, 4 -5 =- 8149/0, 5 -6 =- 8149/0, 6 -7 =- 9731/0, 7 -8 =- 3553/0 • • 00 a 000000 BOT CHORD 12 -13= 0/760, 11 -12= 0/3953, 10 -11= 0/8149, 9 -10= 0/9731, 8 -9= 0/1938 WEBS 1- 12= 0/3317, 2 -12 =- 1341/0, 2 -11= 0/4368, 3 -11 =- 346/0, 4 -10= -72/0, 6- 10=- 1647/0, 6- 9=- 631/0, 7 -9= 0/8095 :09:0: • • • i • • • NOTES •••• •••••• 1) Special connection required to distribute web loads equally between all plies. • • *see • • 2) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: • • • • • • • • 090000 Top chords connected as follows: 2 X 8 - 2 rows at 0-2 -0 oc, 2 X 4 - 2 rows at 0 -2 -0 oc. • • • Bottom chords connected as follows: 2 X 6 - 3 rows at 0 -2 -0 oc. • • Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc, 2 X 8 - 2 rows at 0 -9 -0 oc, Except member 6 -9 2 X 8 - 4 rows at 0 -2 -0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Provide adequate drainage to prevent water ponding. 5) Bearing at joint(s) 13, 8 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13, 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 1061 lb down at 12 -7 -8, and 1061 lb down at 16 -0-6 on top chord, and 2436 lb down at 12 -7 -8 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (pit) Vert: 1- 7 = -67, 8- 13 = -13 Concentrated Loads (lb) Vert: 7=- 1061(F) 6=- 1061(F) 9=- 2436(F) II I t E — - T — -- - — - - -- - - - - - -- -- Job Truss Truss Type _ qty Ply BRENDA WYSONG (JI) - — — - - - -- - 5$14 IF 3 FLOOR 1 ` tio 00101 Job Reference o nal —)- DECO TRUSS COMPANY INC. -- --- - - - - -- _ - - -- L� - -- - --- -- - - - - - -. i 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:42 2007 Page 1 I 2 -6 -10 4 -9 -8 7 -0 -6 9 -7 -0 2 -6 -10 2 -2 -14 2 -2 -14 2 -6 -10 Scale = 1:15.61 I I I 4x6 = 4x6 = 1 46 = 2 4x6 = 32x4 II q 5 Ci H R4 1 g # g 8 4x8 = 7 4x6 = 6 4x6 = Contractor, must refer to ,n(t``rSe r t..)rch ;rit¢ 3x8 a For proper nailing snsttect ons, on 3x8 II Multiple Member Girder Attachment 2 -6 -10 4 -9 -8 7 -0 -6 9 -7 -0 2 -6 -10 2 -2 -14 2 -2 -14 2 -6 -1 0 LOADING (psf) SPACING 1 -0 -0 CSI DEFL in (loc) Well L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TG 0.38 Vert(LL) 0.07 8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.12 8 >919 240 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.01 6 n/a n/a • • • • BCDL 10.0 Code FBC2004/TP12002 (Matrix) * Weight: 10g • -- — it• — •-- - - - - -- -- - -- -� LUMBER - - - -- — --- - - - - -- BRACING -- - -- • • • • • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing dirppVy or 5 - 14% jdhWt except end vertl,,1S. BOT CHORD 2 X 6 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10 -GO oc bracing. • • • • • • WEBS 2 X 4 SYP No.2ND *Except* 0000#0 • • • W1 2 X 6 SYP No.1, W1 2 X 6 SYP No.1 9000 9999•• REACTIONS ( lb/size) 10= 2436/0 -2 -8, 6= 2436/0 -2 -8 0 • • • 0 • ( ) 9999 9999• 999 • FORCES (lb) - Maximum Compression /Maximum Tension •• • • • • • • 0• 00:0. • TOP CHORD 1 -10 =- 1647/0, 1 -2 =- 4075/0, 2 -3 =- 5365/0, 3 -4 =- 5365/0, 4 -5 =- 4075/0, 5 -6 =- 1647/0 • •• • 9 • 0000:0 BOT CHORD 9-10=0/844.8-9=0/4075,7-8=0/4075,6-7=0/844 9 0 ` 0 ••99 0 WEBS 1 -9= 0/3495, 2 -9 =- 836/0, 2 -8= 0/1403, 3 -8 =- 393/0, 4 -8= 0/1403, 4 -7 =- 836/0, 5 -7= 013495 • •• 0 • • 9999 9999•• NOTES • • • 9999 1) 2 -ply truss to be connected together with 10d (0.131"0") nails as follows: • • • :90000 • Top chords connected as follows: 2 X 6- 2 rows at 0 -9 -0 oc, 2 X 4- 1 row at 0-9 -0 oc. 00 • 0 00 0 0 0 Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc. • • Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. • • 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10, 6. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 5=- 174(F =- 124), 6- 10=- 360(F= -350) I I I - i I -- - - - - -- -Type- Job T uss Truss Type - - - "- --- - at, Ply BRENDA WYSON'G (JI) �DECOTRUSSCOMPANYINCIF4 FLOOR i� 1 0011 5$14 -- _._______. _ __ t -_._ -_ _— __i Job Reference o tp ion alL - A 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 1915:21:42 2007 Page 1 1 - 11- 3 3 1 0 3 -5 -12 6 -11 -8 8 -11 -8 12-3-8 I 0 -3 -0 3 -5 -12 3 -5 -12 2 -0 -0 3 -4 -0 Scale = 1:20.71 i I _ 2x4 11 2x4 II 5x6 = 1 6x6 = 2 4x6 = 3 4 5 1 i 1 10 9 8 7 5x6 = 6 2x4 II 06 = 4x6 = 3x3 = 2x4 11 - 0-3 1 0 3 -5 -12 6 -11 -8 8 -11 -8 12 -3 -8 0 -3 -0 3 -5 -12 3-5-12 2 -0 -0 3 -4 -0 Plate Offsets (X,Y): 10:0- 1- 6,0 -1 -12 — - -� ---- --- - -- - - - - - LOADING (psf) SPACING 1 -4 -0 ` CSI DEFL in (loc) Udaft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 I Vert(LL) -0.09 8 -9 >999 360 1 MT20 02"VO BC 0.53 Vert(TL) -0.16 8 -9 >892 240 TCDL 10.0 Lumber Increase 1.00 • • BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) -0.01 6 n/a n/a y • 0�" 0000 • • • • • • BCDL 10.0 Code FBC20041TP12002 (Matrix) • • Ze,ght: 56 lb. • • • —•--- - rTOPCHORID MBER BRACING 000.0• •• •• 0000•• 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing dir"Y.410; or 4 -10 -14 ocpuri s, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 06000: WEBS 2X4 SYP No.2ND 0000 0000 • • • •00• • • • • •0• •0.0• REACTIONS (lb/size) 1= 480/0 -2 -8, 6= 480/0 -2 -8 0 0 •000•• • •0• •0000 FORCES (lb) - Maximum Compression /Maximum Tension • 0 • • • •• •• TOP CHORD 1 -10 =0/35, 1 -2 =- 1160/0, 2 -3 =- 1209/0, 3 -4 =- 1209/0, 4 -5 =- 1209/0, 5 -6= -478/0 •• • •00.0 • • BOT CHORD 9-10=0/108,8-9=0/1160,7-8=0/1209,6-7=0/52 • • • • • • • 0 WEBS 1 -9= 0/1102, 2 -9 =- 268/0, 2 -8 =0/51, 3 -8= -79/0, 4 -7 =- 270/0, 5 -7= 0/1223 • 0 •000 •0•••• NOTES • • • 0 0000 • • 1) Provide adequate drainage to prevent water ponding. • 00 • 0 0 •0 • 00000 2) Provid mechanical connection (by others) of truss to bearing plate at joint(s) 1, 6. 0 0 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • • LOAD CASE(S) Standard i I I _ E n.' , Job - Truss ^ --- --- - -- - — -- _.- ,- - -- --- -- - - - -- - - -- �5814 - -- - - -- - �Tru OFT —IOty PIY BRENDAcWYSONG -00011 ,AG1 ROOF TRUSS 1 1 , I I I - - -- Lop -) - - - -- DECO TRUSS COMPANY INC. 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:33 2007 Page 1 I 4 -0 -0 5 -8 -0 , 12 -1 -0 24 -2 -0 _ , 18 -6 -0 20 -2 -0 4 -0 -0 1 -8 -0 6 -5 -0 6 -5 -0 1 -8 -0 4 -0 -0 Scale 1:39.81 I I 3.00 12 I 6x12 = 8x10 = 7x10 = 8x10 = 602 = 2 3 13 4 14 5 6 lz 1;e 1 7 11 ICY m CY 3x12 II 3x12 II 3x8 = 3x8 = 3x10 It 12 11 10 8 300 II 7x10 = 10x10 = 6x10 = 10x10 = 7x10 = 1 -0 -0 , 4 -0 -0 5 -8 -0 , 12 -1 -0 18 -6 -0 20 -2 -0 , 23 -2 -0 24 -2 -0, 1 -0 -0 3 -0 -0 1 -8 -0 6 -5 -0 6 -5 -0 1 -8 -0 3 -0 -0 1 -0 -0 Plate Offs X,Y): 1 5],[1:0 -1 -9 1 -7 -2] [1:0 -1- 15,0 -0 -0] [4:0 -5 -0 D -4 -8] [7:0- 1- 9,1 -7 -2j, p:o 1 - 15,0 -0 -0 �7 0 -1 5,2. 15],[8:0 -5 -0 0- 4- 81,1 112_0 - 5- 0,0.4.8] -- - -- LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.38 10 -11 >580 360 MT20 • • 44(190 TCDL 15.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.40 10-11 >552 240 • • BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.03 9 n/a n/a • • • • • • • • • • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • • • Weight: 152 • • LUMBER BRACING •••••• •• •• 0004•0 TOP CHORD 2 X 6 SYP No.1 TOP CHORD Structural wood sheathing diregY)• Wisd or 4 -4 -0 oc pyrlins. BOT CHORD 2 X 6 SYP No.t BOT CHORD Rigid ceiling directly applied or 4 -0 -14 oc bracing. • • • • WEBS 2 X 4 SYP No.2ND 'Except* WEBS 1 Row at midpt 5 -19 • ♦ • • • • • • • • W32X6 SYP No. 1,W32X6 SYP No. 1 +•• 0000•• 09.00 WEDGE `• • Left: 2 X 6 SYP No. 1, Right: 2 X 6 SYP No.t • • • • • •• •• •• • 0000•• REACTIONS (lb/size) 9=2239/0-8-0,1=1098/0-8-0,7=-119/0-8-0 Max Uplift9=- 2782(LC 2), 1=- 1274(LC 2), 7=- 344(LC 2) • • • • • • • • • Max Grav9= 2239(LC 1), 1= 1100(LC 3) • • • • • • • • • FORCES (lb) - Maximum Compression/Maximum Tension • • 000* :000*: TOP CHORD 1- 2=- 2756/3098, 2 -3 =- 3404/3708, 3 -13 =- 2644/2601, 4 -13 =- 2644/2601, 4 -14 =- 2644/2601, 5-14 =- 2644/2601, 5-6 =- 1066/1072, 6- 7=- 417hiB : 00* • : : BOT CHORD 1- 12=- 2825/2557,11 -12 =- 2850 / 2570, 10 -11 =- 351213404,9 -10 =- 1071/1262,8 -9 =- 1016/440,7 -8 =- 1011/484 • • WEBS 2 -12 =- 275/150, 2 -11 =- 824/1135, 3 -11 =- 492/504, 3 -10 =- 785/1128, 4 -10 =- 563/725, 5 -10 =- 3734/3762, 5 -9 =- 1635/1780, 6 -9 =- 209/1024, 6 -8= -486/0 09 [ NOTES I 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category ll; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 0 -3 -6 to 8 -2 -15, Interior(1) 8 -2 -15 to 15 -11 -1, Exterior(2) 15 -11 -1 to 20 -2 -0; cantilever left and right exposed ; porch right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2782 lb uplift at joint 9, 1274 Ito uplift at joint 1 and 344 lb uplift at joint 7. 5) Girder carries hip end with 4 -0 -10 right side setback, 4 -0 -10 left side setback, and 2 -8 -0 end setback. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 Ito down and 307 lb up at 20 -2 -0, and 163 lb down and 307 lb up at 4 -0 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 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) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 2 = -90, 2- 6= 105(F = -15), 6- 7 = -90, 1- 12 = -20, 8- 12=- 23(F = -3), 7 -8 = -20 Concentrated Loads (lb) i Vert: 12=- 163(F) 8=- 163(F) i '- zj 4 i I I - -- - Job i T�russ — T rus s T Qt - - - - -- y I Ply ;BRENDA WYSONG (JI) -- — - -- - - ! 5$14 A2. ROOF TRUSS 1 — 1 _ DECO TRUSS COMPANY -- 1- — — 6 Referenc�o 00 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:34 2007 Pa 002 i 1-4 -0 , 5 -8 -0 12 -1 -0 18 -6 -0 22 -10 -0 24 -2-0 1 -4 -0 4-4 -0 6 -5 -0 6 -5 -0 4 -4 -0 1 -4 -0 Scale = 1:40.41 i i 3.00 12 5x12 = 2x4 II 5x12 = 3 12 4 13 5 2 14 15 6 W1 W2 I R 1 7 HW1 HW1 3x4 = 4x6 4x6 z:� 3x4 = 7x10 = 11 10 9 8 - 7x10 = 3x8 II 3x4 = 402 = 3x8 II 1 -4 -0 1 -0 -0, , 5 -8 -0 12 -1 -0 18 -6 -0 23 -2 -0 24 -2 -0 1 -0 -0 4 -4 -0 6 -5 -0 6 -5 -0 4 -8 -0 1 -0 -0 0 -4 -0 Plat Offsets (X,Y): j1 :Edge,0 -2 -0], [1:0- 6- 5,Edge], [3:0- 8- 12,0 -2 -8] [5:0- 8- 1 2,0 -2 -81 [7:0- 65, [7:Edge,0 -2-0] LOADING (psf) SPACING 2 -D -0 Cst DEFL in (loc) I /deg L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.24 9 -11 >913 360 MT20 0 244j190 TCDL 15.0 Lumber Increase 1.33 BC 0,61 Vert(TL) -0.30 9 -11 >720 240 • • BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.03 8 n!a n/a • 0 • • *00006 BCDL 10.0 Code FBC2004ffP12002 (Matrix) • • 4eight: 124 ui 0 LUMBER ` - - -- BRACING 0000•• ••..•.• 00.0.0 TOP CHORD 2 X 6 SYP No.1 *Except* TOP CHORD Structural wood sheathing dir�cjl "q)i�d or 4 - - oc pLjiins. T2 2 X 4 SYP N0,2ND BOT CHORD Rigid ceiling directly applied or 4 - 6 - 14 oc bracing. a 0 •0 B CHORD 2 X 4 SYP No.2ND WEBS 1 Row at midpt 5 -9 0 0 0 0 0 0 .4 0 • 0 WEBS 2 X 4 SYP No.2ND *Except* ••• 0 0900 0 0 6 0 0 W1 2 X 6 SYP No.1, W1 2 X 6 SYP No.1 SLIDER Left 2 X 6 SYP No.1 2 -9 -7, Right 2 X 6 SYP No, 1 2 -9 -7 60:04: 0 0 0••• •• •• • 0 • •• •• REACTIONS (lb /size) 8=1770/0-8-0,1=877/0-8-0,7=-51/0-8-0 • • • . *00000 Max Uplift8=- 1823(LC 2), 1=- 831(LC 2), 7=- 474(LC 2) 0 0 0 • 0 • 0 • FORCES (lb) - Maximum Compression /Maximum Tension 0 • 0000 0 000060 TOP CHORD 1 -2 =- 2062/1720,2 -14 =- 1996/1734,3 -14 =- 1947/1741,3 -12 =- 1639/1453,4 -12 =- 1636/1454,4 -13 =- 1635!1454,5 13 =- 1639/1453,5 15= 67/9'9! X15= -468/916,CWO-496/922 • 0 BOT CHORD 1 -11 =- 1504/1913, 10- 11=- 1498/1928, 9 -10 =- 1498/1928, 8 -9 =- 1048!/56, 7 -8 =- 857/566 0 0 0 000 0 0 0 0 0 WEBS 3 -11= 0/116, 3 -9 =- 310/302, 4 -9 =- 548/589, 5-9 =- 2037/2764, 5 -8 =- 1630/1482 0 0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 0 -3 -6 to 3 -3 -6, Interior(1) 3-3 -6 to 20- 10-10, Exterior(2) 20 -10 -10 to 23- 10 -10; cantilever left and right exposed ; porch right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1823 lb uplift at joint 8. 831 Ito uplift at joint 1 and 474 lb uplift at joint 7. LOAD CASE(S) Standard Y S i I I i eob " ------- - - - - -- TTruss .- _ -- -- - - - -__ PROOF TRUSS - �1ty- _- _._iPry 1 � WYSONG (J1) - - - - -- - -- 00031 . 5514 IA3 __ -. - ___ __ __- _— __- 1— ___. -_�. 6.500 a an 15 20 7 I Industries, Inc." Mon Feb 1 5.2 - -_ ,_ DECO TRU SS COMPANY INC. eb 19 .35 2007 Page 1 6 -10 -8 12 -11 -8 14 -2 -0 18 -6 -0 24 -2 -0 6 -10 -8 6 -1 -0 1 -2 -8 4 -4 -0 5 -8 -0 Scale = 1:40.4; I i I 3.00 F1 2 5x8 = 5x8 = 4x12 = 5x8 — 3 4 _ 5 6 2 137 rV CT W 5 1 1 8 N HW2 . 3x4 = 46 - 4x6 2 3x4 = 7x10 = 12 11 10 9 3x8 = 4x6 7:� 3x4 - 3x4 3x4 - 6x6 = 1 -0 -0, 6 -10 -8 14 -2 -0 18 -6 -0 23 -2 -0 24 -2 -0 1 -0 -0 5 -10 -8 7 -3 -8 4 -4 -0 4 -8 -0 1 -0 -0 Plate Offsets X;Y : 1:0- 6 -5,Ed e , 1:Ed e,0 -2 -0 , 8:0 7- 5,0- 1:B,18:Edge,0 -2 -01 — - -- -- - - -- — - --- - - - - -- - --- -- -- ------ - - - --- LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 1deft Ud PLATES GRIP TOLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) 0.1510 -12 >999 360 MT20 R-.441 90 TCDL 15.0 Lumber Increase 1.33 BC 0.56 Vert(TL) 0.12 8 -9 >560 240 • • BCLL 0.0 Rep Stress BCDL 10.0 Code FBC20 Incr YES WB 0.67 Horz(TL) 0.05 9 n/a n/a » • • • + • • • • 0 • • 041TPI2002 (Matrix) • • • 1deight: 125 lb • • • BRACING • • • • • • • 0 0 • •• f • ♦ • LUMBER - - - -- - "- - -- — • TOP CHORD 2 X 4 SYP No.2ND `Except' TOP CHORD Structural wood sheathing dir@rdywppii9d or 4 -0 -6 oc p • is. • T1 2 X 6 SYP No.1, T5 2 X 6 SYP NoA BOT CHORD Rigid ceiling directly applied or' 0 -3 oc bracing. • a • BOTCHORD 2X4 SYPNo.2ND • 0.0000 •`° • WEBS 2X4 SYPNo.2ND 4444 4444 •� +•• SLIDER Left 2 X 6 SYP No.1 3 -4 -14, Right 2 X 6 SYP No.1 2 -9 -7 • REACTIONS (lb /size) 9= 1769/0 -8 -0, 1=884/0-8-0,8=-56/0-8-0 • • • • • • • • • • + • • s • • Max Horz 1 =3(LC 2) 0000 • • • Max Uplift9=- 1789(LC 2), 1=- 840(LC 2), 8= -477(LC 2) • • • • • Max Grav9 =1769 ( LC 1 ) , 1 =884 ( LC 1 ) , 8 =82 ( LC 4 ) • • • 4404 4444•• • • • • FORCES (lb) - Maximum Compression /Maximum Tension 4000 • • • • • • • • • TOP CHORD 1 -2 =- 1953/1581, 2 -3 =- 1863/1602, 3 -4 =- 1799/1618, 4 -5 =- 895/837, 5 -6 =- 407/935, 6 -13 =- 479/986, 7 -13 =- 480/923, 7 -8 =- 505/928 •• • • •+ • • 4 BOT CHORD 1- 12=- 1357/1802,11 -12 =- 887/1209,10 -11 =- 887/1209,9 -10 =- 617/948,8 -9 =- 865/585 ♦ 4 WEBS 3 -12 =- 95/224, 4 -12= 482/711, 4 -10 =- 689/551, 5 -10 =- 325/689, 5-9=-2052/1385,6-9=-8361840 •• NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 0 -3 -6 to 3 -3 -6, Interior(1) 3 -3 -6 to 20- 10 -10, Extedor(2) 20 -10 -10 to 23- 10 -10; cantilever left and right exposed ; porch right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1789 to uplift at joint 9, 840 lb uplift at joint 1 and 477 lb uplift at joint 8. LOAD CASE(S) Standard I i'O _ e i i 5914 - AG4 - -- - - ROOF TRUSS - - -- - -- - I 1 ty __,Ply 1 ' BRENDA WYSONG (A) - - -- - - -- 0004 - I -------- ---- L- -- -- — - - -._ - .-- --- ----- - - --�— -- ____.- ..1Jot) Reference o tionalL -- -- - DECO TRUSS COMPANY INC. 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:36 2007 Page 1 1 - 8 -6 -8 11 -3 -8 15 -10 -0 18 -6 -0 20 -2 -0 24 -2 -0 8 -6 -8 2 -9 -0 4 -6 -8 2 -8 -0 1 -8 -0 4 -0 -0 Scale = 1:39.81 I I 5x10 = 5x6 = 3.00 12 3 4 7x10 = 2x4 II 6x12 = 2 5 g 7 14 W 1 H N1 W110 V 8 3x4 = 4x6 4x6 3x4 = 7x10 = 13 12 11 9 3x10 It 3x4 = 4x6 = 3x4 = 10x10 = 3x6 II 1 -0 -0, 8 -6 -8 15 -10 -0 18 -6 -0 20 -2 -0 23 -2 -0 24 -2-0 1 -0 -0 7 -6 -8 7 -3 -8 2-8-0 1-8-0 3 -0 0 1-0-0, Plate O ffsets X ,Y : :Ed 0 -2 -0], [1:0- 6- 5,Edg�e LO -5 0 0 2 4] [5 0 3 0,0 -5 0]8 4 -11,0-0,01, :0- 1- 5,1 -7 -1� - - -- - .. LOADING (psf) SPACING 2 -0 -0 CSI l DEFL n (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) 0.12 1 -13 >999 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.89 Vert(TL) -0.22 1 -13 >999 240 • 0 0 0. BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.04 10 n/a n/a 1 • • • • • • • • • • • BCDL 10.0 Code FBC20041TPI2002 (Matrix) 0 • • • Weight: 134 lb • LUMBER BRACING 00000• 6 00 0 •• 0000•• TOP CHORD 2 X 6 SYP No.1 `Except' TOP CHORD Structural wood sheathing directy a�Plied or 5 -1 -9 oc puriins. T2 2 X 4 SYP SS, T3 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied o�4- 5'6"01 gracing. • • 00.0 • •• BOT CHORD 2 X 6 SYP No.1 `Except` 0000 • 0 0 • • • B1 2 X 4 SYP No.2ND • • • • WEBS 2 X 4 SYP No.2ND `Except` 0000 0000 W62X6 SYP No.1 •0000• 0 ••• ••i00 WEDGE • • • • • Right: 2 X 4 SYP No.2ND 00 00 00 SLIDER Left 2 X 6 SYP No. 1 4 -3 -3 :40:0: 0 REACTIONS (I15/size) 10= 1896/0 -8 -0, 1= 898/0 -8 -0, 8= 210 -8 -0 0 • **:s • • • • • • Max Horz 1= -24(LC 2) 0 • • 0000 • • Max UpliftlO=- 2754(LC 2), 1=- 1004(LC 2), 8=- 454(LC 2) 11 • • • • • • • • Max Grav10= 1896(LC 1), 1= 898(LC 1), 8 =39(LC 4) • • 000 • • • FORCES (lb) - Maximum Compression /Maximum Tension •• TOP CHORD 1 -14 =- 1740/1854, 2 -14 =- 1676/1858, 2 -3 =- 1637/1868, 3-4 =- 1581/1933, 4 -5 =- 638/733, 5 -6 =- 1291/1159, 6-7 =- 1293/1158, 7 -8 =- 97/623 BOT CHORD 1 -13 =- 1564/1585,12 -13 =- 1278/ 1294,11 -12 =- 1276 / 1295,10 -11 =- 423 /606,9 -10 =- 529/107,8 -9 =- 538/176 WEBS 3 -13 =- 203 /320,4 -13 =- 373 /521,4 -11 =- 823 /989,5 -11 =- 178 / 389,5 -10= -1956/ 2121,6 -10 =- 271/289,7 -10 =- 783/1720,7 -9 =- 588/122 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) -0 -5-1 to 2 -6 -15, Interior(1) 2 -6 -15 to 4 -3 -9, Exterior(2) 4 -3 -9 to 24 -7 -1; cantilever left and right exposed ; porch right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2754 lb uplift at joint 10, 1004 lb uplift at joint 1 and 454 lb uplift at joint 8. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 76 lb up at 20 -2 -0 on top chord, and 169 lb down and 428 lb up at 20 -2 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 6) 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) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 3 = -90, 3- 4 = -90, 4- 5 = -90, 5- 7 = -90, 7- 8 = -90, 1 -6 = -20 Concentrated Loads (Ib) Vert: 7= -30(F) 9=- 169(F) b fr 1 a js_ �_ r „" _.. a ,t rNA!, ° _' :, Job Truss Truss Type Qt PI 1 - -- v v BRENDA WYSONG (J1� _ - 5814 BG1 ROOF TRUSS 1 1 00051 T i __ _ ___ iJob Reference o tiona�__ DECO TRUSS COMPANY INC. - -- — - - 6.500 s Jan 15 2007 MiTek Industries, Inc Mon Feb 1915:21:37 2007 Page - 6 -0 -0 9 -11 -0 13 -10 -0 19 -10 -0 1 , 6 -0 -0 3 -11 -0 3 -11 -0 6 -0 -0 j Scale = 1:32.6 I i 1 I 7x16 MT18H= - - 3.00 12 3x6 I I 7x16 MT18H= JJ� 3 4 5 I 2 6 1 2 W 1 HW W1 7 °? 1 61 0 3x4 — 4x16 4x16 Zz 3x4 = 7x14 = 10 9 8 7x14 — 2x4 11 7x10 = 2x4 II 1 -0 -0 , 6 -0 -0 9 -11 -0 13 -10 -0 18 -10 -0 1 10_-0, 1 -0 -0 5 -0 -0 3 -11 -0 3 -11 -0 5 -0 -0 1 -0 -0 Plate Offsets (X,Y): 11:0-0-3,0-5-4 7:0 -0 -3,0 -5-411 : 5-0,0- 4 -8� LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 1 TC 0.73 Vert(LL) 0.46 9 >507 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.40 9 >573 240 MT18H * 14*0120 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) -0.11 7 n/a n/a • 0900 • • • BCDL 10.0 Code FBC2004/TPf2002 (Matrix) • leight: 119 It, • LUMBER BRACING 000000 • • • i • TOP CHORD 2 X 6 SYP No.1 *Except* TOP CHORD Structural wood sheathing dire a e or 3-3 -10 oc pudins. T2 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or oc racing. • • •••••• BOTCHORD 2X6 SYP NO.1 •••• •••• • WEBS 2 X 4 SYP No.2ND • • • • SLIDER Left 2 X 4 SYP No.2ND 2 -7 -6, Right 2 X 4 SYP No.2ND 2 -7 -6 • • • • • • • • • • • REACTIONS (lb /size) 1=1858/0-8-0,7=1858/0-8-0 • • • • s Max Upfiftl=- 2270(LC 2), 7 =- 2270 (LC 2) •••••• • • • FORCES (lb) - Maximum Compression /Maximum Tension • • • • TOP CHORD 1 -2 =- 5201/6272, 2 -3 =- 5125/6284, 3- 4=- 592217244, 4 -5 =- 592217244, 5 -6 =- 5125/6284, 6 -7 =- 5201/6272 • • • • • • • • • • • • BOT CHORD 1-10=-585314914,9-10=-5898/4963,8-9=-589814963,7-8=-5853/4914 • • • • • • • • • • WEBS 3- 10=- 543/584, 3- 9=- 1170/1234, 4- 9=- 733/982, 5- 9=- 1170/1234, 5 -8 =- 543/584 • • • • • • • • • NOTES • •• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2270 lb uplift at joint 1 and 2270 lb uplift at joint 7. 6) Girder carries hip end with 6 -0 -10 right side setback, 6 -0 -10 left side setback, and 4 -8 -0 end setback. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 662 lb up at 13 -10 -0, and 513 lb down and 662 tb up at 6 -0 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 8) 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) Standard 1) Regular: Lumber Increase =1.33, Plate Increase= 1.33 Uniform Loads (pff) Vert: 1- 3 = -90, 3- 5=- 150(F = -60), 5- 7 = -90, 1- 10 = -20, 8- 10=- 33(F = -13), 7 -8 = -20 Concentrated Loads (lb) Vert: 10=- 513(F) 8=- 513(F) I dbs� �x a t t Job Truss - Truss T e va Qt Pl i BRENDA VYYSONG (JI) 5814 B2 ROOF TRUSS 1 1 0006 _ _____ __ 1 ___ J�Reference o tional _ DECO TRUSS COMPANY INC. 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:38 2007 Page 1 I _ 1 -4 -0 4 -8 -0 8 -0 -0 11 -10 -0 15 -2 -0 18 -6 -0 19 -10 -0 i 1 -4 -0 3 -4 -0 3 -4 -0 3 -10 -0 3 -4 -0 3-4 -0 1 -4 -0 Scale = 1:32.71 i i 5x6 = - i 5x6 = 3.00 12 4 5 2x4 11 2x4 It 3 6 15 16 4x12 14 W 5 4 17 412 C 2 1 6 W1 Li Lu 3x6 11 L><1 3x6 11 12 11 10 3x6 II 4x8 = 5x6 = 4x8 = 3x6 II 19 -10 -0 1- 0- 01 4 -8 -0 9 -11 -0 15 -2 -0 18 -6 -0 18 -0 1- 0- 00 -4 -0 3 -4 -0 5 -3 -0 5 -3 -0 3 -4 -0 0- 4- 01 -0 -0 I Plate Offsets X 1:0- 2 -8,0 -1 8L 2[ .0.3.0,0 -2 OL(7.0 -3 0 0 2 [6:0- 2- 8,0 -1 -8], [9: -3 -7 0 0 15L j11:0- 3- 0,0 -3 _0], L13:0 _- - -_ - -- LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.15 11 -12 >999 360 MT20 dR"1 TCDL 15.0 Lumber Increase 1.33 BC 0.38 Vert(TL) 0.16 11 -12 >999 240 • • BCLL 0.0 Rep Stress Incr YES WB 033 Horz(TL) 0.03 9 n/a n/a • • • 0009 • • • • • • BCDL 10.0 Code FBC2004ffP12002 (Matrix) • • V fight: 99 lb• • • LUMBER BRACING .00. 00 00 •• 000000 . TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing direttWapp&W or 4 -5.13 oc pydins. • • BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4 -7 -7 oc bracing. 0 WEBS 2 X 4 SYP No.2ND 'Except" * 0000 0 0 0000 , • • W12X6 SYP No.1,W12X6 SYP No.1 0000 SLIDER Left 2 X 4 SYP No,2ND 1 -2 -13, Right 2 X 4 SYP No.2ND 1 -2 -13 0 000 • • : • • 0 • 000•• • ••• 0000• REACTIONS (lb/size) 13=1099/0-8-0,9=1099/0-8-0 • • • • • • • • • 00 0 000000 Max Upliftl3=- 1492(LC 2), 9=- 1492(LC 2) • •••••• • • FORCES (lb) - Maximum Compression /Maximum Tension 0 • 0 00. ! • • TOP CHORD 1 -2 =- 116/0, 2 -14 =- 1658/1790, 14 -15 =- 1614/1794, 3 -15 =- 1605/1798, 3 -4 =- 1646/1914, 4 -5 =- 1636/1929, 5 -6 =- 1646/1914, 6 -16 =- 1605/1798, 16 -17 =- 1614/1794, 7 -17 =- X58/1790, �8� -1 1610 BOT CHORD 1- 13= 0/109, 12- 13= 0/109, 11- 12=- 1573/1585, 10 -11 =- 1573/1585, 9- 10= 0/109, 8 -9 =0/109 • **00 • • • • 0 WEBS 2 -13 =- 986/1326, 2 -12 =- 1695/1492, 3 -12 =- 251/444, 4 -12 =- 183/35, 4 -11 =- 27/186, 5 -11 =- 27/186, 5 -10 =- 183/35, 6 -10 =- 251/444, 7- 10= -16 ;,W [0192 ,'Z9=- 986 /vip • • • NOTES •• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft, TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Extedor(2) -0 -0-14 to 2 -11 -2, interior(1) 2 -11 -2 to 3-9 -1, Exterior(2) 3 -9 -1 to 16 -0 -15, Interior(1) 16 -0 -15 to 16- 10 -14; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1492 lb uplift at joint 13 and 1492 lb uplift at joint 9. LOAD CASE(S) Standard I I iJob Truss - - irussType Qty - iPly BRENDAWYSONG (JI) 5814 iB3 ROOF TRUSS i8 1 00071 ' � I - L - - -- -- ---- -- __� —_� _---- ..- _.._ -` - - -- - - -� .-- -- �JobRefe - --- - - - - -- DECO TRUSS COMPANY INC. -- - _ -- _ - - - 6.500 sJan 15 2007 MrTek Industries, Inc. Mon Feb 19 15:21:39 -- - 2 1 I 1 -4 -0 I 5 -10 -0 9 -11 -0 14 -0 -0 , 18 -6 -0 19 -10 -0 , 1 -4 -0 4 -6 -0 4 -1 -0 4 -1 -0 4 -6 -0 1 -4 -0 Scale: 3/8"=1' 1 I 4x8 = I 3.00 12 4 2x4 II 13 14 2x4 II 3 5 W 4 10x10 � 12 - 15 10x10 2 N 6 1 7 � 1 14 ; H m 0 3x6 11 3x6 11 10 9 4x8- 5x8 = 1- 0 -01 5 -10 -0 14 -0 -0 , 18 -10 -0 19 -10 -0, 1 1- 0- 00 -4 -0 4 -6 -0 8 -2 -0 4 -10 -0 1 -0 -0 Plate O ffsetsI X Y): LOADING (pso SPACING 2 -0-0 1 CSl DEFL m (loc) Well lld PLATES GRIP TCLL 30.0 Plates Increase 1.33 TCDL 15.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.32 9 -10 >650 240 TC 0.63 Vert(LL) 0.18 9 10 >999 360 MT20 244/190 •••• • • BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 8 n/a n/a • • 9060 • • • • • BC DL 10.0 Code FBC2004(TP12002 (Matrix) • • Wight: 981b • LUMBER BRACING •••••• �••••• ••••s• TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing direct)y at�lied or 4 -2 -4 oc pudins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or Q -d ac Exce{7t: %090: WEBS 2 X 4 SYP No.2ND *Except* 5 -2 -1 oc bracing: 9 -10. • • • • • • • • • • W12X6 SYP No.1,W12X6 SYP No.1 • • • • SLIDER Left 2 X 4 SYP No.2ND 1 -2 -13, Right 2 X 4 SYP No.2ND 1 -2 -13 • • • • see* 00000 •••••• REACTIONS (lb/size) 11=1099/0-8-0,8=1099/0-8-0 • • • • • ••• • ••••• i Max Upl'rftt 1=- 1359(LC 2), 8 = - 1359(LC 2) •• •• •• • ••••• • • FORCES (lb) - Maximum Compression/Maximum Tension :09:6: • • • TOP CHORD 1 -2 =- 173/0,2 -12 =- 1819/1663,3 -12 =- 1763/1673,3 -13 =- 1804/1782,4 -13 =- 1763/1789,4 -14 =- 1757/1783,5 -14 =- 1799/1776,5- 15=- 177l/tB4,6 -15#- 1827/1674,! -ia1 6/0 000000 BOT CHORD 1-11=0/192,10-11=0/192.9-10=-1259/1385,8-9=0/196,7-8=0/196 • • • • • • • • WEBS 2 -11 =- 1013/1232, 2 -10= -1471/ 1538, 3 -10 =- 369 / 440, 4 -10 =- 196/514, 4 -9 =- 190/507, 5 -9 =- 366/ 436, 6-9 =- 1480/1542, 6 -8 =- 1011/1234 • • • • • • • • • 000 0 NOTES • • 1) Unbalanced roof live loads have been considered for this design. • • 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) -0 -0-14 to 2 -11 -2, Interior(1) 2 -11 -2 to 6 -11 -0, Extedor(2) 6 -11 -0 to 9 -11 -0, Interior(1) 12 -11 -0 to 16- 10 -14; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13591b uplift at joint 11 and 1359 lb uplift at joint B. LOAD CASE(S) Standard i I I - , job ob Truss - - Truss Type TOty 'Ply iBRENDAWYSONG (JI) 5814 iCJ8 ROOF TRUSS 1 2 1 I 0012 - -_ ___ - ________ - 1 __ Jab Refe (optional) DECO TRUSS COMPANY INC. Pip — 1 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:43 2007 Pa 1 Q -2 -1,3 1 -10 -10 5 -2 -4 8 -5 -13 ' i 0 -2 -13 1 -10 -10 3 -3 -10 3 -3 -9 Scale= 1:13.81 2x4 11 5 6 2.12 F1 2 4x6 = 4 T1 W5 2 3 W3 4 1 W1 W1 B1 4x6 It 0 9 8 4x6 = 4x6 = 3x4 = 10x10 = 1 -5 -0 5 -2 -4 8 -5 -13 � 1 1 -5 -0 3 -9 -4 3 -3 -9 Plate Offsets (X Y): [1:0 : 0.2 - 12,0 - 2 -1110 0 2 8,0 - 2 -121 - - - - - -- - -- - - - - — - - -- - -- LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) 0.03 8 -9 >999 360 MT20 2J441gO TCDL 15.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.02 8 -9 >999 240 • • BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) -0.00 8 n/a n/a • • • • • • • • • • • • BCDL 10.0 Code FBC2004/TP12002 (Matrix) • • • • flight: 42 lb • LUMBER BRACING •••••• •• •• •• +••• TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing dire6tly @S)Iq or 6 -0-0 oc purgins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. • • • • • • WEBS 2 X 4 SYP No.2ND *Except* see* • • • • • • • • • W12X6 SYP No.1 • •••• •••• ••••• SLIDER Left 2 X 4 SYP No.2ND 1 -7 -13 • • REACTIONS (lb /size) 10=670/0-11-5,8=513/0-2-8 • • • • • Max Horz 10= 384(LC 2) • • • • • • • • • • • • • Max Uplift10=- 1437(LC 2), 8=- 860(LC 2) • + + • • • • • FORCES (lb) - Maximum Compression/Maximum Tension • • 00:0 • • • • • • • • • TOP CHORD 1 -2 =- 625/161, 2 -3 =- 562/145, 3 -4 =- 576/708, 4 -5 =- 69/23, 5- 6 = -8/5, 5 -8 =- 220/445 • • 0000 :4000: BOT CHORD 1-10=-115/630,9-10=-115/246,8-9=-874/539,7-8=0/0 • • • • • • • • : WEBS 3-10=-581/1211.3-9=-1146/670,4-9=-741303,4-8=-589/954 • • NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category ll; Exp C; Kd 1.00, enclosed; C -C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1437 lb uplift at joint 10 and 860 Ito uplift at joint 8. 4) 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) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 3 = -90, 1- 10 = -20 Trapezoidal Loads (plf) Vert; 3=- 90- to- 5=- 146(F = -56), 5=- 146(F=- 56)- to- 6=- 149(F = -59), 10=- 20- to- 7=- 33(F = -13) I Job —Truss — !�TrussType_. -- - --ty- -,Ply ---- -.. - -- ;BRENDA WYSONG (JI) 5914 CJs ; ROOF TRUSS 1 1 i l 0013 --- 'Job R efere nce ( option al DECO TRUSS COMPANY INC. - -- - -- -J 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:43 2007 Pagel i0 -2 -1� 1 -10 -10 5 -7 -14 0 -2 -13 1 -10 -10 3 -9 -4 2x4 II Scale= 1:10.41,: 5 4 2.12 12 l 3 I 2 T1 W3 1 W2 W1 W1 61 4x6 II 3x4 4x6 = 8 7 10x10 1 -5 -0 5 -7 -14 r - � 1 -5 -0 4 -2 -14 Plate LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (10c) 1 /deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) -0.01 7-8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.25 Vert(TL) -0.01 7 -8 >999 240 • • • • • • BCLL 0.0 -Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 7 n/a nla • • • • � • • • • � • • BCDL 10.0 Code FBC2004ITP12002 (Matrix) • • fight: 27 lb • LUMBER BRACING •••••• • •• • •o � TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directlyy aFF��lied or 5 -7 -14 oc purlins, except e •nd • • ve•nc�ls. BOT CHORD 2 X 4 SYP No2ND BOT CHORD Rigid ceiling directly a pplied or�O 16 • • • •••••• WEBS W12X6PSYPNo.tµExcept` •••+•• • ••0• • • • SLIDER Left 2 X 4 SYP No2ND 1 -7 -13 *Goo so** • • • • • REACTIONS (lb /size) 8=471/0-11-5,7=163/0-2-8 • • • • • Max Horz 8=314(LC 2) •• •• •• • •••••• Max Uplift8=- 1252(LC 2), 7=- 268(LC 2) • • • • • e • • • FORCES (Ib) - Maximum Compression /Maximum Tension • • * so** ,, • • • • • • TOP CHORD 1-2=-648/156,2-3=-5731138,3-4=-71/16,4-5=-510,4-7=-153/371 • • • • • • • � BOT CHORD 1-8=-1071645,7-8=-107/331,6-7=0/0 • • • • • • • • • WEBS 3-8=-39411076,3-7=-338/110 •• NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= S.Opsf; BCDL= S.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1252 Ito uplift at joint 8 and 268 lb uplift at joint 7. LOAD CASE(S) Standard I i j F Job TTrusi Truss Type Qty Ply ; BRENDA WYSONG (JI) 5814 CJ5A 1 ROOF TRUSS 2 1 0014 1 -_._ __ -_,_� 'JobReferencejoptional)_ DECO TRUSS COMPANY INC. - - " - - -- 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:442007 Page 1 I I 1 0 -2 -1$ 1 -10 -10 5 -7 -14 , �r 0 -2 -13 1 -10 -10 3 -9 -4 2x4 1 Scale= 1:10.41 5 4 i 2.12 12 3 2 T1 W3 1 W1 W2 W1 B1 4x6 11 3x4 — 4x6 = 8 7 10x10 1 -5 -0 5 -7 -14 1 -5 -0 4 -2 -14 -- -- Plate Offsets (X,Y): 1:0-2-8,0-5-5],18:0-2-8,0-2-1121 LOADING (psf) SPACING 2 -0 -0 1 CSI DEFL in (loc) I /deff L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) -0.01 7 -8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.26 Vert(TL) -0.01 7 -8 >999 240 *000* BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.00 7 n/a n/a • • • • • • • • • • • • • BCDL 10.0 Code FBC2004/TP12002 (Matrix) • • Vft2ight: 27 lb 0 • • LUMBER BRACING 0000•• • • •• •• 000 0• TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly a{a)lied or 5 -7 -14 oc pudins, except en vI - a 6 ls. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied obi D'0'bt Gracing. • • 000•• • WEBS 2 X 4 SYP No.2ND *Except* • • • • 0000 0• • W 1 2 X 6 SYP No.1 6 • • • SLIDER Left 2 X 4 SYP No.2ND 1-7-13 0000 000 0000• 0000•• • ••i6• REACTIONS (lb/size) 8=471/0-11-5,7=163/0-2-8 • • • • • •6 • Max Horz 8= 363(LC 2) • • • • • • • 0.0 0. 6 Max Uplift8=- 1402(LC 2), 7=-321 (LC 2) • • • • • • 0 • FORCES (Ib) - Maximum Compression/Maximum Tension • • • • • • • 6 • • • • o • TOP CHORD 1-2=-694/156,2-3=-608/138,3-4=-80/16,4-5=-5/0,4-7=-153/424 BOT CHORD 1-8=-1071695,7-8=-107/331,6-7=0/0 i • • • • 0000 • 6 • • • • WEBS 3 -8 =- 394/1225, 3 -7 =- 339/110 • • • 000 • • • NOTES 00 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C, Kd 1.00; partially; C -C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1402 lb uplift at joint 8 and 321 lb uplift at joint 7. LOAD CASE(S) Standard ..__.. __.. - -_ - - -- -.___ Y I _ . - -- - ___ -_._. - - - - -- - - - - - -- Job Truss - - Truss T e - Qty PI -- - BRENDA WYSONG (JI) 5814 - J6 ROOF TRUSS 5 1 0015; YP DECO TRUSS COMPANY INC. --- 1 � Job Reference oPtionalL _ 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:44 2007 Page 1 I 600 6 -0 -0 cale = 1:11.1, I 3.00 F1 2 I 48 T1 2 Wt W1 0 0 61 3x6 II 4 I 3x6 11 1 -0 -0 1 -4 -0 , 6 -0 -0 1 -0 -0 0 -4 -0 4 -8 -0 ------ - - - - -- Plat Offsets (X,Y): -2 -8 0 -1 -8j --------- - - - - -- —- - - -- - - - -- ---- - - - - -- - - - -- _ - - - - - - -- - - - - -- • • • • LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d • • ELATES • (aKIY • • • • • TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) 0.06 4 -5 >880 360 • • bIT20 • 244/160 • TCDL 15.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.05 4 -5 >999 240 • • • • BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) -0.07 3 n/a n/a • • • • • • • • • • • • • • BCDL 10.0 Code FBC2004ITP12002 (Matrix) • • • • Weight: 21 Ito • • • LUMBER BRACING • • • • 00 0 • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing direatlyappliied or 2- 2- 14(wowlis. 00000 BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. • • WEBS 2X4 SYP No.2ND 09:00: •• •• • •• ••• �•�•• SLIDER Left 2 X 4 SYP No.2ND 1 -3 -14 • • • • 0000•• • REACTIONS (lb /size) 3=177/0-1-8,4=5310-1-8,5=432/0-8-0 :00:0: • • Max Horz5=421(LC 2) 0 0 •••• ••••�• Max Uplift3=- 452(LC 2), 4= -22(LC 2), 5=- 987(LC 2) • • • • 0000 • • • • • •0096• FORCES (lb) - Maximum Compression /Maximum Tension • • • 000 • • TOP CHORD 1-2=-494f75,2-3=-121133 • • BOT CHORD 1-5=-0/421,4-5=0/0 • • WEBS 2 -5 =- 39911092 I NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h=22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 3, 22 lb uplift at joint 4 and 967 Ito uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard 1 j _ _ Job i Truss - russ Type - _ __.._.. -- -- Qty y _ TPI 1 BRENDA WYSONG (JI) 5814 �J4 ROOF TRUSS 4 1 00161 _ -_- _ __ _1 '...Job Reference _ optional) - - - -- DECO USS TR COMPANY INC. '� 6.500 s Jan 15 2007 MiTek industries, Inc. Mon Feb 19 15:21:45 2007 Page 1 J I 4 -0 -7 3 4 -0 -7 Scale = 1:8.51, i 3.00 12 4x8 2 T1 HW1 W1 T 0 B1 3x6 II 5 4 — 1 -0-0 1 -4 -0 214 II 4-0-7 1 -0 -0 0-4 -0 2 -8 -7 ------- - - - - -- - - -— - -- - - - - - -- —— ...-- - -- ----- Plate Offsets X,Y : 1:0 -2 -8 1 -8 • • • • LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Ildefl L/d • • j'LATES �,Si� • TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) 0.00 5 >999 360 6 • IAT20 • 244/160 • TCDL 15.0 Lumber Increase 1.33 BC 0.12 Vert(TL) 0.00 4 -5 >999 240 0 • • 6 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.00 3 n/a We • • • : • • • • • • 000000 BCDL 10.0 Code FBC2004rFPI2002 (Matrix) • • • • • yVelght: 151b • • • 0009 0000 0 0 -- ____..-- - -- -- ------ - - - - -- ----- - - - - -- sa -tea • a- - -- LUMBER BRACING • * TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing dire@*applied or 4 -0-1 #q" jin s. 90 • • • BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. • WEBS 2X4 SYP No.2ND 60.00• • • 00• 00000 SLIDER Left 2 X 4 SYP No.2ND 1-3-14 00 6 66 6 0 •0••6• • REACTIONS (lb /size) 3= 87/0 -1 -8, 4= 17/0 -1 -8, 5= 341/0 -8 -0 • • • • • • • • Max Horz5=319(LC 2) • ••0• 006.00 Max Uplift3=- 236(LC 2), 5=- 868(LC 2) 000000 Max Grav3 =87(LC 1), 4 =18(LC 2), 5= 341(LC 1) • • • • FORCES (lb) - Maximum Compression /Maximum Tension • • TOP CHORD 1 -2 =- 331/57, 2- 3= -64/15 • • BOT CHORD 1-5=0/319,4-5=0/0 WEBS 2 -5 =- 2751754 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category ll; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 Ib uplift at joint 3 and 868 lb uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Job Truss :Truss Type - - - -- ! Qty !PI -- - - -- - -- - -, Y BRENDA WYSONG (JI) 1 5814 J4A !ROOF TRUSS 1 0017 �JobReference o�onal _ __ DE TR OMPANY IN . 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:2 2007 Page 1 CO USS C C 9 i i 4 -0 -0 3 i I 4 -0 -0 Scale = 1:8.41 3.00 F1 2 48 2 T1 I I HW1 W1 m 0 61 3x6 It >< X 5 4 1-0-0 1-4 -0 24, II 4 -0-0 - - 1 -0 -0 0 -4 -0 2 -8 -0 Plate Offsets X,Y :11: 9-2-8,0-1- - 8L LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Lid • 0 ELATES R • TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) 0.00 5 >999 360 • • T20 0 244/1Q0 • TCDL 15.0 Lumber Increase 1.33 BC 0.12 Vert(TL) -0.00 5 >999 240 0 • • 0 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) -0.00 3 n/a n/a 00000 • • • • • • 0 6 • • BCDL 10.0' Code FBC2004ITP12002 (Matrix) 0 0 • • Weight: 15 lb • • 0 - - -- _ -. -- — - — — -- _ - - - -- - -- - - -- - - - -- - -- - -rr' rrr -- LUMBER BRACING 0000 • • 0 0 • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing direWl* W& ed or 4-0-t QWVgjn%. 00000 BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. • • WEBS 2X4 SYP No.2ND ••0•r.• • 6a• 60.60 • • • 0 0 SLIDER Left 2 X 4 SYP No.2ND 1 -3 -14 0 • • • 00 • • 0 0 • • • • REACTIONS (lb /size) 3=85/0-1-8,4=i7/0-1-8,5=340/0-8-0 :00:0: 0 0 0 Max Horz5= 317(LC 2) • 6 00.0 • • • • • 0 Max Uplift3=- 231 (LC 2), 5=- 866(LC 2) • • Max Grav3 =85(LC 1), 4 =19(LC 2), 5= 340(LC 1) 0 0 0 0 0 0 0 0 • • • •006.0 FORCES (lb) - Maximum Compression /Maximum Tension • • TOP CHORD 1-2=-328/57.2-3=-62/15 0 BOT CHORD 1-5=-0/317,4-5=0/0 WEBS 2- 5=- 2731749 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Extedor(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 3 and 866 lb uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard L - --- -- ---_- 5514 — J48 - - — - - - OF TRUSS - i - -- -- I BRENDA WYSONG -- - -- - - -' JI - - -- —._ 00181, Job Truss —T,.. — Ty -- p — e ------- russ T e it]ty Ply i _? L 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:21:46 2007 Page 1 ____ _ _ __ _ _ Job_ Reference o tional _ DECO TRUSS COMPANY INC. - - 1. 4 -0 -0 3 4 -0 -0 Scale = 1:8.41 . I 3.00 F1 2 4x8 2 T1 HW1 W1 o i B1 3x6 11 5 4 1 -0 -0 r 1 -4 -0 214 it 4-0-0 1 -0 -0 0 -4 -0 2 -8 -0 Plate Offsets X,Y :L:0 -2 -8 0 LOADING (psf) SPACING 2 -0 -0 i CSI DEFL in (loc) I /deft L/d i • • gLATES • GRIT • • • • TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.00 5 >999 360 • • VT20 • 24411W 0 TCDL 15.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.00 5 >999 240 • • • • BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 3 n/a n/a 00600 • • • • *00000 BCDL 10.0 Code FBC2004/TPI2002 (Matrix) •�• • • • yUeighh 15 lb 0 • • LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing dire 0000 •••• atto W*I ed or 4 -0 -1 SWI jrs. • • 00000 BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. • • ft WEBS 2X4 SYP No.2ND •••66• • ••• •66•• SLIDER Le2X4SYPNo.2ND1 -3 -14 00 0 0 006000 • REACTIONS (lb /size) 3=85/0-1-8,4=17/0-1-8, 5= 340/0 -8 -0 :00:9: • • • Max Horz 5= 369(LC 2) 0 0 090* 0 0 0 0 0 0 Max Uplift3=- 276(LC 2), 5=- 967(LC 2) • • • • 0000 • • FORCES (lb) - Maximum Compression /Maximum Tension • 00 0 0 000 0 0 6.0 0 0 TOP CHORD 1 -2 =- 377/57, 2- 3= -73/15 6 • BOT CHORD 1-5=-0/369,4-5=0/0 • • WEBS 2 -5 =- 273/860 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; partially; C -C Exterior(2); cantilever left exposed Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint 3 and 967 lb uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard I Job Tess - - -- �TrussType -- - -_ Qty Ply BRENDAWYSONG (J1) -- - - -- r -�— - - - -- — - 15$14 0019 IJ2 - ! ROOF TRUSS 10 1 Job Reference (optwnal) DECO TRUSS COMPANY INC. - - - 6.500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:2146 2007 Page 1 3 L 1-4-0 2-0-7 1 -4 -0 0 -8 -7 3.00 12 2 Scale = 1:6.5 ! 1 i 1 i T1 T X 1 m 0 81 3x4 = 5 4 1 -0 -0 1 -4 -0 2 -0 -7 1 -0 -0 0-4 -0 0 -8 -7 Plate Offsets (X,Y): 5:0 -1- 11,0 -0-12 _ LOADING (psf) SPACING 2 -0 -0 I CSI DEFL n (loc) Weft L/d • • PLATES • *GNP • +++ � + • TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.00 5 >999 360 �• • • :AT20 0 244/19 + • TCDL 15.0 Lumber Increase 1.33 BC 0.18 Vert(TL) 0.00 5 >999 240 0 • 0 0 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 3 n/a n/a • • • + • • 00 06 000000 BCDL 10.0 Code FBC2004/TP12002 Matrix • Weight: 9 l LUMBER BRACING • • • • • • • • • • TOP CHORD 2 X 6 SYP No.t TOP CHORD Structural wood sheathing dRejt�appllbd or 2 - 091 c pu lift. + • • • • BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 1 Q -d oc bracing. • • WEBS 2X4 SYPNo.2ND 00.96• 9 • 0000• REACTIONS (lb /size) 3=-100/0-1-8,4=-3010-1-8,5=353/0-8-0 • • + • • • • + • • +: • Max Horz5= 185(LC 2) • • • • • • • • Max Uplift3=- 100(LC 1), 4= -30(LC 1), 5=- 1046(LC 2) • • • • Max Grav3= 262(LC 2), 4= 123(LC 2), 5= 353(LC 1) 0 • FORCES (lb) - Maximum Compression /Maximum Tension • • + • • + • • TOP CHORD 1-2=-191/52,2-3=-38/63 00 0 00+ • • • BOT CHORD 1-5=0/185,4-5=0/0 • • WEBS 2 -5 =- 2791762 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 3, 30 lb uplift at joint 4 and 1046 lb uplift at joint 5. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard I t � ? i ut I T ' fl - - - -- YP - ..._- - -- -- -_._.- -- - -- - -- --- - -..__ Y y - - -- -- -------- --- - -- - - -- ----------- -- -. -- -- - - - - -- Job Truss - -- T uss Type Ot PI BRENDA WYSONG (JI) 5844 MV2 (ROOF TRUSS l 1 0022 _ _ _ __ _ _ _ erence o tional 2 Job Ref -- - - -- - - - - -- — 500 s - � - - -- - - --- --- - - 1, DECO TRUSS COMPANY INC. 6.500 s Jan 15 2007 MiTek Industries, Inc.. Mon Feb - 19 15.2214 2007 Page 1 i 2 -0 -0 - 2 -0 -0 - Scale = 1:3.8; 1 - - - 3.00 12 T1 I 2-0-0 2-0-0 LOADING (psf) SPACING 2 -0-0 T CSI DEFL in (loc) I /deft L/d PLATES r6 • TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a n/a 999 • • TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 ` • • • • • • • *000:0 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a • • • • • • • • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 5 b _ _ _ -� � •� � •_.__.� . �..___- _aaa�- s -•___. LUMBER -- - i -- � - - -�_ BRACING • • • • • • • • • TOP CHORD 2 X 6 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 2 -0-0 oc purlins. • • • • • • BOT CHORD Rigid ceiling directly applied. • • • • • • 000000 • • REACTIONS (lb /size) 1= 47/2 -0 -0, 2= 47/2 -0 -0 0000 • • • • • • • • • Max Horz 1 =60(LC 2) • • Max Uplift1=- 108(LC 2), 2=- 123(LC 2) 000000 • • :0: • • • • • •• •• •• • 0000•• FORCES (lb) - Maximum Compression/Maximum Tension • TOP CHORD 1- 2 = -32/9 :00:0: 0 • 0 0 - •I•• 0000•0 NOTES • • 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; !r#*•r DOL= 1.33rplate gripe DOL =1.33. • • • • • • • • • 2) Gable requires continuous bottom chord bearing. • • 3) Bearing at joint(s) 1, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. • • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 1 and 123 It, uplift at joint 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard i IJOb .Tess — TnrssType Oty Ply IBRENDAWYSONG (JI) 5814 �MV3 (ROOF TRUSS 1 1 0023 - - - - - -- - - - -- - - -- _ ___.1 _..__ ob ReferenceSopti 6 onall) DECO TRUSS COMPANY INC. - -- _ -- - -- -- - -- - .500 s Jan 15 2007 MiTek Industries, Inc. Mon Feb 19 15:22. 1 2007 Page J I 3 -6 -0 2 x 3 -6 -0 Scale = 1:5.5 3.00 rl 2 T1 i i 3-6rD— i 3 -6 -0 Plate Offsets (X,Y -- -- - - - - -- — LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d • PLATES • fgjt�' • • • • • • • TCLL 30.0 Plates Increase 1,33 TC 0.26 I Vert(LL) n/a n/s 999 • WT20 244/190 • TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert(TL) n/a n/a 999 • • • • • • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a • • • • -- (Mat ix) 1 • Weight: 91b BCDL_ 10.0 — Code FBC20041TP12002 �_ -- __. - -._ __. � --- -_- _ __ __ -_..__ _._. _ -- _- _------- _-- a -•_a -s • • - - - -- -_. _._._.__. -•- - _ - - -_- -+ - -.___ •__ LUMBER BRACING 09000* TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3 -6 -Qoc pudm& except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 901090bc bracing. • • • • 00 • • • WEBS 2 X 4 SYP No.2ND • REACTIONS (lb /size) 1=11913-6-0,3=119/3-6-0 • • • • • • • • • • • • • Max Horz 1= 124(LC 2) • Max Uplifts=- 211(LC 2), 3=- 242(LC 2) :00:0: • • • FORCES (lb) - Maximum Compression/Maximum Tension • - • • ••o• • • i TOP CHORD 1-2=-66/19,2-3=-98/253 • • • • • • • • • BOT CHORD 1 -3 =0/0 • • • • • • • • • NOTES • • 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category ll; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) Gable requires continuous bottom chord bearing. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 1 and 242 lb uplift at joint 3. LOAD CASE(S) Standard i Job TTr - -- iTruss - T e - -- - I t -- I y - -- - - -- - - -- - - - 'BRENDA WYSONG (JI) - - 58'14 ROOF TRUSS - 1 1 j 0020 DECO TRUSS COMPANY INC. YP y 6.500 s 15 2007 M Tek Industries, Inc. Mon Feb 1915:22:132007 2007 Pa e 1 9 i 3 -0 -0 6 -0 -0 3 -0 -0 3 -0 -0 Scale = 1:9.51 I 4x6 = i i 2.00 F1 2 2 j 3 1 Ti T1 i 6 -0 -0 • 6 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft Lid PLATES *&'*Fb TCLL 30.0 Plates Increase 1.33 TC 0.04 Vert LL n/a n/a 999 MT10 • • 4144119E TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a n/a 999 • • • • • • • • • • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a • • • • • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) leight: 14 • • • LUMBER BRACING • • • • • • • • • TOP CHORD 2 X 6 SYP No.1 TOP CHORD Structural wood sheathing direcly a lied or 6 -0 -0 oc urlins. • • • • • • BOT CHORD Rigid ceiling directly applied. • • ep0 • • • e • • • • • REACTIONS (lb /size) 1=72/6-0-0,2=145/6-0-0.3=72/6-0-0 0000 • • • • :0 • Max Upliftl=- 151(LC 2), 2=-286(LC 2), 3=- 151(LC 2) •••••• • ••• ••• FORCES (lb) - Maximum Compression/Maximum Tension • • • • • • • • • • • • • • TOP CHORD 1-2=-10/27,2-3=-10/27 • NOTES • • 00:0 • *00 • • 1) Unbalanced roof live loads have been considered for this design. • • 2) Wind; ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL =5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Extehor(2); cantilever le: and ygh6exposed ; ?&A@r DOL= 1.33 DOL =1.33. • • • • • • • • • 3) Gable requires continuous bottom chord bearing. • • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 1, 286 lb uplift at joint 2 and 151 lb uplift at joint 3. • • 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard I I �- -- - -- iJob truss - - - - - -- - .Truss Ty Ot T 00211 5814 V12 -- - -- I — -- -- — v — Ply B RENDA cWYSONG— (JI) - -- -- - - - - -a ROOF TRUSS 1 1j 1 — -- DECO TRUSS COMPANY INC. 6.500 s Jan 152007 MiTek Industries, Inc. Mon Feb 19 15:22:13 2007 Pagel 6 -0 -0 12 -0 -0 6 -0 -0 6 -0 -0 Scale = 1:19.0 2.00 12 5x6 II 2 5 6 T1 T1 Ci 1 3 61 MEN= 0 ffz6v 3x4 c 2x4 II 3x4 = 12 -0 -0 12 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft Ud PLATES •S IMI& TCLL 30.0 Plates Increase 1.33 ( TC 0.34 Vert(LL) n/a n/a 999 • MT20 • • 7.4.4 X90 660400 TCDL 15.0 Lumber Increase 1.33 BC 0,18 Vert(TL) n/a n/a 999 • • • BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 3 n/a n/a • • • • • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 3PIb • • • 00.00 •• • 0_ •• 09•• LUMBER BRACING 000000 • • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing dire JI4! or 6-0 -0 oc puriins. :0090: BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied q� 0 -0 -0 oL bracing.• • • • • • OTHERS 2X4 SYP No.2ND •••• •••• ••••• REACTIONS (lb /size) 1=176/12-0-0,3=176/12-0-0,4=580/12-0-0 00:00: • • : •: 66:00 Max Upliftl=- 210(LC 2), 3=- 210(LC 2), 4=- 592(LC 2) • • • • • • • 0900:0 Max Gravl= 192(LC 3), 3 =192(LC 4), 4= 580(LC 1) 000000 • • • 1 • • • FORCES (b) - Maximum Compression /Maximum Tension • • 0000 • • • • • • TOP CHORD 1-5=-35/31,2 -5=0/35,2-6=0135,3-6=-35/31 *0000 • BOT CHORD 1-4 =0/16, 3 -4 =0116 : 0099 : • • • • i� WEBS 2- 4=- 436/564 • • • 00 • • • NOTES • • 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf, Category II; Exp C; Kd 1.00; enclosed; C -C Exterior(2) 1 -9 -2 to 4 -9 -2, Interior(1) 4 -9 -2 to 7 -2 -14, Exterior(2) 7 -2 -14 to 10 -2 -14; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 1, 210 lb uplift at joint 3 and 592 Ib uplift at joint 4. LOAD CASE(S) Standard i ',� .. .. I #0001 u STANDARD ROOF VALLEY DETAIL At See note (o}— V7IPPOR ' 7xusses Strop ® 48" o_c. see note (c) below + 3x f -- Supporting trusses at 2• =0 o.c. max -- NOTES: vAU.EY TwSSES (a) Provide continuous brocing on verticals vAUZY AREA over 6' -3 Connect - -brocing to verticals w /2 -8d nails and brocing must be tied to a fixed point at each end (b) Max_ spacing for vertical' studs— 8 -0' PARTIAL ROOF LAYOUT On trusses with spores overet` the r ••t• 0000•• vertical should bC O j¢a • ;ad at, fi —Q (c) Conn. for wind upiWj yr/ '1 4" • • m1p. / 6 666..• 16 go. twist 3traroasev -0 in4ervals • • 606•• w 14, 10d nails eptti•Sida tY of•sUp_ 0 • • 12 Max 146 mph wiriMpeed, 20 "fl" mox pitch wall height. (ASC'4i - rT;02 }• : 60601 Su ortin Truss •• 9• •• • 0.00.• P P 9 ;- • . i Volley trusses at 2'-0 o.c_ Max. • 00.6 0690•• • • • 0000 • • 0000• • • L Note. P4 - wood sb,=Ibing mzy be extended below valley 6 wedge nailed to truss w /2 -8d toe nods uusses Provide opening for Amps to connect to vusses or bevel cut bottom chord of volley truss. below. MINIMUM GRADE OF LUMBER REFER TO ENGINEERING F8C- 2001 DECO TRUSS COMPANY Mahmound Zoifaghari, P. . SHEETS 13980 S.W. 252 ST. Consulting - Engineers PRINCETON, FL 33032 13901 S.W. 108 Ave. LOADING L (PSF STR. INCR.: 33X Miami, Florida 33176 l S Phone 305 -253 -2428 Fax 305- 235 -4248 70P 30 • DRAWN BY: BOTTOM o -. IC) CHECKED BY: Florida Professional Engineering License No. 36921 PACING -24 I,, O. REP. STRESS:YFI Special Inspector License No. 636 kT - STANDARD LA TERAL WE BRACING F tE 'kam BY WAIAI OFFKCL TRUSSES 0 24" O.C. TYP. 2x;4 LATERAL BRACE PER TRUSS DESIGN WITH 2-10d NAILS PER WEB FOR FORCES UFO TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X-- BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' --0" FOR FORCE_ GREATER THAN 2509 lbs. END OF BRACING MEM. " DETAIL SHALL BE RIGID PO 14 �OR X- r BRAC O ED A AS NOTED LATE RAL BRACING D t_„_ - TAI L ON THIS DETAIL. 0000!! •• !• •!!!!• • ALT. L ATERAL BRACI - D ETAIL '::::' - ! TRUSSES 0 24" � 0!0000 0 •' 0. C. TYP. t -�' :T-- BRAG& SAt, rt c4 '. AND' &R -A13 w AI WC1. J T - BRACE WITH ,� ' 2x6 MAX. 10d NAILS 0 6 � 0. C. IYP. WEB SECTION DETAIL. NOTE: BRACE MUST BE 80% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER TPI -92 Crit. c —, o Mahmound Zo1�a hai, P. E_ T. C. REFER TO SEPERATE ( Consulting Engineem, Webs ENGINEERING DWG, Revised: 13 S.' . 12, A ve. o .._._ 7/7/94 o �.�1i��uni, Florieta 33176 t0A0Ir�O PSF CC roc Phone 305 - 53 -2428 Fax � 305 - 235 -4248 L a) STR. INCR.: r "Icrt;a 1}resszcna? L:sneelii¢ Lien fib. 3921 TOP DRAWN BY: G.L.H. pv ial inspector License No. 636 BOTTOM CHECKED BY:.I,A.I. � In O.C. REP. STRESS:YES MiTek Industries Inc. Approved for Mi fek" Itld t75tri e$ Inc. o 0 TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 HIP I JACK HANGER DETAIL SHEET 1. FOR HIP CORNER JACK 5' -0" AND T -0" SETBACK, USE USP HJC26 UNIVERSAL HIP HANGER OR EQUAL, ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) -16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL FOR HIP CORNER JACK 9' -0" AND 11' -0" SETBACK, USE USP IVC2j • 0 • • • UNIVERSAL HIP HANGER OR EQUAL ON BOTTOM CHORD. TDB 13IORDS . .' NAIL WITH THREE (3) -16D NAILS AND USE USP HCPL (La) HHRWAA• • • • • •' • CLIP OR EQUAL 2. FOR 1' -0" TO 9' -0" SIDE JACKS, NAIL TOP & BOTTOM CHORD ] j'j THRF,E... .....' (3) -16D NAILS AND USE USP HCPL ") HURRICANE CLIP OR•tQ0AL AT- • : .... : • TOP & BOTTOM. " "" ' 3. FOR COMMON JACKS 5' -0" TO T -0 USE USP CLPBF BUTTER4y WGjff • ; • • • • OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) -' .: 16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL AT TOP 4. FOR COMMON JACKS 9' -0" TO I F -0 ", USE USP THD 26 HANGER OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) -16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL AT TOP MOTE: Refer to attached Miami -Dade County Product approvals for naffing and proper use of hangers. "n� fi tic ei3e N o. 36921 m • • • • GENERAL NOTES BUTTERFLY HANGER 1) GRADE 33� MIN. P RO D UCTS IELD 33 KSD AND A S TEEL AS A653 PER S TRUC T URAL A924. DUALITY + C C L P B F > - 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED + 3) +�IS SO.I.Ln T ;pVS a p AO R n• x. E_ II>• iT' yg.. flAeLVE26 .S111LE{Li.1�IS'[ltvSTUTAC DIMENSIONS FASTENERS ALLOWABLE LOADS + PRODUCT TN1i T3Q71�RQF_ASCEPSAIiCR�1,1pTU� �„1+A1- ltAf�L� laE g,F,C.C. CODE GAUGE W H HEADER JOIST d 13 4) ALLOWABLE LOADS ARE TION FOR WOOD CONST BASED ON THE NATIONAL DESIGN SPECIFICARUCT 6 ION L991EDITION 6 1993 ERRATA, FOR SOUTHERN PINE CSG =0.55 OR BETTER) AND TEST PERFORMANCE W ACCORDANCE WITH ASTM 0-1761. 12 3 815 815 - 5) ALLOWABLE LOADS FOR WIND UPLIFT HAVE ALREADY BEEN INCREASED BY A DURATION LOAD OF 33% AND CLPHF 18 I 9/16 • 3 12 6 815 815. NO OTHER INCREASE IS ALLOWED. CLPBF• 3 18 2 5/8 • 2 112. 12 6 815 815' FOR OFFICE USE UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE •• ••• • • • •• MONTGOMERY MN 56069 APPRw as IDOIPIYWB WI lu PRODUCT RMWFA DtQ TC s � ; iol &OWTANCB -m s5.S • BE • " WOOD CONNECTORS f�IBanorlDA ` PRODUCIIt10N 10. BUILDING CODE COWUAMCE ow p • ACBEPIARCE NO.Q W -11 2, Inn". • DATEi --mv - C2)DECO � • • • • • ,.. • • D RAWING NUMBERS _ ar c�r_____ THOMAS A. KDLDEN, P.C. • • • • • • • • -� • SHEET NUMBER: LoF >_ CIVIL NUMBER FLN50899 • • • —1t • • ----------- - -- - . ... ACCEPTANCE NO.: 02- 0102.0 • ' EXPIRES: 02/15/2007 PRODUCT STEEL DIMENSIONS Cin.) FASTENER SCHEDULE ALLOWABLE LOADS Clbs.) GENERAL NUTES N. CODE GAUGE W H D A HEADER JOIST DOWN UPLIFT 1) STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 331 U•I1 ' AND A MINIMUM GALVANIZED COATING OF G -60 HJC26 12 5 7/8' S 3/8 3 1/4 1 3/4 C!6) 16d C12) 10d 2245 1550 eY FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED HJC28' 12 5 7 /B' 6 3/4 ' 16x1 <14) IOd . 2805 ' 2018 ' 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B . A SHtMT TERM 3 1/4' 1 3/4 C20) DURATION FACTOR 13F 33% FOR WIND LOAD CONDITION. NO FURTHER INCREASE ALLOWED. - 1 Published load is for total of hip at 45 degrees and ,jack at 90 degrees combined 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM 2 Minimum header thickness shall be 2 inches for 16d nails. . DURATION FACTOR ' 3 Allowable DOWN load listed is at 100% Duration of Lood 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION d 1993 ERRATA, FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER) L TEST PERFORM IN ACCORDANCE WITH ASTM D1761 ok M J� �1 HJC TYPICAL HJC INSTALLATION PRODUCT STEEL DIMENSIONS On.) FASTENER SCHEDULE ALLOWABLE LOADS (tbs.) CODE .GAUGE W H D A HEADER JOIST DOWN UPLIFT IB 19/t6 3 l/8 1 3/4 1 C4) 10d C2) 10d 645 NIA - JUS24r , iyHili; n;-t 1FlYnbYrcR1 l,1Af ... _. ' ;; .h wish lhs trhxk"1 f JUS26 18 t 9/16 4 13/16 1 3/4 1 C4) 10d ' C41 10d 840 ' 860 JUS28 18 1 3/4 1 C6) lOd' C4) lOd 1065 860 1 9/16.6 11/16 JUS21D • 18 i 1 9/16 7 13/16 1 3/4 1 1 CB) IOd• C4) IOd 1290 ' 860 O1 Ykka 1 Specified Joist nails shall be Installed at 30 to 45 degrees horizontally such that they penetrate through the end of the Joist and into the header. 2 Mnimum header thickness shall be 1 3/4 Inches for 10d nails. 3 Allowable DOWN load listed is at 100% Duration of Load. - UNITED STEEL PRODUCTS CO 4 Uplift Loads listed as N/A had uplift capacity less than the required 700 pounds. 703 ROGERS DRIVE r MONTGOMERY MN 56069 N • •o o o 0 0 0 FACE MOUNT apol • ••• JOIST HANGERS ?� •� • . . • • 0 00 00 e DATEt • • `� • • • DRAWING NUMBERi D &i/ THOMAS A. KOLDEN, P.E. ,_� • ;' ; • ; SHEET NUMBER _jF_Q CIVIL NUMBER FL #50899 TYPICAL JUS INSTALLATION • • • • • • • • ••• ••• ••• NOA No: 06-0601m 01 Of Expiration Date: Jane 04, 2007 • : • • : • Approval Date: July 20, 2006 A2 A I • PA TIES INSTALLED HACK -TO -BACK I,�41 i �6 TOP PLATE 1 1/ (STUD APPLICATI ❑N) DETAIL A 1(HNi HCPL LONG TIE HURRICANE ANCHOR TIES INSTALLED CL /R> DIAGONALLY TOP PLATE PRODUCT FASTENERS ALLOWABLE L ❑ADS GAUGE LATERAL UPLIFT 133% CODE RAFTER PLATE STUD Al I A2 6d 8d HCPL(L /R) 20 4 4 4.1 180 60 400 510 A STUD APPLICATI ❑N PRODUCT RENEWED ACCEPTANCE Na 6j 6lU6 E" ON P& UCT CONTROLDMSION GENERAL NOTES BUBAINO CODE COMPUANC&CF9'8 1) THE APPROVED PRODUCTS SHALL BE MADE OF STEEL CONFORMING TO ASTM A653 STRUCTURAL QUALITY GRADE 33 (MIN, YIELD 33 KSI) AND A MINIMUM GALVANIZED COATING OF G60 PER ASTM A924. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED FOR OFFICE USE UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE 3) THE USE OF (2) ANCHORS INSTALLED DIAGONALLY ACROSS FROM EACH OTHER OR BACK -TO -BACK IN ORDER MONTGOMERY MN 56069 TO ACHIEVE A MINIMUM ALLOWABLE UPLIFT OF 700 LBS. SEE DETAIL A. • • • • • • • •A: . .IWtlED "COMPLI116 11110 IitE • • • • • iiv tC t 4) ALL INSTALLATIONS SHALL BE DONE IN ACCORDANCE VITH THE MANUFACTURERS iNSTRiUCTIONS, iF1IS YDTIfY OF ACCEPTANCE AND THE APPLICABLE SECTIONS OF THE SOUTH FLORIDA BUILDING CODE• 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATION FOR WOOD CWTRU6yQN •• WO OD CON • ✓ 1991 EDITION 6 1993 ERRATA, FOR SOUTHERN PINE (SG =0.55 OR BETTER) AND TEST PERFIIRMANCE 1 IN ACCORDANCE WITH ASTM D -3761. ,� 6) .ALLOWABLE LOADS FOR WIND UPLIFT HAVE ALREADY BEEN INCREASED BY A DURATION LOAD OF 33% AND DO1tHIO CODE CD1UB� m NO OTHER INCREASE IS ALLOWED, • • • • • • • • • • • DATE: � osnsiaL_ • • • • • • • • • DRAWING NUMBER: _ HcP_utjL -_ THOMAS A. KULDEN, P.E. • • • • ••.. • • •.` a •- • SHEET NUMBER: __f_9E L_ CIVIL NUMBER FLrt50899 ACCEPTANCE NO.: 0 0102.06 • • • • • • • EXPIRES: 01 /11/2007 GENERAL NOTES I 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 331 AND A MINIMUM GALVANIZED COATING OF G90 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED - 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 33% FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR L 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION L 1993 ERRATA, FOR SOUTHERN YELLOW PINE <G= 0.55 OR BETTER) 4 TEST PERFORMED IN ACCORDANCE WITH ASTH D1761 RT RAFTER TIE SERIES TA /TAR TRUSS ANCHOR SERIES 14 GAUGE 14 GAUGE Product Dimension Fasteners Allowable Load Product Dimension Fastener Allowable Load Code L 16d Down 100'A Uplift 133% Code Length 10d 10' Uplift L1 L2 RT8 8" 6 340 TAl2(TAl2R 12" 5 215 245 RT10 10" 8 455 TA141TA14R 14" 8 830 215 245 RT12 12" 8 455 TAISMA16R 16 6 830. 215 245 RT14 14" 10 565 755 TA161TAISR 1$" 7 9170 215 345 RT16 16" 12 680 905 TA201TA20R 20" 9 1040 215 345 RT18 18" 14 795 1020 TA22JTA22R 22" 10 1155 255 345 RT20 20" 16 905 1020 TA241TA24R 24" 11 1 1270 1 255 11 345 RT22 22" 18 1020 1020 Notes 1) L1 are loads applied parallel to bearingwal RT24 24" 18 1020 1020 2) L2 are applied perpend'icuiarto bearingwall RT28 28" 18 1020 1020 3 Mnimum embedment of ties 4" 4) Allowable loads fbr upl L1 and L2 are not to be combined RT30 30" 18 1020 1020 6) Mnimuan nal penetraation 1.5" TA R TA R732 32" 18 1020 1020 00 0.0 • • • • • •• RT34 34'• 18 1020 1020 • • • • • • • • • RT3 36" 18 102 102 • • • • • • • • .x 6 pryp t e� efp [N YuG UNITED STEEL PRODUCTS COMPANY R . T V V 38 19 10 1020 • • � • • • • • • •� AS COUPL V1p �a Y W M ]03 ROGERS DRIVE, MONTGOMERY, MN 56069 SOUTH ROtItA MLIIY6 to /- PMDNE (S07) 3W -7333 RT40 40" 18 1020 1020�� uE RT44 44" 18 1020 1020 OR RT AND TA SERIES RT48 48" 18 1020 1020 • • • • ,�� ,gyp .,tE • • • • • • • O Lotf13101 1) Number of fasteners shall be equally divided betwee% tf j ?n0 *yg 0 0 OOUILOINSCon cola wham b THOMAS ALLEN K❑LDEN • • • � CR o ..Q 10/06/00 PROFESSIONAL ENGINEER (CIVIL) CE9T 2) Penetration Is assumed to be 1 112" Into wood • • • • • • I • Ol- 912 ,D5 - FL❑RDIA REG. NO. 50899 • • • • • • • • so* • SHEEN Pn6Ei i 1 MDADE ACCEPTANCE NO.: _01-0912.05 • • • • EXPIRES• 10/09/2008 . ........... . ... - ------ Hanger A Submittals D E CO TRUSS COMPANY, INC. . ............... .... .............. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone; (305) 257-1910 Fax: (305) 257-1911 www.decotruss.corn Hanger Approvals for Truss to Truss Connections Attached to this package are the approvals for the following HangersIStraps. Hanger / Strap State of Florida or Miami-Dade County I.D. Number Approval Number THD Series _FL 815, NER-478 THDH Series FL821, NER-608 SKH Series FL 815 7 NER-478 HSU 40 & HSU 80 Miami-Dade Approval Numb0.C 2?7,.Ql HSU 100 Miami-Dade Approval Number:01-0724.06 LRT — Rafter Tie Series Miami-Dade Approval NumbbF.0-091-245 ••0• •••••• 06 0 06 0 1 1C./11UU Lull Ull lid l..'VUIr Vlllllll. 1 Cl�{. 1 l/l ,1 .M PRODUCT A PP R OV A L Overview Product Search Organization Product Search Application User: Public User - Not Associated With Organization - Need Hdp ? Application #: FL815 Date Submitted: 10/30/2003 • Product Manufacturer United Steel Products Company Address/Phone /email: 703 Rogers Drive Montgomery, MN 56069 gum {, Technical Representative: Robert Lutz, P.E. s 3 Technical Representative Address/Phone %mail 11910 62nd Street North 3 y Largo, F133773 ($OO) 443 -6442 * ***s o rlutZ C / %.11spconnectors.i-l)n1 • e e • • • • • • • e : • •• • • • • •e•••• •• e• •eeae• Categon : Structural Components e e o 6 . .... 6 e >, Subcategory: Wood Connectors Anch4 Ices • **so **so* • $ ••e••• • •e• ••e•• e Evaluation Method: Evaluation Report from t "fact • Evaluation Entity • e • • • • • • • • • • • • •.. • Referenced Standards from the Florida Building Code: Section Standard Year .: e 1707.3 ASTM D 1761 1988 2314.4.4 ASTM D 1761 1988 Evaluation Entity: National Evaluation Service, Inc. Quality Assurance Entity: PFS Corporation Validation Entity: Product Testing, Inc. Authorized Signature: robert lutz rlutz- �.gibraltar l . com Evaluation/Test Reports Uploaded: PTID 815_T NER- 478_pdf Installation Documents Uploaded: Product Approval Method: Method i Option C Application Status: Approved littp : / /www.floridabuilding.or /pr detl. asp? IPT= 815 &fin= ROSrch 7/8/2404 e y Q N W O N TABLE 6 - THD SERIES � FASTENER SCHEDULE ALLOWABLE LOADS Ibs) STOCK STEEL DIMENSIONS (in) Header' Joist F = 460 psi F, = 625 psi Uplift NO. GAUGE W H D Qty Type Qty - Type 100% 115% 125% 100% 115% 125% 133% 160% THD 26 16 1- 5 3 18 16d 12 - 10d x 1' /z 2430 2795 3040 2430 2795 3040 1520 1825 THD 28 16 1 /8 7 3 28 16d 16 - 10d x 1Y2 3590 3820 3965 3780 3965 3965 2025 2330 THD 210 16 1 9 3 38 16d 20 - 10d x 1% 3970 4255 4445 4715 5000 5115 2535 3040 THD 26 -2 14 3 5 2' /6 18 16d 12 - 10d 2450 2815 3055 2450 2815 3055 1825 2190 THD 28 -2 14 3 7 2 28 16d 16 - 10d 3750 4315 4690 3750 4315 4690 2390 2485 THD 210 -2 14 3 9 2 38 16d 20 - 10d 5090 5855 6365 5090 5855 5365 2985 3585 THD 175 14 1 5 3 1'8 16d 12 - 10d x 1 % 2450 2815 3055 2450 2815 3055 1535 1845 THD 177 14 1 6 3 28 16d 16 - 10d x 1Y2 3810 4180 4335 3810 4380 4485 2050 2330 THD 179 14 1 8 3 38 16d 20 - 10d x 1Y2 4335 4625 4815 5170 5490 5680 2560 3070 THD 46 14 3 /a 5% 2% 18 16d 12 - 10d 2451 2815 3055 2450 2815 3055 1825 2190 THD 48 14 3% 7 2% 28 16d 16 - 10d 3750 4315 4690 3750 4315 4690 2390 2485 THD 410 14 3% 9 2'/ 38 16d 20 -10d 5090 5855 6365 5090 5855 6365 2985 3585 THD 412 14 3% 11 2% 48 16d 20 -10d 6430 6654 6650 6430 6650 6650 2985 3585 THD 610 12 5% 9 3 38 16d 20 -10d 5360 6160 6700 5360 6160 6700 3200 3410 THD 612 12 5% 11 3 48 16d 20 - 10d 6770 7785 8415 6770 7785 8415 1 3200 3840 1 Minimum header thickness shall be 1 inches. z a o . as M w m o se 0 Z m X rionaa Duuaing �oae untine Page 1 of 3 I LL I P RODUCT APP ROVAL r - 1 r I 'ir Overview Product Search Organization Product Search A lication iI User: Public User -Not Associated with Organization - Need Help_ ? I' Application #: FL821 Date Submitted: 10/30/2003 Product Manufacturer: United Steel Products Company Address/Phone /email: 703 Rogers Drive Montgomery, MN 56069 Category: Structural Components Subcategory: Wood Connectors Anchors .... Evaluation Method: Evaluation Report from,g.FqVjict • Evaluation Entity • 0000 soot • • Referenced Standards from the Florida Building Code: Section Standard Year 1707.3 1707.3 ASTM D176'1 2314.4.4 ASTM D176'1' 188 *0 Evaluation Entity: ty National Evaluation Serrvice, Inc. • • • • • • • • •0000• Quality Assurance Entity: PFS Corporation • Validation Entity: Product Testing, Inc. Authorized Signature: robert lutz rlutz @gibraltarl.com Evaluation/Test Reports Uploaded: PTID 821 T NER608.pdf Installation Documents Uploaded: Product Approval Method: Method I Option C Application Status: Approved Date Validated: 10/31/2003 - Page: I GO Page 1 / 5 http : / /www.floridabuilding.org/pr /pr detl.asp ?]PT= 821 &f n= ROSrch 7/8/2004 Page 18 of 19 N ER -608 -t Table 14 — THDH Joist Hanger a Hanger Dimensions (in.) Fastener Schedule'• 2 Allowable Load (Ibf) Stock Steel Header Joist F = 460 Ibf(n F c1 = 625 Ibf /in Uplift. Number Ga W TH D Qty Type Qty Type 100% 115°x6 125% 100%1115%1125% 133 160% THDH26 2 1 12 3 -7/16 5 -3/8 4 20 16d 8 16d 3765 4330 4710 3765 4330 4710 2235 2235 THDH28 -2 12 377/16 7 -1/8 4 36 16d 10 16d 6260 7145 7285 6260 7200 7825 2665 2665 THDH210 -2 12 3 -7/16 9 -1 /8 4 46 16d 12 16d 7215 7470 7640 7910 8260 8260 3490 3490 THDH46 12 3 -9/16 5 -3/8 4 20 16d 8 16d 3765 4330 4710 3765 4330 4710 2235 2235 THDH48 12 3 -9/16 7 -1/8 4 36 16d 10 16d 6260 7200 7825 6260 7200 7825 2665 2665 THDH410 12 3 -9f16 9118 4 46 16d 12 16d 7910 8260 8260 7910 8260 8260 3490 3490 THDH26 -3 12 5 -1/8 5 -3/8 4 20 16d 8 16d 3765 4330 4710 3765 4330 4710 2235 2235 THDH28 -3 12 5 -1/8 7 -1 /8 4 36 16d 10 16d 6260 7200 7825 6260 7200 7825 2665 2665 THDH210 -3 12 51/8 9-1/8 4 46 16d 12 16d 7910 8260 8260 7910 8260 8260 3490 3490 SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 Ibffin = 6.89 kPa; 1 psi = 6.89 kPa. 1. A 16d nail is 3 -1/2 inches (89 mm) long and 0.162 (4.1 mm) inches in diameter. 2. 16d nails driven into the joist shall be installed at 30 to 45 degrees horizontally toward the header. 3. The allowable torsional moment capacity for these connectors shall be 4457 inch -lbf (504 N -m). • 16 d COMMON NAIL • • ..•.•. HEADER ••••• 0 . • • • o e • • a a 1 • 0 • •.• • • • • • • • ° o o • ; A HEADER NAILS JOIST NAILS THDH HANGER q (TOP VIEW} JOIST 45 0 Figure 14* — THDH Joist Hanger t TABLE 7 - SKH SERIES STOCK STEEL DIMENSIONS (In) FASTENER SCHEDULE ALLOWABLE LOADS Ibs w NO. GAUGE Header' Joist F 460 psi F,, = 625 psi Uplift W H D Qty - Type Qty - Type 100% 115% 1 125% 100% 115% 125% 133% 160% SKH 24 16 1 3% 1 4-16d 4 - 10d x 1' /z 510 510 510 510 510 510 505 565 SKH 26 16 1 5% 1 7 /6 6- 16d 6- 10d x 1% 810 890 890 810 890 890 760 910 SKH 28 16 19 /16 7% 1 10 - 16d 8 - 10d x 1'/2 1350 1465 1465 1350 1465 1465 1015 1215 SKH 210 16 1 9% 1 14 - 16d 10 -10d x 1' /z 1790 1 1790 1790 1790 1790 1790 1265 1520 SKH 26 -2 16 3 4% 1% 6 -16d 6 - 10d 810 930 1015 810 930 1015 905 1085 SKH 28 -2 16 3 6% 1% 10 - 16d 8 - 10d 1350 1555 1690 1350 1555 1690 1205 1360 SKH 210 -2 16 3 8% 1% 14 - 16d 10 - 10d 1890 2175 2365 1890 2175 2365 1505 1565 SKH 212 - 16 3 10% 1 16 - 16d 10 - 10d 2160 2485 2700 2160 2485 2700 1505 1565 SKH 36 16 2 4% 1 6 -16d 6 - 10d x 1% 810 930 1015 810 930 1015 760 910 SKH 38 16 2 6 1% 10 - 16d 8 - 10d x 1Y2 1350 1555 1585 1350 1555 1585 1015 1215 SKH 310 16 2 8'/ 1% 14 - 16d 10 - 10d x 1 % 1890 2175 2250 1890 2175 2250 1265 1520 SKH 312 16 2 10% 1 16 -16d 10 -10d x 1 % 2160 2485 2500 2160 2485 2500 1265 1520 SKH 1520 16 1 9% 1 14 - 10d 10 -10d x 1% 1340 1340 1340 1340 1340 1340 1265 1520 SKH 1524 16 1 11% 1 /a 16 - 10d 10 -10d x 1Y2 1810 1990 1990 1810 1990 1990 1265 1520 1 SKH 1520 -2 16 3' / 8'/ 1 14 - 10d 10 -10d x 1 % 1580 1820 1980 1580 1820 1980 1265 1520 SKH 1524 -2 16 3 10% 1 16 - 10d 10 -10d x 1Y2 1810 2080 2260 1810 2080 2260 1265 1520 SKH 1620 16 1 9 1 14 - 10d 10 - 10d x 1' /z 1340 1340 1340 1340 1340 1340 1265 1520 SKH 1624 16 1 11/1 11 1 16 - 10d 10 - 10d x 1Y2 1810 1990 1990 1810 1990 1990 1265 1520 SKH 1720 16 1 9 1 14 - 10d 10 -10d x 1% 1580 1 1820 1980 1580 1820 1980 1265 1520 Z SKH 1724 16 1 11 1 16 - 10d 10 -10d x 1% 1810 2080 2260 1810 1 2080 2260 1 1265 1520 0 SKH 2020 16 2'4 9 1 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 � SKH 2024 16 2 11 1 16 - 10d 10 -10d x 1 % 1810 2080 2260 1810 2080 2260 1265 1520 m SKH 2320 16 2 8 1 14 - 10q. 19 - )Odd( 1 % j 1480 1820 1980 1580 1820 1980 1265 1520 SKH 2324 16 2 10 1 16 - Ad :1840; x :1 2080 2260 1810 2080 2260 1265 1520 a" 0 SKH 2520 16 2 8 1 14 - 194 .:1 D .'J 0; N80 18 1980 1580 1820 1980 1265 1520 SKH 2524 16 2 / 10% 1 16 - 10d 10 -10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKH 2620 16 2 11 /16 8 11 /16 1 14 - 16d • 10 .10d w 1'/ -.1580 1820 1980 1580 1820 1980 1265 1520 a SKH 2624 16 2 10 1 16 - j 6d ; .10 , j 04 413 110'. 2080 2260 1810 2080 2260 1265 1520 c 1 Minimum header thickness shall be 1 inches for 16d coramon nei s and a R inehes for 4 Gd common nails. M Table 7 continued on next page. ... ... . . . . . y co Page 29 of 29 National Evaluation Report No. NER478 6 .s U a � 1F THD Series Figure 6 Figure 2 .... .. .. ...... •••6 ...••. 06.60• • ••• ••r• Si •• `••` • ••6s�• 0 "•' 0000•• • '! • • 0000 0000•• R • • i ; aM • • 0000 • • • • • •6666• i i 14mm 9M ti H Se ries T P Series F 7 Flure *THESE DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF FABRICATION OR ERECTION. R U2 M N Cn 0 h TABLE 7 - SKH SERIES - CONTINUED DIMENSIONS (in) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs) STOCK STEEL Header' Joist F = 460 psi NO. GAUGE F = 625 psi Uplift W H D Qty - T a Qt - Type 100% 115% 125% 100% 115% 125% 133% 160 SKH 46 14 39 /16 4% 2' /z 10 - 16d 6 - 16d 1360 1565 1590 1360 1565 1590 1090 1305 SKH 410 14 3 8% 2' /z 16 - 16d 10 - 16d 2175 2500 2540 2175 2500 2540 1565 1565 SKH 414 14 38 /16 1212 2% 22 - 16d 10 - 16d 2990 3440 3740 2990 3440 3740 1565 1565 SKH 418 14 3 16%2 2' /z 28 - 16d 10 - 16d 3810 4380 4760 3810 4360 4760 1565 1565 SKH 2020 -2 14 4' /s 9% 3% 14 - 10d 10 - 10d 1610 1850 2015 1610 1850 2015 1535 1840 SKH 2024 -2 14 4 11 3% 16 - 10d 10 - 10d 1840 2115 2300 1840 2115 2300 1535 1840 SKH 2320 -2 14 4 9% 3% 14 - 10d 10- 10d 1610 1850 2015 1610 1850 2015 1535 1840 SKH 2324 -2 14 4 11% 3'/2 16 - 10d 10 - 10d 1840 2115 2300 1840 2115 2300 1535 1840 SKH 2520 -2 14 5% 9% 3% 14 - 10d 10 - 10d 1610 1850 2015 1610 1850 2015 1535 1840 SKH 2524 -2 14 1 5% 11'/4 3% 16 - 10d 10- 10d 1840 2115 2300 1840 2115 2300 1535 1840 1 Minimum header thickness shall be 1 inches for 16d common nails and 1% inches for 10d common nails. Z a o . v M S 0 0 0 0 0 0 d • • • • •• • • • • • • O M X .�- • • . . • • . . • ... • . a GIRDER HANGER HEAVY 13/16' MIA. • I • s TRUSS ANCHOR — DTC �•• 1 1 �e 1I/ -a 1 I � ✓ 6 9 �8 Product f e 1 Cade Description E I , I 0!/1� (1) Material: 7 asuae (311 W) ASTM A36. (2) AN 314" bolts require 3' wood penetration and minimumwood vertical width of 5 -112". (3) SoftsASTM A307Orade A. (4) Main member minimum width 4 -112". GENERAL NOTES Product Description Code Header Joist Uplift Perpendicular 1) STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33; U.U.N, ' to Wam Toward Away from AND A MINIMUM GALVANIZED COATING OF G -60 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED ' 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BA A SHORT TERM AURATION FACTOR OF 33Y FOR WIND LOAD CONDITION. ' lied Toward Strap. AL FURTHER INCREASE ALLOWED, (1) Load applied Away from Strap, (2) Load applied p•� 4> ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR ' (2) AIIoJdable Load for Uplift, L1 & L2 shall not be combined 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS The connector shall be subjected to Load In one direction only+. FDR WOOD CONSTRUCTION 1991 EDITION & 1993 ERRATA, FOR SHERN (3) Mlnimurn concrete strength shall be 2500 psi an dmlydmum strap embedn'Mnt shall be 4 ". IN U ACCORDANCE OWITH IN STM�D17.561 OR ETTER) & TEST PERFORM (4) Materlat Strap - 14.aauae and Bottom Plate 20 paucle. FOR OFFICE USE UNITED STEEL PRODUCTS CO 'M 703 ROGER DRIVE Y M N MONTGOMERY 56069 • • • • • • • • • • RZn, ,ry Cf4,9it1i�8 �'jtffi i3Sl; Y N SbOb9 • • • • • • • • Lin FiUNlU4 Wit6W toot ©! • •• • • • • ••• 1 • • • • • • • • Ia+f._,S� �" W OOD CONNECTORS ( Q ISa�Nr• wU9I �'u .t,.l,` :f:F.Y; ra C , ealC aU 0j 6 2 • • • • i DATES _ T11r�L41__ • • • • • • • • • • • DRAWING NUMBER- _mc= u3w -:__ THOMAS A KOLDEN, P.E. • • • • • • •' ` • • SHEET NUMBER- _S o_r_i _ CIVIL NUMBER FL350699 0:6 • • • • ACCEPTANCE NO.: 01- 0724.06 :.: EXPIRES: 10101/2006 I • a s J GENERAL NOT 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 331 AND A NINIMUM GALVANIZED COATING OF G90 2) FASTENERS ARE COMMON WIRE N4ILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 33% FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOYED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED L BY SHORT TERM DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL 4 DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 3991 EDITION 4 1993 ERRATA, FOR SOUTHERN YELLOW PINE CG= 0.55 OR BETTER) L TEST PERFORMED IN ACCORDANCE WITH ASTM D1761 RT RAFTER TIE SERIES TA /TAR TRUSS ANCHOR SERIES 14 GAUGE 14 GAUGE Product Dimension Fasteners Allowable Load Product Dimension Fastener Allowable Load Code L 16d Down 100 Uplift 133% Code Length 10d 16" Uplift L1 I L2 T8 W. 8 340 TAWTAl2R 12" 5 215 245 RT10 10" 8 4455 7A141TAUR 14 8 830 215 246 RT12 12" 8 455 TA16/TA16R 16" 8 830 215 240 R 14 14" 10 585 765 TAIWTA18R 1$" T 940 215 345 T18 16" 12 680 905 TA2VrA2DR 20" S 1 1040 215 346 RT18 18" 14 795 1020 TA221TA22R 22" 10 1155 256 346 FtT2 20" 18 905 1020 TA241TA24R 24" 11 1270 255 345 RT22 22" 18 1020 1020 Notts 1) L1 are loads applied parallel to bea ingwall RT24 24" 18 1020 1020 2) L2 are loads applied perpendledarto beaingwall 728 28" 18 1020 1020 3) 10"Mumembedmentof ties 4" 4) Allowable loads for uplh'% L1 and L2 are not to be combined 730 30" 18 020 0 TA R TA RT32 32" 1$ 020 1020 'a) Mnimum nall penetration IV' 734 34" 18 1020 1020 • • • • • • • • RT30 38" 18 1020 1020 • •i • 000 •• RT3$ 38" 1$ 1020 020 • • • • : • • • • • 0 : Av UNITED STEEL PRODUCTS COMPANY O AS CQ}1RLY��Q IIIIIR i11� 703 RGGERS DRIVE. MONTGOMERY, M 5606 SOUTH f1"011 WALM to PNGNE (507) 3N -7333 RT40 40" 18 1020 1020 ..w RT44 44" 1$ 020 1020 - -- `� eT �pD� RT AND TA SERIES RT48 48" 18 1020 1020 • • • • • • • gpDUi 1 UCriSiAA .aa o.,E, 1 Number offasteners shall bee equally divided be rat�tewand stud • • • BUILDIDB CON cow�IICE b THOMAS ALLEN KOLDEN tl • • 10/06/00 PROFESS ?OVAL ENGINEER <CIVIL) 2) Penetration is assumed to be 1 1/2" into wood •• ; ; •; ; ; • 0 1cm4iieca O1.- DV2'40 FLORDIA REG. Na. 30899 • • • • • • • • * • SLEET. p. 1 1 MDADE O r 0 : 0 • • • : ACCEPTANCE NO.: 01- 0912.05 • • • • • •' ' • EXPIRES: 10/09/2008 ... ... . i I GIRDER HANGER HEAVY TOP /BOTTOM PLATE ANCHORS 18 Ga. Galvanized Steel I - uz•� • • • • p 0 • •• 6 sr is • • i 00 e J I AppiP--a tion Canted Member Design Loads (lbs.) Design Loads (tbs.) Fasteners Des' n Loads (tbs.) Product Ma {erials Dimensions astemers U liFt Fasteners Uplift Product Description Dimensions Bolts Nails Normal uplift COOS A H Stud 1332 Stud 1332 Cade y H Girder Black Carried Member IDDY. 1332 TP 4X l8 n 3 -5/8 10 -10d 1132 10 -16d 1620 HSU 40 Girder H r(Henvy? 3 -1/4• 23' ? 15)-3/4'1(2)-3/4' 8 -lOd 7040 518$ TP 6X 18 gn 5 -5/8' 9 -1/4• 10 -10d 1132 10 -16d 1620 HSU 80 Girder H CHea ) M-3/41(0-3/0 - a-lad 9445 7950 TP 8X 18 ga -3/8 8 -i /a' -10d 1 1132 10 -16d 16 0 Notesi I. Material- 7 gauge (3 /I6 ASTM A36• Note- 1. Minimum nail penetration shall be 1-314• For 10d malls and 2• All 3/4• bolls require 3' wood penetration and minimum wood vertical width of 5 -112 2• for 16d nails 3• Bolts ASTM A307 Grade A 4. Nails on carried member shall have a minimum penetration of 1 -3/4• GENERAL NOTES FOR OFFICE USE UNITED STEEL PRODUCTS CO 1) STEEL SHALL CONFORM TO ASTM A653. STRUCTURAL GRADE 331 U.O.N. 703 ROGERS DRIVE AND A MINIMUM GALVANIZED COATING OF G -60 • • ♦ • • • • • • • • • MONTGOMERY MN 56069 2) FASTENERS ARE C13WON WIRE MAILS UNLESS OTHERWISE NOTED • • • • • • • APPRINED Al CONP1VINO 1101 t11B 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BA A SHORT I&% • • • • • • �UTIR FA09 - DURATION FACTOR OF 33X FOR WIND LOAD CONDITION. • • • • • • • • o NO FURTHER INCREASE ALLOWEIL • • s • • • • DATE mom I(�.� 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION !A'r:� •• • • WOOD CONNECTORS 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS p,40DDCT C0 l DMI5i0q FOR WOOD CONSTRUCTION 1991 EDITION L 1993 ERRATA. FOR SOUTHERN YELLOV PINE (G- 0.55 OR BETTER) L TEST PERFORM BUILDING CODE C011POABCE wo IN ACCORDANCE WITH ASTM D1761 • • ACC&TANCE N0 O • • 00- 1•Z2`1. 1 • • • • • • s • • • i DATE - _l�jpn_ • • • r • • • • •. DRAWING NUMBERS - 1gy _ -_ THOMAS A KOLDEN, P.C. • • • • •• • • • • • SHEET NUMBER- _JLRT_ CIVIL NUMBER FLOSO099 goo rrr • sr♦ r :.; ACCEPTANCE NO.: 00- 1227.01 • • • • • • • • EXPIRES: 12/02/2006 —_ HAND ERECTION — LEVANTAMIENTO A MANO BRACING FOR THREE PLANES OF ROOF BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES GENERAL NOTES NOTAS GENERALES �( Trusses 20' or , , - %� - t /f Trusses 30 or - - EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 Trusses are not marked i any way to identify Los trusses o cue marcados de nine) n modo true L`! 1 Z ' EL ARRIOSTRE EN TRES PLANOS DE TECHO ' the frequency or location of temporary bracing. identifique la frecuencia o localization de los arriostres less, support � less, support at , -' t_ ,_= i Q Refer to BB SC I_B7 Maximum lateral brace spacing Follow the recommendations for handling, (bracing) temporales. Use las recomendaciones de manejo, at peak. quarter points. t Summary Sheet 10' o.c. for 3x2 chords g and temporary racing of trusses. instalaci6n arriostre temporal de los trusses. Vea el folleto f 7f This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Tem porary and 15' o'.c. for 4x2 chords Refer to SCSI 1-03 Guide b Good Practice for y P Levante Levante de LI Diagonal braces installing b BCSI 1 -03 Guia de Buena Prictica para el Manejo. Instalaci6n del pica los IDS cuartos Este metodo de arriostre es para todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. Permanent Bracin I 'S of 15 every 15 truss Handling Installin° &Bracing of Metal Plate rriostre de IDS Trusses de Madera Connectados con for Parallel Chord aces max. s ' Connected Wood Trusses far more detailed trusses de 20 de tramo IDs �I I' P ( ) Placas de MetalDara para mayor information. es o menos. trusses de 30 d - - -- - - - -- ( Try for more information. P ) f Los dibujos de diseno de IDS trusses pueden especificar E Trusses up to 20' -0. pies o men0s. IE Trusses up to 30' Truss Design Drawings may information. g g y s P eci N locations las localizaciones de los arriostres permanentes en los Trusses hasta 20 pies I Trusses hasta 30 pies Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Vea el permanent bracing on individual compression 7 - A rn n P g coin p miembros individuales en cwmpresi6n. Vea la hoja Les6m4�1 Longitud de Tramp Es ciamiento del Arriostre Temporal de la Cuerda Superi BCSI -6Arriostre members. Refer to the BCSI -63 Summary Sheet -Web Member Permanent Bracing /Web BCSI -83 para los art ostres DetTnanentes y refuerzos de los Up to 30' 10' o.c. max. R� Reinforcement for more information. All miembros secundarios other (webs) Para mayor information. E l ( HOISTING — LEVANTAMIENTO g temporal v ( p y Hasta 30 pies 10 pies maxima permanente de The end diaonal permanent bracing design is the responsibility testa de arriostres permanentes son la responsabilidad del Hold each truss in position with the erection equipment until temporary bracing is installed and 30' to 45' 8' o.c. max. trusses de cuerdas brace for cantilevered of the Building Desi net Disenador del Edificio. truss is fastened to the bearing points. arp alelas para mayor trusses must be placed Lateral braces 9 g 9 W 30 a 45 pies 8 pies maxima Sostenga cada truss en position con la gnja hasty with over t que el arriostre temporal este instalado y el 45' to 60' 6' o.c. max. nforma� ion. vertical webs in line 'length lapped The consequences of improper handling, installing wth the support. over two trusses. and bracing may be a collapse of the structure, or truss asegurado en los soportes. 45 a 60 pies 6 pies maxima C . worse, serious personal injury or death. 60'to B °'* 4' °.`.max. INSTALLING — INSTALACION Do not lift trusses over 30 60 a 80 pies* 4 pies maxima El resultado de un manejo, instalacion y arnostre ' by the peak. i inadecuados, puede ser la caida de la estructura o No l p vante del Ico los trusses de mas de 30 pies. * E ngineer g r7{ Tolerances for Out -of- Plane. — Tolerancias para Fuera -de -Plano Max. Truss a6n pear, muertos o heridos. 9 IJ M. Bow Max. Bow Greater than 30' *Consulte a un in P rofessional lro par russesrde trusses 60 ha p �60'. Lengin —> ax� �4 Length • Mas de 30 pies � Le - Length Q See BCSI -B2 for TCTLB options. M.. 9 7/8" 14.6' HOISTING RECOMMENDATIONS BY TRUSS SPAN Vea el BCSI -62 para las opciones r/I Tolerances for D /50 D (ft.) 1" 16.7' Banding and truss plates have sharp edges. Wear RECOMMENDACIONES DE LEVANTAMIENTO de TCTLB. LI Out -of- Plumb. 1/4 1 1 -1/8" 18.8' gloves when handling and safety glasses when POR LONGITUD DEL TRUSS Tolerancias para C3 1/2" 2' 1-1/4" 20.8' cutting banding. Empaques y placas de metal tienen Hordes 60 or less ( Fuera de Plomada. S I 1 -3/g^ 22,g Plumb 3/4" 3' afilados. Use guantes y lentes protectores cuando Q Refer to BCSI -B6 I - , /(mob 1 " 4 , 1 -1/2" 25.0' i mm h 1 -3/4" ' rt los e Su ary Sh eet co r t e m a ues. '" „ 29.2 -1 5 p q 1 /4 Gable End Frame i Bracing D /5o max R 2 ?33.3 HANDLING — MANE)O Q Repeat D styes es. A rox. 1/2 Vea el resumen PP —� BCSI -B6 - Arriostre Repita los arriostres truss length I dig onales. Tagline del truss terminal g I TRUSSES UP TO 30' _ de un techo a dos CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Allow no more No permita mas 0 Use special care in Utilice cuidado TRU6SB6HASTA 30 PIES % aquas. Do not proceed with construction until all bracing is secure) fiec- de 3 put arias de windy weather or especial en dias • • - ref ttr* five trusses with spacer pieces, then add diagonals. Repeat Maximum Stack Height P 9 Y than 3" of de lion fnr every i0° pandeo par coda 10 near power lines ventosos o cerca de • • • • • • • • • • • • • • • • • • � 'nc proce on groupssf four louses until all trusses are set. and properly in place. for Materials on Trusses of span. pies de tramp. and airports. cables electrlcas o de • • • 0 • • • 0 • • • Inst�e fps cinco jrrimeBOSt asses con espaciadores, luego los arriostres I No proceda con la construction hasta que todos los arriostres Material Height (h) aeropuertos. reader bar • • • • 1 • • esten colocados en forma a ro iada Segura. Gypsum Board 12" fi dines. Repita este procedimiento en grupos de cuatro trusses Plywood or OSB 16 P P Y 9 0000• •• •• 0000•• 00.00• •• " 10 ' Toe -in • Toe -in ha que todost °�I�t�s�s Do not exceed maximum stack heights. Refer to I - 64 Asphalt Shingles 2 bandies • • • • • • • 0000•• ® g • • • • • • i • • • • • • Summary Sheet - Construction Loading for more information. Concrete Block 6" 0000 • • • • 0000 ••0• m' Spreader bar 1 /2�to I • • Clay Tile 3 -4 tiles high Spreader bar for P ; 2) BOTTOM CHORD — CUlRDA INFERIOR • • No exceda las mammas alturas recomendadas. Vea el resumen truss bundles g 2/3 truss length • 0 � • • • • • • : • s • 0 00000 •0 • • BCSI -B4 Caraa de Construction para mayor information. Ta line TRUSSES UP TO ON 0 • ••• •0.0• •,• •00 •0• • • • • • • Lateral braces • • • TRUSSES HASTA 60"ES6 • • • • • • • • • • 2x4oilkilil"llik lapped • • • 10• to _ g p above B ader b over �Ev� trusses. •„ O O 0•••00 • • Lo�te • Spreader bar Attach • 0 Z 7( Check bandin Revise los em aques • • • • • 10igr� • • s • • 0 0 • • ®Do not overload small groups or single trusses. ` LJ prior to movin° antes de mover los mid - Freight N g • • • • • P n =�brecarue aegueno r n masses Individuates. burd(�. Paqu yes a trusses i • • • • • • • • � • • • - -- _ s a , apps . •• • • • • • .a_- r- v un _ 'e L ,., I Z Place loads over as many trusses as possible. ( _ ry L3 f ,c W,� v rtcal e✓-"i d Ct;?rea d s he s aenor as groups , _ na.I ., _ fop c ,a G, e 4 €ca,c= de trusses. Spreader bar 2/3 to _ `� .""'-� Coloque as cargos sabre tantos trusses coma sea posible. 1 °`'"°- 3/4 truss length -�' Diagonal braces n( Position loads over load bearing walls. Tagline every 10 truss IJ TRUSSES UP TO AND OVER 60' spaces (20' max.) Coloque las cargos sabre las Paredes soportantes. TRUSSES HASTA Y SOBRE 60 PIES max. ALTERATIONS — ALTERACIONES i 10'-15' , Some chord and web members not shown for clarity. ® Refer to BCSI -B5 Summer Sheet - Truss Damage.7obsite Modifications and Installation Errors An BRACING — ARRIOSTRE Vea el resumen BCSI -B5 Danos de trusses a Modificaones en la Obra y Errores d abn e InAala Refer to BCSI -B2 Summa heet - Truss Installa- 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Do not cut, alter, or drill any structural member of a truss unless Do not store Na almacene Q � ! specifically permitted by the Truss Design Drawing unbraced bundles verticalmente los tion and Temp�ry Bracing for more information. upright, trusses sueltos. Vea el resumen BCSI -B2 - Instalacion de Trusses No Corte, m ere o pe fore ningen ma ment estructura) n l y Arriostre Temporal para mayor information. Q trusses, a menos true este especificamente permitido en el dibujo I del diseno del truss. ONE WEEK OR LESS MORE THAN ONE WEEK Web members ® Do not walk on unbraced trusses. ! ©Trusses that have been overloaded during construction or altered without the Truss Manufacturer's F27' Ni No Gamine en trusses sueltos. prior approval may render the Truss Manufacturer's limited warranty null and void. Top Chord Temporary Lateral Trusses que se han sobrecargado durante la construction o han sido alterados sin una autorizacion v Bracing (TCTLB) • Iii Locate ground braces for first truss directly p r evia del Fabricante de Trusses, pueden reducir o ehminar la garant a del Fabrfcante de Trusses. In fine with all rows of top chord temporary lateral bracin . NOTE: The Truss Manufacturer and Truss Designer must rely on the fact that the contractor and crane operator (if applicable) are ca Bundl stared on the ground for one - g pable to undertake the work they have agreed to do on a particular project. The Contactor should seek any required assistance regarding f 7I es ■ � construction practices from a competent party. The methods and procedures outlined are intended to ensure that the overall ronstruNOn week 0r mare Should be raised by blocking COlogUe BOS aR105tre5 dB tlerra para eI techniques employed will put Floor and roof trusses into place SAFELY. These recommendations for handling, installing and bracing wood at �` to 10' on Center, primer truss dlrectamente en linea con Diagonal braces trusses are based upon the collective experience of leading technical personnel in the wood truss industry, but must, due to the nature of LOS uetes almacenados en la berra o not store on N° almacene en cada una de las filar de arriostres laterales 2x4 min. every 10 truss responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Erection /Installation contractor. It Is not (� max.) the Building Designer, intended that these recommendations be interpreted as superior to any design specification (provided by either an Architect, Engineer, per r uneven ground. tjerra desigual. temporales de la cuerda superior. Una Semana a nk]S deben S8 a levados `•' SpaCBS (20' the Erection /installation contractor trusses ctor or otherwise) for handling, Installing and bracing wood tru and does SD 1$ maX. not preclude the use of other equivalent methods for baring and providing stability for the walls and columns as may be determined ed by Cott tR �9 UeS a Carla B a 10 p ies. im,. Brace first truss we ll I same spacing the truss Erection / Installation contactor. Thus the Wood Truss council of America and the Truss Plate Institute expressly disclaim any �— responsibility for damages goring from the use, application, or reliance on the recommendations and information contained herein. before erection of as bottom chord Some chord and web members not shown for clari ty. For long term storage, cover bundles to pre- additional trusses. � ® lateral bracing vent moisture gain but allow for ventilation. �►, Para almacen- amiento por mayor tempo, WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE cubra loo paquetes para prevenir aumento DIAGONAL BRACING IS VERY IMPORTANT 6300 Enterprise Lane •Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandira, VA 22314 de humedad pero permita ventilation, ! iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! 608/274 -4849 • www.woodtruss.mm 703/683 -1010 • www.tpinst.org BIWARN11x17 20050501 The following pages were originally attached to plans with the following permit # �I� 2-c)o3 - i3°rb �- wole k �V y ,roe : 00 - LOCATION SKETCH SCALE -i's lioo PLAN OF SURVEY SCALE I "= 20 -- { ►� S a y o -� 5 Fovwp�,V Fovno3�a PIPe /J ? – P�f CKote1 LtiYK FC — KG�� " t -61 = LI �' l3� \ J 1 ,Q'u EP2 9 .91 1 1 Qo c 6.5 ' I c h 1S'IJLLCY so t 50 Z _ I is 1( -7 _ I - '2 O J 4 �°,. .i 36.40 N lfl 2-7 S. 0' �S.00' to 7 c "4 N `' O 1�1 • !� 0 O o t s 1 10 1:5 - r S. LEGAL DESCRIPTION:The East one half (2) of Lot 18 and all of Lot 19,Rlock 39,AN AMENDED PLAT 0 ;� 3g s t�11= 1OO° ST to OF MIAMI SHORES SECTION NO.1,according to the Plat thereof as recorded in Plat Roo}; 10,Page 70 LO � I""tornt co of the Public Records of Dade County,Florida.- a 331 8 V 31.10 GENERAL NOTES 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED ` sTM.PS 1r) INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. I L6 15 O `.' 3) (222) DENOTES THOSE ELEVATIONS REFERRED TO NIA DATUM. ptAN 4) LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. X ; THIS PROPERTY IS HIN T]HE LIMITS OF FLO 2 E z O FR 7�T r.. .0 a •s, sq, a <a s u..acs, .t�.,tt orneys 1 111 C un .,Inc. r- 99 9TS ort e its Successors and /or Assigns �Ic, g l36e c} SA1 A TE :April 10,2001 Boo g g �f �y1. Wy �c N APPLICABLE ZONING, UNDERGROUND. ZONING AND BUILDING SET BACKS. MUST BE CHECKED BY OWNER. w0 SCA�� P1P� ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION BEGINS ON THIS PROPERTY. 1 HEREBY CERTIFY: That the attached Plan of Survey of the above described Property is true c and correct to the best of my knowledge, information and belief, as recently surveyed and EM platted under my direction, also that there are not above -ground encroachmems other than d those shown. This survey meets the minimum technical standards set forth by the Florida e � r. Board of Land Surveyors pursuant -to Chapter 61 G17- 6,Florida trative �� ' Y '' *�kw C �' SURVEYINGJNC. Code,Section 472- 027,Florida Statutes.- j— L.B. No_ 3333 t 147 ALHAMBRA CIRCLE No. 241 LAZARO D. ALONSO CORAL GABLES, FLORIDA ,33134 PROFESSIONAL LAND SURVEYOR Phone: (305) 448 -9488 CERTIFICATE NO. 3590 THIS IS A BOUNDARY SURVEY STATE OF FLORIDA �/, ` OO T �T NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVE SEA E