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RC-06-2230Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/28/2008 Inspector: Grande, Claudio Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CRUZ R RODRIGUEZ Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Building Department Comments 2 STORY CABANA, WITH WET BAR & PATIO # A✓ d� Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, April 25, 2008 Page 1 of 2 Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/27/2008 Inspector: Perez, JanPierre Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: AIR CHANGER, INC. Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Phone: 305 - 693 -4600 Building Department Comments INSTALL 1.5 NC SYSTEM WITH FIBERGLASS DUCT WORK AND EXHAUST FANS t �� ®® Inspector Comments CREATED AS REINSPECTION FOR INSP- 59651. need p -trap for drain JP 02/20/2008 trap is on the outside of the addition Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, February 26, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PERMIT #O (2—'203 RECEIPT DATE: Cd( Ioi 1)c C � �=�� ALL `6c( e? Contractor ❑ Owner ❑ Architect Pick Address: c ✓hire slled. x`09 +46 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged b - PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: r Miami Shores Village JUL 2 6 2001 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �1 BUILDING 15110--L._-_. No. f r) PERMIT APPLICATION i • Master Permit No. FBC 2004 Permit Type (circle)•, Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholders .40,1 -267,4r4 ., ,, / pi Phone #c aO 2/0 "oak- Owner's Address Zeeof 11,11-7 _?'. City "144 404 State F • Tenant/Lessee Name Job Address (where the work is being done) Zip 30 Phone # City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1 . #2 r,f4+4- 40-41• emar Phone # gal f3 2 all' o Contractor's Address S® ofAt> , 2 "c r. ;0 4® City "i.../vigt tit State G • Zip 33 /J® Qualifier Name dr�z- ie 4,„, a14 ryt.� Phone # poi) 941 - ./ f).° State Certificate or Registration No. Ca C- a 0 //5 Certificate of Competency No. Architect/Engineer's Name (if applicable) %` alp?? 1.4$4.4.e. Phone # CR 1r) Value of Work For this Permit $ Type of Work :' .. ,.. Describe Work: Square / Linear Footage Of Work: D. ew ❑ Repair/Replace Demolition ******** ** * * * ***** *** * * * * ** ** * * *** * * * ** Fee************* ** ** * * * * * *** * * * * ** * * * * ** ** ** *** Submittal Fee $ Permit Fee $ Notary $ Scanning $ Radon $ Training/Education Fee $ DPBR $ CCF $ CO /CC Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 4-1 See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Aricie�s 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, ET.0 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert ified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ' Sign: Print: My Commission Expires; * 9t9t**** iY*Y4e***#**,t*** **#*icde* * *oY*,t4e9e$* **ie** ir4e**st* rink *** ****9e*** ****9r9 *** **** *9 *** Signature Contractor %� The foregoing instrument was acknowledged be ore me this 2O) day of ,2064,b who is personally known to me or who has produced 5-®3- identification and who did take an oath. NOTARY o LIC: Sign: Print: My Co si i ission Exp ATE OF FLORIDA ti #DD679170 Expires: JULY 13, + 11 RD T$RH ATLANTIC BONDING CO., INC. APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10117clog Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING acaawmA Permit No. 66 -2.413 SEP - 2 PERMIT APPLICATIO 2 6 �1�� Master Permit No. �L�b FBC 2001 BY Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Owner's Ad ess City c csic ,5 State Zip Tenant/Lessee Name ��oem ®moeee ZCo ive g1.57" Mechanical Roofing 3.U.r _ 7 Si -3o /7 Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES County Miami -Dade NO Zip Contractor's Company Name 4/)'6 6 ?LAI 1.u6 6 C .JA' 6 Phone # 3 o J 7 S1 736`-' Contractor's Address 3 5/3 N 4. 9‘ 5 T. City /l/.9 At Qualifier gPIVO State ,C Zip 343 /1-0 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 5,,404 74 4 4 4 s a Phone # (,3s) fff- 6-61P4 $ Value of Work For this Permit // ..'ad • ° • Type of Work: ❑Addition Describe Work: ['Alteration New Square Footage Of Work: �r/ ❑ Repair/Replace ❑ Demolition Submittal Fee $ Notary $ Scanning $ * * * * * * * * *,* * * * * * * ** * * * * * ** Fee `' ** ** *** * * * * ** ** ** * * * * * * *** CCF$ Permit Fee $ / 7 5 Training/Education Fee $ Code Enforcement $ Technology Fee $ CO/CC. Radon $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) MY 0 8PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 4/41 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 At FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of 20 co G , b ® , who is pmso14ly known tome or who has produced as identification and who did take an oath. .: .. RO PEREDA - STATE OF FLORIDA NOTARY PUB * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13103 REES Bun1DDDD TFI U My Commission Expires: /1/2.1/4e 374056 1/21/200 -P O1ARY1 **************** * * *; * * * * * * *_ * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATIDN AN ,AZPI•I(:ATION 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 TEN LATH TW UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE . IIDET LIGHT OUTLETS CENTRAL HEATING )ISHWASHER RECEPTACLES A/C (WIND) )ISPOSAL 'SERVICE TEMPORARY A/C (CENTRAL) )KINKING FOUNTAIN - SERVICE SIZE IN AMPS DUCT WORK 00R DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION SREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TDP UNDERGROUND TANKS OVEN ABOVE GROUND TANKS _AVATORY LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 )P R STEAM BOILERS SHOWER MJTCRS OVER 1- 3 H' HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE i MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATIAS TEMPORARY WATER CLOSET MOTCRS OVER 10- 25 HP _ FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 'IOC HP VIOLATION INDIRECT WASTES A/C WINDOW REU SP,ECT1ON WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS-TRANSFORMERS HEATER - REPLACE , , y GENERATORS TRANSFORMERS LAWN SPRINKLER=WELL i SPECIAL PURPOSE SWIMMING POOL OUTLETS CCNMERC I AL WATER SERVICE SIGN TUBES . SEWER CONNECTIONS': ,,SIGN TRANSFORMERS UTILITY-SEWER ' SIGN TIME CLOCK UTILITY=;YATER FIXTURES SEPTIC' TANK ANTENNA RELAY ' ` " °: TELEVISION OUTLETS DRAINFIELD, 4 TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT, CATCH BAST DISCHARGE WELL DOMESTIC WELL AREA DRAIN - ROOF INLET SOLAR WaR HEATER FIRE STANDPIPE POOL PIPING < 1 , LAWN SPRINKLER SYSTEM'. GAS RANGE METER SET (GAS) Rt_C' DIP= 4 I Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 rEP BUILDING 2 6 2pp6 PERMIT APPLICATION FBC 2001 B Y _`(_ ... _ Plumbing Mechanical Roofing Atili?-1Phone # joy 7f7 ?6/7 Permit Type (circle): Kilir Owner's Name (Fee Simple Ti e o' e 7,629 Ne '9 s Owner's A ess City MQ S . State - Zip Permit No. Master Permit No. feci- E oc, WID Tenant/Lessee Name Phone # Job Address (where the work is being done) City Nfiami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name lit Phone # 3016-740619.352— Contractor's Address 63 e //li 267 /xi City / State E4 Qualifier 77�,114 , %/ h /Ft 0 State Certificate or Registration No. EX /3I/23 0. a Certificate of Competency No. e9,0®4®6%/117 Architect/Engineer's Name (if applicable) -60 it/141 Phone # X; $ Value of Work For this Permit ( ' Square Footage Of Work: Type of Work: DAddition Describe Work: ❑Alteration New ❑ Repair/Replace El Demolition * *,* * * * * * ** * * * ***** * * * * * * * * ** Fees * *** * ** * ** ******* ** * * *** ** ** ** Submittal Fee $ Permit Fee $ ,X,Z, .; 4". CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS; WELLS, POOLS, FURNACES, BOILERS, BEATERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20,by who is personally known to me or who has produced As identification and who did take an oath. 6 Contractor The foregoin ' #/. -nt was acknowled:. before me this) —fie day of ..4....i 2Q,4,, by .. Q4" 4/a—, p who is personally known to me or who ha as identification and who did take an oath NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: 7 .0S My Commission Expires: My Commission Expires: My CommiWon D0291006 M *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ,***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, APPLICATION APPROVED BY: .*°/" ' Plans Examiner f Engineer Zoning Chc 05/13/03 * CA8 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING p� PERMIT APPLICATION FBC 2004 Permit Type (circle): Permit No. Master Permit No. /20- o4-22,Pa S it•1■iwie MEM Roofing Owner's Name (Fee Simple Titleholder) . 41 Phone ciao j$ - dAD® 2 Owner's Address 2-4' 7 4� r' <j' Si' IPA" e z-- City iefArniffig4e4- diret State Tenant/Lessee Name oofJd/s,2- Zip Phone # Job Address (where the work is being done) ,.� �° etA' City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip / tc Is Building Historically Designated YES NO Contractor's Company Nameetga2 e Apr /t c d'eitl. aro T"# Phone #(.4dli 140- Contractor's Address XL,• ' �Sy-.�u/6' 22 .;. City #''. fi e- State Are . Zip JO ®,r7 D Qualifier Name Qiu Z Q. Rece 41c 0 t L._ Phone # (3 0 0 1'32- .2/ 9' 9 State Certificate or Registration No. CZ 'C. 6.6 //0--(5 Certificate of Competency No. Architect/Engineer's Name (if applicable))/ ,f914 442. Phone # o� 14g Value of Work For this Permit $ Type of Work: ❑Addition DAlteration Describe Work: 744 Vet Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition * **** * ** * ** * * ** * *, ** , ** * ** * * * *****F *** rat * * * ***** * *, *** * ** **** *** * * * * * ** ** **** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ 11-(r) Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 41'00" See Reverse side —> CAA 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 t h i s jurisdictionlikU : '. 6rstailtithat a sep i ''pein i r m u s t beg ti fo ° LECTRICAL 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 Ls subject to attachment. Also, a certed 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: Print: Sign: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Z 6 Plans Examiner Engineer Zoning 0742A01,(1:- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address 2ex? g q St City f7) 1,4r+ -N r1oXe State - /g Tenant/Lessee Name E -MAIL: IMMEEVECI BY: VA:---) Permit No. MOM- Master Permit No. g -o 1- G 2 3 c Phone # Zip Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name A t ,1 e,4 ,/v--e_ Contractor's Address 3 2- .5* "0, L....,1, 6 e Ci- City /v-) ;A-I -1 7 State PO° Qualifier Name 09-77, L_ • m-) MCdL State Certificate or Registration No. IA !i 0 ¥ / L. k E- MAIL: Phone# 2& 2\ oora Ce Zip 33/ 4 Phone # 7 r6 .4L9 -2 J rtificate of Competency No. Architect/Engineer's Name (if applicable) Pjione # C C- 6000 l 4-2.40 Value of Work For this Permit $ 2 3 (9 0 ` Square / Linear Footage Of Work: Type of Work: Describe Work: u.90 Imo.. ❑Addition ❑Alteration ['New ❑ Repair /Replace r �/� y tom, LA) 14.1 clP.b .7 ,4ss ❑ Demolition _b vc ***************************************Fee * * ** * * ** ** Submittal Fee $ Permit Fee $ b yaK Notary $ v Da- Training /Education Fee $ 0 -i00 Technology Fee $ Scanning $ 5E0 Bond $ Code Enforcement $ Double Fee $ 1 Structural Review. $ Total Fee Now Due $ /04.15 �F * * * * * * * * * * * * * * * * * * * * * * * ** * * ** ** CCF $ Lao CO /CC 3 -15 Radon $ DPBR Zoning $ \Ay See Reverse side -a 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. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant 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 issue absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ( Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contracto The foregoing instrument was acknowledged before me this day of , 20a, by 10046 VIOVVIYMAC who i per onally known to me or who has produced Q1 1 JS1 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************** * * * * * ** * * * * * * * * * * * * * * * * * * * * ** ** APPLICATION APPROVED BY: (Revised•02 /08/06) ** * * * * * ** ans Examiner Engineer Zoning Nmorgn7 �n Miami Shores Village OCT La o 4 zoos Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: 4 ®_ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDIN i Ii rdo , PERMIT APPLICATION SL- Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing (Fee p Titleholder) ktstp44- .S11(.�p � n # �3 a� �3Owner s Name Fee Sim le Titleholder � � Owner's Address q V.'e- `S NA-VAC City (f 3 1,1' S State °".. Zip l 01,1V0(10 i"tCOG 2��1 Permit No. 2 Tenant/Lessee Name Phone # Job Address (where the work is being done) 215' 4t- ' 1 t r City Miami Shores Vill. e ' County FOLIO I PARCEL # Is Building Historically Designated YES NO Cojtractor's Company Name t. �/9`1Phone # G/Dr- 3 S - 3©Q c on tractor s Address 3,2744 Wa.131) "e-.e.-V4— City C % State /ire -49, Zip ..33 / c 2— Qualifier Name r.46 ! Ze)"1.4 Phone .3B2, State Certificate or Registration No. CAC /(7/ / 3 83 / Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permi • Phone # (3oD, a Type of Work: ['Addition ❑Alteration Describe Work: Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * *, * * * *, *, ** tees, *, ** ** ** ** * * *, * * * *** * * * ** ** * * ** *, *** Submittal Fee $ Permit Fee $ ' () t c CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ 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 Zip Mortgage, .enders Name (if 4pffcable) 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 A11NIDAVIT: 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinsp ' tion fee will be charge Signature Own or Agent The foregoing instrument was acknowledged before me this. day of 6aufn , 20 64. by sereativi . , l ,Je s'amt.; who is p rso_nally known} tort a or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign, • • EREDA Print My Commissi �'r ES 11/21/2008 6Nrr'`.'. -r, "N 1-FSBs O',3RY1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *fit * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowle ed before me this day of , 20 04, byC% /4INove who is personally tam tie or who has produced as identification and who did take an oath. NOTARY PUBLIC: I ARY pt1= IC - S +TE OF FLORIDA ION # 00374056 a "ah Expires r,r 7 , ; "?. 41/2008 L6 Plans Examiner Engineer Zoning Miami Shores Village ' 011d% Buildin g Department e artment 1 `e4 rcu' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 1I.C12:1"° PERMIT APPLICATION AUG 31 2 FBC 2004 BY: QI() '-------- - - - - -- Permit Type (circle): Building Electrical Plumbing Mechanical Roofing /%n »8 Phone# (a'or..,) )Cf -;3D <% Owner's Name (Fee Simple Titleholder) 2 6P.1�0 .4 .�G`� Owner's Address .2 4 ., 4, G-= �? l -T'. City %%mer5 1O✓B.$ State r.- L,.. Zip s3t?+JIe Tenant/Lessee Name /c) Al Phone # Permit No. gc06 2-72 O Master Permit No. Job Address (where the work is being done) .2 G 5' A C:... ? q r City Miami Shores Village County . Miami -Dade Zip 3 /.3 FOLIO / PARCEL # Is Building Historically Designated YES NO ✓ Contractor's Company Name C./2 t12 . gpoict1e2 C'et! C+fn r•+ Phone # (3o) gy✓t . —2 /q9 Contractor's Address _pa - 83J" rr.45,4e. i a ' City /4.1, .`4° p!s State L Zip 3. .0 Qualifier Name Cecil t lea el g k . t_ Phone # (**1 or) 4314 ff State Certificate or Registration No. a c C.. 0 6 / /`S O Certificate of Competency No. Architect/Engineer's Name (if applicable) /h. S LA Z4C f 4.5.0C Phone # (3e') &T — 5� 22, Value of Work For this Permit $ /64 DDdr Square / Linear Footage Of Work: Type of Work: []Addition DAlteration . Q]New 0 Repair/Replace q ❑ Demolition Describe Work: 5 [�r-.j404 44.' e.-2 / Mcify*************************************Fees*********************************I********** "-' ) co/CC Submittal. Fee $ �5(} • Uu Permit Fee $ (� 0 --�''r ' CCF $ � . yy�� Technology Fee $1 Scanning $ { Radon $ . '4". -50 DPBR $ 50 Notary $ Training/Education Fee $ Zoning $ Bond $ 20 Code Enforcement $ Double Fee Structural Review. $ COs d0 Total Fee Now Due $ See Reverse side -a Bonding Company's Name (if applicable) ,-)/ Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) d /4410101 Mortgage. Lender's Address City As7 oei" 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 wining. "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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a.proved and a reinspection fees ill be charged Signature ignatur Owner + Agent -. Contractor t The forego'' g instillment was ackno s �eed before me this ,3�I- - The foregoing instrument was acknowledged before me this 2 day of Y' 2074 , by 9i41J l � t�ttC?� , day of 0.1/444 , 20 sfS, by Stay 1 , who is personally lizow to me or who has produced who is prop_pully kno.st tg me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: TIP LAZARO PEREDA Y PU: LIC - STATE OF FLORIDA S•,,,: 1L ,Tf ..., ,1t;r... i7� � �Y05.� Si r -. O PEREDA `�n� ®„ IVnT, k--6TATE OF FLORID/ �• EXPIRE' ' . /21 /2008 ---,living e ',./ Print: '• _o��.�;.• Print: L—� ,l.1ca{. �.otdHFsS41N 17D374056 ■ My p / BONDED I THRU 1.888- 13813 y : ° a J r -� S 11 /21 /200$ M Commission Expires: t� : r �� r M Commissi t l I ji i E111 IdL ) iFlo-cU 1$88- NOTARYI * �r�r*, ��r*, t, t**�r*, r* **+ *, �**, �, r, r* *�r+, �**** �x ,�****�r ***�r *,�**,r *��*�t�r ***art ***�r *�x *,r*�rtt * * ***,r*�r* tit��r *� *�r,r *,��x�r��r�** APPLICATION APPROVED BY: ... (Revised 02/08/06) )f /if 9h2.4 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT No 0 •/ STATE OF FLO" ID COUNTY OF MIAMI-DADE: AX FOLIO NO. 11.320(001341 S THE UNDERSIGNED nereoy gives notice that improvements will oe made to certain real property, and in accordance with Chapter 713, Florida Statutes, the toliowtna information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 2006R1144714 OR Bk 28037 F's 2281; (113s) RECORDED 10/24 /2006 12:51:40 HARVEY RUVINe CLERK OF COURT Il I Afl I -DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: A4,7' Zd -r l C ': 3s'3 AfPrAcine -roofer vb , , 7v 2. Description of improvement: 3. Owner(s) name and address. 0A.6•04/0 10 11 / /e 'r =' Interest in property: 10A Y Name and address of tee simple titleholder: Bea 'J •' ,S // .qji »e .oaAcae . 4. Contractor's name and address: e eae £ #P-ta,JltlleAcdC.e.- 5. Surety: (Payment bond required by owner from contractor, if any) A/./4. Name and address: Amount of bond $ 6. Lenders name and address: kettle-- Ct t Weeli IS ANA) 14g" St. HEREBY CERTIFY that this is a us y of the )rrginal filed in this on dar of fly ,. e AD . -® M!TMESS my hand and Ofticia IARVEy RUM, CLERK, o' le, ['../mitt Courie 7. Persons within the state of Florida designated by Owner upon wnom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: £• .DA- 4dreee- 2"- Odes 0:041 t 7 7vet C /�/g4 .ri d. rte. a10/40 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: A) A- 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a diffej,� e is s� le Sionature of Owner (�� /f< nn Print Owners Name tiGGo Gt4 ,evD,,�,t64' tS jJ, dpi ke Prepared DVexlsL R APIL.I444Pt Sworn to and suoscrioed oefore me tnis, cav o` . 20 Cea'• Notary p Prin. INotarifs. Name Ivn con-,mission expire.: 11 LAZARO PEREDA EXPIRES 11/21/2008 BONDED THRU 1- 888- NOTARYI Acores: 334o 6c.e4t1 ‘3fD& 6a 4444 4 #4-c4. f '`• )0 sh Miami Shores Village ,)nJ� -h;,_ Building Department b�� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING M (' EWM Permit No. 173 � � PERMIT APPLICATION ©C r 1 6 20� FBC 2001 B Y . I Permit Type (circle): Buildin Electrical Plumbing Mechanical C-Zi—n-g) Ra lis,e-wr Sji1L41fti/�i�t Owner's Name (Fee Simple Titleholder) E o b al41.t,e Phone # �3at, ?/d • .04.o2. Owner's Address 261 4)e ggf City s 4 *L1 Jdleyy.{ t/ 11 ale State FZ.. Zip 3. /W$ Tenant/Lessee Name Phone # Job Address (where the work is being done) c.�'' d,9 il%`v' 9'4 gr City Mianii Shores Village County Miami -Dade Zip 3 Is Building Historically Designated YES NO ✓ Contractor's Company Name C e4./Z e. %�a.J? Z' u�Z 6.c . Phone # (11304 yd '- 2 /q47 Contractor's Address 8D .} 5 5reirer Ze.)11-4, Z23D City A- //" -"f/ State #'-h• Qualifier G 12,4, Z. Et) ab i c 'e e Zip .3.3/3€ Architect/Engineer's Name (if applicable) / L, 4'$AG4rZ4f -{ Aube. Phone # ) c'- ✓-f Z $ Value of Work For this Permit / • Square Footage Of Work: ("3c Type of Work: ❑Adddi/ition ['Alteration :, New ❑ Repair/Replace ❑ Demolition Describe Work:)( .4-St 4.0-0OA) ate' T' > ,/ •a C a 1ct , (02 qx,) �. ems• g"oo . -sue 044414Atet ' c •=./a A/au) * -845. Apoe,42 ***************************, Free•'s * * * * ** * * * * ** * ** * * * * * * * ** * * * ** Submittal Fee $ Permit Fee $ J 6� • CCF $ 4-20 CO /CC Notary $ Training/Education Fee $ 40 Technology Fee $ Scanning $ t2' Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 2i�Q -14g (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City 4W4 State Zip Mortgage Lender's Name (if applicable) 13 x » 'k ._ 6. 1 Mortgage Lender's Address %' j /v- , &J. f 4. 8 Or City { /`1Cs?t4.Lt. State Zip 3 3' c?/ 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, BEATERS, TANKS and AIR CONDmONERS, 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 The foregoing instrument was acknowledged before me this The fore day of , 20 , by , day of Contractor ent was acknowledged before me this 20 , by 463z..7 feffretet' r4 who is personally known to 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: Sign: Print: NOTARY PUBLI, d%° Print: .•.• BOND 1 OTP.' ' My Commission Expires: My Commission Expires: ********************************************************** * * * * * ** ** * * * * * * * * * * * * * * * * * ** * ** * * * * * * ** * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. CE C - (L 1 /sQ Certificate of Competency No. *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** * * * * * * ** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: /0 Plans Examiner Engineer Zoning rr ' 0 PEREDA :'Y PUBC -STATE OF FLORIDA Chc 12/15/03 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): ces fi MAR 0 BY: Permit No. Master Permit No. CQJ Vain . Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) (2:2 rib 5-ccl /y • Phone # N) 7 t - £a a, .04-16'u e Owner's Address Z 6 q A16-9957- City "' gym/ S/famd r4/ fe State L . Zip J 3 /3 P Tenant/Lessee Name ,t.% /4 Phone # Job Address (where the work is being done) •2 c' AVE 99''6 City Miami Shores Village County Miami -Dade Zip 3 3 /..3,47 FOLIO / PARCEL # Is Building Historically Designated YES NO Oc; Contractor's Company Name e/1(,ta v? eopo..PGUe2. €A (. CPi r• . Phone # 3c,e(_ �2 -.2-199 Contractor's Address PC B ' $9� 7T', �GyC .24.3e) 954' M7 03 Q)0 - City , • 19-"/,' State lam°/• . Zip .32 /31,. Qualifier Name Grua. /ca. / 4a.++odC - Phone # ei'd0 S•32- 2/1.5: State Certificate or Registration No. C6 C . 00 / /6-0 Certificate of Competency No. Architect/Engineer's Name (if applicable) d% .e‘Gleirsiello Co n.ec%2 P4-77 Phone # 3e-r- e) Value of Work For this Permit $ OD, Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration Elgew ❑ Repair/Replace e Ro Describe Work: feed I / A e) off Ph)75.. 7`'77e..).9 c cV/15 r/ ldrr✓.ti,s' / T 44?t2.29 . ,-.- > .9-7-r-4 - Pc o �s . ******,*** * * * * * * * * * * * * * * * * * * * * * * * * * **� *^ *Fees * * * * * * * * * * * * * ** p Submittal Fee $ Permit Fee $ r". Notary $ Scanning $ Training/Education Fee $ Radon $ * * ** ** * * * * * * * * * * * * * * * * ** CCF CO /CC Technology Fee $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ / j� Structural Review. $ 66.c ' f 66.* = X 124, o6 Total Fee Now Due $ 16 4 b �`4A a O PAID See Reverse side -a CC 552 ' 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 thatno work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 ; by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Conunission Expires: ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 3/10/ ./1K.. 4a Plans Examiner Engineer Zoning 30/67 (Revised 02108/06) BUILDING PERMIT APPLICATIONli 00 1 FBC 2004 Miami Shores Village Euilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (Q5) 756.8972 ��t6 Permit No. Permit Type (circle): Owner's Name (Fee Simple Ti e Owner's Address 2 C / L City Ki State Tenant/Lessee Name Master Permit No. 0'6 .. - ------ ectrical Plumbing Mechanical -b (5/1q(-4C— Phone # , �5 �t /. L___ Zip 3313 Phone # Job Address (where the work is being done) Z_ S City Miami Shores Village County Miami -Dade FOLIO / PARCEL # �_= �� Is Building Itorically Designated YES NO �— Zip 33) p Contractor's Company Name �-- .i Q— �C) cki 6 X ne # 3 � 2 - 2f e Zip 33 l3 Contractor's Address City Q� r,%� I State Name - -) Phone # State Certificate or Registration No. -( % �� Certificate of Competency No. ek1 115 c.-% (t3 1.1.„, .. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition DAlteration Describe Work: Square / Linear Footage Of Work: ❑ Repair/Replace 0 Demolition Submittal Fee $ Permit Fee $56) eV CCF $ CO /CC Notary $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ Training/Education Fee $ DPBR $ Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip fi 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature O er or A t The foregoing instrument was acknowledged before me this / day of !"i0®(,by it /� who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: Signatur • Contractor The foregoinigi instrument was acknowledged before me this 10 day of ,20 who is personally known to me or who has produc identification and who did take an oath. Sign: Print: My Co fission Expires: *,******,************,*************,******************,***,***,****** * *,* * * * * ** *,* * ** ** * * ** * * * *,* *** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning 1 • • •• •• • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONICgPPLiCATI$N • • Master Pennk No. • Section A (General Information) Process No. • • • 0 Asphaltic Shingles 0 Prescriptive BUR -RAS 180 ❑ M ❑ Metal PanelfShfngles ❑ other; • • • • • • • • • • • ••• Job •Address: • • • • •, Roof Category hanipfly Fastened Tile • • •• • • • • • • • •• • • • • • • • • • • ••• • • •• ••• • • • *3..•• ••• •• • • • • • ••• Roof Type 0 Re- Roofing 0 Recovering 0 Repair Are there Gas Vent Stacks located on the roof? 0 Yes o No If yes, whatty Roof System Information Low slope root area (ft') ` ,‘"7' O ! SAP Sloped area (ft j O Total (R')I ( 8g •• • • • • Page 1 of 1 OCT MVMEVIMI 11 2006 !� Section B Roof Plan Sk•tch Roof Plan: Illustrate all levels and sec8ona, roof drains, scuppers, overflow scuppers and overflow drabw. Include dbnenstlons of sections and levels, dearly identify dimensions of elsvabed pressure zones and ocafton of parapets. j Perimeter Width (al: 3r Comer Size (a' x 0:3.5c3' ■ nninumll>r mmain unammmimmummi>fmu>.misu mum.>.>rrm■immum nn••n11■1111•nnn• ■11incrsrm 111111/_a, r, 9ZTnvmurfarmiltlrl•Iummummmu !m nann11••11n•••n ou n o inure mmunpmmonu1•umnnm1•iumm m•uma 11in1111nnn••n /Tine! •!,! io nsorai,i'mummnnnnnnnn)rnll• nnnnnnn n ■ ■•n•ann• ■ IMO `IlINNnJnrrl1i•111i 114111 ni / ■ ■nn�n�/1n�>rnnnn�>•�nnnnn��. 1111nn•11a••••11•• 1121•nn111111/n ni11111 11■11.11•■•••n111111.111111n1111n11n11nn•11•n ■11•nnn•1111n11nnlli••n••111111i111 nnrnmm11nnnnni llnnnn ■1lnnnnnnnitniiit n n• n• n••nnn•11a11>In•Mn #nnnnlliIHEIM nnnnnnnnnnnnitnnnnnnnnlin11 n11nnn11nnn1111n11 Illn•n 1611nn1/11 I ■■ L: jnn��nnnnn lilt�nnnnnnitllt��n�� nnnn11n)•/1••111E : iI1nnn11ni127RR/ lllnnavnnnnnnnnnnnnnn >nnnnnnnnnnnir na11••11G?i■_ TAIIn11l1lin onr i? 7mumunnn ■nllnitnnnnnnnn!•nnnnnnnimuunnn ••••••i1f%2;i11••■I(•11.>to non• illinon ■nnnnnnnn■lnnnnnnnnnnnnnnnnnll n■••11nn■1111n11•i Ilal al nenJCns�i�/ nnnnnnnnnannnnnannnnnnnnnnnann� ■■nanna11■■ana u nkr'_' ��ion m2_- r--•r nnnA lli1on119nn■■nnnnnnnnnl<nnnnnl ■•nn•1ann1111.11•n7 •allunllri 11anana ' ltituatiiannn•••11n••1111n•1■••11an nnnnnnnnnanNEE mum in ill MUM sinimmill1111111111111"2111 IIIR421111 Iln Vin/ non• nn11irt •'r1L'annn11n•111111nnnn11.1111ni /n■ ■nnnnnannnn■'iilia,n111PAI HIM= nnnnnannlinannnnanlnnnnnnnn /nnalt 111111 •nn•nannnani; ■••.a:.Il•i11EI nnnannnnnnnn•••••nnnnnn•••• ••nn■ nnnnnnnllnnnnnannnn nowaa / nnnnannnannannnnnnn>inannnammum ummi.1111•nnn11n•n imitmniamm nn11•nn1111■•nn11• mamm nnn11•n•nmmim n11n ■11•na1111•n ■•nn11• 111111•• 1111n11nn11n •n••nnnn1111n•1111nn•11n•1111•••11•n ■n11.11•n111111n•1111111111.11•n■ 111111111111• ••11n11••1111.11.11.11•1111••••n11nn•11•a 1f11nnn•n•1111•n••■ 1111.• 1111n1111n nnan•n•••111111■(••n11n1111n111111111111nn11 ■ non•• /n•n1■ non• 1111 /n• nnnn /•u••11nn••un••••n••n•••••n11n�a •an•1111•nn•11n•annnn•>n•11 non •11•a•n••11n•n1111 ■•nn•n1111n111111.11•n 111111.1111•n1••111111•n 1111• n11111111n1111111111n1111n11• ■nnnan111111.11n1111111111111111n■ 1111an•n••n1111nn1111. 111111111111111111111111 ••11nn11n•11n•111111n11•n1111n11111111••11111111 111111111111111111111111111111111111111M111111111111111111111111111111111111111111111111111111111111111111111111111011111111111111111111111111 ■•n11n1111111i11 •11nnn111111n11n1111nn■• n1111.11•••n1111••11111111m11111111nn11•n ■ nnl lnnn11 /�11n11n1111n11n1111nn11.1111•••1111.11nn11n ••1a1111n111111• 1111111111nn n1111n11111111nn111111n1111n111111111111111111n1111111 .111111n1111n•n�ann1111n11111111�111111n11nn 1111ii11�iniiii�• iirniiiiiiiiiiiiiii11niiii�11iiiiil •1ii1111in1�1niiiiii�i 1 t111111nn1111111111111. 111111nnnw111111111111MII MOINIMMII111111n11nn111111111111 Page 2 -http: / /www•co.miami- dads.( 1. us /bldg/roofing_permiting/permit app section a.HTML 12/21/2005 Pagef 1 • • • ••• • n6,, • • ••• •••• • •••••• • ••• • • ••••• • • • • • •••• • • • • • • • • • •._•• • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMEN3 EI•eCTRONIC•APPLICATION • • • • • • • • • • • • .- ••• • ••• ••• Section D (Steep Sloped Roof System) •• • • • •• ••• Sloped System Description Deck Type:) 5/8" Plywood A Alternate Deck Type: Underlayment type: 14 , sTri 22G Insulation /Fire Barrier Board: Roof Slope:, 4 "/12" Roof Mean Height. il`.C;" Ridge Ventilation:1 �,iA Method of Tile Attachment: /ADHeS AYE. SEr (Mole PA.evy) Altemate Tile Attachment Method: t { fj� Clip Spacing for Metal Roof Panels Field:) Perimeters: Comers: ) Perimeter Width: iv %4— t�f Page 4 • • • • • • • N /6. Optional Nailabie Substrate: t4 /R Fasteners: 1 !Ye Vs t faits w 4 tia. ex '5 Cap. Sheet Type /Adhesive Type: 1 qo I6. HmT toppEr, Roof Covering: 1 610 :1171. ce axy 'Tits S Roof Covering Attachment Method: 1 Poly M4 iCna LArne. PAppy Drip Edge Size & Gauge:l2" face 26 ga. :f Drip Edge Material Type: JGalvinized Metal Drip Edge Fastener Type: 1 IV % d .I5 e `(-oc. r vizx en ct, Hook Strip/Cleat ga. or weight:) N/A Roof System Manufacturer: Z3AN rA t - [ pad : t °: Notice of Acceptance Numbe :. .s 2,1. D Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1:) 747 P2:1 utss. :.P3:12.55 - Maximum Design Wind Pressures, (From the PCA Specific system): : 61AO Sloped System Description Deck Type:) 5/8" Plywood A Alternate Deck Type: Underlayment type: 14 , sTri 22G Insulation /Fire Barrier Board: Roof Slope:, 4 "/12" Roof Mean Height. il`.C;" Ridge Ventilation:1 �,iA Method of Tile Attachment: /ADHeS AYE. SEr (Mole PA.evy) Altemate Tile Attachment Method: t { fj� Clip Spacing for Metal Roof Panels Field:) Perimeters: Comers: ) Perimeter Width: iv %4— t�f Page 4 • • • • • • • N /6. Optional Nailabie Substrate: t4 /R Fasteners: 1 !Ye Vs t faits w 4 tia. ex '5 Cap. Sheet Type /Adhesive Type: 1 qo I6. HmT toppEr, Roof Covering: 1 610 :1171. ce axy 'Tits S Roof Covering Attachment Method: 1 Poly M4 iCna LArne. PAppy Drip Edge Size & Gauge:l2" face 26 ga. :f Drip Edge Material Type: JGalvinized Metal Drip Edge Fastener Type: 1 IV % d .I5 e `(-oc. r vizx en ct, Hook Strip/Cleat ga. or weight:) N/A • • 000 • • • ••• 00 -00 • • 4 00 00 • • • 0. • • • -0 • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT EI,EcTROkliqfPPLU3ATION f • •Ill• OS& • 00 0 0 MAMM • • • • • • • • • 000 • ••• ••• • • Section E (Tile Calculgtiortsk • • • • • • • • For Moment based tile systems, chose either Method 1:ori 26. dortqlrl.toholAlues for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" p1:1-6 x A 1 • .2611- - Mg: R.ect = Mr1: I 7. ("7 NOA Mti 421'41° P 2:1-ciS,1 xA - Mg: = Mr1: ri-27-87 NOA Mf: At" P 3:1-615.1 xA - = Mr1 :122.55 NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: I NOA Mf: I Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' Roof Slope ,I, 4. I i 4. 2:12 34.4 36.5 382 39,7 42.2 312 32.2 344 36.0 374 39.8 412 304 32.2 33.8 35,1 37.3 5:12 28.4. 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95th Street Medley, FL 33178 SCOPE:. • • • • •. • • • • • • • . • .•. • • • • • • • • • • • • • • .•• • • •. •• • • • • • • ▪ • ▪ • ••• • ••• • • • • • " •' F OLINTY, FLORIDA : :: : METRO-DAM $4GLER BUILDING •.. • ... ... ..: 140 WEST FLAGLER STREET; SUITE 1603 MIAMI, FLORIDA33130 -1563 • • • (1061 315-890• • FAX (305) 3752908 •. • . • • • • ••• • • • -- - - - -• •• .• • ••••••• This NOA is being issued under the applicable rates and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted: by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Autfiority. Having J n isdi This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control (InxMiami Dade County} and/or the AHJ (in areas other than Miami Dade County) reserve the right to . have thus . product or material tested fm= qualyty assurance purposes. If this product or material fails to perform in the accepted.tnanner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami- Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish 'S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall . be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors . and shall be available for inspection at the job site at the request of the Building Official This revises and renews NOA # 04-0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub-Category: Material: Deck 'I'm: 1. SCOPE This revises a roofing system using Santa Fe "Santafe 'X' Clay Roof Tile, as manufactured Santafe Tile Corporation described Section 2 this an in on of Notice of Acceptance. For locations where the pressure requirements. as determined by applicable Building Code does not exceed pressure values . atiens ill compliance with RAs 127 using the values listed in ations shall be done as a momi Roofing 07320 Roofing Tiles Clay Wood • • ••• • • • ••• •• •• • • • .. •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• •• • • •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • ■•• ••• 10 • ••• • • • •• ••• •• • • • • • • • • • • • • • • • •• • • • • • ••• •• seetion4berein. The :.: .. ..,. ,.; -------,•,..-!....,:„. ..„..,.... ..,... '"•:-•::''' ''''.' --.-..' ..•-•-•-•••:',..;,'-•-•--.......-•:z....,....,,..„„,.,,,,...„:„....,.:,. , ---•-. .....• .._,....,,...,„ .., ...__,..... . 2. ' - -••1*0 . CRIPTI..., ,...,:............„ ....... ' • ''''.... •'::......,.:,.,:....,. ..................-._...,..:.,...„..:„...: : .. Manufactured - . . _ ,r., :.„... ..... . ..„ „,. . Alitiliealiti•........ • •• • .........,.....,.,... .:,-,.. Snecifii'itifiroiii. '•:. • - . •Descrintion _,......•. N/A TAS 112 One piece high profile clay roof tile equipped widttwo-nail.hole0...For...nad7owniortartet•'. and adhesive set applications. • . Santafe `S' Clay Roof Tile Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier The Center for Applied Engineering, Inc. 94-156-8 94-156-9 The Center for Applied Engineering, Inc. 25-7205-1 The Center for Applied Engineering, Inc. Project 074)7-00-91 (307023) TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for "each tile pmfde Redland Technologies Redland Technologies Redland Technologies Test Name/Report Date - TAS 101 Aug. 1954 TAS 102 TAS 101 . March 1995 TAS 100 Sept. 1994 7161-03 TAS 108 Dec. 1991 Appendix II (Nail-On) 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) P 0402 Withdrawal Resistance Sept 1993 Testing of Screw vs smooth shank nails NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02/02106 Page 2 of 5 Test Aaency Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants,_ LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers "published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. Test Idenhfiier •; P 0647 -01 P 0631 -01 ••• 520305 -01 thru 05 2353 -4 SFTC- 003-02 -01 2353 -70 2353 -71 2353 -93 • • : e0Pr : •• •• •• • • • • • 141,.319 • (Mortar Set) . • •- ••• •• •.. A;108: ••• • �►� 5 7••• •• • • Date •• •• • •Aug. 1994 • July. 1994 ••' PA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 .TAS 101 ASTM C 1167 09/Z 09t22/03 07/18/05 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance . with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions n x w ) Tile Profile Weight W (Ibf) Length-1 (ft) Width -w (ft) Santafe'S 6.7 1.5 0.958 NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 Table 2: Aerodynamic Muitiplyers -X(ft3 Tile Profile X( ) Batten Application X( Direct Deck Santafe 'S' 0.274 0.297 NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 • • •• •• • -• • • • • • • • ... • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• Ts for Santafe'S' Tile Profile Resistance_Expri ;as a Moment Mf (ft -lbf) b .Patty Adhesive Set Systems: TileAppi'catlon Minimum Attachment Reel-stance Tile Bond Polyfoam Polypro AH 160''"r 2 See manufactures component approval for.irstallation requirements. 3 Flexible Product; .Inc. Average welht:,perjathr 10:4 grams. 4 . Polyloam Product Inc Average weight per patty 9.4 grams- 88:95 28.5 Table 5A: Tile Profile Attachment: Resistance: Expres0ed as a Moment M (ft -Ibf) for Single: Patty Adhesive Set Systems Tile Application Polyfoarn Polypro k11:160' Polyfoam Polypro AH 16OT"1 5 Paddy Piaceinent.of 63 grams of Polypro AH 460TM. 6 Paddy placement of 24 grams of- Polypro AH 160T"'. • Minimum ,Attachment Resistance; 61:95 Table 6: Attachment Resistances Expressed EIS a Moment - Mr (ftatif) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe'3' Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable making of the manufacturer's name or logo, or following statement "Miami-Dade County Product Control Approved ". NOA No. 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 4 of 5 • •• •• • • • •. • •. • • • 6. BUILDING PERMIT REQUIF + + S • : • • • • • ::: • . 6.1 Application for building permit shall be accompatMd b3•copieeR1f t'ht 'following.• 6.1.1, This Notice of Acceptance. 6.1.2 Any other documents required by the Buildipg'Officia inliqdilekuilding code in order to properly evaluate the installation of ti •• •. • • • ri . . . . . .. .. • ....... • PROFILE DRAWING "SANTAFf< S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 05- 0921.02 Expiration Date: 02/11/11 Approval Date: 02/02/06 Page 5 of 5 Florida Building Code Edition .: •;• ••• ;• •; • Hi °h Veloci Hurricane Zone Uniform Permit Tic$tior4Fotg.; : • : : • •• • • ••• Section C (Low Sloped Roof • •System• • ) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as °NA°) System Manufacturer: CIA. ' HPerE9-14-23* Cap. NOA No.: 03 --04' 30 Design Wind Pressures, From RAS 128 or Calculations: Pmax1 : -461, 2 Pmax2: -824 Pmax3: —12'{.3 Max. Design Pressure, From the Specific NOA System: —270 1" Deck: Type: Co -tG afire 'T Gauge/Thickness: Slope: tAir :. Anchor /Base Sheet & No. of Ply(s): tip, Fastepec Vacitrjg Attachmbvft •:. • •• Chprase Sheet • ••• • • Field: « op Lap,, " oc • • •. • • • • •• • Perimeter. • og Lpp #�2ows @ " oc •• • • • • • ••• •• Comer " oc @ Lap, # Rows @ " oc Number of Fastejs Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor/Base Sheet Fastener/Bonding Material: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Insulaton Basela Xen k — SOLI--- -IaJ,�a° tz ��ww� wiicPomply with RAS,j 11 andCh aPte r 16. _ Base Insulation Size and Thickness: j/V." 4'4'&e t Base Insulation Fastener /Bonding Material: PkYr A5pw.f.t- - y Top Insulation Layer: Top Insulation Size and Thickness: •i /A, Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Piy(s): CIA5i / #73:(0).=0 Base Sheet Fastener /Bonding Material: 4-401- A 5(&-E Pe (l PIy Sheet(s) & No. of PIy(s): E FrSIM j�► x 1—j C,wa) PIy Sheet Fastener /Bonding Material: t�1 oT 4spk rt•f- .1 yPExSC Top PIy: M;t�u.SZ , t'N CAP .SL.ee, `. Top PIy Fastener / Bonding Material: M or Acpka (4- t/ PE �tL Surfacing: N/4. Parapet Height o: yw- ��otJCle�e. Mean (Pre =reb .�_4' Roof Height FAR La6nom lK•a. ttircn Ft cl)cu;rA f-Wr y4.0 Lb. PA 2ApET ALL CAmr St-n!‘? M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • •. •• • • • • • • * • • • ••• • • • ••• • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • .• • • ••• • • • • • •• • • : : • 8111AMC -DDDt (331:111TY, FLORIDA • • • MtETR()DADEiFii4( BUILDING ••• • ••• ••• • •• • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • P05); ?:29011• MC (305) 375 -2908 • ••• • • • • •• • • • • •• • • • • ••• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane -Zone ofthe rida—Buiid ng Code. DESCRIPTION: GAF Conventional Built -Up -Roof System for Concrete Decks. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #00 -0403.02 and consists of pages 1 through 28. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03-0430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 1 of 28 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofmg BUR Concrete -457.5 psf See General Limitation #1 • • •.. • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • ••..• • • • •• •• •• • • • • . • • • • • ••• • • • • •• •. • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••. • • ••• ••• • • • go .. • • • •• ••• •• • • • • • • • • .• • • • • • ••• •• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® F.mnlsinn A4 I'ns Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblak All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt GAFGLAS® #75 Dimensions 5, 55 gallons 601b. & 100 lb bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 1001b. cartons, bulk 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Mineral colloidial bituminous emulsion with reflective aluminum flakes. ASTM D2824, Non- fibered. aluminum pigmented, asphalt Type I roof coating. ASTM D312, Interply mopping and surfacing asphalt Tpyes I, II, El and IV' ASTM D4601 Asphalt impregnated and coated glass mat base sheet. NOA No: 03. 0430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 2 of 28 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • •• •• • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • • Deck Type 31: Concrete Decks', Insulated • • • • • • • • ••• • ••• ••• • • Deck Description: 2500 psi structural concrete or concrete plank .• . • • •• ••• •• System Type A(2): Insulation layer adhered with approved asp41t. . • • • • • All General and System Limitations shall apply. • • • • • • • • • • ••• One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /ft2 EnergyGuard PERLITE Minimum 1" thick N/A N/A EnergyGuard High Density Fiberboard or other Approved high density wood fiberboard Minimum Yr thick N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. All insulation shall be adhered to the deck in full mopping of approved asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: Install one p y of GAFGLAS® #75, GAFGLAS #80 UltimaTM GAFGLAS® PLY 40, GAFGLAS® FlexPly PLY 60, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: One or more plies of GAFGLAS® Ply 40 or GAFGLAS FlexPly 6 ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and at axate of 20-40 lbs. /sq. Cap Sheet: Surfacing: Maximum Design Pressure: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Required if no cap sheet is used) Install one of the following: 1.. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat® Emulsion at 3 gal./sq. -270 psf (See General Limitation #9.) NOA No: 03- 0430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 9 of 28 CONCRETE DECK SYSTEM LIMITATIONS: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • -• ••• • • • • ••• • • • • • •• •• • • •• •• -• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • ••• ••• • • 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performe1 to determine S' ten& patterns and density. All testing and fastening design shall be in cottapraici Application Standard TAS 105 and Roofing Application Standard RAS 117, tatcu18.tio$s ;halt 1e•iigned and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. NOA No: 03- 0430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 27 of 28 GENERAL LIMITATIONS: • • ••. • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • . • • • • • • • • • ••• • • • • ••• • • • • • •• •• • • •• •• • 5 • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • ••• ••• • . • 1. Fire classification is not part of this acceptance, refer to a current Appro .ed Roofing• Materials Directory for fire ratings of this product. • • • • • • • • • • • • • 2. Insulation may be installed in multiple layers. The first layer shall hie cl d. flcccnplian* with Product Control Approval guidelines. All other layers shall be adhered in a fun moping df approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved . asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based - -on a minimum-fastener-resistance value- in-conjunction- with -th a listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0430.14 Expiration Date: 11/06/08 Approval Date:10/31103 Page 28 of 28 ed at 1.2 ). :lied at 1 s). ed at 1.2 fry mils). :y Polyfoam s colors). ed 1-1/4 a mPPtied at 7olyfoam gat/s(4/ applied 'olyfoam ied at 1 Option ljsq (12;: 'olyfoare :ed at 14 �Ucadoit' Vsq (lS oly1 am ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued 1 and overlayment board are offset 6 in. with the joints in the me is part of the roof system, it must be placed below the reuyment board. ' Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to ',Tens-Deck' in hot asphalt. ••'GAFGLAS Stratavent Nailabte Base Sheet" may be mechanically attached or lost mopped over noncombustible decks and as a recover over existing roof ' GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" '•iarulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS 175 Base Sheet" or " GAFGLAS `00 Premimum Base Sheet") is a suitable alternate for Type G1 asphalt glass „like ply sheet (" GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof .systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base •sheet'GAEG/AS Stratavent (Vent -Ply) perforated" or " GAFGLAS Stratavent :pent-Ply) for imitable decks'. Perforated to be mopped and imitable to be' mechanically attached granule side down. •'-As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS 175 Base Sheet', " GAFGLAS 180 Premium Base Sheet" or 'GAFGLAS Stratavent (Vent -Ply) %ir naiable decks") may be substituted for 61 asphalt glass fiber ply sheet (%AFGLAS Ply 4' or " GAFGLAS Ply 6") as the nailed base ply in the following • kttom ply or base sheet may be solid mopped, spot mopped or mechanically Unless • ot• herwise indicated, all insulations may be hot mopped or mechanically fastened. "CAWS Flashing' or 'Ruberoid" may be used for flashing in any of the Class L I m C systems listed below. When 'perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any • Ether UL Classified perlite insulation. Gushed stone or slag are suitable alternates for gravel in any of the Class A, ilr C systems listed s•chual cement fiber building units are considered suitable to be included lea a deck in the foUowing Class A. 8 or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, 8 or C systems to not adversely effect the rating. The use of 1/2 in. min gypsum board is ,p aomptable alternate for insulation over C -15/32 decks. -use-of polystyrene insulatiorrboard-between min 3/4 in. perlite board 'ad desk with rosin paper (perlite /rosin paper /polystyrene /perlite) is a eatable alternate for isocyanurate board in the following Class A, 8 or C systems. Isotherm RA ", "GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the _Mowing Classifications. t Tiumbult'Perma Mop' may be utilized with any of the following "Asphalt Felt •Sptems with Hot Roofing Asphalt'. WAFGLAS 180 Premium Base Sheet may be used in any of the following Class A, B and C. g asphalt, for use with organic and glass felts or modified bitumen M .Jsq (14 Adana,,..'- ed at 1: colors)" ickness. ails). to of 5 ;acoftec oadcast lb /sq. 06 (14) 1 as an u. -Pacific ,ustible . tem is tints in Classy A T Deck C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, woad fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ . urethane composite, wood fiber/isocyanurate, composite, phenolic, any . My Sheet Three or more layers Type 61 " GAFGLAS Ply 4" or " GAFGLAS PI' ti , hot mopped. Surfaci ,rely :L Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass •!' fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ •• urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Sheet Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Pty ne la er T •e G3 "GAFGLAS Mi M,n,gral Surfaced Ca ° Sheet". .re: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite. perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6'. Ca • Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". - 4... • , 'r_..__.. Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. ROOF COVERING MATERIALS (TEVT) : e • e: : ROQFIVG :Set'•511MS :TGFU)— Continued • • • ••• • • • 'fly Stbel:' ny: L: Lissifie ;grjte4 surfaced Class A asphalt gtas mat system... "Dick: C -15/12 incline: 1 - - Slip Sheet (Optional): Red rosin paper, nailed to deck. •� Bale.' heet,t ne to r of T � 2•'+Gl4FGlAS 175 Base Sheet" (r •na d • • • • • • •• Ply:Shhet: On: or more layer; o�Tyte 11 " GAFGLAS Ply 4" or GAFGI ••i ". • ••• • ••• • • Cap Sheet One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap 6. 'Detkr1C- - rncirnei j -- • 8 e Vest: Ore liy r of Type G2 " GAFGLAS 175 Base Sheet ". 1{y Sheets thee or ,snores la�r r of•1y�e G1 " GAFGLAS Ply 4" or GAFGL 6. ••• • • • • •• • &Caj &e�aye f type G-3 rAF LAS Mineral Surfaced Cap 7. D 2• • • Incline: Insulation: One or more layers perlite, glass fiber, isocyanurate, ure perlite /isocyanurate composite, perlite /urethane composite, ph. 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers of Type 61. G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or gra "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or grant "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Indine: 2 Insulation (Optional): One or more layers pertite, wood fiber. fiber, isocyanurate, urethane, perlite /isocyanurate composite, pt urethane composite, wood fiber / isocyanurate composite, phenolic thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or gra. "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granu "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped: Class B Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers partite, wood fiber, fiber, isocyanurate, urethane, perlite/isocyanurate composite, pe urethane Composite, wood fiber/isocyanurate composite, phenolic thickness. Ply-street:- Two-or morelayers of-Type-GVGAFGLAS Ply 4" or-'GAT Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheer, hot moi 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more Layers pertite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanurate composite, pe urethane composite, wood fiber/isocyanurate composite, phenolic. thickness. Base Sheet: Two or more layers of Type 61. G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or gran "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or grans "Ruberoid Mop Plus" (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. • Class C Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, t fiber, isocyanurate, urethane, perlite /isocyanurate composite, per urethane composite, wood fiber /isocyanurate composite, phenolic, thickness. Ply Sheet Three or more layers of Type 61 ' GAFGLAS Ply 4" or "GAR Ply 6'. Surfadng: "Special Roofing Bitumen' 20 tbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Incline: 1/2 Insulation (Optional):'One or more layers perlite, wood fiber, c fiber, isocyanurate. urethane, perlite/isocyanurate composite, per urethane composite, wood fiber / isocyanurate composite, phenolic. thickness. Ply Sheet: Three or more layers of Type G1 " GAFGLAS Ply 4' or "GAF. Pty 6 ", hot mopped with coal tar bitumen. Surfadng: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or g fiber,. 2 in. max. Ply Sheet Three or more layers of Type G1 " GAFGLAS Ply 4" or "GAFG Ply 6 ". Surfadng: Grundy Industries "al MB Aluminum Roof Coating" at 1- gal/sq, 1. 1. 1. LOOK FOR MARK ON PRODUCT FORM 600A -2004 EnergyGauge® 4.1 FLORIDA. ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner. Climate Zone: New Project SINGLE FAMILY 269 NE. 99th STREET MIAMI SHORES, FL 33138 - ROBERTO RODRIGUEZ South 1. New construction or existing 2. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5. Is this a worst case? Builder. CRUZ RODRIGUEZ Permitting Office: MIAMI SHORES Permit Number: Jurisdiction Number. 231000 New Single family 1 1 No 6. Conditioned floor area (ft2) 745 ft2 7. Glass type' and area: (Label regd. by 13- 104.4.5 if not default) a. U- factor: (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 7b. 4 Floor types - a. Slab -On -Grade Edge Insulation b. Raised Concrete c. N/A Wall types a. Concrete, Int Instil, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. All: Interior b. N/A Description Area 7a(Sngle Default) 189.8 ft2 (Tint) 189.8 ft2 R41.0, 80.0(p) ft R =19.0, 470.0ft2 R =5.0, 1600.0 ft2 _ R =30.0, 470.0 ft2 Sup. R=6.0, 20.0 ft 12. Cooling syst a. Central Unit b. N/A c. N/A Cap: 18.2 kBtu/hr _ SEER: 14.10 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, }IF-Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 11.9 kBtu/hr _ COP: 1.00 Cap: 20.0 gallons _ EF: 0.90 Glass/Floor Area: 0.25 Total as -built points: 11999 Total base points: 12007 PASS I hereby certify that the plans and ep,(0.Aficstions covered by this calculation are in compliance with the Fio&f Energy Code. PREPARED BY: 2,4-� DATE: 52 „oi - I hereby certify that this building, as cs i ;rted, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pa EnergyGauge® (Version: FLRCPB v4.1) FORM 600A -2004 EnergyGauge® 4.1 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 269 NE. 99th STREET, MIAMI SHORES, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS iSECTION REQUIREMENTS FOR EACH PRACTICE CHECfS/ I Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.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; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous Nitration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. LI Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. , / v 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. Separate readily accessible manual or automatic thermostat for each system. Multi-story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. A -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 612.1 ABC.3.2 Switch or clearly marked dr breaker (electric) or cutoff (gas) must be provided. 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 efficiency of 78 %. Shower heads 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. 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. ✓ EnergyGaugen, DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 FORM 600A -2004 EnergyGauge® 4.1 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 269 NE. 99th STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2273.00 2273.0 20.0 0.90 As -Built Total: 1 1.00 2323.51 1.00 2323.5 2323.5 PASS EnergyGaugeTM DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating Points + Hot Water Points = Total Points 9120 614 2273 12007 6993 2683 2324 11999 PASS EnergyGaugeTM DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 FORM 600A -2004 EnergyGauge® 4.1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 269 NE. 99th STREET, MIAMI SHORES, FL, 33138- PERMIT #: EnergyGaugeTM DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 BASE AS -BUILT Winter Base Points: 979.2 Winter As -Built Points: 2359.5 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Heating Points 979.2 0.6274 614.3 (sys 1: Electric Strip 11900 btuh ,EFF(1.0) Ducts:Unc(S),Unc (R),Int(AH),R6.0 2359.5 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 2683.0 2359.5 1.00 1.137 1.000 1.000 2683.0 EnergyGaugeTM DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 FORM 600A -2004 EnergyGauge® 4.1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 269 NE. 99th STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 745.0 2.36 316.5 Single, Tint N 0.1 14.0 40.0 6.11 1.00 244.5 Single, lint N 0.1 28.0 40.0 6.11 1.00 244.5 Single, Tint E 0.1 14.0 40.0 5.05 1.00 202.2 Single, lint W 0.1 32.0 40.0 5.65 1.00 225.8 Single, Tint W 0.1 24.0 5.8 5.65 1.00 32.7 Single, Tint W 0.1 14.0 24.0 5.65 1.00 135.5 As -Butit Total: 189.8 1085.2 i WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 1600.0 0.90 1440.0 Exterior 1600.0 0.60 960.0 Base Total: 1600.0 960.0 As-Bulk Total: 1600.0 1440.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Bulk Total: 0.0 0.0 CEIUNG TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 470.0 0.10 47.0 Under Attic 30.0 470.0 0.10 X 1.00 47.0 Base Total: 470.0 47.0 As -Bulk Total: 470.0 47.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 80.0(P) -2.1 -168.0 Slab -On -Grade Edge Insulation 0.0 80.0(p) -2.10 -168.0 Raised 470.0 -0.28 -131.6 Raised Concrete 19.0 470.0 0.00 0.0 Base Total: -299.6 As -Bulk Total: 550.0 -168.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 745.0 -0.06 -44.7 745.0 -0.06 -44.7 EnergyGauge® DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 FORM 600A -2004 EnergyGauge® 4.1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 269 NE. 99th STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE AS -BUILT Summer Base Points: 21377.6 • Summer As -Built Points: 25701.4 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 21377.6 0.4266 9119.7 (sys 1: Central Untt 18200 btuh , SEER /EFF(14.1) Du s: Unc(S),Unc(R),Int(AH),R8.0(INS) 25701 1.00 (1.07 x 1.165 x 0.90) 0.242 1.000 6992.9 25701.4 1.00 1.125 0.242 1.000 6992.9 EnergyGaug&M DCA Form 600A -2004 EnergyGauge®/FiaRES'2004 FLRCPB v4.1 FORM 600A -2004 EnergyGauge® 4.1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 269 NE. 99th STREET, MIAMI SHORES, FL, 33138- PERMIT #: EnergyGauge® DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len. Hgt Area X SPM X SOF = Points .18 745.0 32.50 4358.3 Single, Tint N 0.1 14.0 40.0 29.33 1.00 1172.7 Single, Tint N 0.1 28.0 40.0 29.33 1.00 1172.9 Single, Tint E 0.1 14.0 40.0 65.40 1.00 2615.1 Single, Tint W 0.1 32.0 40.0 58.39 1.00 2335.5 Single, Tint W 0.1 24.0 5.8 58.39 1.00 338.6 Single, Tint W 0.1 14.0 24.0 58.39 1.00 1401.1 As -Built Total: 189.8 9035.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 5.0 1600.0 2.00 3200.0 Exterior 1600.0 2.70 4320.0 Base Total: 1600.0 4320.0 As -Built Total: 1600.0 3200.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As-Bul t Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 470.0 2.80 1316.0 Under Attic 30.0 470.0 2.77 X 1.00 1301.9 Base Total: 470.0 1316.0 As -Bulk Total: 470.0 1301.9 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 80.0(p) -20.0 - 1600.0 Slab -On -Grade Edge Insulation 0.0 80.0(p) -20.00 - 1600.0 Raised 470.0 -2.16 - 1015.2 Raised Concrete 19.0 470.0 -0.50 -235.0 Base Total: - 2615.2 As -Built Total: 550.0 - 1835.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 745.0 18.79 13998.5 745.0 18.79 13998.5 EnergyGauge® DCA Form 600A -2004 EnergyGauge®/FIaRES'2004 FLRCPB v4.1 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. ROBERTO RODRIGUEZ, 269 NE. 99th STREET, MIAMI SHORES, FL, 33138- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap:, 18.2 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 14.10 _ 4. Number of Bedrooms 1 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 745 ft2 _ c. N/A - 7. Glass type' and area: (Label read. by 13- 104.4.5 if not default) - a. U- factor•. Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 189.8 ft2 _ a. Electric Strip Cap: 11.9 kBtu/hr _ b. SHGC: COP: 1.00 (or Clear or Tint DEFAULT) 7b. (Tint) 189.8 ft2 _ b. N/A _ 8. Floor types - a. Slab -On -Grade Edge Insulation l:).0, 80.0(p) ft _ c. N/A _ b. Raised Concrete R =19.0, 470.0ft2 _ _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 20.0 gallons ,_ a. Concrete, Int Insul, Exterior R=5.0, 1600.0 ft2 _ b. N/A _ 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 =30.0, 470.0 ft2 _ 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: Unc. AH: Interior Sup. R5.0, 20.0 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant : tures. Builder Signature: ,; Date: CA'2,410(4, Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarmdesignation), your home may qualj for energy efficiency. mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and area.s see Summer & Winter Glass output on es 2&4. nergyGauge® (Version: FLRCPB v4.1) EF: 0.90 Residential System Sizing Calculation Summary Project Title: New Project SINGLE FAMILY ROBERTO RODRIGUEZ 269 NE. 99th STREET MIAMI SHORES, FL 33138- Code Only Professional Version Climate: South 5/24/2006 Location for weather data: Miami - Defaults: Latitude(25) Altitude(11 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Load Winter design temperature Winter setpoint Winter temperature difference 50 F 70 F 20 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating Toad calculation 11840 Btuh Total cooling Toad calculation 17282 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 100.5 11900 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 97.6 13650 137.9 4550 105.3 18200 WINTER CALCULATIONS Winter Heating Load for 745 Load component Load Load Window total 190 soft Window total 190 soft 4821 Btuh Wall total 1600 sqft 4360 Btuh Door total 0 soft 0 Btuh Ceiling total 470 sqft 299 Btuh Floor total See detail report 2359 Btuh Infiltration 0 cfm 0 Btuh Duct Toss Btuh 0 Btuh Subtotal Latent gain(ducts) 11840 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh 11840 Btuh Summer Coolinra Load for 745 SUMMER CALCULATIONS Load component Load Window total 190 soft 4917 Btuh Wall total 1600 soft 4208 Btuh Door total 0 soft 0 Btuh Ceiling total 470 soft 1108 Btuh Floor total 330 Btuh Infiltration 0 cfm 0 Btuh Internal gain 3420 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Total sensible gain 13982 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 0 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemauoccupants/other) 3300 Btuh Total latent gain 3300 Btuh TOTAL HEAT GAIN 17282 Btuh For Florida residences only EnergyGauge® System Sizi PREPARED BY: DATE: cZI�O� EnergyGauge® FLRCPB v4.1 Manual J Winter Calculations Residential Load - Component Details (continued) ROBERTO RODRIGUEZ Project Title: Code Only 269 NE. 99th STREET New Project SINGLE FAMILY Professional Version MIAMI SHORES, FL 33138- Climate: South Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear (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) For Flori a residences only EnergyGauge® FLRCPB v4.1 Page 2 System Residential ROBERTO RODRIGUEZ 269 NE. 99th STREET MIAMI SHORES, FL 33138- Sizing Calculations - Winter Load - Whole House Component Details Code Only Professional Version Climate: South 5/24/2006 Project Title: New Project SINGLE FAMILY Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F Window Panes/SHGC/Frame/U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 1, Tint, Metal, 1.27 N 40.0 25.4 1, Tint, Metal, 1.27 N 40.0 25.4 1, Tint, Metal, 1.27 E 40.0 25.4 1, Tint, Metal, 1.27 W 40.0 25.4 1, Tint, Metal, 1.27 W 5.8 25.4 1, Tint, Metal, 1.27 W 24.0 25.4 Window Total 190(saft) 1016 Btuh 1016 Btuh 1016 Btuh 1016 Btuh 147 Btuh 610 Btuh 4821 Btuh Walls 1 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.14) 5.0 1600 2.7 Wall Total 1600 Load 4360 Btuh 4360 Btuh Ceilings 1 Type/Color /Surface R -Value Area X HTM= Unvented Attic/L/Conc) 30.0 470 0.6 Ceiling Total 470 Load 299 Btuh 299Btuh Floors 1 2 Type R -Value Size X HTM= Raised Concrete 19 470.0 sgft 1.0 Slab On Grade 0 80.0 ft(p) 23.6 Floor Total 550 Load 471 Btuh 1888 Btuh 2359 Btuh Zone Envelope Subtotal: 11840 Btuh Infiltration Type ACH X Zone Volume CFM= Natural 0.00 6705 0.0 0 Btuh Ductload Unsealed, R6.0, Supply(Attic), Retum(Attic) (DLM of 0.00) 0 Btuh Zone #1 Sensible Zone Subtotal 11840 Btuh Subtotal Sensible Ventilation Sensible Total Btuh Loss 11840 Btuh 0 Btuh 11840 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ROBERTO RODRIGUEZ Project Title: Code Only 269 NE. 99th STREET New Project SINGLE FAMILY . Professional Version MIAMI SHORES, FL 33138- Climate: South Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as dear (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) For Flori • a residences only EnergyGauge® FLRCPB v4.1 Page 2 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: Code Only New Project SINGLE FAMILY Professional Version Climate: South 5/24/2006 ROBERTO RODRIGUEZ 269 NE. 99th STREET MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Winter Temperature Difference: 20.0 F Window Panes/SHGC /Frame/U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 1, Tint, Metal, 1.27 N 40.0 25.4 1, Tint, Metal, 1.27 N 40.0 25.4 1, Tint, Metal, 1.27 E 40.0 25.4 1, Tint, Metal, 1.27 W 40.0 25.4 1, Tint, Metal, 1.27 W 5.8 25.4 1, Tint, Metal, 1.27 W 24.0 25.4 Window Total 190(sgft) 1016 Btuh 1016 Btuh 1016 Btuh 1016 Btuh 147 Btuh 610 Btuh 4821 Btuh Walls 1 Type R -Value Area X HTM= Concrete BIk,Hollow - Ext(0.14) 5.0 1600 2.7 Wall Total 1600 Load 4360 Btuh 4360 Btuh Ceilings 1 Type/Color /Surface R -Value Area X HTM= Unvented Attic/UConc) 30.0 470 0.6 Ceilin • Total 470 Load 299 Btuh 299Btuh Floors 1 2 Type R -Value Size X HTM= Raised Concrete 19 470.0 sqft 1.0 Slab On Grade 0 80.0 ft(p) 23.6 Floor Total 550 Load 471 Btuh 1888 Btuh 2359 Btuh Zone Envelope Subtotal: 11840 Btuh Infiltration Type ACH X Zone Volume CFM= Natural 0.00 6705 0.0 0 Btuh Ductload Unsealed, R6.0, Supply(Attic), Retum(Attic) (DLM of 0.00) 0 Btuh Zone #1 Sensible Zone Subtotal 11840 Btuh Subtotal Sensible Ventilation Sensible Total Btuh Loss 11840 Btuh 0 Btuh 11840 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only 269 NE. 99th STREET New Project SINGLE FAMILY Professional Version MIAMI SHORES, FL 33138- • Climate: South 5/24/2006 ROBERTO RODRIGUEZ Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (4 people © 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 13982 Btuh 0 Btuh 13982 Btuh 0 Btuh 0 Btuh 13982 Btuh 0 Btuh 0 Btuh 0 Btuh 800 Btuh 2500 Btuh 3300 Btuh 17282 Btuh `Key: Window types (Pn - Number of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) (U - Window U -Factor or 'DEF for default) (InSh - Interior shading device: none(N), Blinds(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) For Florida residences only EnergyGauge® FLRCPB v4.1 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: Code Only New Project SINGLE FAMILY ROBERTO RODRIGUEZ 269 NE. 99th STREET MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F Professional Version Climate: South 5/24/2006 Component Loads for Whol Hit e Window Type* Pn/SHGC/U/InSh/ExSh/IS Omt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 5 6 1, Tint, 1.27, D-M, 0.00,N N 1, Tint, 1.27, D-M, 0.00,N N 1, Tint, 1.27, D-M, 0.00,N E 1, Tint, 1.27, D-M, 0.00,N W 1, Tint, 1.27, D-M, 0.00,N W 1, Tint, 1.27, D-M, 0.00,N W Window Total 0.08 14ft. 0.08 28ft. 0.08 14ft. 0.08 32ft. 0.08 24ft. 0.08 14ft. 40.0 0.0 40.0 40.0 0.0 40.0 40.0 0.0 40.0 40.0 0.0 40.0 5.8 0.0 5.8 24.0 0.0 24.0 190 (sqft) 26 26 26 26 26 26 26 26 26 26 26 26 1036 Btuh 1036 Btuh 1036 Btuh 1036 Btuh 150 Btuh 622 Btuh 4917 Btuh Walls 1 Type R- Value/U -Value Area(sqft) HTM Concrete BIk,Hollow - Ext 5.0/0.14 1600.0 2.6 Wall Total 1600 (sqft) Load 4208 Btuh 4208 Btuh Ceilings 1 Type/Color /Surface R -Value Area(sqft) HTM Unvented Attic/Light/Concrete 30.0 470.0 2.4 Ceiling Total 470 (sqft) Load 1108 Btuh 1108 Btuh Floors 1 2 Type R -Value Size HTM Raised Concrete 19.0 470 (sqft) 0.7 Slab On Grade 0.0 80 (ft(p)) 0.0 Floor Total 550.0 (sqft) Load 330 Btuh 0 Btuh 330 Btuh Zone Envelope Subtotal: 10562 Btuh Infiltration Type ACH Volume(cuft) CFM= SensibleNatural 0.00 6705 0.0 Load 0 Btuh Internal gain Occupants Btuh/occupant Appliance 4 X 230 + 2500 Load 3420 Btuh Duct Toad Unsealed, R6.0, Supply(Attic), Retum(Attic) DGM = 0.00 0.0 Btuh Sensible Zone Load 13982 Btuh EnergyGauge® FLRCPB v4.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) ROBERTO RODRIGUEZ Project Title: Code Only 269 NE. 99th STREET New Project SINGLE FAMILY Professional Version MIAMI SHORES, FL 33138- Climate: South 5/24/2006 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (4 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 13982 Btuh 0 Btuh 13982 Btuh 0 Btuh 0 Btuh 13982 Btuh 0 Btuh 0 Btuh 0 Btuh 800 Btuh 2500 Btuh 3300 Btuh 17282 Btuh `Key: Window types (Pn - Number of panes of glass) (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(B), Draperies(D) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (BS - Insect screen: none(N), Full(F) or Half(H)) (Omt - compass orientation) MRKURL For Florida residences only EnergyGauge® FLRCPB v4.1 Page 2 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Code Only Professional Version Climate: South 5/24/2006 ROBERTO RODRIGUEZ Project Title: 269 NE. 99th STREET New Project SINGLE FAMILY MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F Window Type" Pn/SHGC/UMSh/ExSh/IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 2 3 4 5 6 1, Tint, 1.27, D-M, 0.00,N N 1, Tort, 1.27, D-M, 0.00,N N 1, Tint, 1.27, D-M, 0.00,N E 1, Tint, 1.27, D-M, 0.00,N W 1, Tint, 1.27, D-M, 0.00,N W 1, Tint, 1.27, D-M, 0.00,N W Window Total 0.08 14ft. 0.08 28ft. 0.08 14ft. 0.08 32ft. 0.08 24ft. 0.08 14ft. 40.0 0.0 40.0 40.0 0.0 40.0 40.0 0.0 40.0 40.0 0.0 40.0 5.8 0.0 5.8 24.0 0.0 24.0 190 (sqft) 26 26 26 26 26 26 26 26 26 26 26 26 1036 Btuh 1036 Btuh 1036 Btuh 1036 Btuh 150 Btuh 622 Btuh 4917 Btuh Walls 1 Type R- Value/U -Value Area(sqft) HTM Concrete Bc,Hollow - Ext 5.0/0.14 1600.0 2.6 Wall Total 1600 (sqft) Load 4208 Btuh 4208 Btuh Ceilings 1 Type/Color /Surface R -Value Area(sqft) HTM Unvented Attic/Light/Concrete 30.0 470.0 2.4 Ceiling Total 470 (sqft) Load 1108 Btuh 1108 Btuh Floors 1 2 Type R -Value Size HTM Raised Concrete 19.0 470 (soft) 0.7 Slab On Grade 0.0 80 (ft(p)) 0.0 Floor Total 550.0 (sqft) Load 330 Btuh 0 Btuh 330 Btuh Zone Envelope Subtotal: 10562 Btuh Infiltration Type ACH Volume(cuft) CFM= SensibleNatural 0.00 6705 0.0 Load 0 Btuh Internal gain Occupants Btuh/occupant Appliance 4 X 230 + 2500 Load 3420 Btuh Duct Toad Unsealed, R6.0, Supply(Attic), Retum(Attic) DGM = 0.00 Sensible Zone Load 0.0 Btuh 13982 Btuh EnergyGauge® FLRCPB v4.1 Page 1 4 Residential Window Diversity MidSummer Project Title: New Project SINGLE FAMILY ROBERTO RODRIGUEZ 269 NE. 99th STREET MIAMI SHORES, FL 33138- Code Only Professional Version Climate: South 5/24/2006 Summer design temperature Summer setpoint Summer temperature difference Latitude 90 F 75 F 15 F 25 North Average window Toad for July Peak window load for July Excusion Iimit(130% of Ave.) Window excursion (July) 9989 Btuh 13551 Btu 12985 Btu 566 Btuh WINDOW Average and Peak Loads 13000.00 12000.00 11000.00 - 10000.00 9000.00 - 8000.00 7000.00 - 6000.00 - s000.00 . 4000.00 - 3000.00- 2000.00 - 1000.00 - —Limit for excursion 12 Hour Average 0.00 . 8 a.m. 10 a.m. 12 2 p.m. 4 p.m. 6 p.m. 8 p.m. Total July Window Load(Radiation and conduction) Warning: This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in-solar gain for OM or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge® System Sizin PREPARED BY: DATE: Florida residences only EnergyGa FLRCPB v4.1 MRMUfiL .1 FORM 600A -2004 EnergyGauge® 4.1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: City, State: Owner: Climate Zone: New Project SINGLE FAMILY 269 NE. 99th STREET MIAMI SHORES, FL 33138 - ROBERTO RODRIGUEZ South 1. New construction or existing New 2. Single family or multi - family Single family 3. Number of units, if multi- family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area (ft2) 745 ft2 7. Glass type' and area: (Label read. by 13- 104.4.5 if not default) a. U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Concrete c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A 'd.. N/A e. N/A 10. Ceiling types a. Under Attic afa_ N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A Description Area 7a(Sngle Default) 189.8 ft2 7b. (Tint) 189.8 ft2 _ R�.0, 80.0(p) ft R =19.0, 470.0ft2 R =5.0, 1600.0 ft2 _ R =30.0, 470.0 ft2 Sup. Ri.0, 20.0 ft Builder: Permitting Office: Permit Number: Jurisdiction Number. 12. Cooling systems (--- a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A CRUZ RODRIGUEZ MIAMI SHORES 231000 c. Conservation credits (HR -Heat recovery, Solar DIP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) 18.2 kBtu/hr SEER: 14.10 Cap: 11.9 kBtu/hr _ COP: 1.00 Cap: 20.0 gallons _ EF: 0.90 Glass /Floor Area: 0.25 Total as -built points: 11999 Total base points: 12007 PASS ,1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: r 42A 2 *, DATE: I hereby certify that this building, et designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 0 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553. Florida Statutes. BUILDING OFFICIA DATE: 10 6 J 1 Predominant glass type. For actual glass type and areas, see Summer & venter Glass output on EnorgyGauge® (Version: FLRCPB v4.1) • • •.• • •• •: • ''' • 00 • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • .•• • Miami Shores Village • Building Dep .rtinei.t 10050 N.E. 2 Avenue, Miatiir Lures, Fl 33138 Tel: 305- 795 -2204 * Fax: 305-756-8972 • •• ••• ••• •••• • •• • ••• ••••• • :': '•• •' • : : • :. ••• ••' NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE •• I (We) have been retained by (name of owner /agent) 12.DPjt[2(O fl—c) (Lt &,UE� to perform Special Inspector services under the Florida Building Code at the address) .249 N . 1'i�E.�� , Miami Shores, as of i • • ••• • •• •• • ••• • •'•' • • •• • • • • • ••• • • • • ••• Miami Shores .Village • Building De' • att • • • c w Ai lneht •. •� - i 10050 N.E. 2nd Avenue, Miami Shores, Fl 33138 OCT 1 1 2006 Tel: 305- 795 -2204 * Fax: 305- 756 -8972 •• ••• ••• •• •ii i : : • •:: '• BY: m —'62- O • • • • • • • ••• • • ••• •• NOTICE TO MIAMI SHORES VILLAGE M JILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE 1(We) have been retained by (name of owner /agent) i P5G l2�i. V-09 OA eakte -2, to perform Special Inspector services under the Florida Building Code at the pro ect address) '2 6 9 N E. Lf c 4 1",1t,E e-r' , Miami Shores, as of (01 (I O iv (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: (Lo — ( — 22. 3o lSpecial Inspector for Reinforced Unit Masonry, FBC 2122.4 O Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 O�pecial Inspector for Steel Connections, FBC 2218.2 Special Inspector for Soil Compaction, FBC 1820.3.1 0 Special Inspector for Precast Units & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE: Please mark boxes that apply The following individuals(s) employed by this firm or me' are authorized to perfo 1. rUtsxJ 3. 2. 3. 4. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed nd Sealed Date: Engineer /Architect Name FUL -tb• S • A1442— (Print) Address ?' Nk bQ t JC. Phone No.(30.i) 8 q G, 56 802 Florida License No: ,tA(Z.0 111 MIA MI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable The documentation submitted has been review • • •• •• • • • • • • • • • •• • • • ••• • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • ••• • •MIAMI•DADECOUNTY, FLORIDA • • •1O;D 'Fj.AGLER BUILDING vinwrIT FLA'CiL'ER$1 FEET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 J• • ••• •• • • •• • •• • • . • • •• • • • • ••• •• y 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 claw stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 # 02- 0305.02 and, consists of this page 1 and evidence page E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. ocT 1 1 Ms BY E ,a ons g a erning the use of construction materials. -Dade Co Product Control Division and accepted NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 Page 1 PGT Industries • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• •• •• • • •• • • • • • • • • • • • • • • 10 • NOTICE OF ACCEPTANCE: EVIDENCE S'181YU I'E"h• • • • A. DRAWINGS •• • • • •• ••• •• 1. Manufacturers die drawings and sections. • 'Eh • • 2. Drawing No. 4112, titled "Aluminum Horizont t Swig Widdddw., sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98 with revisions dated 12/29/03 signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. i IL -1969, dated 3/17/98, signed and sealed by Joseph C. Chan, P.E. 2 Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3740, dated 03/18/03, signed and sealed by Joseph C. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Dupont Butacite R PVB" dated 02/15/01, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02 issued to "Solutia Inc." for "SaflexlKeepsafe Maximum" dated 05/17/01, expiring on 05/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 • • ••• • • • ••• • • • • • • • • • • • . . • • ••. • • • • • • • • • • • ••• • • • • ••• PGT INDUSTRIES • • • • •• • • •• .• • • • • • • • • • •• • NOTICE OF ACCEPTANCE: EVIDENCE S SIVi XTE�' • • • F. STATEMENTS .• • • • .. 0.. •. • . • . . 1. Statement letter of conformance, dated Jataxy 25,• 1992, Sighed by Robert L. Clark, P.E. "Submitted under NOA# 99- 0204 -03" 2. Statement letter of no financial interest, dated January 25, 1999, signed by Robert L. Clark, P.E. "Submitted under NOA# 99- 0204 -03" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (H3C). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0612.06 Expiration Date: May 20, 2007 Approval Date: April 08, 2004 C. 13/16" LAMI I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 13/16" LAMI 1.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16" LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT --- — DAYUGHT — OPENING OPENING 1 58 /4" MAX FIXED LITE DAYUGHT OPENING 63" MAX HEIGHT j 0 8 FLANGE FRAME SILL (Alum. 6063 -T5) 612238 9 FRAME SILL ADAPTER (Alum. 6063 -T5) 612239 10 SASH TOP BOT. A1L (Alum. 6063 -T5) 612240 1 ALUMAX AF -12238 1 2 11 SCREEN RETAINERSAIum. 6063 -T5 6532377 1 12 5/16" (.350) LAMINATED USING (2 UTES OF 1/8" ANNEALED GLASS 13 5/16" (.350) LAMINATED USING (2 UTES 1/8" HEAT STRENGTHENED GLASS 14 ANTI-LIFT CHANNEL (Alum. 6063 -T5) 612244 1 @ midspan of vent) 15 #10 x 1.000 Ph. FI. SMS 710X1 4 Windload Adapter screws)_ 16 #6 x 1.000 PH. PAN SMS 76X1PPA 2 for anti -lift channel) 17 WEATHERSTRIP, TI;IN WALL BULB VINYL 6TP247 8 1 per Glazing Bead 18 #8 x .500 PHIL. Fl SMS 7856A 2 Sweep Latch screws) 4 when using 2 Sweep Latches) 19 #8 x 1.000 PHIL P.H. SMS 781PQA 22 (Frame /Vent assy. screws) 20 SWEEP LATCH 71096 1 11.5" from ends -vent mtg. rail) 2 if height is >= 42 "} 21 WEEP HOUSING 70250 3 1 @midspan /2 1/4 from ends) 22 WEEP FLAP 70251 3 1 @midspan /2 1/4" from ends) 23 ROLLER HOUSING 2 @ ea. end of vent top rail) 24 BRASS WHEELS 7BRWHL2 4 2 per Roller Housing) 25 WSTP, .270 x .170 BACK FIN SEAL 61062W 2 @vent top /bat rails & mtg. rail) 26 SILICON 62899 A 27 WEATHERSTRIP, BULB VINYL 6TP249 1 (@ vent jamb rail) 29 13/16" I.G., 1/8" HEAT STRENGTHENED GLASS, 3/8 SPACE, 5/16" LAMI (1/8" 30 GLAZING BEAD (1.3/16" I.G.) 6063 -T5 4067 8 31 WSTP, .187 x .230 BACK, FIN SEAL 1060 1 @ MEETING RAIL 32 13/16" I.G., 1/8" HEAT STRENGTHENED GLASS, 318" SPACE, 5/16" LAMI (1/8" ALUMAX ALUMAX ALUMAX AF -12239 AF -12240 AF- 532377 ALUMAX FASTEC MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER AF -12244 TP -247 MERCHANTS FASTENER MINIATURE DIE CASTING PGT.214.XX MASTER TOOL 7 -M10 -250 MASTER TOOL 7 -M10 -251 MASTER TOOL 70312 VINYL- TECH /P.G.T. SCHLEGEL OR EQUIV. FS7826 -187 DOW CORNING 899 OR 995 TEAM PLASTICS TP -249 A, .090, 1/8" HS) INDALEX • • Hi .0900, L /8 HS E(�lTl� 64067 610606•••• • j x 57" MAX VENT DAYUGHT OPENING 6" MAX. 8" MAX , I I I 8 " MAX 4" MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 6" MAX •• • 4. ANCHORAGE: SINGLE ROW OF FAS I ENERS L O C A T E D AS FOLLOWS & PER SF1te •.: • • HEAD & SILL; •ROOttCte• • • MAX. 6" FROM CORNERS. bi6•� ar MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. '4a*°•, '3-0(o1211,00 MAX. 15" SPACING. JAMBS' MAX. E" FROM CORNERS. MAX. 12 1/2" SPACING. • SHUTTER REQUIREMENT: NO SHUTTERS REQ'D. • REF. TEST REPORTS: FTL -1969 & FTL -3740 • • •••• • • • • • • •• C Robert L Clark P.E. PE 93"9712 Slpuaurel Rend F.K. y. Date: / R— REAne: •� F. 12/29 03 G—REMO Rend 7/23/03 F-.400 #995 In REM 26 • • • • evs e: Revisions: • • • • •••• • • Rend 4/4/03 RE— 3 6•AAD• 129 -132 • • • • • • Raved • • • • • • •• • • • • . a_ 9%6/02 D R ED NOTE 1 • • • 2716/98 Description: OX ELEVATION & B.O.M. (LG. MISSILE) Drown sy: D.B. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 • rise: ALUMINUM HORIZONTAL SLIDING WINDOW Series /UaddR Scale: Staab HS -710 NTS 1 at 6 Drawing No. 4112 Rev: G • 37.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 44.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 53.125 66.7 -75.0 66.7 -75.0 66.7 -73.1 61.6 -61.6 56.0 60.000 66.7 -75.0 66.7 -73.5 62.0 -62.0 54.8 -54.8 63.000 66.7 -75.0 66.7 -69.4 58.9 -58.9 51.7 -51.7 46.0 43.0 -75.0 -75.0 -56.0 -46.0 -43.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -74.0 66.7 -74.0 55.0 45.1 -55.0 54.2 -54.2 53.4 -53.4 52.7 -52.7 -45.1 44.3 -44.3 43.7 -43.7 43.2 -43.2 42.2 -42.2 41.3 -41.3 40.5 -40.5 40.0 -40.0 66.000 66.7 -75.0 65.5 -65.5 56.6 -56.6 49.0 -49.0 41.2 -41.2 40.4 -40.4 39.5 -39.5 38.7 -38.7 37.9 -37.9 70.000 66.7 -75.0 60.8 - 60.8 53.7 -53.7 46.3 -46.3 39.1 -39.1 38.3 -38.3 37.4 -37.4 36.8 -36.8 36.1 -36.1 74.000 66.7 -75.0 58.2 -58.2 51.3 -51.3 44.2 -44.2 37.4 -37.4 36.8 -36.8 36.1 -36.1 35.5 -35.5 34.8 -34.8 COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D B. 5/16" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8' HEAT STRENGTHENED) D. 13/16" LAM! I.G. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8 "HEAT STRENGTHENED) FTL -1969 & FTL -3740 WINDOW WIDTHS WINDOW HEIGHTS 26.000 38.375 44.000 50.625 59.000 60.000 61.000 62.000 63.000 26.500 66.7 -75.0 66.7 -75.0 66.7 -75.0 37.000 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 = 75.0`) 66.7 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 44.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66. 7-75.0 66.7 - 75.0 53.125 66.7 -75.0 66.7 - 75.0 66.7 - 75.0 66.7 -75.0 60.000 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 66.7 -75.0 - 75.0 66 7 " 66.7 -75.0 0 66.7 -75.0 66.7 -75.0 66.7 66.7 -75.0 66.7 -75.0 66.7! 66.7 0 • -75!0 63.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 -75.0 66.7 -75.0 66.7• 66.7 -75.0 66.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7• 66.7, • ti5 O 70.000 66.7 -75.0 66.7 - 75.0 66.7 -75.0 66.7 -75.0 66.7 -75:0 66.7 -75.0 66.7 -74.9 66.7 -73.5 66.7 •' 19.b ►'75.0 '72.3 A • • 74.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 - 74.8 66.7 -73.5 66.7 -72.2 66.7 -70.9 66.7 NOTES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. • Rend By: F.K. Rend By. F.K. Date: 2/29/03 bate 7/23/03 Revisions: DA • ?AR is Revisions • • F- CORRECT TABLE 3 C&E' Robet4L CIed6 P.E. PE •3.9712 SSuatwel INDUSTRIES Rev/ h51,7 Rv By: Drawn By D.B. 4/4/03 96/02 216/98 Revisions: • • E -ADD 13)16 L E /ANTES Revisions: D- REVISED TABLES • • • • 0410• • • •••• 0410• • • • •• • • • • • • •• • Description: GLASS TYPE COMPARATIVE ANALYSIS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model HS -710 5cais NTS Sheet 2 av 6 Drawing No. 4112 Rev. G • 1/8" HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM OR DUPONT PVB INTER LAYER A 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE -.- 1/8" HEAT STRENGTHENED —I GLASS @OR@ OUTSIDE /\I L Th GLAZING DETAILS: 13/16" (.825) I.G. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 INSIDE GL2. ASS BITE INSIDE OUTSIDE OUTSIDE 1/8" ANNEALED GLASS - 12 .090 INNER LAYER (DUPONT W /BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) X1/8" ANNEALED GLASS 7ro ®1/2" G11S5 BITE INSIDE © ® I 1/8" HEAT STRENGTHENED GLASS - 1/8" HEAT STRENGTHENED -- GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED. GLASS • • • •• • • .090 INNER LAYER — ( DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) • • • •• •• Rend By. F.K. Dote: 12/29/03 Raved By: F.K. Date: 7/23/03 G — rgdArs: /YE Reek:tones • • F -!/EM 17 SCALE Robert L Clark, P.E. PE 939712 FAT INDUSTRIES Revsd By: F.K. Revsd By: F.K. 4/03 96/02 RevMane: • • E -ADD 1616• Le Revisions: • • D ADD GLASS TYPE Drawn By: D.B. Date: 2/16/98 • • • • • •••• • • •••• • •••• • • • •• • • • • • Description: SECTIONS & GLAZING DETAILS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BO% 1529 NOKOMIS, FL 34274 718e: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Mode(: HS -710 Seale NTS Sheet 3 of 6 Drawing No. 4112 Rev. G • • Y • 4 MAX. VENT DAYUGHT OPENING 2.784 2.784 HORIZONTAL SECTION VERTICAL SECTION INDUSTRIES ROUGH OPENING .500 • • • • • she a • • "• • BibBorN•O mYCe72.OW • • • .F / •••• ®siw • • • • •• •• Revad Bic F.K. Revad By. F.K. Raved sY F.K. Revsd By F.K. Dote: 12 29/03 Date: 7/23/03 44/03 96/02 G 112°OS: MT Revisions: • • F —NO CHG THIS SHT Revisions: • • E —ADD 129- 1i2 Revisions: D ADD GLASS TYPE Drawn By: D.B. 2/16/98 • • • • • • • •••• • • •••• • •• • • •••• •••• • • • • •• • Description: RoF rt L. Clan P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 SECTIONS & GLAZING DETAILS ALUMINUM HORIZONTAL SLIDING WINDOW Series /Kodet: HS -710 Sceie: NTS Sheet: 4 of 6 Growing No. 4112 Raw G A3/16" TAPCON (SEE NOTE 1) 1/4" MAX. J SHIM TYPICAL HEAD SECTION SUBSTRATE ANCHORING X3/16" TAPCON (SEE NOTE 1) •4' • 1 1/4" MIN. 1/4" MAX. J SHIM #12 WOOD SCREW A\ TYPICAL HEAD SECTION WOOD ANCHORING A #12 WOOD SCREW 1/4" MAX. SHIM TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SILL SECTION WOOD ANCHORING SEPARATELY. 1/4" MAX. SHIM /\3/16" TAPCON (SEE NOTE 1) 1/4" MAX. SHIM 1/4" MIN. r APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX. SHIM --. ( /ft' Robert L Clark, P.E. PE #39712 Structural INDUSTRIES #12 WOOD SCREW A 1 1/4" MIN. • APP OVED • 2x WOOD UCK• • (SEE NOTE* S.) • •••• • • 'TYPICAL. = B SEclat / Wom •,4� cHORING - •••• • • • • •••• • • • •• •• Rend Sr F.K. Rend 8y: F.K. ReFK. 12 29 03 7/23/03 4%4/03 Re�By pg76/02 RG J% OPCONrk /i!.ScR Reek:for : • • f- REMOVE 3/16 TAPCONS • • RE-NO MG S Revisions: DADDNOTES3 &4 Drawn BY: 0.8. 216/98 • • • •• • • • • • •••• • • •••• •••• • • • •• • • • • • • • Descrip5on: ANCHORAGE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 rile: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: HS -710 Scale: NTS Sheeb 5 of 6 Drawing No. 4112 2.784 L 1-4— .737 O FLANGE FRAME JAMB 6063 -T5 ALUM. ® 5/16" GLAZING BEAD 6063 -T5 ALUM. 9® FRAME SILL ADAPTER 6063 -T5 ALUM. 1.187 11- .062 1 1.403 ® FIXED MEETING RAIL 6063HS -T54 ALUM. .062 - II— .723 -- .688 '-1 © WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 .062 1.183 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 .062 -- ►-{'j� � -1.187 1.081 --1 O SASH MEETING RAIL 6063HS -T54 ALUM. .062 1 1.373 Imo- 2.710 --►-1 ® FLANGE FRAME HEAD 6063 -T5 ALUM. j 1.097 .683 30 13/16" GLAZING BEAD 6063 -T5 ALUM. .291 t - - 1.970 ® SASH SIDE RAIL 6063 -T5 ALUM. L 1.122 III I-� 2.710 ®FLANGE FRAME'9ILL 6063 —T3'AL A. PRODUCT REVISED • "1 " 4" •••• ••• `, 09- .062 -- ►HFr -- Rend By F.K. Ro"sd By F.K. Date: Revisions: •}} • • • 12/29/03 F—NO CHG•rn15! fitT • Ode: Revisions: • • 7/23/03 F —NO CHG 7HIS SHT Robert L Clark P.E. P5539712 Structural INDUSTRIES Rend By: F. F.K. Dote: 1 Revisions: • 11 Dram By: F.K. 9/6/02 Revtsion� 0 —NO CHG THIS SHT Date: 11/2/01 2.094 • • • • •••• • • • • • • • • •••• • • •••• •••• • • • •• • • • • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: EXTRUSION PROFILES mw ALUMINUM HORIZONTAL SLIDING WINDOW Series/Model: HS -710 Scare: NTS Sheet: 6 of 6 O :orfn8 No. 4112 MMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • ••• • • • ••• 00 •• • • • .. .. •• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • 000 • • • • ••• • • • MI4MI -DA$E COA1NTY, FLORIDA • • • . . ',MLntO -DAPS iLER BUILDING .140 W&'ST +.AGL1tR: Tti + T, SUITE 1603 *foe • • • • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 , 00 • • • •• •.. .. •. • • • • • •• MEWS & OCT 1 1 2006 . j This NOA is being issued under the ap 1i 1e regal t'b ns governing the use of co 7 coon -m terial � ®a__® The documentation submitted has been reviewed by Miami -Da County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW -701" Aluminum Picture Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 Page 1 PGT Industries • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • . • • • • • • NOTICE OF ACCEPTANCE: EVID sIcYsu MIT D ' •' • • • A. DRAWINGS •0 • • • •• ••• •• • • • • • 1. Manufacturer's die drawings and sections. • • • • • • • ••• • •' 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, prepared by manufacturer, dated 7/14/03, with revision "A" dated 12115/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. k"1'L- 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 PGT Industries • • •• • • • ••• •• •• •• • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• •• • • •• .• • • • • • • • • • • • • • • • • •• • • • • • • • • • NOTICE OF ACCEPTANCE: EVI • NjE'SUB1T� 1ItED • •' • •' F. STATEMENTS • • • • • • . :•• • • 1. Laboratory compliance letter for Test Report np. Report lip Fenestration Testing Laboratory, Inc., dated () /2 I(I3, siknId $1 se *r. by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. G. O'1EER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (1-13C). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAM1-DADE COUNTY. NOA DRAWING-TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 1 & 10 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D & E) HEAD & SILL: MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. JAMBS: A MAX. 8 1/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DIA. x 2 1/2" LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. 5" O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 81/2" FROM CORNERS MAX. 11" O.G. JAMBS: ® MAX. 81/2" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF TdE FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3850 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • • Rend By Dam: Rem By. F.tC Dram Sy, F.K. 12/15/03 Dam, 7/14/03 Rariskox A Checked BY REDUCE ANCHOR SPACING 1070 TECHNOLOGY DRIVE NOKOAIS, Fl. 34275 P.O. SOX 1328 NOKONIS, FL 34274 PGT Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT mb&md.k PIN-701 NTS 1 0,, 10 ravairla 4259 -4 •••• • • •••• Awned Amide- • • •••• • •••• • • •••• • • •n • •••• • • •• • •••••• • /P Robert L. Clark P.E. PE #39712 Structural • • • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR '--- SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 OUTSIDE 11/16° NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS IR( z1 11/16" NOM GLASS BITE • • • •• •• • • • •• •• O 1 1/16" LAMI I.G. GLAZING DETAIL • FLANGED OR INTEGRAL FIN FRAiVIE.•• • (INTEGRAL FIN FRAME SHOWN) • • •••• • ,• • • RevedBr. Ode: Read er. Deb' Delo 12/15/03 Ddo 7/14103 Revision,. Checked BY NO CHANGE THIS SHEET D. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1525 NOKOMIS. FL 34274 PST GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better O.NLMo,.v PW-701 saw NTS 2 m 10 4259 -4 • • • Robert L Clark, P.E. PE539712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60° DA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW • OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ARCH. MAX. SIZE = 48" X 96" MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. • ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 48° MAX. i NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. 44 1/4" MAX. DLO 921/4" MAX. DLO RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. OR MAX. AREA = 30.28 SQ. FT. • • •••• • • •••• • TRAPEZO#D•: •: MAX. SIZE = 48"'X 96" • OR MAX. AREA = 31.09 SQ.•FT. • • • •• • • • Aay,date Maw R. Read B9 Rend 6y F.K. Drew sEly: F.K. Data: 12115/03 7/14/03 Ra tYmtc A Chected NO CHANGE THIS SHEET 29= 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 7528 NOKOMIS, FL 34274 PST FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT VIsIbly Better emmroaaet PW.707 NTS 9 a' 10 4259 -4 Robert L Clark, P.E. PE 939712 Structural • • HEXAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA= 21.65 SQ. FT. FULL CIRCLE MAX. SIZE = 60" DIA. OR MAX. AREA = 19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96" X 47° OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96" X 48° OR MAX. AREA = 31.99 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 & 5, SHEET 1 AND SHEET 10, DETAILS A & B. RECTANGLE MAX. SIZE = 48" X 96° OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. • TRAPEZOID*:': MAX. SIZE = 48" X 96" • OR MAX. AREA = 31.99 •• • • Ren46y. beer 9°®a Bq F.K Moron er F.K. , 12'15/03 Moa 7/14/03 A GlomM NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMI$ FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 • PST INTEGRAL FIN ELEVATIONS 29 ALUMINUM PICTURE WINDOW, IMPACT Visibly Better &nom PIN-701 ams NTS 4 m 10 n"r,°wo. 4259 -4 •••• • • •••• . • •••• • • •••• /Y/ i • • • �• Robert L Clark P.E. PE 539712 Structural COMPARATIVE ANALYSIS TABLE 1. A. 7/16" LAMINATED GLASS B. 7/16" LAMINATED GLASS C. 1 1/16" LAMI I.G., 3/16HS, D. 1 1/16" LAMI I.G., 3/16HS, GLASS TYPE: WINDOW WIDTH (3/16 "A, .090, 3/16HS) (3/16 "HS, .090, 3/16HS) 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW HEIGHT 28.500 34.000 3 500 FTL -3835 FTL -3835 FTL -3850 FTL -3850 45.000 46.500 49.000 A &C 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 9.698 11.569 13.441 15.313 15.823 54.500 A &C 80.0 -80.0 80.0 -80.0 80.0 - 80.0 76.7 -76.7 74.0 -75.2 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 10.786 12.868 14.950 17.031 17.599 60.000 A &C 80.0 -80.0 80.0 -80.0 74.0 -74.0 69.9 -69.9 67.2 -68.6 B &D 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 11.875 14.167 16.458 18.750 19.375 65.500 A &C 80.0 -80.0 80.0 -80.0 68.5 -68.5 63.5 -63.5 61.3 -62.3 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 12.964 15.465 17.967 20.469 21.151 71.000 A &C B &D 80.0 -80.0 AREA SQ.FT. 14.052 80.0 -80.0 79.4 -79.4 63.7 -63.7 57.9 -57.9 56.1 -57.1 80.0 -80.0 16.764 80.0 -80.0 80.0 -80.0 19.476 22. 188 80.0 -80.0 22.927 76.500 A &C 80.0 -80.0 76.8 -76.8 59.7 -59.7 52.8 -52.8 51.9 -52.1 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 15.141 18.063 20.984 23.906 24.703 82.000 A &C 80.0 -80.0 74.1 -74.1 56.5 -56.5 48.3 -48.3 47.6 -48.0 B &D 80.0 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 16.229 19.361 22.493 25.625 26.479 48.000 -80.0 -80.0 16.333 -74.0 -80.0 18.167 -67.2 -80.0 20.000 _ 61.3 -61.3 80.0 -80.0 21.833 56.1 -56.1 80.0 -80.0 23.667 51.9 -51.9 80.0 -80.0 25.500 47.6 -47.6 80.0 -801} • 27.333 •.•• ; 80.0 80.0 74.0 80.0 67.2 80.0 87.500 A &C 80.0 -80.0 70.7 -70.7 53.6 -53.6 43.6 -43.6 43.4 -43.2 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 93.000 A &C 80.0 -80.0 69.1 -69.1 51.4 -51.4 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 42.5 -42.5 40.7 I -41.0 -80.0 80.0 -80.0 80.0 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 96.000 A &C 80.0 -80.0 68.8 -68.8 50.4 -50.4 41.6 -41.6 39.4 -40.1 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 19.000 22.667 26.333 30.000 31.000 43.4 -4344•4 • • • 80 • 29.167 40.7 I - 40.7 °••• 79.4 -79.4' • • • 31.000 ••' ••• s • -39%' • • - 766• • •. • 32.000 • • • 80.0 39.4 76.6 NOTES: • • 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 114" TAPCONS. DESIGN PRESSURES ARE LIMITED TO +1-60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. • • ®• 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1. WHICH THEIR OVERALL WIDTH AND HEIGHT DIMFNS ONS COMPLETELY FIT WITHIN. ao,*e ome: a**nun« er Soar RemIar Dew F.X. 12/15/03 Dre4nar. Oe)x F.K. 7/14/03 Revblme: A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS Cfa*Sx511 affix 1070 TECNNOLOOYDRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PG-1- FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT • • • 1151•• • • •••• 1 • • • • Vtstbty Better x.10.10 r PW.701 NTS 5 0. 10 4269 -4 A •••• Vi/0 Robert -L Clark, P.E. PE438712 Structural COMPARATIVE ANALYSIS TABLE 2. A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) GLASS TYPE: B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW WINDOW HEIGHT WIDTH 28.500 34.000 39.500 45.000 FTL -3835 FTL -3835 FTL -3850 FTL -3850 46.500 49.000 A &C B &D 80.0 I -80.0 80.0 -80.0 80.0 [ -80.0 80.0 I -80.0 80.0 -80.0 80.0 -80.0 80.0 I -80.0 80.0 -80.0 79.4 I -80.0 80.0 -80.0 AREA SQ.FT. 9.698 11.569 13.441 15.313 15.823 54.500 A &C B &D 80.0 I -80.0 80.0 -80.0 80.0 I -80.0 80.0 I -80.0 78.9 I -78.9 80.0 -80.0 74.3 I -74.3 80.0 -80.0 71.9 I -73.1 80.0 -80.0 AREA SQ.FT. 10.786 12.868 60.000 A &C B &D 80.0 I -80.0 80.0 I -80.0 80.0 J -80.0 80.0 -80.0 14.950 72.2 I -72.2 80.0 -80.0 17.031 17.599 67.8 I -67.8 80.0 -80.0 65.0 I -66.4 80.0 -80.0 AREA SQ.FT. 11.875 14.167 16.458 18.750 19.375 65.500 A &C B &D 80.0 I -80.0 80.0 -80.0 78.9 -78.9 80.0 I -80.0 65.5 I -65.5 80.0 -80.0 61.7 I -61.7 80.0 -80.0 59.6 -60.7 80.0 1 -80.0 AREA SQ.FT. 12.964 15.465 71.000 A &C B &D 80.0 J -80.0 80.0 l -80.0 75.3 I -75.3 80.0 -80.0 17.967 61.1 I -61.1 80.0 -80.0 20.469 21.151 56.4 I -56.4 80.0 -80.0 54.6 I -55.5 80.0 I -80.0 AREA SQ.FT. 14.052 76.500 A &C 80.0 -80.0 B &D 80.0 -80.0 16.764 72.6 -72.6 19.476 57.1 -57.1 22.188 51.5 -51.5 22.927 51.0 -51.3 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 15.141 18.063 20.984 23.906 24.703 82.000 A &C B &D I 80.0 -80.0 AREA SQ.FT. 16.229 80.0 -80.0 69.4 -69.4 53.8 -53.8 47.2 -47.2 46.6 -46.9 80.0 -80.0 19.361 87.500 A &C 80.0 -80.0 66.4 -66.4 80.0 -80.0 22.493 51.0 -51.0 80.0 -80.0 25.625 80.0 -80.0 26.479 42.6 -42.6 43.1 -42.7 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 AREA SQ.FT. 17.318 20.660 24.002 27.344 28.255 93.000 A &C 80.0 -80.0 65.0 -65.0 48.9 -48.9 412 -41.2 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 40.4 I -40.2 79.7 -79.7 AREA SQ.FT. 18.406 21.958 25.510 29.063 30.031 96.000 A &C 80.0 -80.0 63.9 -63.9 48.0 -48.0 40.2 -40.2 39.0 -38.9 B &D 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 76.9 -76.9 AREA SQ.FT. 19.000 22.667 26.333 30.000 31.000 48.000 79.4 I -79.4 80.0 -80.0 16.333 71.9 I -71.9 80.0 -80.0 18.167 65.0 I -65.0 80.0 -80.0 20.000 59.6 I -59.6 80.0 -80.0 21.833 54.6 I -54.6 80.0 I -80.0 23.667 51.0 -51.0 80.0 -80.0 25.500 46.6 -46.6 80.0 -804p • 27.333 •_•• -43.1 -80.0 • 29.167 -404' •" • - 76.0• • • • 31.000 - 39.4» ••• -73.1 32.000 ; • 43.1 80.0 40.4 76.0 39.0 73.1 NOTES: 1. TABLE 2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4" TAPCONS. DESIGN PRESSURES At L NFU TO + / -60 P.S.F. WHEN ANCHORING WITH #12 SCREWS. • • A. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 2 WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENS ONS COMPLETELY FIT WITHIN. INTEGRAL FIN UNIT DESIGN PRESSURES ReWaten: Read sr F.IC ay. F.K. am= 12/15/03 07/14/03 kreistanx A Chanted ay CHANGE NOTE 1 ANCHORING WITH #12 SCREWS r>tits 070 TECHNOLOGY DRIVE NOKOMIS, R.34275 P.O. BOX 1529 NOKOMIS, a 34274 1?"' 1 r Wstbfy Better ALUMINUM PICTURE WINDOW, IMPACT s.dvome PVK701 NTS 6 e 10 9 4259 -4 • • • • •••• • • •••• • • •••• • Robert L Clark, P.0. PE 039712 Structural • • t• • 2.784" OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 2.784* 0 0 MAX. DAYLIGHT OPENING INSIDE • • • • • •• • • • •• • • • • • • VERTICAL SECTION' • (FLANGE FRAME) Rend ay: amebae 'Hexed By Dee Revise= Read* F.K Orem F.H. 052 12715103 704103 Rev.= A ray NO CHANGE THIS SHEET Deter 4070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT Visibly Better aerie PW-701 NTS Sheet 7 - 10 4259.4 A • • • •••• • • •••• orikol �X3^CT►1[ -- ••• • •• • •••• • •••• ea •••• •••• • • •••• •••• • •• irA Robert L Clark, P.E. PE 0311712 Structural •••• • •••• • •••• • • • • 2.784" OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX WINDOW HEIGHT --- 2.784" 0 0 MAX. DAYLIGHT OPENING • • • INSIDE • • • • • • ••• •••• • • •• • • • • • •••• • • • • •••• • • • •••• ••.• • • • •••• Agssowl •016411••• .••• • • • • • VERTICAL SECTIM • (INTEGRAL FIN FRAME) Rend 1r Dm: Newel SY: DsK goad6y. F.K Deem en F.K. Da 1216/03 7/14/03 R Wed A NO CHANGE THIS SHEET Cloaked 8y Dam 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SiX 1529 NOKOMIS, FL 34274 PGT SECTIONS INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT Visibly Better Sadesilkdat PW-701 NTS 8 a 10 Dseagxe 4259 -4 • • . RD L Clerk, P.E. PE 539712 Structural • •••• •••• • •••. • •••• • . • • •• • •• s• • • •• • •• • ITEM DWG NO. PART # DESCRIPTION 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PDX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 11 12 13 14 4255 64255 7/16 LAMI GLASS BEAD 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 4224 INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16': LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" r_ .970" ITEM 10, .346 " --I {--- .050" t .975" ITEM 11, 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 MATL: 6063 -T5 DWG NO. 4254 2.784° 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" • • • • • •• • •• �t-- .062" • ••• •• • •• •• ••• • •• •• •• ••• • • • 2.784" • • • • ITEM 2, FLANGED FRA.M1E. MATL: 6063 -T5 DWG NO. 4253 gars I "7: gored tte.. ..BY F.IG thaw"er F.K. dna 12/15/03 gaviskrer A NO CHANGE THIS SHEET m7 7/14/03 Onotrict &a De: 7070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 139X 1620 NOKOMIS, FL 34274 Pc 1 Visibly Better Ovartaka EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT e"rnwu PVN701 NTS mgt 9 m 10 meow 4259 -4 • • • •••• • • •••• • APPTSVed • • MI6 do••• • T•12, 111.11011 •••• • •••• • • •••• •••• • •••• Robert L Clerk, P.E PE 439712 Structural .130" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. f SHIM 1 #12 SCREW, 81/2" MAX. FROM CORNERS & 11° MAX. O.C. 1 1/2" MIN. EMBEDMENT 1 /4 " TAPCON, 81/2" MAX. FROM CORNERS & 11° MAX. O.C. (SEE NOTE 1) r1/4° MAX. 1 SHIM 1 1/4" MIN. EMBEDMENT CONCRETE 2x WOOD BUCK (SEE NOTE 2) �` 1/4" MAX. 1 SHIM 1 INTEGRAL FIN DETAIL B #12 SCREW, 8 1/2" MAX. FROM CORNERS & 11" MAX. O.C. 1 1/2" MIN. EMBEDMENT 2x WOOD BUCK (SEE NOTE 2) r1/4" MAX. 1 SHIM 1 FLANGED DETAIL C 1/4" TAPCON, 81/2" MAX. FROM CORNERS & 11" MAX. O.C. a (SEE NOTE 1) r1/4° MAX. 1 SHIM 1 1/4" MIN. •••• EMBEDMENT.'- Z • SOLID CONCRETE FOR HEAD & SILL — OR HOLLOW BLOCK FOR JAMBS • • • • • •• • • 1x WOOD BUCK„ • • (SEE NOTE 2)• • • • • • • • •• •• FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E NOTES: • • • • • • 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. ® • • 2. A - IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY AT'WHEV TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. • • • •••• • • •••• • • • Revs el aY bale an 0S T4.140): F.K Omen ay. F.K. b.tos 12/15/03 Maw 7/14/03 Reriskotx A CHANGE NOTE 1 AND FASTENER SPACING Caney atft 1070 TECHNOLOGY DRIVE NOKOMIS, R.34275 P.O. SQK 1525 NOKOMIS, FL 34274 PST b ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT Visibly Better see.atodet P4K701 NTS Inert 10 d 10 4259-4 a II lb • • Robert L park, PE PE #39712 Structural • • • • i3UiLDING CODE COMPLIANCE OFFICE (I3CCQ) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NO PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: • • ••• • •• ••. •• • • • • • • • • • • • •:••• • • • • ••• • • • • • • •. • •• •• •• • • • • • • • • • • •- • ••• • • • • • •• •• • • •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • ••• ••• • MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING ph, %1s3' El:1%C •S'i*ift•E!E14 SUITE 1603 • • • • • IIII t', FCBRIDA•3•3I30 -1563 • • • • ( :05$ • • • ?5. )o pi ff+ i• QQ51375 -2908 • • • This NOA is being issued under the applicable " es a eg tions g ming 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 o f the Florida Building C o d e. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by. Robert L.Clark, P.B., dated 4/13/01, bearing the Miami -Dade CountyProduct 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 11111pacI LABELING: Each unit shall bear a permanent label with the manuf'acturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved "; Lnless othenvise.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. flatly 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 I3uilding Official. This NOA revises NOA it 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.I.. I4OA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 • . ... • • • • .. .. .. • • • .. .. • • • • • ▪ • • • • • • • • • • ... • .. • ... • • • •.. • • • • • • • • • . • • • • • • • . • • 7 1/2" 37.500 -_—. 95.750 MAX • \ \: \ \ \ 2 PONT LOCK OPTION \ .. • • • .. ... ... • • . .. • • .. .. • ......• 7 1/2" 5 1/2" 13.5" 13.5" 9 TYP. MAX 5 :1/2' . _ 13" — MAX. • ON CENTER TYP. HEAD & SILL SEALANT ON FRAME, CORNERS & PANEL CORNERS LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/464 LAMINATED W /1NTERtAYER (MONSANTO OR DUPONT) 2.) CONFlGURATIONS: X XX 3.) DESCN . PRESSURE RATING: 3o) 464 LAM.: +7,5 P.S.F. -75 F.S.F. 30 401 1AA : +60 P.S.F. -60 P.S.F. 4.) ANCHORS :. MAX. 7 1/2" FROM CORNERS (HEAD & SILL) MAX .5 1/2' FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX SPACING AT JAMB: 13.500 5.) NO SHUT ItRS REQUIRED 6.) REFERENCE TEST REPORT FTL -2241. 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 — t3_ MAX ON CENTER TYP. HEAD & SILL Robert L. Clark, P.E. P.E. #39712 Structural SEALANT ON FRAME CORNERS & PANEL CORNERS PRODUCT RCYj1,p as eatapi}i g with the }iorida Milan Cade Acseptsace 1tlo-6Z-0 :7:r31: :2 F of Date J.1/22 pt: 4, BY Ma .ands Prawdval C Dbisies PRODUCT RENEWED) Acci'rr,*tcr. N.a C31— 4 t-1 .00r f tYa'111ATIO OAT£ NO; t i,21 tea(, 13y VS44' A 'S' �14` PI4ULA C rt x•r>*LDW1 U)H titlttDotc: t'at GOMPAMNCE OFFICE Revisions: D) added 2pt. lock info Tekroners I & M,)etd F:octiertr s r /54 .. Decinat .0 Dorstmt .17:70 .irgukir: 1 r Matenet Raved Ep: D.B. Data: ))/17/00 Chkd 8r. rata: $erks/Uoder: SWD -101 1070 Technology Dr Nokomis, Fl. 34275 Description: French Door — X, XX Drown By, D.B. Daa2/16/98 PG7 Mk vsM00R N0: Scala: ISneeC araating Mo. 1x 1014 971 Rev: -r„ • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 41., • * • . • • • • • • • • 0- • • • • • • • •.Z5Q • MAX ItisLIOM • • • 4 r •Ag • • • iv • • • • • • • • • wo • • 71.75.0 ROUGH OPENING 34.625 PIP. BOTH PANELS ACTIVE PANEL IOR .250 - MAX SHIM SPACE INACTIVE PANEL SEE SHEET 3 „ FOR ANCHORS ROUGH OPENING .3.000 95.750 93.625 MAX. SHIM • .250 SPACE , 1.479 84 3/4" ()AUGHT OPENING .489 EXTERIOR 25" DAYLIGHT OPENING VERTICAL SECTION INTERIOR 1.489 r-- .250 t MAX. SHIM SPACE N 1 ROUGH OPENING _ Ro rt Clark, P-E- P_E_ #39712 Structural HORIZONTAL SECTION INTERIOR - ROUGH OPENING 1.480 tRODUCT REVISED Ricasieplying the Flarkta DakihriCade Acorpture: No 0 2-0 ?b1.1 2 'zzilirastom te / Pjf Z.2 Jo t. °aide Prod:tat Cameral PRODUCT REN EW ED OLI EXPIRATION DA17. NTAISM e Et 2Z )20t>6 By PROMO' blitTitiktfANVITION MOLDING tout cdtoti&KEoma Revis;ans: 0). 'added 2 pt. lock info & 1/54 Dedirtal .02 .0D0 hriplar: r --Sorics/Mactel: SWO 10 ; 1070 Technology Or. Nokomis, FL 34275 Material: Rersd ay: 0.8. Date: 17/17/00 Chkd By: Dater Description: French Door — Elevotions.:• Ora wn By: D.B. Date: 2/16/98 P0 T MO: Ve..100R FiCk Scale: sheet: 2.14 Drawing No. 971 'Rev: • • ••• • • • e.. •• •• • • • •. •• • • • • • • • • • • • • • • ••• • . • • • • • • • • • • • • ••• • • • • ••• • • • • to •• • •• • • •• •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• . ••• ••• .• • . •• • • • •• ••• •• • • •,• X% • • • • • • /; • • •• • • • •• •• 1/8 ANN. .090 — Jf l6 ANN. 3/16 ANN. ,.090 - 3/16 ANN. - 1.489 1.489 .250 MAX. SHIM SPACE 3.000 401' LA,t1. iY /141211Sl ED SAi1EX PV9 INTERLAYER a ° e - s, pI 1< • is SEE NOTE • ON SHEET DESIGN PRESSURE R}TIHG: *E0 os'o L .250 VAX. SHIM SPACE 3.000 .4164° LAM. 110MONSANTO SAFL(X PVR INTERLAYER QR .464° LAU. WfOUPOKT BUTALITE INTERLAYEB SEE NOTE . ON SHEET 1 DESIGN PRESSURE RATIAIC: ±75 roar, 3 POINT LOCK ASSY. 2 P01NT LOCK ASSY. P1OiAJC< REV riED • ae em•plying with the Flardda Batdteg Cade Aeralvaacelda 02-07014 2 £apinftaa Date 11/ 221 O/. t Prcdart Coarrai Midas PitODUCT RENEWED AccErmiect 4"11—°411.° EXPTEWION tMre: n►aF tattEtt2212o ,O6 Uy 11,1 .1 . truzunid cot COS "' ICE* ICE .l uateriat s•iee/uod•t SWD -101 DescripGaa: Robert L_ Clark, PE. #39712 icui.ruraJ Rersd By: Date: 1 i /77 /00 POT NO: tNNPOR NO: Rev. Dat 2/16/98 971 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• •" • • • • • • • • • • • • ••• • • • • ••• • • • • • •• -•• • O. •• •• • • • • • •' • • • • • • •• • • • • • • • • • • 1 8000 SUCK • 1/4' T.ax4N ® TYP. HEA—® TYP. JAMB 1/4 14PCON:. 2 a MOD SOCK *••. •• • • ••l • •1 • • •• ' • • - ITEM DESCRIPTION ♦; s TYP. SILL •• • • • •• ••• •• • • • • • • • • • • ••• • • •' •• M• • • • • • •• • • • • • ••• •• • • O r.3 3 u 2 a 8000 eucx /12© - g TYP. HEAD 1/4- Tutxw MGM e — 11 TYP. JAMB GROUT MIST* TRANSFER .SHEAR •EGAD 30.81atE aux 1,3 E1/4.X ' 1 `-:; . DOOR :HEAD/SILL 2 DCOR JAMB (HINGED) 3 DOOR. ASTRAGAL 4 .2:50-x-:1157- FINSEAL STRIP 5 DCOR W -STRIP CHANNEL - 6 FRAME :JAMB Y.T. # 60375 60376 60377 67924G' 60379 60380 QTY. /DESCRIPTION VENDOR ALUMAX VENDOPi. AF -'1 D375Y ALUMAX AF -10376 ALUMAX AF- 10377 8` (2 /each •ardor fop & bot. roil) SCHLEGEL CORP. ' i-57924:—:18)' ALUMAX AF-10379 - ALUMAX AF-W380 ,:. .7 FRAME HEAD 8 'CLf.ZING 8E 4D (ROLL FARM) 9 OUTSWING 'THRESHOLD 10.. 5/16x1:8 THREADED -ROD '1' TRUSS' -V.l ?_ -:- -_ 60411 65170 61069M ALUMAX AF -12376 12 5/16x1/16 TRUSS WASHER 13- 5/16x1-8 TRUSS NUT 14 ' FRAME' SCR. COVER CAP 15 STRIKE PLATE 6TRODA 4 1 /door top & bat. roil 6037812 " 8 2 /eti.- 'door -fob "& bOT. ra1T 7WASFtA 8 2 /ea. _door fop & bat. rail< 7JNUTA 8`(2 /ed. door top & bat. rail, FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL AF- 1237x" 41722W FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT ' INDUSTRIES ' 41722W 7955X CAMCORP 16 -- STRIKE PLATE • INSERT - - -__ 17 -' 10x3/4 SCR. FLT. HD. PHIL 78 . HINGE ASS Y. 19 ' 10x.625 FLT. HD. PHIL 20 10x1/2 FLT. HO. PHIL 21 TGP /BOTT SLIDE BOLT LOCK 22 Sx 1/2 FLT. HD. PHIL 23 8x1 1/2 SCR. PN HD. QUAD. 24 ' SEAM SEALER 25 LOCK SUPPORT ASS'I.. 26 6x3 /4 FLT. HO. PHIL 27 .200 x .190 QLON 28 .375 x .190 QLON 29 3 POINT LOCK ASS'}: 30 LOCK (ACTIVE) 31 LCCK (DUMMY) 32 'DEAD -BOLT LOCK .33 .401 -LAM. IV /MONSANTO` 34 SILICONE 35 /72 Ph. Pn. SMS 36 ' 114" 7APCON 37 .431 LAM: W /DUPONT 38 .454 LAM. W /DUPONT 39 .464 LAM. W MONSANTO 40 2 POINT LOCK ASSY. 41 18 x .75 Ph. F1:Tek 41721» -PC - INDUSTRIES 41-721 71.034A MERCHANTS FASTENER 7FRMOW 6 (3 frame iambs) NATIONWIDE IND. 71058FP 26 6 /hinge - hinge -door iamb MERCHANTS FASTENER 7iOX12PPW 30 5 /hinge &hinge - frame jamb) MERCHANTS FASTENER 41720 '2 (1 igt too /bot. of f.h. astrogal) PGT INDUSTRIES 7612FW 4 (2 /slide bolt Locks) MERCHANTS FASTENER 781 12A 12 (6/head & sill) - . FASTEC .INDUSTRIAL 41.72 6SM55W .. - SCI-!•NEE MOREHEA© 5M5504 41.1BLQK 3 (1 /lock) POT INDUSTRIES. 4UULOK. 7634F 6 2 /lock support assv.) FASTEC INDUSTRIAL 60200K 5 1 /astragals, fr. iambs & head SCHLEGEL CORP. Q200X 190 60300W 4 1 /astracals & frame iambs , SCHLEGEL CORP. g375x 190 FD3PTAY ' 1 . r.h. astragal PGT INDUSTRIES FD3PTA'Y 7LOKAP 1 0 r.h. astra al HARLOC , 100 7LOKIP 1 tf0 r.h. astragot HARLOC 880 - 7BLTIP 1 (tO r.h. astragal HARLOC -820 H P.G: 62899C DOW CORNING 899 H.P.G. H.P:G. H.P.G. 1 (e4 r.h. astragal. PGT INDUSTRIES 7834FPT -SPENCER PRODUCTS (1� Robert L Clark, P.E. RE_ #39712 Structural PLMODUCT REVISED camp }ieg.tipit1 the 1Raesda Be dIngCode Ao=ptance NoOZ —O 0i.I2 EVirs Ica. Dote 44/..2 gi.*, . By ?aedmctCo®teo8 PlIODUC 1 REN ' Wt ?D Accr.ri NCAN..61 -a ill li.oy 1, - 1,4,4vs=.. Recisions: D} •added 2 pt. lock info &WOR a Unless Motet rte$ 1 /as oe .02 .t tkrn,d .ter Avatar: t t' SerleW/arodd SWD -101 1070 •Technology Dr. Nokomis, FL 34275 atatenat: Rersd t8y: 0a Date: 11/17/04 t:hkci 8y: Date: Drumm Sy. D.B. Dote: 2/16/98 Description: French Door — Anchorage/8. Q'. M. PGT NO: VENDOR NO: Scabs: Shoot: Draining He. 4,04 971 2C- O(P-224D STRUCTURAL CALCULATIONS FOR Residential Addition for Mr. Roberto Rodriguez AT 269 N.E. 99th Street Miami Shores, Florida 33138 BY J. EDUARDO GONZALEZ, P.E., INC. STRUCTURAL ENGINEERS 717 PONCE DE LEON BLVD., SUITE 335 CORAL GABLES, FLORIDA 33134 Tel. (305) 445 -5100 Registration No. PE 24927 EB No. 0006188 This cover sheet is provided as per Florida Statue 61G15-31 in lieu of signing and sealing each individual sheet. An index sheet is attached which is numered. 1 7 6 5 a 2 3 6 5 3 8 7 3 2 1 6 5 4 3 2 1 ft 7 6 5 r J. EDUARDO GONZALEZ, P.E., INC. Structural Engineers 717 Ponce de Leon Blvd. Coral Gables, Florida 33134 (305) 445-5100 Fax (305) 445 -6644 P.E. #24927 STATE OF FL EB- 0006188 Qe ggae 'o pa /pat "kV JOB 2 G 9 .6/. 90 sr'i@ os r A4 /Aovl t ✓5I0ORtF pa6 SHEET NO. / CALCULATED BY al. 6061 74 G6 s. DATE S- 5 ° fib CHECKED BY DATE SCALE • 5 7 9 1 _ 3 4 5 6 7 8_ 0/E seoAev ANAGL F 7/A/c, AV -: 10 . 0, Z. .3a . 6a[s do 0'4444,- g /9 ^Jo Anotel+vao. fieJ AeS rim ►20.w % -1b51: / -42 d 244.#4 ..........•... D PRODUCT 207 2. J. EDUARDO GONZALEZ, P.E., INC. Structural Engineers 717 Ponce de Leon Blvd. Suite 335 CORAL GABLES, FLORIDA 33134 (305) 445-5100 Fax (305) 445 -6644 P.E. #24927 STATE OF FL EB- 0006188 JOB SHEET NO CALCULATED BY CHECKED BY DATE DATE 6.9 - SCALE J. EDUARDO GONZALEZ, P.E., INC. 717 PONCE DE LEON BLVD., SUITE 335 CORAL GABLES, FL 33134 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ROBERTO RODRIGUEZ JOB NUMBER : DESCRIPTION : * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt" = 1.00 GUST FACTOR = 0.85 BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z = ROOF SLOPE _ ROOF WIND LOADS NORMAL TO RIDGE NORMAL TO WIND DIRECTION = 30.0 FT PARALLEL TO WIND DIRECTION = 30.0 FT 12.0 FT Kh = 0.849 12.0 FT Kz = 0.849 2.50 : 12 (11.77 DEG) - WINDWARD : Cp = -0.75 P = -29.5 PSF, GCpi = 0.00 P = -29.5 PSF, GCpi = 0.00 : Cp = 0.00 P = 0.0 PSF, GCpi = 0.00 P = 0.0 PSF, GCpi = 0.00 DATE : 5/5/06 qh = 46.3 PSF qz = 46.3 PSF LEEWARD : Cp = -0.45 P = -17.7 PSF, GCpi = 0.00 P = -17.7 PSF, GCpi = 0.00 PARALLEL TO RIDGE - 0 TO H/2 : Cp = -0.90 HORIZ. DISTANCE P = -35.4 PSF, GCpi = 0.00 FROM WINDWARD EDGE P = -35.4 PSF, GCpi = 0.00 H/2 TO H : Cp = -0.90 P = -35.4 PSF, GCpi = 0.00 P = -35.4 PSF, GCpi = 0.00 H TO 2H : Cp = -0.50 P = -19.7 PSF, GCpi = 0.00 P = -19.7 PSF, GCpi = 0.00 > 2H : Cp = -0.30 P = -11.8 PSF, GCpi = 0.00 P = -11.8 PSF, GCpi = 0.00 .1- 11 3 lk= 5+0 Some of the above values may be reduced due to the applicable area. Refer to ASCE 7 -98 Figure 6 -3. J. EDUARDO GONZALEZ, P.E., INC. 717 PONCE DE LEON BLVD., SUITE 335 CORAL GABLES, FL 33134 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ROBERTO RODRIGUEZ JOB NUMBER : DESCRIPTION : * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 2.50 : 12 (11.77 DEG) TRIBUTARY AREA = 30.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT Kh = 0.849 Kz = 0.849 DATE : 5/5/06 qh = 46.3 PSF qz = 46.3 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.405 0.405 0.405 GCp ( -) -0.852 -1.766 -1.766 PRESSURE(psf) 18.7 18.7 18.7 VERT. COMP. 18.3 18.3 18.3 HORIZ. COMP. 3.8 3.8 3.8 SUCTION(psf) -.9.5 -81.8 -81.8 VERT. COMP. -38.7 -80.1 -80.1 HORIZ. COMP. -8.1 -16.7 -16.7 a a a a 2 1 2 2 1 2 3 3 3 3 P = qh [ (GCp) - (GCpi)] GCpi = 0.00 BUILDING WIDTH = 30.0 FT CORNER DISTANCE, a = 3.0 FT 4- J. EDUARDO GONZALEZ, P.E., INC. Structural Engineers 717 Ponce de Leon Blvd. Suite 335 CORAL GABLES, FLORIDA 33134 (305) 445 -5100 Fax (305) 445 -6644 P.E. #24927 STATE OF FL EB- 0006188 JOB Y Yb 4 Top Pi WA- SHEET NO CALCULATED BY DATE CHECKED BY DATE SCALE 1 EDUARDO GONZALEZ, P.E., INC. Structural Engineers 717 Ponce de Leon Blvd. Suite 335 CORAL GABLES, FLORIDA 33134 (305) 445 -5100 Fax (305) 445 -6644 P.E. #24927 STATE OF FL EB- 0006188 JOB SHEET NO CALCULATED BY DATE CHECKED BY DATE SCALE 7 J. EDUARDO GONZALEZ, P.E., INC. Structural Engineers 717 Ponce de Leon Blvd. Suite 335 CORAL GABLES, FLORIDA 33134 (305) 445 -5100 Fax (305) 445 -6644 P.E. #24927 STATE OF FL EB- 0006188 JOB 1-0 / bf A Cr �. CALCULATED BY H` 0 DATE / r /C7 V SHEET NO CHECKED BY DATE SCALE J. EDUARDO GONZALEZ, P.E., INC. Structural Engineers 717 Ponce de Leon Blvd. Suite 335 CORAL GABLES, FLORIDA 33134 (305) 445 -5100 Fax (305) 445 -6644 P.E. #24927 STATE OF FL EB- 0006188 JOB SHEET NO. CALCULATED BY CHECKED BY DATE 0, 1DV 1sn DATE Dr �i�I—ee7 SCALE liva -11/1i9 OJNi1A 4 4 ‘,.1Q 4- (4° 0. all,. leko-do 0 aI,G0 n•ob17xl� -� J. Eduardo Gonzalez P.E. INC. 717 Ponce de Leon Blvd. Suite 335 Coral Gables Florida 33134 P. E. #24927 STATE OF FL EB -0006188 Title : Dsgnr: Description : Scope: rev: 580008 ser.4NV9606866 Vet 580 9 Ciec2003 Concrete Rectangular & Tee ea m Design Description Conc. Beam design i - I Job # Date: 4:39PM, 15 MAY 06 °% General Information Code Ref: ACI 318 -02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Span Depth Width Beam Weight Added Internally 12.00 ft 30.000 in 8.000 in fc 3,000 psi Fy 60,000 psi Concrete Wt. 145.0 pcf Seismic Zone 0 End Fbdty Pinned - Pinned Live Load acts wfth Short Term Reinforcing Rebar @ Center of Beam... Count Size 'd' from Top #1 2 7 27.751n Rebar @ Left End of Beam... Count Size 'd' from Top #1 2 7 2.25 in Rebar @ Right End of Beam... Count Size 'd' from Top #1 2 7 2.25 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Uniform Loads #1 Dead Load 2.400 k Summary Live Load 0.600 k Span 12.00f, Width= 8.00In Depth: = i0.00in Maximum Moment : Mu 84.93 k -ft Allowable Moment : Mn *phi 140.29 k -ft 27.63 k 43.11 k Maximum Shear : Vu Allowable Shear : Vn *phi Shear Stirrups... Stirrup Area rr Section Region Max. Scing Max Vupa 0.220 m2 0.000 2.000 13.875 13.875 27.631 27.631 Short Term k 4.000 Not Req'd 9.512 Maximum Deflection Max Reaction @ Left Max Reaction @ Right 6.000 Not Req'd 9.286 8.000 Not Req'd 9.286 Start 0.000 ft End 12.000 ft Beam Design OK -0.0485 in 19.45 k 19.45 k 10.000 13.875 27.404 12.000 ft 13.875 in 27.404 k Bending.. @ Center @ Left End @ Right End Shear... @ Left End @ Right End Deflection Deflections... . upward . DL + [Bm Wt] 0.0000 in at 12.0000 ft DL + LL + [Bm Wt] 0.0000 in at 12.0000 ft DL + LL + ST + [Bm Wt] 0.0000 in at 12.0000 ft Reactions... @ Left 6 Right DL +[BmWt]] 15.850k 15.850k DL + LL + [Bm Wt] 19.450 k 19.450 k DL + LL + ST + [Bm Wt] 19.450 k 19.450 k Mn *Phi 140.29 k-ft 3.47 k-ft 3.47 k-ft Vn *Phi 43.11 k 43.11 k Mu, Eq. C -1 84.93 k-ft 0.00 k-ft 0.00 k -ft Vu, Eq. C -1 27.63 k 27.40 k Mu, Eq. C-2 63.70 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-2 20.72 k 20.55 k Mu, Eq. C-3 42.79 k -ft 0.00 k-ft 0.00 k -ft Vu, Eq. C-3 13.92 k 13.81 k -0.0290 in at 6.0000ft -0.0485 in at 6.0000ft -0.0485 in at 6.0000ft • - - - - -- - - -- - -- --- - --- -- -- - - - -- - - -- 111 NW 1 STR T SUITE 710 MIAMI, FLORIDA 33128 -1984 R/E FOLIO: 11- 3206 - 013 -4570 MILLAOE CODE: 1100 01 ROBERT J RODRIGUEZ SALLIE A MARVIL RODRIGUEZ 269 NE 99 ST MIAMI FL 33138 -2434 Inl�tu��t+ ueitt��tOtr�ttt�tlt�tttt��rt�n�t��nft�tn�rt {� PROPERTY TAXES AND PROPOSED OR ADOPTED NON-AD VALOREM DO NOT PAY THIS IS NOT A RILL The taxing authorities which bevy property taxes against your property will soon hold Pub& Hearings to adopt budgets and tax rates for the next year. The purpose of these Pah& Hearings is to reuxdve opinions from the general public and to answer questions on the proposed tax chi and budget Prior To Taking Mal Action. Each taxing authority may Amend or ABR. its proposals at the hearing. MIAMI SEC 1 AND P8 10-70 LOT 20 & 21 BLK 33 LOT SIZE 100.000 X 115 Property Addr: 269 NE 99 ST Taxing Authority Your pr.puty taxes Iast year Your texas this year ff Your taxes this year if no buds change one A public hearing on the proposed taxes and budget vrBI be.heid: - -_ _ -... Public Schools: By State Lars By Local Board Miami Shores dater Management District Everglades CP t ial Districts* F.I.N.D. Children's Trust Voter Approved* Debt Payments County School Fire Miami Shores Total Property Taxes 3,388.38 2,094.67 1,094.28 3,310.54 239.56 40.13 15.45 172.07 114.36 197.03 20.87 373.03 11,060.37 3,448.75 2,072.81 1,111.76 3,416.04 247.20 41.41 15.94 174.86 118.01 171.42 17.39 354.40 11,189.99 2,937.80 1,811.82 946.51 2,912.12 204.01 34.20 13.37 148.81 118.01 171.42 17.39 354.40 9,669.86 Your property value last ran 2003 COLUMN 1* Market'Valae- —.. 426,277 COLUMN 2* COLUMN 3* --Assam Vahm _ 426,277 25,000 9/07, 5:01 PM, COMMISSION CHAMBERS 111 AN 1 ST, MIAMI, FL (786) 331-5321 9/13, 5 :01 PM, SCROOL BOARD AUDI70tual 1450 NE 2 AVE, MIAMI, FL 43051 995 -1226 9/05, 7:00 PM, VILLAGE HALL 10050 NE 2 AVE (305) 795 -2207 9/13, 5 :15 PM, SENN DIST AUDITORIUM 3301 0181 CLUB RD Bl, MPS 15611 686 -8800 9/06, 6:00 PM, COMM CTR, 56 MIBROADMAY ST FELT, FL (5611 627 -3386 9/11, 3:01 PM, SCHOOL Btu AUDITORIUM 1450 NE 2 AVE, MIAMI, FL 1305) 5715600 REFER TO c0181TY PUBLIC IMAM= ABOVE. REFER TO PUBLIC SCHOOL HEARING ABOVE. REFER TO COUNTY PUBLIC REARING ABOVE. REFER TO MIAMI SHORES WC C ABOVE. * SEE REVERSE SIDE FIR EXPLANATIONS. Taxable Value . ... 401,277 Sr. Taxable — 0 Your properly value this year. 2006 526,416 439,065 25,000 PROPOSED OR ADOPTED NON-AD V 414,065 REM ASSESSMENTS 0 Leryfug,Authority Purpose of Assessment Units Rate Total (this amount is included to Total Prouty Taxes above) • If you feel the market value of your property is inaccurate or does not reflect fair market value, or if you are entitled to an exemption that is not reflected above, contact your county property appraiser at (7116/ 331 -5321 111 tal 1 STREET .1st FLOOR LOBBY (8:30 AN TO 4:30 P0) •If the property appraiser's office is unable to resolve the matter as to market value or an exemption, you may file a petition for adjustment with the Value Adjustment Board; petition forms are available from the county property appraiser and must be filed on or before: SEPT. 20, 2086 •Your final tax bill may contain non -ad valorem assessments which may not be reflected on this notice such as its for roads, drainage, PTX -846 garbage, fire, lighting, water, sewer, or other governmental services and facilities which may be levied by your county, city, or any special district. R. 08/201 0.00 J. Eduardo Gonzalez P.E. INC. 717 Ponce de Leon Blvd. Suite 335 Coral Gables Florida 33134 P. E. #24927 STATE OF FL EB -0006188 LvR e 580008 User. KVV- 0608869 Ver5.$A,1 -bec -ACS Co CFB C Ll � , Tee ;cj:t..i.. 2aZia :E;?CAL.C. :;m r, ;rye :2 .are Title : Dsgnr: Description : Scope: Description Conc. Beam design f - Evaluate Moment Capacity... X : Neutral Axis a = beta* Xneutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced Xmax = Xbal * 0.75 a -max = beta * Xbai Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Center 4.150 in 3.527 in 71.961 k 0.000 k - 72.000 k 16.423 in 12.318 in 13.960 in 213.587 k 0.000 k 213.587 k 3.580 in2 1.200 OK Job # Date: 4:39PM, 15 MAY 06 /d Left End 1.745 in 1.483 in 30.258 k 0.000 k - 30.213 k 1.332 in 0.999 in 1.132 in 17.318 k 0.000 k 17.318 k 0.289 in2 0.000 OK Right End 1.745 in 1.483 in 30.258 k 0.000 k - 30213 k 1.3316 in 0.999 in 1.132 in 17.318 k 0.000 k 17.318 k 0.289 in2 0.000 OK Page 2 Additional Deflection Gatos Neutral Axis (gross Icracked Elastic Modulus Fr= 7.5 *fc".5 Z:Cracking Eff. Flange Width 7.515 in Mcr 41.08 k ft 18,000.00 in4 5,695.81 1n4 3,122.0 ksi 410.792 psi 99.027 Win 8.00 in Ms:Max DL + LL R1 = (Ms:DL +LL)Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST)/Mcr I:eff... Ms(DL+LL) I:eff... Ms(DL +LL +ST) 58.35 k ft 0.704 58.35 k ft 0.704 9,989.164 in4 9,989.164 in4 Factors (per ACI 318-02, applied internally to entered Toads) ACI C-1 & C -2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI C -2 Group Factor ACI C-3 Dead Load Factor ACI C-3 Short Term Factor 0.750 0.900 1.300 Add "I "1.4" Factor for Seismic 1.400 Add"I "0.9" Factor for Seismic 0.900 J. Eduardo Gonzalez P.E. INC. 717 Ponce de Leon Blvd. Suite 335 Coral Gables Florida 33134 P. E. #24927 STATE OF FL EB -0006188 Title : Job # Dsgnr: Date: 4:41 PM, 15 MAY 06 Description : Scope: Rev: 580008 user. KW-050686B, Ver5.8.0, 1 -nec -2603 Concrete Rectangular & Tee Beam Design c)1oS.S.200° EhtRCA,LC Ensineering Softw r ►1 Page 1 taxi ba ..CalaWatta- Description Conc. Beam design ( -- 2. Code Ref: ACI 318 -02,1887 UBC, 2003 IBC, 2003 NFPA 5000 Span Depth Width Beam Weight Added Internally Reinforcin 10.00 ft 32.000 in 8.000 in Rebar @ Center of Beam... Count Size 'd' from Top #1 2 6 29.75in Load Factoring fc 3,000 psi Fy 60,000 psi Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned - Pinned Live Load acts with Short Term Rebar @ Left End of Beam... Count Size 'd' from Top #1 2 6 2.25 in Rebar @ Right End of Beam... Count Size 'd' from Top #1 2 6 2.25 in Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate Toads within this program is according to ACI 318-02 C.2 #1 Dead Load 0.250 k Live Load 0.300 k Short Term k Start 0.000 ft End 10.000 ft Span = 10.00ft, Width= 8.00in Depth = 32.00in Maximum Moment : Mu 15.26 k -ft Allowable Moment : Mn *phi 112.60 k -ft Maximum Shear : Vu Allowable Shear : Vn *phi 22.16 k 5.91 k Shear Stirrups... Stirrup Area © Section Region Max Spacing Max Vu 0.220 1n2 0.000 1.667 Not Req'd Not Req'd 5.909 5.909 3.333 Not Req'd 2.051 Maximum Deflection Max Reaction @ Left Max Reaction @ Right 5.000 Not Req'd 2.002 6.667 Not Req'd 2.002 Beam Design OK -0.0027 in 8.333 Not Req'd 5.860 4.04 k 4.04 k 10.000 ft Not Req'd in 5.860 k Bending & Shear Force Summary Bending... Center @ Left End @ Right End Shear... @ Left End @ Right End ction Mn *Phi 112.60 k -ft 3.27 k-ft 3.27 k-ft Vn *Phi 22.16 k 22.16 k Mu, Eq. C -1 15.26 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C -1 5.91 k 5.86 k Mu, Eq. C-2 11.45 k-ft 0.00 k-ft 0.00 k-ft Vu, Eq. C-2 4.43 k 4.40 k Mu, Eq. C-3 5.71 k -ft 0.00 k-ft 0.00 k -ft Vu, Eq. C-3 2.21 k 2.19 k Deflections... DL + [Bm Wt] DL +LL + [Bm VW] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] . Upward 0.0000 in at 0.0000 in at 0.0000 in at @ Left 2.539 k 4.039 k 4.039 k 0.0000 ft 0.0000 ft 0.0000 ft @ Right 2.539 k 4.039 k 4.039 k . Downward -0.0017 in at 5.0000ft -0.0027 in at 5.0000ft -0.0027 in at 5.0000ft • J. Eduardo Gonzalez P.E. INC. 717 Ponce de Leon Blvd. Suite 335 Coral Gables Florida 33134 P. E. #24927 STATE OF FL EB -0006188 Title : Dsgnr: Description : Scope: Job # Date: 4:41 PM, 15 MAY 06 !n„ Rev: 580008 User. KW- CW6888• Ver5.S.0, t- Dec -2003 Concrete Rectangular & Tee Beam Design ;010 °2 -20O° ENERCALC Enos:am: fog Software Description Conc. Beam design /3 / - Z Section Analysis Evaluate Moment Capacity... X : Neutral Axis a = beta* Xneutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure,.. X Balanced Xmax =Xbai *0.75 a -max = beta * Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Center 3.040 in 2.584 in 52.714 k 0.000 k - 52.800 k 17.607 in 13.205 in 14.966 in 228.981 k 0.000 k 228.981 k 3.816 in2 0.880 OK Left End 1.640 in 1.394 in 28.438 k 0.000 k -28.477 k 1.332 in 0.999 in 1.132 in 17.318 k 0.000 k 17.318 k 0.289 in2 0.000 OK Right End 1.640 in 1.394 in 28.438 k 0.000 k - 28.477 k 1.3316 in 0.999 in 1.132 in 17.318 k 0.000 k 17.318 k 0.289 in2 0.000 OK Additional Deflection Calcs Neutral Axis (grass (cracked Elastic Modulus Fr= 7.5 *Pc*.5 Z:Cracking Eff. Flange Width 6.845 in 21,845.33 1n4 5,143.75 1n4 3,122.0 ksi 410.792 psi 20.644 k!m 8.00 in . F S:. Mcr Ms:Max DL + LL R1 = (Ms:DL +LL)/Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST)/Mcr I:eff... Ms(DL +LL) Ms(DL +LL +ST) 46.74 k -ft 10.10 k-ft 4.629 10.10 k -ft 4.629 21,845.333 in4 21,845.333 in4 ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C -2 DL ACI 0-1 & C-2 LL ACI C-1 & C -2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI C -2 Group Factor ACI C-3 Dead Load Factor ACI C-3 Short Term Factor 0.750 0.900 Add"( "0.9" Factor for Seismic 0.900 1.300 Add "I "1.4" Factor for Seismic 1.400 PROCESS # FOLIO# FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM C.o.R.: 10.49' (N.G.V.D.) ELEVATION CERTIFICATE O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION For Insurer= Company Use: BUILDING OWNER'S NAME ROBERT RODRIGUEZ BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 269 N.E. 99th STREET CITY STATE ZIP CODE Miami Shores FI 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lots 20 and 21, Block 3,"AN AMENDED PLAT OF MIAMI SHORES SECTION No. 1 ',P.B.10, Pg. 70, Miami -Dade, Florida. BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ##' - ##.##" or ##.#####°) ❑ NAD 1927 ❑ NAD 1983 Policy Number 1 SOURCE ❑ GPS (Type): O USGS Quad Map 0 Other: SEC11ON B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Village of Miami Shores,120652 B2. COUNTY NAME Miami -Dade B3. STATE FL B4. MAP AND PANEL B7. FIRM PANEL 139. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX E38. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 07 -17 -95 03 -02 -94 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FlS Profile CI FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ❑D NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the bualdng located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes IXI No Designation Date SEC11ON C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Cordon* 0 Finished Construct= *A new ©evation Certificate will be required when construction of the bonding is complete. C2. Building Diagram Number 8 (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.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3. -a-1 below according tote 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, comet the datum to that used for the BFE Show field measurements and datum conversion calailation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum N.G.V.D.Conversion/Conments Benchmark Used, N-444, Elev. 10.79'(N.G.V.D.); N -567, Elev. 1 0.54'(N.G.V.D.) Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes IXI No ® a) Top of bottom floor (including basement or enclosure) 11. 86 it(m) b) Top of next higher floa 23. 80 t(m) ❑ c) Bottan of lowest horizontal structural member (V zones only) NI. A ft(m) ° ❑ d) Attached garage (top of slab) N/. A ft(m) W ® e) Lowest elevation of machinery ardor equipment servicing the building (Describe in a Comments area) 10.53 ft(m) z f) Lowest adjacent (finished) grade (LAG) 9_. 7 ft.(m) `a • g) Highest adjacent (finished) grade (HAG) 9. 8 f t(m) 8 h) No.of permanent openings (flood vents) within 1 ft above adjacent grade 4 :1(15" )(127; 1(14'k9"11(14)(1011(20)(131 i) Total area of all permanent openings (flood vents) in C3.h 706 sq. in. (sq. cm) ►5 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CER11F1CATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERI1FIER'S NAME LICENSE NUMBER JUAN JOSE BONFlLL 3179 TITLE COMPANY NAME PROFESSIONAL SURVEYOR AND MAPPER J. BONFILL AND ASSOCIATES, INC. ADDRESS CITY STATE ZIP CODE 9360 S.W. 72n1 STREET, SUITE 265 MIaml FL 33173 DATE TELEPHONE PROJECT No. ( ,, Vt- ''P 4/28/2006 305498-8363 06 -0309 SIGNATURE FEMA Form 81 -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Indudlng Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. For Insurance Company Uss: Poky Number CITY STATE ZIP CODE Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERi1FICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/conpany, and (3) buiktng owner. COMMENTS ELEVATIONS: Finish Floor: ft (m) Attached Garage: ft (m) A/C Slab: ft (m) Lowest Adjacent Grade: ft. (m) Project No. li'ighest Crown of Road: ft (proposed) ❑ Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone A0 and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for LOMA or LOMR -F, Section C must be completed. E1. 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 represents the buidng, provide a sketch or photograph.) E2. The top of the bottom floor (indudng basement or enclosure) of the bunking is ft(m) _ in.(cm) D above or 0 below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) in.(an) above the highest adjacent grade. Complete flans C3.h and C3.1 on front of form. E4. The top of the platform of machinery and/or equipment seMdng the building is ft(m) in.(an) D above or 0 below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO oily. 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 ❑ Unlmown. The local offidal must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The p r o p e r t y o w n e r or o w n e r ' s a u t h o r i z e d r e p r e s e n t a t i v e who completes S e c t i o n s A, B, C ( I t e m s C3.h and C 3. 1 only), and E f o r Z o n e A ( w i t h o u t a FEMA- issued or canmunity- issued BFE) o r Z o n e A O must sign here. The s t a t e m e n t s i n S e c t i o n s A B , C , and E are co rect lathe best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by law or ordnance to administer the community's floodplain management ordinance can complete Section A, B, C (or E), and G of this Elution Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indcate the source and date of the elevation data in the Comments area below.) G2. ❑ A community offidal completed Section E fora building located in Zone A (without a FEMA- issued or commu pity- issued BFE) or Zone A0. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G8. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (inducting basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft(m) — _ft(m) Datum: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Miami _ Sore� e DEVELOPMENT ORDER File Number: PZ06 -0727 - 03 Property Address: 269 NE 99th St. 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 Applicant: Robert & Sallie Rodriguez (Owner) Address: 269 NE 99th St. Miami Shores FL 33138 AUG 14 2006 Mb, iii ) f-) SL Whereas, the applicant Robert & Sallie Rodriguez (Owners) filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Site plan approval — cabana. Whereas, a public hearing was held on August 10, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. 3) Pool equipment and air conditioning unit to be placed in conformity to setback requirements of the Village Code. 4) Area limitations for accessory building and trellis to be met. 5) A covenant assuring the property is used only for a single family purpose is recorded with the property. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 24th day of August, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Absent Mr. Ulmer X Mr. Reese Absent Mr. Sastre X Chairman Fernandez X C,5 : rman, Planning an oning September 29, 2006 Miami Shores Village Building Department )g'Y 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -2230 Job Name: New Cabana for Rodriguez Res. Page 1 of 1 Building Critique Sheet _ Il�1l . Plans must be submitted to Miami -Dade County Planning & oning for payment of impact fees. folio , 10(2-1°19 t Provide Special Inspectors form, signed and sealed by the Tngineer performing the Engineered Unit Masonry Inspections. Submit permit applications from the Electrical, Mechanical, lumbing, and Roofing Contractors. Plans are to show the square footage of the proposed Cabana. .Plans are to show a Window Schedule, providing all rough penings and sizes of proposed windows. Provide a window and door buck detail, showing size, type of buck, attachment to structure showing type, size and spacing of asteners and waterproofing procedures. . Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. r3 Provide plumbing plans showing design of drainage, waste and water supply for proposed sink in counter at open Gazebo. 9. Plans are to show type of built up roof, and hip roof showing tiles to be color thru cement or clay tiles. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. St'Itt 0A. )1 ��. NI Claudio Grande CBO 305 - 795 -2204 PERMIT # CONTRACTOR: SUBMITTAL DATE: RESUBMITAL DATES: PROJECT TYPE: pOI lA ZONING FIRE //Li/A-- 4)91 9 /z/ STRUCTURAL IMPACT FEES ELECTRICA p 'a HRS /DERM NOC MECHANICAL September 29, 2006 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 06 -2230 Job Name: New Cabana for Rodriguez Res. Page 1 of 1 Building Critique Sheet 1. Plans must be submitted to Miami -Dade County Planning Zoning for payment of impact fees. (-- L c) .'1.-- 2. Provide Special Inspectors form, signed and sealed by the K CLI. Engineer performing the Engineered Unit Masonry Inspections. Submit permit .' __ ations from the Elect cal Mec apical - -- Plumbing, an -= �_ ' ontractors. — �- 4. Plans are to show the square footage of the proposed Cabana. /.t biz 5. Plans are to show a Window Schedule, providing all rough openings and sizes of proposed windows. 4.2. -/6. Provide a window and door buck detail, showing size, type of buck, attachment to structure showing type, size and spacing of fasteners and waterproofing procedures. 6.2,. 7. Provide Product Approvals for all windows and doors as required by FRC 4410.4 including t e Product Approval Comparison Chart. rr c-d Qt..._ s 8. Provide plumbing plans showing design of drainage, waste and '� water supply for proposed sink i c s un e a pen Gazebo. T�'� /��' 9. Plans are to show type of built net il f, p roof showing tiles to be color thru cement or clay tiles. A .1. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO C` 305 - 795 -2204 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/29/2007 Inspector: Grande, Claudio Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CRUZ R RODRIGUEZ Permit Type: Residential Construc ion Inspection Type: Work Classification: Addition Block: Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Building Department Comments 2 STORY CABANA, WITH WET BAR & PATIO JAN 3 0 200/ i Passed . Inspector Comments D,,,,,sA Dy— OK_ '-4 L--______' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 25, 2007 Page '1 of 1 { U.S. South Engineering and Testing Laboratory, Inc. 6065 Northwest 167 Street, Suite B -23 Miami, Florida 33015 Tel: (305) 558 -2588 Fax: (305) 362 - 4669® DATE: 01/22/07 PROJ. 07 -5699 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) CLIENT: Cruz R. Rodriguez General Contractors 80 SW 8th Street, Suite 2230 Miami, FL. 33130 PROJECT: Residential Home 269 NE 99th Street Miami, FL. PROCTOR DATA PROCTOR NUMBER CTOR Di 11282 Lime rock w./ some sand 126.3 7.6 FIELD DENSITY TEST ACCORDING TO ASTM METHOD D- 2922 -71 COMP.' 1 Center of Fix)ti 11282 2 3 4 Northwest Corner of footing Northeast Corner of footi 11282 11282 Final Final Final 124.6 9.8 98.7 Pass 124.9 125.3 Southwest Corner of footing 11282 Final 125.9 8.9 8.1 8.5 98.9 Pass 99.2 Pass 99.7 Pass 5 Southeast Corner of footing 11282 Final 125.5 9.3 99.4 Pass TEST-DEPTH 8" QUIRED PER- CEN'T'AGE OF CO 95 % P =PASS F =FAIL FT= FOOTING SG= SUB -GRADE MH= MANHOLE C.L. = CENTER LINE Respectfully emitted, Ghasem Khavanin, P.E. ' / Florida Registration # 41955 136 135 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 104 103 102 101 100 99 98 97 96 95 94 93 92 91 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 U.S.SOUTH ENGINEERING & TESTING LAB., INC. Project No.:07 -5699 Date: 01/22/07 Client No.:07 -5699 Client: Cruz R. Rodriguez General Cont. Tested By: Adolfo Project Name: Residential Home Project Location: 269 NE 99th Street Project City & State: Miami, FL. Sample Method: D -1557 Proctor No.: 11282 Max. Dry Density: 126.3 PSF Optimum Moisture: 7.6 Natural Moisture: % Soil Description: Lime rock w./ some sand 10 W A N N CD N N m A N 63 V O N w 6065 N.W. 167th Street B -23 Miami, FL 33015 Phone (305) 558 -2588 Fax (305) 362 -4669 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 46 - Z 2 3 0 Job Name iCvdrir e3 Date 3//4t/0 7 249 /ve- 91 .574, g.e v-S 1 STRUCTURAL CRITIQUE SHEET /, Z'S A d3 A Trail J i s G r a c-av e rect Te ry-a.t e? A 7V-elk's ojocswf hoLve skeet/Ali/1p)- Re` erve. Pry 2) `d44i iC t ii 8 -/ 11-? gears iv be ,rn -/c e et C'- parc -d 1D one al- /e by M Ref V "'/ woad ��fl 1-a A wood 6.4 144, frto/ 54eet, �7e f eke_ m11 de fads do+1- a-0717 tie► C P-1) r) 1 gee -ti" atifrh en $ tvh P-ont T rp , 5/4.k lb ,s'Arel ea /, t4°'- 15 2,c 4- tc)-ad l2fi der S 44-e o( i 5-/--eel b la-kx 1T11A1111 IJ11V1 ti►J v 111agc Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. DG - 2 2 3 0 Job Name �oc+lr�9ct �3 Date 3.44/o7 249 /vE- 99 54 Ieevi i STRUCTURAL CRITIQUE SHEET, -. 7:44cc:a 44,4f oes.rz1V4 `b «e¢11ta. .141 4LN NA. %FWie 1310 OMF eo m re 1 1S 117Z6S R TI"C'IJLS Gr 2 Ce/'v4rect fr'i''GIGe ? 710rH 1E A4h•S (A Zre i%t s 065 wt havc she tM1 iyt f) - Reind e 4-0rn oo f 1g. 20 -ift A/1,8 Ala la , ear jr, ke 42;5 - r /occe.: ce-mn parc-d 1-0 e n e a/. by Maw, 5 11 44014ito 904 s, l Pitaidi 4 ' A woo e' beam, n4,71 54e€1, De(ek. X11 de{ ils a-71- d�yf a'pp17 Greve C P-r) I) C3 YJ d1 P5146 /v ��' nire/ �./ / . t 5 2 X 4- tv-oerd neider 4Afd-c-14-,Gd / 5'ieei b e-eCi Answer to the comments Process number: 06 -2230 1.) The trellis was omitted by mistake in revision #1. There is a cover terrace. 2.) Acknowledge see revised drawing. 3.) Detail D -1 occurred at wood trellis, see plan. 4.) Acknowledge see revised drawing. 5.) Faster steel beam with 1 1 /2" ,l carriage bolt @24" stagger, see revised drawing. A BEsTRUSS 100.1 aD 10 1 CONTRACT # -7Z 7 T 7035 SW 44th STREET MIAMI, FL 33155 PH: (305) 667 -6797 FAX: (305) 667 -0592 1- 800 -273 -1034 ENGINEERING PACKAGE CONTRACTOR: gw--RAnc€4.PP2._ . ADDRESS: iLIE 91 >76or - SACreS SALES PERSON: 7.5 PREPARED BY: JOB # Of /d/ DWG # 7 C-76=.. ENGINEERING DATE: /- ' / —e'7 ONE SET • COPIES, RECEIVED BY: DATE: PRINT NAME: OK TO RELEASE ENGINEERING. X DATE: NOTE: THIS ENGINEERING IS VALUABLE!! ADDITIONAL CHARGES FOR EXTRA COPIES AND /OR REPLACEMENTS!! REMINDER: ALL CLAIMS OF ERROR OR DEFECTIVE MATERIALS MUST BE MADE TO THE SELLER PRIOR TO INSTALLATION!! M3M /ch 03/31/05 DEVELOPMENT ORDER File Number: PZ06 -0727 - 03 Property Address: 269 NE 99th St. Applicant: Robert & Sallie Rodriguez (Owner) Address: 269 NE 99th St. Miami Shores FL 33138 Whereas, the applicant Robert & Sallie Rodriguez (Owners) filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Site plan approval — cabana. Whereas, a public hearing was held on August 10, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a mariner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. 3) Pool equipment and air conditioning unit to be placed in conformity to setback requirements of the Village Code. 4) Area limitations for accessory building and trellis to be met. 5) A covenant assuring the property is used only for a single family purpose is recorded with the property. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 24th day of August, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Absent Mr. Ulmer X Mr. Reese Absent Mr. Sastre X Chairman Fernandez X Date Chairman, Planning and Zoning Board Eidnatakeigf Ger. 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 Notice of Preventative Treatment for Termites (As required by Florida Building Code (FBC) 104.2.6) Address of Treatment or Lot/Block of Treatment 2 Qn Date C'_ Pr clr d I uct Used Time Applicator e i 'rn +h nn Cheniical used (active ingredient) Number of gallons applied Percent Concentration Area treated (square feet) Linear feet treated Hcr 7r)n l Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line U.S. South Engineering and Testing Laboratory, Inc. 6065 Northwest 167 Street, Suite B -23 Miami, Florida 33015 Tel: (305) 558 -2588 Fax: (305) 362 -4669 DATE: 02/22/07 PROJ. 07 -5699 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) CLIENT: Cruz R. Rodriguez General Contractors 80 SW 8th Street, Suite 2230 Miami, FL. 33130 PROJECT: Residential Home 269 NE 99th Street Miami, FL. PROCTOR DATA PROCTOR NUMBER SOIL DESCRIPTION PROCTOR VALUE Max. Dry Density (pcf) Optimum Moisture (%) 7.6 11282 Lime rock w./ some sand 126.3 FIELD DENSITY TEST ACCORDING TO ASTM METHOD D- 2922 -71 TEST NO. PEST LOCATION PROC. NO. LIFT NO. DRY DENSITY % MOIS. % COMP. RESULT 1 Center of terrace pad, under the slab 11282 Final 124.8 8.1 98.8 Pass 2 Center of residential home pad, under the slab 11282 Final 125.5 7.0 99.4 Pass 3 Center of north side of residential home, under the slab 11282 Final 125.3 6.8 99.2 Pass PEST DEPTH (IN) 8" REQUIRED PERCENTAGE OF COMPACTION 95 P =PASS F =FAIL FT= FOOTING SG= SUB -GRADE MH= MANHOLE C.L. = CENTER LINE Respec +y submitted Ghasem Khavanin, P.E. Florida Registration # 41955 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES OCT 1 6 AIR BY.1 Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Section A (General Information) Master Permit No. _ Process No Contractor's Name CTZRArZ, 12eoat -ti s.A. a Job Address_ �%fo 9 I• ROOF CATEGORY ❑ Asphaltic Shingles ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION • • • • • •• • • •••• • • • 0000 • • 0000 • • • •••• X Mortar Adlp4ir §et Tile .J. -• —• • • • ❑ Wood Shingle; l h akes • • • • • • • • • • •• • • • • • • • • • • • • • 00•• • • 00•• • • ••• • • • • • • • ❑ Repair ❑ Maintenance Low Slope Roof Area (SF)3;20 4 Steep Sloped Roof Area (SF) l ail Total (SF) '7O0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevate lonessurerzehesA parapets. I L— II .gyp Miami Shores Vuli :ce RMMM %MS# ■tr/N ■r/■i••MIMMUIM O Wff ■■rr %RM MMM /IIMM! /Jr ■MMIM tMWSUlal! / / / /■I7t OESSJrISMM / /! /in a lanais ■ ## mph R ■!# # non monnn■!■!■ !M /■ // �m/# / ■l /ll ■ /nil u■mum ■■! 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'� illi■i iilinggii� R. rA 1Ci .iiliin•. #1■#u• #oi�+>r R.4,�i23211 ��L efit:I 'i: i` n n minor ■l,,,an. ■■■monn I#l##/ n /# •n —■ iii: -lit Immo min I #! ■MOMM IURu SISIx_rrr/ �mymAt.a__l0r prim ■m / /■lln■o moron �■ �/ -lit lmama. ll/lRrl■l Gai.■.il.i. Rye /ua.iuii /i� i.I.0 , u.1li rr n ,rrur ii ■: a a l!■# t / SN! /■ ■ #1 ` ■' R� ■!■ ■ !1!■■ L n 'E m mprim■ s R ■!o/!/lrgmm#RI ■ # ■omp!!/ 1# • • l #�s.r'il ! rill! # ■ / ■ / # ■/■ l ■ #!/ �■ ■■; k I■ ,. Its ### AMT., 411 ��■ till au . Y #! / / ■. ■/! .. ■ RI J /,I I�F�� 4` 1/ � ■!!■■in % %�lll #� :1�a # ■UU �l ■j R �, #, ! # ■! �!•.r a ! 1'! % r .. rim# I / ■�1�.u■uirmityF''X►�,..,;-, rR 41.411 rp 4 r.'. n R !l l! !l ■ ■! UIK # / iAl�I ■.` IA # r V ■ R_ °1 ! ME UllU l NUlUU C■:IJ,l■ lilIll. ■ ■S ■# ■ ■l R # ■ iMIl ei nr MEMM M w t: � lRIR� #R+ l! l i l 1UU. �' %'■'"11 �■1i 1I Rra C " .:I - l ■ #� !111 l: i Ciw ■`s °illic�e i'�A:u•uaaalaua • _ j -■■ # -ui C cirri. ■■ aiI✓iR # �i G #•i11' _ 1 _ 'i i` ■ j m i "1 - ■ ! I# ■ 11111111..! ! - _ - 111 A l .1_,-,-.L., .i i i ..i- .ft_,...t i:_Ll.i_.i_I_ .:_I -1 -i__ .- _ _ `t... _ _{_� _a _ i ... t -. _s_1. L_IJ _J I 1.-1-.1-4- -.t_ I �- _ t 1- t _ - -.; . ,. 1 - 1 -1- _, ' l { �. _� .a�_i_� 0000. t : �_.;. t �_Lt.. /22`x/ 005nFL-«.3 _ �o 15.32 prvazded aa&9a -v ^ 60 8 E TIONS FLORIDA BUILDING CODE — BUILDING LO f/V, — M9Ni/Ab Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not GAF identify as "NA") System Manufacturer. A t-- 2 4 S NOANo.: 03 04'30 •/3 Design Wind Pressures, From RAS 128 or Pmax1: -49. Z Pmax2: SZ . (o Pmax3: Calculations: - I2'} . 3 Max. Design Pressure, From the Specific NOA System: /57D ps- Deck: Type: Cot-10\ C V Gauge/ Thickness: r-- ' 44°-rt. - c . (zszcpr) Slope: %2'' ' k 2- Anchor /Base Sheet & No. of Ply(s): t141. Anchor /Base Sheet Fastener/Bonding Material: 1,3/A Insulation Base Layer_ Base Insulation Size and Thickness: Base Insulation Fastener /Bondinn Maw-1m. Fastener Spacing f nchor /Base Sheet Attachment Field: • oc @ Lap, RoSGs @ " oc Perimeter: " oc Lap, # Rows :4.: • • oc • • • Comer. " oc (a) Lap, #'t tow€ ' • • " oc Number of FastenM'Pkr Insulation • • Board Field • Perimeter •' Cd'ic�at Illustrate Compon &nth doted and• Details as Applicable; • • ' •••• • Woodblocking, Gutter" E6ge •1'agnttatiorl', • Stripping, Flashing, Continuous Cledt' Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS j11 and Chapter 16. • •• • • • • • Top Insulation Layer. G.As'PTC -� p iasra.WrK i'ZA Top Insulation Size and Thickness: (# X 4" X 4 / Top Insulation Fastener /Bonding Material: it, f + . Base Sheet(s) & No. of Ply(s): SA"U' YC,N1- - (r) Base Sheet Fastener/Bonding Material: 14r srLLL+(f rci PE tt Ply Sheet(s) & No. of Ply(s): €(tQID1 ;O CO Ply Sheet Fastener /Bonding Material: (-far A-5 ?k4.14.(4- • T yPE liC Top Ply: 1.4i1,,e+tax eive Sty * • ( ) Top Ply Fastener / Bonding Material: A5rk4 -1,- fij (- Surfacing: N/A 4 i 116 i9 c am- . Z'Sc> ERN( n Parapet Height ?A'j/ zi Pi /4 t0' Mean Roof Height TABLE 1615 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS See Tables 4-1 of ASCE 7 with commentary, except as otherwlse noted below OCCUPANCY OR USE Assembly projection room LIVE LOAD POUNDS PER SQUARE FOOT Balconies, Exterior (see also assembly) Serving private units of Group R occupancies and not for assembly use Balconies serving occupancies 80 psf or less 100 60 80 All other balconies Cabanas and bath house Path of egress servicing occupancies 80 psf or less 80 Path of egress servicing occupancies over 80 psf 100 Recreational facilities Including bowling centers, pool rooms and similar uses 75 Storage: t Medium Heavy For SI: 1 pound per square foot = 47.88 Pa. 1. Use actual equipment weight when greater. 2. Increase when occupancy exceeds this amount. - 125 2501,2 SECTION 1616 HIGH- VELOCITY HURRICANE ZONES — ROOF LIVE LOADS 1616.1 Minimum roof live loads. Roofs shall be designed for a live load of not less than 30 psf (1436 Pa), except as set forth herein. - Exceptions: - 1. Glass areas of greenhouse roofs shall be designed for a live load of not less than 15 psf (718 Pa). 2. Ordinary pitched and curved roofs, with a slope of 1'/2:12, or greater, where water is not directed to the interior of,.the roof, without parapet or other edge of roof drainage obstructions, may be designed for an al- lowable live load of not less than 20 psf (958 Pa). 3. Utility sheds shall be designed for a live load of not less than 15 psf (718 Pa). 1616.2 Special purpose roofs. Roofs used for assembly, roof gardens, promenade or walkway purposes shall be designed for a minimum live load of 100 psf (4788 Pa). Other special pur- <7W pose roofs shall be designed for appropriate loads a"s directed or approved by the building official. 1616.3 Roof decking. Roof decking shall be designed to sup- port the live load set forth in 1616.1 or a load of 100 pounds per foot (445 N) applied as a 1 foot (305 mm) wide strip perpendic- FLORIDA BUILDING CODE — BUILDING pc29,,:a.a STRUCTURAL DESIGN ular to, and at the center of, the span of the decking between supports, whichever is more critical. SECTION 1617 HIGH- VELOCITY HURRICANE ZONES — ROOF DRAINAGE 1617.1 Roof drainage. Where para 4•curbs.gre, con- structed above the level oii tthr•roof, proviqi4q shall be made to prevent rain water from amlp sting el, o f in exct:L,of that considered in the desi stn. a event the rain water drains, conductors or leaders becoe ,ilogged, 1617.2 Where roofs are not•dasigned iwaccordance V1VSQc- tion 1617.1, overflow drains et eoupper 1r4piie placid TS Div- vent an accumulation of more than 5 inchet (927 mm78f lifer on any portion of the roof.lis determining the load that &uld result should the primary drainage systelptttflpeked, tae feats caused by the depth of water site head)+'tt hied to tae water to flow out the scuppers or secoirclatx dtainagg system shall be included. • • 16173 Drains or scuppers installed to provide overflow drain- age shall be not less in aggregate area than as shown in Figure 1617.3, but not less than 4 inches (102 nun) dimension in any direction and shall be placed in parapets not less than 2 inches mo es ' nun a ai a .:. of the finished roofing surface and shall be located as close as practical to required vertical leaders, conductors or down- spouts. The roof area to be taken in the sizing of the scuppers is the horizontal projection, except that, where a building wall extends above the roof in such a manner as to drain into the area 'considered, the one -half of the area of the vertical wall shall be added to the horizontal projection. 28 26 24 w 22 LL re 20 0 co 18 0 • 14 LL O 10 re 0 LL 8 0 16 12 6 4 20 40 60 80 100 120 140 160 180 200 220 240 260 REQUIRED AREA OF OVERFLOW SCUPPER (SQUARE INCHES) FIGURE 1617.3 REQUIRED AREA OF OVERFLOW SCUPPERS Ot3G U =420 2) ' /0 "X 66; `c20 * 6041A a avert-iefq 4 i' 449/1" 710711.— 16.27 MMIaDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 Scorn: AIIAMI DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (3.05) 375 -2908 • • • • • - •• • • •••• • • •••• • • • .•• • • This NOA is •••• being issued under the applicable rules and regulations governing the use o;�•matenTals. The documentation submitted has been reviewed by the BCCO and accepted by the Building (lode and Product Review Committee to be used in 11Tami Dade County and other areas where allowed by the Authority, ring Jurisdiction (AHJ). • • •••• • • • .. • ••. • • • • • • • •. • • • • • • • • This NOA shall not be valid after the expiration date stated below. The BCCO (In Mani Dade County)'alid/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 falls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the API may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Sigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberold® Modified Bitumen Roof System for Concrete Decks. 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 INATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #01- 0712.14 and consists of pages 1 through 41. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0430.13 F.apiratdon Date: 11/06/08 Approval Date:10/31/03 Page 1 of 41 • • Insulation Maximum Design Pressure Table A insulin .:I - 16. Base Layer: ' -i . 11A" GAFTEMP® Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Co'. • , .'te, GAFTEMP Composite A, GAFTEMP Composite N, E'NRG'Y -2 +, • AC Foam I, II, UltraGard • : ulti -Max adhered to the concrete deck in a fu ,. :. •' • o . ' approved asphalt applied within the - y, range at a rate of 20 -401 • .. • • • • • • • • • Tap Layer: Min. 34" BMCA or GAFTEMP0 ' ' t = - -'''or other approved iiii :insulation' board adhered to the base insulation layer . : 1 • ed c • ... r to deck in a full mopplu Qf approved • asphalt applied within the EVT , , - at a rate of 20-40 lbsJsq.. • •••• ' • Maximum Design Pre : —157 psf (See General Limitation #9) _ •••• • •• 17. Min. 15/1." i • - rglas or V2" (GAFTEMP ®) PERMALITE® adhered in a full • • a .1 : - • : • halt a . • lied within the EVT rattle and at a rate of 20-40 lbs. /s • . • • , : _ of • • •••• aximum Design Pressure —90 psf (See General Limitation #9) - ' • • ' • •1• • • • •• The following assembly is approved to a maximum design pressure per Insulation Maximum Design Pressure Table B. No substitutions shall be made: Deck Type: Concrete, primed (Optional) Install one or more plies of GAFGLAS® #75, GAFGLAS #80 Ultima, , GAFGLAS Anchor Sheet: PLY 4, GAFGLAS F1exP1yTM, RUBEROID® Modified Base sheet RUBEROID® Mop Smooth or RUBEROID® 20 mopped directly to primed deck. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsfsq. Insulations: See Insulation Maximum Design Pressure Table B below. Design Pressure is dependent on Item No. used in this system. Base Sheet: Install one ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated, lose laid dry Ply Sheet: (Optional, required if membrane is APP /SBS Heat -Weld) One or more plies of RUBEROID® 20, GAFGLAS® PLY 4 or GAFGLAS® F1exP1yTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Membrane: One or more plies of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, RUBEROID® Torch Plus Granule, RUBEROID® Torch FR, RUBEROID® Torch 170FR or RUBEROID® 20, RUBEROID MOP Smooth, RUBEROID® MOP Granule, RUBEROID® MOP 170FR, RUBEROID® ULTRACLAD, RUBEROID® 30 and RUBEROID® 30FR, RUBEROID® MOP PLUS and RUBEROID® MOP FR or RUBEROID® SBS Heat- We1dTM PLUS, RUBEROID® SBS Heat- We1dTM PLUS FR, RUBEROID® SBS Heat- We1dTM 170 FR, RUBEROID® SBS Heat We1dTM, RUBEROID® SBS Heat We1dTM Smooth and RUBEROID® SBS Heat- WeIdTM 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following 1. Asphalt flood coat at an application rate of 60- lbs. /sq. ± 20%; plus gravel or slag with an application rate of 400lbs. /sq. & 300lbs. /sq., respectively. 2. MatrixTM System Pro Aluminum Roof Coating Fibered 301, (GAF Premium Fibered Aluminum Roof Coating) at 1.5 gal /sq. or Matrix 305 Fibered Emulsion (GAF WeatherCoat® Emulsion) at 3 gal. /sq. (for Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within its EVT range and at a rate of 20-40 lbs./sq. 0 NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31 /03 Page 38 of 41 4. Top Coat Surface Seal, Top Coat MB Plus, GAF WeatherCoten4 or WeatherCote LOW -VOC. I Insulati Desi n Pressure Table B • • • • • •• • • •••• • 1. Min. 1" GAFTEMP® Isotherm RA or GAFTEMP® Isotherm RN mopped in as • 1. 20- 401bs. /sq. • • • • •••• the rate of • • • Maximum Desi a • Pressure —150 ' See General Limitation #9 •••• •• 3. (Optional) Base . ,,% er: Min. 1" GAFTEMP® Isotherm RA, GAFTEMP Is. • 1 erm RN, GAFTEMP Composite, G • ■ 1.• Composite A, GAFTEMP Composite N mop,- • m asphalt at the rate of 20-40 lbs./sq. Top Layer: Min. 34" BMCA o . AFTEMP® PERMALITE ° or other approved perlite insulation board or Min. 1/2" BMCA or G • ' a 1' ® High Density • - rboard (c) or other approved High Density wood fiberboard or Min. 1" BM ° . or G • D =1 r ® Fiberboard (c) or other approved wood fiberboard adhered to the base insulation :: er or primed concrete deck in a full mopping of approved asphalt applied within the EVT , • : - at a • .- of 20-40 lbs./sq. Maximum Design Pressure 90 psf (S , • - neral Limi ; . In #9) 2. (Optional)Base Layer: v I. 1 ' r c• -o i e II •4/• . . a • 1 ...• ti ..s asphalt at the rate of 20-40 lbs. /sq. • If • 4 . moped 00. er: Min. 14" Dens -Deck mo u • .- • in . •halt at the rate of 20-40 lbs./ • .. • • Maxim I.7 Design Pressure —240 psf (See General Limitation #9) • • • '• • • • •• 3. (Optional) Base . ,,% er: Min. 1" GAFTEMP® Isotherm RA, GAFTEMP Is. • 1 erm RN, GAFTEMP Composite, G • ■ 1.• Composite A, GAFTEMP Composite N mop,- • m asphalt at the rate of 20-40 lbs./sq. Top Layer: Min. 34" BMCA o . AFTEMP® PERMALITE ° or other approved perlite insulation board or Min. 1/2" BMCA or G • ' a 1' ® High Density • - rboard (c) or other approved High Density wood fiberboard or Min. 1" BM ° . or G • D =1 r ® Fiberboard (c) or other approved wood fiberboard adhered to the base insulation :: er or primed concrete deck in a full mopping of approved asphalt applied within the EVT , • : - at a • .- of 20-40 lbs./sq. Maximum Design Pressure 90 psf (S , • - neral Limi ; . In #9) 4. (Optional) Base Layer: Min. 1" -I' a r ® Isotherm RA, G • :. 41' Isotherm RN, GAFTEMP Composite, GAFTEMP Co •• • :site A, GAFTEMP Composite N mop • - • 1- ; -phalt at the rate of 20-40 lbs./sq. Top Layer: Min. 34" : CA or GAFTEMP PERMALITE ®or other approved per ' insulation board or Min. 1/2" : CA or GAFTEMP® High Density Fiberboard (c) or other approv- ;. 'gh Density w.. • ` • rboard or Min. 1" BMCA or GAFTEMP® Fiberboard (c) or other appro wood fibe ..ard adhered to the base insulation layer or primed concrete deck in a full mopping • appro ,4 asphalt applied within the EVT range at a rate of 20-40 lbs./sq.. M. imum Design Pressure —90 psf (See General Limitation #9) NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 39 of 41 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signgd aid sealed by a Florida Registered Engineer, Architect, or Registered Roof Consnit�nt. • . • • .. • ••••• • • •••• • • •..• • • •• •• • • • • • • • • • • •. • • • •••• • • ..•. •••• ••• • NOA No: 03- 0430.13 Expiration Date: 11106/08 Approval Date:10/31/03 Page 40 of 41 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of • • approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., odmealanicallp • attached using the fastening pattern of the top layer •• . "' • 3. All standard panel sizes are acceptable for mechanical attachment. When in app$dhd asphalt, panel size shall be 4'x 4' maximum . • • 4. An overlay and/or recovery board insulation panel is required on all applications o *er cktittivell foam insulations when the base sheet is fully mopped. If no recovery board isusa•the base.$4eet shall be applied using spot mopping with approved asphalt, 12" diameter cir*les,•" o.c.; es 'strip mopped 8" ribbons in three rows, one at each sidelap and one down the cente4df Qtb sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6 "•break. placed every 12' in each ribbon to allow cross ventilation. Asphalt application f Aker systd Thall be at 'a mnimum rate of 12 lbs sq. Note: Spot attached systems shall be limited to a nfitxtatim design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 41 of 41 may usea an lieu of any Teri? r,, insulation in an; the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 25 - 3.0'gal /sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. • "Ruberoid Heat Weld" SBS roofing: . membrane may be used in .lieu of "Ruberoid Mop" SBS products in any applicable Classification • Class A Deck:.0 -.5/32 Incline: 3 • Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane'composite, wood fber / isocyan. urate• compositephenolic, any • ,•,•• '! TnLLckness. _ J J t Ply Sheet Three or more layers Type G1 - "GAFGLAS Ply :4'' or "GAFGLAS Ply 6 ",. hot mopped.. _ ,. 1s Surfacing:' 'Gravel. . ' S Dec1c,C -15/32 - Incline; 2 insulation (Optional): One or more layers perlite, wood, fiber,. glass J : fiber, isocyanurate, urethane, perlite / isocyanurate . composite,- perlite/ • 'urethane composite, wood fiber- / isocyanurate composite, phenolic,lany i J thickness. , J .. _ , , • . r .. • . ... . r. Ply Sheet Three or more layers Type' G1 "GAFGLAS-ply 4"., or l''GAFGLAS Ply 6 ". Ca • Sheet One layer Type G3 " GAFGLAS Mineral Surfaced rcap ,Sheet ". Deck: NC 1. e: 2 . ', .. •,.. Insulation (Optional): One or more layers perlite, wood fiber,' glass -- fiber,' isocyanurate,. urethane; • perlite / isocyarate composite,!. perlite/ { .0 urethane composit, wood fiber /isocy e.nw4ii ositeapl7Anolic,-2 in: 7iiai(, . • , , . • • • • • • • • • • Ply. Sheet:. - Two. or more layers Type..G1 •'•:,A► a'1,q A, ". or, .':GAF GLAS Ply 6 ". .:. Ca • Sheet One layer Type G3 "GAFGW.Mirlev.lietilaceci cep- Sheet". . Deck.: NC .' Ihd1ae 47/2 • • • • : • InsulationOne or two layers "Isathern R ", it in inax, Hot inlopped. • Ply-Sheet , `Any UL Classified gravel• surfaced Gass A asphalt glass fiber • mat System.; •• •ti e • • ••'• •wiw` • • • •....% t •. •. +• i•' • t. • • • • eck: C -15/32 Incihtet • • • • .0.: ;1: �i sJ .. �. *s•w Slip Sheet (Optional): • Red rosin papei, bailed • to - def..'. - Base Sheet •One layer Type G2 "GAFGT.AS • '7 -R.� i cu"-." 1- {fib! Bat Ply "G. Cal mo) Sur 1. Deck Inst fibei ' c • uretl thick ' Ply GLA Cap mopl Deck: • Insul ureth .thick• Base Memi "Rube or "R1 Cap S. r• i 3. }.. Deck: C Insulai urethat • thiclatc Ply -Sh "GAFG Surfaci COAL . Deck: C- Insulati a�N l+a�..nat1 .5:- ) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: .Z�ot� T►�e Coru7. • • •• • •• • •• • • Notice of Acceptance Number: O'S — O'a,$. O t0 • • i • Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 5.3S P2: IS • 1S P3: l$ - 'S •••• • • •• •• • • • • •• • . Maximum Design Pressure (From the Product Approval Specific System): • • '••' • ' . •• Roof Slope: 3 :12 • .• • ••• • •• • • • • • • •••• ••• • • • • • • • • • ••• ••• • • • • • • •• \ Steep Sloped Roof System Description Deck Type: 1 \ , /Ocvv" \Type Underlayment: \nsulation• \ Fire Barrier: Ridge Ventilation? N/h e) • Avr -\ o'Z'A ro t4.4 \ Fastener Type & Spacing: Adhesive Type: Pi Type Cap Sheet: Mean Roof Height: t tr. to \ Roof Covering: PAS : Pollen* M4 i .o 101154i ABinv CIS }es �K3 24, it C+Al1v. \\ Type & Size Drip Edge: 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. A Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: x A. • 2SS = ti. fr) - Mg: f'p • D = Mri ` . V? • • • • Product Approval Mf 2‘r..50+ •• ••• (P2:-''RS' �x 1t =• 0 - Mg: = M t� pp .1 Product Approval M • �f,1- 7 PPro f (P3� 95'Ix a. =24 2S- Mg: = M3 LIS Product Approval Mt Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approv •• • •i•• • • •• •• • • • •••• • ••••i• • • ••• • • • • • • •••• • • • •• • Mr required Moment Resistance* • • .• I Mean Roof Height -* Roof Slope �, 15' 20' 25' 30' Job Site i •' • • • •40' •' • •' 2:12 34.4 36.5 38.2 39.7 Product Approval Attachment Resi >- . ce 42.2 Product Approval 3:12 32.2 34.4 36.0 37.4 Product Approval Ryquired Uplift Resistance 39.8 Calculated 4:12 30.4 32.2 33.8 35.1 Product Approval All calculations must be submitted to the building official at the time of permit application. 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 7:12 24.4 25.9 27.1 28.2 .4 30.0 *Must be used in conjunction with a list of moment based We systems endorsed by the Broward County Board of , 7es and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F values greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per ' . : 127" (P1: x = xw:= ) -W: (P2: x = xw:= )-W: (P3: x = xw:= )-W: x cos 8 x cos B x cos 0 = Fr Fr2 =F Product Approval F' Product Approval F Where to 0 • ain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RA ' 27 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravit Mg Product Approval Attachment Resi >- . ce Mf Product Approval Required Momen -' esistance Ms Calculated Mini m Attachment Resistance F Product Approval Ryquired Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE -- BUILDING • • 15.35 MIAMI E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL, DIVISION NOTICE OF ACCEPTANCE (NOA) Zion Tile Corp 13450 SW 126 Street Miami Fl 33186 SCOPE: This NOA is being issued under the applicable rules and regulations governing the •••• • • � g g use; ®f �ahstruci%n'n�aateriad� • • • • The documentation submitted has been reviewed by Miami -Dade County Product CoolAvision and accepted • by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas wh • tlgwed 8r • • • the Authority Having Jurisdiction (AHJ). MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.builciiismadannllmejix'R�•. • • • • • • • •• • • •••• • • • • •••• • • •••• • • • • • • • • • • •••• • • • • 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) have this product or material tested for quality assurance reserve the right m to purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Alhambra Spanish "S" Handmade Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, the expiration date may be displayed in advertising literature. If any �'' and followed by be done in its entirety. y portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This new NOA consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No. 05- 0228.06 Expiration Date: 07 /07/10 Approval Date: 07/07/05 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE Roofing Roofing Tiles Clay This new roofing system using Alhambra Spanish "S" Handmade Clay RBof rile, as • • • • •: 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test maybe performed in accordance with RAS 106. • 3.3 Applicant shall retain the services of a Miami -Dade County Certified 40194.4• cay to ptfprm • quarterly test in accordance with PA 112, appendix `A'. Such testing sh&J4 Iubmitteato the Building Code Compliance Office for review. 0000 • : • 3.4 Minimum underlayment shall be in compliance with the applicable Ong AP i3.47::4196.. Standards listed section 4.1 herein. • • • • • • • •.. • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the rddf slope • • • • • . unless stated otherwise by the underlayment material manufacturers puulisl literature' • • 3.6 This acceptance is for wood deck applications. Minimum deck recauirewents sh • a in •••••••••••• • • • • • compliance with applicable building code. • • • • ... 0000.. .• • • .• 4. INSTALLATION 4.1 Alhambra Handmade Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Alhambra Handmade "S" 8.7 1.54 0.95 Table 3 Restoring Moments due to Gravity - MM, (ft -Ibf) Table 2: Aerodynamic Multiplyers- 1.(ft3) THe Profile 3 ":12° X ( 3) Direct Deck Application Alhambra Handmade "S" 6 ":12" 0.255 Table 3 Restoring Moments due to Gravity - MM, (ft -Ibf) Tile Profile 2 ":12° 3 ":12° 4 °:12° 5 °:12" 6 ":12" 7 ":12" or greater Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Alhambra Handmade "S" 6.24 6.10 5.91 5.67 5.36 4.99 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Alhambra Handmade "S" Adhesive Set 24.3141 1. Avg. paddy weight 46.4 grams. NOA No. 05- 0228.06 Expiration Date: 07/07/10 Approval Date: 07 /07/05 Page 3 of 4 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's'name ar•ltfit, or following statement: "Miami -Dade County Product Control Approved ". • •' : " 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of fife fol jowin • • 6.1.1 This Notice of Acceptance. •••• • • • • • 6.1.2 Any other documents 04411,1i4 • required by the Building app1k able• building code in order to properly evaluate the install of this system. " ...... •... •••.•• 00000 • • •.•• .... • • • • .. ALHAMBRA HANDMADE SPANISH `S' CLAY ROOF THAR ; • •'. ; PROFILE DRAWINGS END OF THIS ACCEPTANCE NOA No. 05- 0228.06 Expiration Date: 07/07/10 Approval Date: 07/07/05 Page 4 of 4 1146 01 05 10:27p Raymond Lopez Polglass 305 383 3583 POLYSTICIC" TU P is a homogeneous rubberized asphalt waterproo- fing membrane with a glass fiber-reinforced polyester mat and a unique surface designed specifically For use as a the underlayrnent For unlimited" exposure. POLYSTICK`" TU P membranes are manufactured using patented AlillES00 dual compound technology, whereby an APP compound is applied on the top layer and an aggressive self-adhesive com- pound is applied on the bottom layer. Top surface oF membrane is provided with mineral granules to provi- de maximum skid resistance as well as an unlimited* exposure lime. The rubberized asphalt seals around correctly installed nails on the : • • ;:. ' weathering surface. Split release backing Film aids in the easy positioning of sheets to maintain a proper line. The material is packaged in a roll of approx. 100 sq.Ft. weighing approx. 85 lbs. Material is available in patented box, EASMOXTh ((JS Patent C1479„6855) that facilitates easy handling of rolls. P c 6) I • TM ITNP11, p.2 ( ".3c1 months) • ASTM D 1970 • MIAMI-DADE County Product Control Pending • • ICC-ES • Floe POLYSTICK'" TU 12 uses include but are not limited to: tile underlay- . ment, chimney fleshings, skylight fleshings, pipe penetrations, appli- cation at ridges and eaves, and volley unclerlayments. ••.7. r: POLYSTICK" TU P can be left exposed For unlimited.' periods. IPLICATION Apply POLYSTICK"" TU P directly to e r or properly instal- led base sheet Such as Polyprotector'" Urn, Elastobase`" V [Poly/Sandi, ASTM 30# Felt [Le. ASTM 226]). Do not apply to shingles or other roof coverings. Apply only when the weather is dry and material interface temperatures (air, roof deck, membrane) are 40 °IF and rising. Always start at the lowest point of the roof deck where possible. When necessary, cut POLYSTICK"" TU P to a suitable, workable length. Lay the material flat in place, starting at the lowest point. Overlap seams 3.5" mini- mum and endlaps 6" minimum. Peel half oF the backing off the roll and apply firm, even pressure from the center to the outer edges. Remove the backing from the remaining half oF the roll and apply pressure. in full roof coverage 'applications, proper venting of the structure is required. Consult a design professional for proper venting requirements. In steep slope applications (Le. 3:12 slope or higher) backnailing will be required, be sure that all nails are covered by the overlapping next sheet. POLYST1CK'" 711 P must eventually be covered after installation; it is not designed For use tas is finished roof covering. Do not load more than six (6) tiles per stack on POLYST1CK"'111 P. Fa more detailed information refer to the Polyglass Tile loading ; and installation application guidelines. POLYGLASS MIAMICDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the Ise of construc of • materials. The documentation submitted has been reviewed by Miami -Dade County•Product Contri.. • • Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miamnibade County. : • and other areas where allowed by the Authority Having Jurisdiction (AHJ). • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, IR/IRX, TU, TU Plus and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 04- 0810.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Jglge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375-2904 FAX �X (305;3.7.51-'2.48 •• • •••• • • • • •••• • • • •••• • ••• • • • • • • • • • •• •• • • • • • . • • NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 1 of 5 • • • • • ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Dimensions Polystick P underlayment Polystick IRfIRX underlayment Polystick TU underlayment Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'3-34" 100 mils thick Polystick TU Plus Roll: underlayment 65'8" x 3'3-34" 80 mils thick Polystick MU underlayment Roll: 65'8" x 3'33/8" 80 mils thick Test Specification ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 • • • • • •• • • •••• • • • •••• • •••• • • • • •••• • Product• • • Descrizwtittn.. • • •• .••• • • • •• • • •••• A polyethylene top surface• ielf- adhering SBS polymer modified'b4tunlinoussshept material for use as an underlayment in • • sloped roof assemblies. Designed as an ice & rain shield. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval. Date: 09/14/06 Page 2 of 5 EVIDENCE SUBMITTED: Test Asency Exterior Research & Design, LLC PRI Asphalt Technologies Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 PRI01111 PUSA- 005 -02 -01 PUSA- 018 -02 -01 INSTALLATION: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None Test Name/Report TAS 103 ASTM D 1970 TAS 103 ASTM D 4977 ASTM D 4977 ASTM D 2523 • • • Date•••• — s • • 04/27/01.,. •...08/14/D1 • '.... U8 /29/1".6" • • •••• • •' • • b4 /08/U2• • • 4). 1/31/02 • • 07/14/Q0•••• • • •••• • • • •• • ••• • •• 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -'Y2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to lap areas. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 3 of 5 r LINIITATTIONS: 1. Fire classification is not part of this acceptance. • • • • • • • • • •• • ••.• • • • • •.•• • • • • •••• • • • • • • 2. Polystick P and IR/IRX may be used in asphaltic shingles, wood shakes and s 1;i l'sa non-'. . • • structural metal roofing, and quary slate roof assemblies. Polystick P shall not.12e LI ed as regttif underlayment. • • • • • • 3. Deck requirements shall be in compliance with applicable building code. • •••• • • • • • • •• • • ••• • • • 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be fred bf irregularities. 5. Polystick membranes shall not be applied over an existing roof membrane. 6. Polystick P shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. S. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 4 of 5 LIMITATTIONS: (CONTINUED) • • • • • • • • • • •• • •••• • • 9. Care should be taken during the loading procedure to keep foot traffic to a miili i tii and to•a i? td • dropping of tile directly on the underlayment. Refer to Polyglass Tile loading t t+f for to ding• • • procedure. • • •••• • •••• • • • • •• •• •• Roofing Tiles • • • (6 Max. Per Stack 12 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, IR/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, IR/IRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. END OF THIS ACCEPTANCE NOA No 06- 0424.03 Expiration Date: 09/13/11 Approval Date: 09/14/06 Page 5 of 5 • • • • • v 9 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04 /25/2008 Permit Type: " estd T `t 'o s ruction Insp'e • per Surv�y Final Owner: RODRIGUEZ, ROBERTO AND SALLY Work Classification: Addition Job Address: 269 99 Street NE Miami Shores Village, FL 33138- Inspector. Dacquisto, David Project: <NONE> Block: Contractor: CRUZ R RODRIGUEZ Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Building Department Comments 2 STORY CABANA, WITH WET BAR & PATIO Passed 461:f Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, April 25, 2008 Page 2 of 2 LW", DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name ROBERT J.RODRIGUEZ & SALLIE A.MARVIL JOB#05- 532 -07 Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 269 N.E. 99 STREET. Company NAIC Number City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 20 & 21, BLOCK 33, MIAMI SHORES SECTION 1 AMD, P.B. 10, PAGE 70 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25 51'58.31"N Long. 80 11'31.71'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in RESIDENTIAL to obtain flood insurance. Horizontal Datum: ❑ NAD 1927 $i NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number DADE COUNTY UNINCORP AREA 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12025C0093 B5. Suffix J B6. FIRM Index Date 07 -17 -95 B7. FIRM Panel Effective/Revised Date 03 -02 -94 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) ••••41/A • • BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile Ei FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Descrijpg),:•. B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? .,,, ❑Yn • No Designation Date ❑ CBRS ❑ OPA • •••• • • • • • • • • • • •• • •••• •••• • •••• • •• • • SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIREP,) • • • • • ; • • • C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ;' • Finished CSnstruction *A new Elevation Certificate will be required when construction of the building is complete. • • •••• C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, An1H,O1AO. CoMtltle Items ;gm: below according to the building diagram specified in Item A7. • • • • • • • • • • • Benchmark Utilized TBM Vertical Datum 10.55' • • • Conversion /Comments N/A •' • Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 11.07 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N /A. ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N /A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N /A. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.49 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) t) 9) 10.14 ® feet ❑ meters (Puerto Rico only) 10.19 ® 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. I certify that the information 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. ❑ Check here if comments are provided on back of form. Certifier's Name ARMANDO GARCIA License Number 3109 Title LAND SURVEYOR & MAPPER Company Name Address 8357 W. FLAGLER ST. #345 City MIAMI State FL ZIP Code 33144 Signature Date 06 -01 -07 Telephone 786 - 290 -4184 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions 4MPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 269 N.E. 99 ST JOB# 05- 532 -07 For Insurance Company Use: Policy Number City MIAMI State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN ELEV. 10.55' Signature Date 06 -01 -07 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ 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) CERTIPICA•f1ON ;••• • • The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a F issued or corrlmunity- issued BF, E) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name • •••• • Address City •_.••• -- •• • • • • • • • •• • • State* ••••• ZIP Vie • Signature Date Telephoner Comments • • • • • •• • •••• • • •••• •• • •• • • • • •••••• ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. 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 (in 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 FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 269 N.E. 99 ST JOB# 05- 532 -07 Policy Number City MIAMI State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW 05 -30 -07 .0000 • • •0•• • • • • .• • ••00 • • •000 • • • • 0000 •• • • • • • • • • • 0••• • •• •• • ••• • •• • • • • •• •• • • • • • •• 4 • • • • •••• • •.. • 0• • i'• • • • • •• • • • • • • 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. 269 N.E. 99 ST JOB# 05- 532 -07 Policy Number City MIAMI State FL ZIP Code 33138 Company NAIC Number 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." LATERAL VIEW 05 -30 -07 LOT -5 BLOCK -33 LOT -4 BLOCK -33 LOT -3 BLOCK -33 LOT -2 BLOCK -33 FIP I/2" 15' ALLEY 9' ASPHALT PAVEMENT 100.00'(R. &M.) 0 LOT -I9 \O. z J Z az z z8 az U LL 4 0 0 BLOCK -33 vi CONC. PORCH 0 LOT -22 'n BLOCK -33 COr WAL- 4' CBS WALL FW1/2 NO I.D. .10' el FIP 1/2" NOI.D. w M W B.C. Z 29.0' 22.5' PWY 20' PAV'MT 75' PUBLIC R/W 22' PWY PROPERTY ADDRESS: 269 N.E. 99 ST., MIAMi, FL. 33138 ( FOLIO No. 11 - 3206 - 013 -4570 ) DESCRIPTION Lot 20 & 21, Block 33, of " MIAMI- SHORES SECTION 1 AMD " according to the Plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Miami -Dade County, Florida. There may be legal restrictions on the subject property that are not shown on the Map of Survey that may be found In the Public Records of Miami -Dade County, or the records of any other public and private entities as their jurisdictions may appear. The Map of Survey is intended to be displayed at the stated graphic scale in English units of measurement. Attention Is brought to the fact that said drawing may be altered in scale by the reproduction process. This Survey was conducted for the purpose of a BOUNDARY SURVEY only and Is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal description was furnished by the dlent. The elevations of well - Identified features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1/10 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, including pavements, curbs and other man -made features as may exist. Well - identified features as depicted on this survey and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. BENCH MARK USED T.B.M. ELEV.= 10.5f C. 1 tr i•918I% �•I0 14 51 B'{ u4 It, 10'9'0 • it I 1 'f ' 1111 :fri re r!1'6 ri I ID119,8C:71 l ?eta:• u1 lq ' 1Y 1 i I. 1 .� • ,4 u 1 I! Q ` fad" ai j .I I.. I. I.:pe "�' �4OL• I' 3I RE:E:1' ;.,1� . J Lea ....., ..1 -4. r 4� o t1 1� 9I e .1 u ! D I e it11P 315. '� I dI LT la IfItslla'r7.ra�gguctlee`: '3TRI E:'I' $ 1id0 °I p Ia4 r•. • 7;, .1 11 1 1 9 i 6 �4-�•'• i • 1 (1,ii "t I 'd •' : r, i. A 11 .1? 1.0,i 144i ft 14I t4 t" lit ... )4 48 )4I)r (,. rj ►.� ,.1asgU1; till 1, > i :,i44.1141.ito ,,it41) I � �. 5'I'EtE:i; i' LIST OF POSSIBLE ENCROACHMENT: N/A AERIAL MAP (NOT TO SCALE) FLOOD ZONE INFORMATION: Community No. 120652 Panel No. 0093 Suffix: J FIRM Date: 03-02 -1994 Flood Zone: X LOCATION MAP (NOT TO SCALE) If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or individual. Subsurface Improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared for the exclusive use of the entitles named herein and the certification does not extend to any unnamed party CERTIFY TO: ROBERT J. RODRIGUEZ & SALLIE A MARVIL RODRIGUEZ SURVEYOR'S CERTIFICATION: I hereby certify: That this "BOUNDARY SURVEY" and the Map of Survey resulting there from was performed under my direction and Is true and correct to the best of my knowledge and belief and further, that said "BOUNDARY SURVEY" meets the Intent of the "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 81G17-6 of the Florida Administrative Code and its implementing Rule, Chapter 472.027 of the Florida Statutes. 08-22 -2007 Armando Garcia, P.L.S. Registered Surveyor and Mapper No. 3109 State of Florida. d -J ORIGINAL 06-01 -2007 FIELD DATE REVISIONS: 08-22 -2007 BOUNDARY JOB NO 05 -532 -07 DRAWN J.V. ARMANDO GARCIA Land Surveyors & Mapper FLAGLER PARK PLAZA 8357 W Flagler St. # 345 MIAMI, FLORIDA 33144 PHONE: (786) 290-4184 FAX: (305) 262 -1039 SHEET 1/1 PERMIT #: Miami Shores Mtla ,App, z ans ....... B'(°. ....... . INGOISMO APPROVED BY DATE ZONNG DEPT STATE AND COUNTY RULES AND REGULATIONS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/25/2008 Inspector: Grande, Claudio Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CRUZ R RODRIGUEZ Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Block: Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Building Department Comments 2 STORY CABANA, WITH WET BAR & PATIO ikt 6 cf Passed YJ Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, April 25, 2008 Page 1 of 2 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 33011-1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 Seettitakeia9 2044. Notice of Preventative Treatment for Termites YE 7,y77 (As required by Florida Building Code (FBC) 104.2.6) �j; r n "APR252108 2(oq (I.E 9 S E`I M Sl-loReS, F6Y: L Address of Treatment or Lot/Block of Treatment 120 S 01 00 Alamo Etv s f2ospdo Date Time Applicator a\Iper r� C p er e� ri r% 50 '°- 9. Product Used Che ical used (active ingredient) Number of gallons applied Percent Concentration � 500 SQ F f Area treated (square feet) Linear feet treated DR1 70 -r -L Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line OH B 22- S Os. seastawrigfed. 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 Certificate of Compliance for Termite Protection (As required by Florida Building Code (FBC) 1816.7) 219 Cl E clq st c- ,MIc Nele EhorfSP F- Address of treatment or Lot/Blk # of treatment So L % d er Method of termite treatment - soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with rules and laws established by Florida Department of Agriculture and Consumer Services. Authorized Signature Sesidiatlif es. 468 E. 9 STREET • HIALEAH, FL 33010 P.O. BOX 1418 • HIALEAH, FL 33011 -1418 PHONE: (305) 885 -4966 • FAX: (305) 885 -4969 Permanent Notice for Termite Protection (As required by Florida Building Code (FBC) 104.2.7) This structure has been treated for the prevention of subterranean termites by the above named company. An annual inspection and a renewal of the annual termite protection contract is necessary for continued protection. Call the phone number above for inspection and contract renewal. 2.-/J9 r .E 019 Sf e M &ri, shores h FL. Address of Treatment or Lot/Block of Treatment Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/10/2008 Inspector: Perez, JanPierre Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: THE ICE TEAM CORP. Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Phone: 305/385 -3880 Building Department Comments INSTALL NC UNIT FOR CABANA Passed IA, Inspector Comments cc MU "All / \A) Failed Correction Needed Re- Inspection ee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 6, 2008 Page 2 of 2 Inspection Date: 03/04/2008 Inspector: Devaney, Michael Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: AABAA ELETRICAL SERVICES CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Phone: 305 - 620 -7864 Building Department Comments Electrical for cavana MAR 0 4 2000 Passed Inspector Comments cc . & /42_. z98 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, March 3, 2008 Page 2 of 2 Inspection Date: 03/07/2008 Inspector: Levrock, James Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PSG PLUMBING SERVICES, INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: AdditiontAlteration Block: Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Phone: (305)796 -7304 Building Department Comments plumbing for cavana Vt a� 1 0 Passed r Comments .� ' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 6, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/07/2008 Inspector: Grande, Claudio Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: CRUZ R RODRIGUEZ Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Building Department Comments Installation of new flat roofing in cabana and tile alhambra clay tile in new terrace and bbq area MAR 0 7 2000 Inspector Comments cc Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 6, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/07/2008 Inspector: Grande, Claudio Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: CRUZ R RODRIGUEZ Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Building Department Comments ROOF FOR CABANA MAR 0 7 2000 Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 6, 2008 Page 1 of 2 Inspection Date: 03/13/2008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: CRUZ R RODRIGUEZ Block: Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Building Department Comments ROOF FOR CABANA Inspector Comments Passed a Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, March 13, 2008 Page 1 of 2 F.'. FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB I NS IGHT•IN NOVATI ON• INTEGRATION No 16701 Southwest 117th Avenue • Miami, Florida. 33177 Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI-DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 11 SITE SPECIFIC INFORMATION Owner's Name: °13,v-?---a c 6p Permit # W C) 2 5 40 Job Address: Z 6,0i tJ at 6 1 I 1 ticri, fl, Roofing Con ctor: Z o -.4t , Type of Tile: , 6. ate. VW-A - - Date Installed <---14 -0 V ` Approximate Roof Height: -4 feet l e-ao '' 'S Q 17 Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: ,o() ft2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: 1 `2,-L - Og TEST RESULTS P = PASS, F = FAIL Piu Por° 28 78 2 27 52 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 19 43 68 93 20 21 44 69 94 45 70 95 48 71 96 22 23 47 72 97 48 73 98 24 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPUFT DUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: Vlnayagar M. Balakrishnan V. P. E. LIc# 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 Sketch of Roof Job Sheet Nairober Cou c C ior i9 l' Chwkd By ' ••••••••=11111111••••••1111111E11111•1111111111 [iiiiii •S�iia •O , MOM ■iisiiiiiiliiiti iiii11111i iii 1 iiil IMM,iii r ' iitiir ■iitiiis . = ?1iiiI11 ii lCIMIPSiii iiiiiitiiimimitmmi " Iii isi� i ii11iiiiiiiiourm iit ■iitiitis iiiiii;' iiiii iiiii1 iiiiiiiiiiii iii0i11111iiiiiit11i10iliiii _l i a i aiasii • •i�iiiii � i !ii imti ii ' i =iiii 1ME � VEi U � 3 / lfflumnionisuimmiummanamosammum iiiiiiiiiiiii 1MMI ■ Riiiiiiiii ■RREi ■iiUlii�li! um111111mainla lliiiiti11111 -ill� iii i�i��i�'S�ii•ii`ii�ii�l�ili-- '•x•'•' • r 411 tri Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Pernut NO. RC-8-06-2230 Issue Date: 10/18/2006 Expires:1 0118/2006 Folio Number:1132060134570 Owner's Name: ROBERTO AND SALLY RODRIGUEZ Job Address: 269 99 Street NE Miami Shores Village, FL 33138- Owner's Phone: (305)710-8002 it Total Square Feet: 900 Total Job Valuation: $ 100,000.00 ,.... ...... .... ........ . ............... .... ..... .„ ........ .. ...... ... •• i Contractor(s) Phone Primary Contractor •• .„. •• •• •• •• •• •• •• CRUZ R RODRIGUEZ Yes •• •• •• •• •• •• •• •• Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/3/2007 : Yes Comments: Miami Shores Village Building Department 10050 W E2tid Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET .�' izt)-09 d 4--,1244249c0 fly i'ze S hm'T �� /L kg. vvyt. QA.N id � ocm %. *1 are 3� r ife T),' ilosses � rt` skwv „ bd orctu lic7 Oar! raeti ce 3101 3 ? -r m Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/04/2007 Inspector: Inspector, Default Owner: RODRIGUEZ, ROBERTO AND SALLY Job Address: 269 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: CRUZ R RODRIGUEZ Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number (305)710 -8002 Parcel Number 1132060134570 Lot: Building Department Comments 2 STORY CABANA, WITH WET BAR & PATIO Ali ;1i2 got3� \ 4/'7 P• sed 4 L r/ x-) l Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, June 4, 2007 Page 2 of 2 U.$. DEPAI TMENT OF HOMELAND SECURITY ELEVATIQN,CBR11FiATE Federal Emergency Management Agency National Flood Insurance Program ••••: • . • • • • • Important Reecap ltdri ctiorrs ollVages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name ROBERT J.RODRIGUEZ & SAIiLIE A„11QARVIL•JOBN5- 532,07. • • • • • A2. Building Street Address (including Apt., Unit, Suite, and4r ald j. No.) or:3.C). lkoete and �bx:lo. 269 N.E. 99 STREET. • • • • • • OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number Company NAIC Number City MIAMI State FL ZIP Code 33138 .. ••• •• A3. Property Description (Lot and Block Numbers, Tax Parcel Nriber; Lagai £)esorip :ort etc.)• • LOTS 20 & 21, BLOCK 33, MIAMI SHORES SECTION 1 AMD, P.B. 10�PAG /13 • • • : • • • • A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25 51'58.31 "N Long. 80 11'31.71'W A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in Horizontal Datum: ❑ NAD 1927 NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number DADE COUNTY UNINCORP AREA 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 07 -17 -95 03 -02 -94 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ►5 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ►5 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized TBM Vertical Datum 10.55' Conversion /Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) f) g) Check the measurement used. 11.07 ® feet N /A. ❑ feet N /A. ❑ feet N /A. ❑ feet 10.49 O . feet 10.14 10.19 ►Z� ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information 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. ❑ Check here if comments are provided on back of form. Certifiers Name ARMANDO GARCIA License Number 3109 Title LAND SURVEYOR & MAPPER Company Name Address 8357 W. FLAGLER ST. #345 City MIAMI State FL ZIP Code 33144 Signature Date 06 -01 -07 Telephone 786 - 290 -4184 FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all previous editions • ••• RMPORfANT: In these spaces, copy the correspond'ng nfc oration tribe Section A. Building Street Address (including Apt., Unit, Suite, and /or B143. No or .0.1ntitand 269 N.E. 99 ST JOB# 05- 532 -07 • • • ••• • • • .� x F4o. For Insurance Company Use: Policy Number City MIAMI State FL ZIP Code 33138 • •• • Company NAIC Number SECTION D - SURVEYOR, MI__ ER QR;A &CHITEcTCURTIFICATION (CONTINUED) • • . _.4 • • • . Copy both sides of this Elevation Certificate for (1) communQy effiaialr(2) irtSyr'ance gent/cempgny, and (3) building owner. Comments CROWN ELEV. 10.55' •• • 7, ••• ••• !.. • �:• •• :•• • • • • • 4• • ..• : : :•: • • ••• ••• Signature Date 06 -01 -07 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is . ❑ feet ❑ 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 community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. 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 (in 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 FEMA Form 81 -31, February 2006 Replaces all previous editions • • •.• ••• • •• •• • • • • • • • • • : • • • • • • • • • • • • • • • • • • • • • • • ••• Buirding •Photographs See Instructions for ItenlP\ .' •• • • • • • • • t. • • • • • • ° . •• Building Street Address (including Apt, Unit, Suite, into: Eldg. IV or PO. Ftat te;and Box No. 269 N.E. 99 ST JOB# 05- 532 -07 • • For Insurance Company Use: Policy Number • • • •• • ••• • • • •• • • • • •' •' •• • • •..• • • • • • • • ••• •• If using the Elevation Certificate to obtain NFIP floot? insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. City MIAMI State FL ZIP Code 33138 Company NAIC Number FRONT VIEW 05 -30 -07 • • • ••• • • ••• ••• ;. •• • •• •• • . • • • • • ButIding P.No4oir�tphs • • Con inuation Page •• • For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, aiad /ooOldg. PIN or P.O. I;ot2te and Box No. 269 N.E. 99 ST JOB# 05- 532 -07 • . • . • • • • . . • • • • • • . • • • • . • • • • City MIAMI State FL ZIP Code 33138 Policy Number Company NAIC Number • • • :•• ••• •• • • . . • • • If submitting more photographs than will fit on the•prP.ic• ii�g:pm, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear.'diivl ar cc, if r2gdiMd7'*Right Side View" and "Left Side View." LATERAL VIEW 05 -30 -07 Scale 1"=20' 8 It :St • • • • • • • • • • • • • • • . •• • LOT -5 BLOCK -33 • • L,1 • • ••• • • • • • • • • • • • ' • • • • • • ••• LOT -4 pLOOK -33 • ••; • •• • • • • . • • • • • • • • • . • • •• • • • ••• • • • • • • ' — �.• • • • 15' A L L E Y 9' ASPHALT PAVEMENT 4400.00' R. &M o - a HP I/2° 2.5' PARKWAY NO I.D., LOT -3 BLOCK -33 LOT -2 BLOCK -33 FIP I/2° I.O. Z J Z0 =Z vLu 4 conic..; 5.0`: vuj u- 4 CONC. 9 -33 3' CONC. WALK FIP 112 NO 1.0 FIP I /2° NO I.D. LOT -22 BLOCK -33 W L M W B.C. Z 22.5' PWY • 22' PWY PROPERTY ADDRESS: 269 N.E. 99 STREET, MIAMI, FL 33138 ( FOLIO No. 11 - 3206.013.4570 ) DESCRIPTION Lots 20 & 21, Block 33, of" MIAMI - SHORES SECTION 1 AMD " according to the Plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Miami -Dade County, Florida. There may be legal restrictions on the subject property that are not shown on the Map of Survey that may be found In the Public Records of Miami -Dade County, or the records of any other public and private entitles as their jurisdictions may appear. The Map of Survey is Intended to be displayed at the stated graphic scale in English units of measurement. Attention Is brought to the fact that said drawing may be altered In scale by the reproduction process. This Survey was conducted for the purpose of a BOUNDARY SURVEY only and Is not Intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal descrlptlon was furnished by the client. The elevations of well - Identified features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1/10 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, including pavements, curbs and other man -made features as may exist. Weil- Identified features as depicted on this survey and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. LIST OF POSSIBLE ENCROACHMENT: N/A BENCH MARK USED Nth ' N 3 II 18 234E 3i¢14: :111 1:1 is .10' 1 341 1 1' IA 0 r6 Iq l ar. roq a 1s' • asa° a,.. .1101191.M r1 °� o-1 gel.. I. ~ t3TR E.E :1' 2 ',4,','°`'.f.-,1.:,--•,'.,1,!::,"!,!71"., 1 . 1 [( ! ' • IP. '.i .i.. , , F • i3 iG.JSi 161 t1 1E !. olitt It C!ti', ao ". Y•'IadT.w.. 3 a 7 a 0 A. '' IAIIn1 a L, II tlA LAI .1 , i • • J 33 SUi. S'i'ft 1-:11 t' DJ VJ U LOCATION MAP (NoT To SCALE) If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or Individual. Subsurface Improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared for the exclusive use of the entities named herein and the certification does not extend to any unnamed party. CERTIFY TO: ROBERT J. RODRIGUEZ & SALLIE A MARVIL RODRIGUEZ SURVEYORS CERTIFICATION: I hereby certify: That this "BOUNDARY SURVEY" and the Map of Survey resulting there from was performed under my direction and is true and correct to the best of my knowledge and belief and further, that said "BOUNDARY SURVEY" meets the Intent of the "Minimum Technical Standards for Land Surveying in the State of Florida ", pursuant to Rule 61017 -6 of the Florida Administrative Code and its implementing Rule, Chapter 472.027 of the Florida Statutes. AERIAL MAP (NOT TO SCALE) FLOOD ZONE INFORMATION: Community No. 120652 Panel No. 0093 Suffix: J FIRM Date: 03-02 -1994 Flood Zone: X N Armando Garcia, L. ARegistered Surveyor and Mapper No. 3109 State of Florida. ORIGINAL 05-30-2007 FIELD DATE REV!s!oNS: JOB No. 05 -532 -07 DRAWN J.V. ARMANDO GARCIA Land Surveyors & Mapper FLAGLER PARK PLAZA 8357 W Flagler St. # 345 MIAMI, FLORIDA 33144 PHONE: (788) 290 -4184 FAX: (305) 282 -1039 SHEET 1/1 PERlyklir APPROVED ZGhIiI,,G st,:,...,c? I j ELECTEICI. Pi UMS,N4 MECHANICA SHORES MLAG DATES RUCTURAL CALCULATIONS t_p MAR 0 5 2007 k BY: ...... ... 3 //4-/07 FOR sidntial Addition for Cllr. R berto Rodriguez AT E. 99th Street hores, Florida 3 BLDG. COMPLIAN E WITH ALL FEDERAL COUNTY RULES AND REGULATIONS BY •• • • • • • ••• • • • • . • • •• • • J. EDUARDO GONZALEZ, P.E., INCt""• STRUCTURAL ENGINEERS . • 717 PONCE DE LEON BLVD., SUITE 335 CORAL GABLES, FLORIDA 33134 : Tel. (305) 445 -5100 Registration No. PE 24927 EB No. 0006188 • • •.. • • .. ... • .. •• •• • • • • • • • .. •• . • l• • • • • • This cover sheet is provided as per Florida Statue 61015 -31 in lieu of signing and sealing each individual sheet. An index sheet is attached which is numered. J. EDUARDO GONZALEZ, P.E., INC. Structural Engineers 717 Ponce de Leon Blvd. Ste. 309 Coral Gables, Florida 33134 (305) 445 -5100 Fax (305) 445 -6644 P.E. #24927 STATE OF FL EB- 0006188 JOB 2eire E ck 'God- '- ,2 '. ''ZOb. SHEET NO. '2S1 / CALCULATED BY r`� k-zP DATE C) 24 22-ibA CHECKED BY DATE SCALE 2 3 4 5 8 7 8 1 2 3 4 5 8 7 8 1 2 3 4 5 8 7 8 1 2 3 4 5 8 7 C. f ti 8 1 2 3 3 • 2 1 r. «8 7 5 4 3 •2 7 • 1 8 5 4 3 is 2 1 «• 8 7 8 .... • 4 • 3 2 1 . .4 7 8 .:.....:..• .._± . _ . 4 014-4 038 II i • •••• } io • i •, fro !.... •A• • •r ••• - i• i 4•4•0. .4.4., t ? • 4 •i • 1141-0/ Ira • .._ «y_, . a 7 5 3 8 5 4 o-•- 7 5 4 1 4 4 n CO a m a m CO n m w CO a m CO. N m N m PRODUCT2O% EXISTING," IRESIPENCE L _ OFE` TERRACE 4' CONC. SLAB OVER VAPOR DAMPER ON WELL COMPACTED FILL W/6x6 1.4 X 14 W.WM. REINS (TYP) • 1 • F • •. ! • • •.••!. ••• • • ••• uF -a 1 ••• •••• • • • • • • • •• • 101 -0' TERRACE AND TRELLIS FOUNDATION PLAN •••• • • •••• • • • • • • • • •• •• • • • •••• • • • • •••• • • • ••• '• • • •• • • • • • •••• • • •••• • • ••• • • • •• SCALES 1PP ■ 1` -0' EXISTING IzSIDENCE (2)- 2'x12' P.T. WOOD W/%'. KWIK BOLTS BY NILT1 • 12" O.C., &i" Q' ED INTO CONC. PILLED CELL W/3000 PB.I. GROUT 3•X8' WOOD RAFTERS • 24' OC. TYP. NET UPI-FT • 80 P8F ON °b►' PLYWOOD SNEATNMG W/10d NAILS • 4' O.G. II 3.8:12 11 11 11 11 3.5d2 3.5:12 11 TERRACE TRELLIS SCALE V4' • 1' -0' W 10x12 STEEL BEAM • • • • •••• • • • • • • • • • • • • • • •• •• • 1.0•••• • • • � �... • •••• • • • • .••• •••• • • s ••• • • • • • •• •• •• • • • • • • • • • • •••• • •• • • •••• •. • • • • ,• • ••• • • • • • •• 4 J. Eduardo Gonzalez P.E. INC. 717 Ponce de Leon Blvd. Suite 335 Coral Gables Florida 33134 P. E. #24927 STATE OF FL EB- 0008188 Rev. 580 User KW 889, Ver6.8.0,1 -bea -2013 (o)1983 -2009 ENERCALC Vogiaearing Software Title : Dsgn Description : SnePe Job # Date: 9:56AM, 22 FEB o7 Description Steel beam design Steel Beam Design Page General lnfonnation Code Ref: RISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel-. Section : W10X92 Center Span 14.00 ft Left Cant. , O 00 ft Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Distributed Loads Pirated-Pinned Bm WI. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 36.00ksi 1.00 29,000.01ml Note! Short Term Loads Are WIND Loads. Using: W10X12 section, Span =14,0Oft, Fy = 38.0ksi End Fixity = Pinned- Pinned, Lu = 0.00ft, LOF =1.000 Actual 7.645 k-ft 8.416 ksi 8.384:1 Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress fv /Fv 2.184 k 1.165 ksi 0.081 :1 Allowable 21.562 k-ft 23.760 ld 27.004 k 14.400 ksI • Beam OK Static Load Case Governs Stress Max Deflection Length/DL Deti Lengthl(DL +LL left) -0.173 In 1,871.7 :1 971:9 :1 Max. M + Max. M - Max. M © Left Max M @ Right Shear © Left Shear el Right Center Deti. Left Cant Deft Right Cant Den ...Query Defl Q1 Reaction © Left Reaction @ Rt Fa c alc'd per Eq. 1 Beam Passes 7.64 k-ft 2.18 k 2.18 k -0.173 in amain 0.000 In 0.000 ft <<— These columns are Dead + Live Load .'T^c :t noted —4> • DL LL LL +ST LL LL +SF' • _ _ y_ @ Center • A Ga ten • • • • • 3.97 7.84 kit •••• •lY' • • • • •••• •kilt• • kit'.. 1.13 2.18 ••`••• 0•k. 1.13 2.18 k, -0.090 0.000 0.000 0.000 2.18 1.13 2.18 1.13 E2 -1, K" Ltr< Cc Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy -0.173 0.000 0.000 0.000 2.18 2.18 -0.173 0.010 0.000 0.000 2.18 2.18 0.�' • 0.00 �• w s 0.0•, • • 0. 000 • • • 0.••• Ih••. 0.1•:1 in•• 004•1n • o.onn k k • • • • • • • • • • • • • • • 4J• Eduardo Gonzalez P.E. INC. 717 Ponce de Leon Blvd. Suite 335 Coral Gables Florida 33134 P. E. #24927 STATE OF FL EH- 0006188 LRev: 580005 User. KW- 88®, Ver 6.8.0 1.t ee -3D03 (c)1983 -2003 ENERCALC Engiaeeting 5oitatate Title : Dsgnr Description, : Scope : Job # Date: 9:56AM, 22 FEB 07 Description Steel beam design Steel Beam Design Page Section Properties W10X12 Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design.... J Cw 9.870 in Weight 1202 #/ft 0.190 In hoc 53.800 in4 3.9601n Iyy 2.180 kt4 0.210 in S)ox 10.900 In3 3.541n2 Syy 1.100 1n3 0.960 In R xx 3.900 in R -yy 0.785 In 0.0501n4 Zx 12.600 in3 50.90In6 Zy 1.7401n3 1< 0.510 In • • • • •••• • • • • •• • • • • • • • • •• •• • • • • •••• •••• • • • • • • • ••• ••••• • • • • • •• Of •• • •••••• • • • • • • • • • •••• 11•••• • • • • •• • ••• • • • • • Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: To: CRUZ R. RODRIGUEZ Deliver To: 269 NE 99 ST. MIAMI SHORES,FL. Deliver To Address3 Tentative Delivery Date: Truss List Job Page: Date: Project Account No: Designer: Salesperson Quote 1 of 1 8/1/2007 7G56 mtm Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MTek 2020 software Pages or sheets covered by this seal: 0001 thru 0001 Total: 1 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7-02 per FBC 2004. Wind speed 146 mph.Exp: C Category II: Importance factor =1.00. Truss 0001 S1 Truss is is Miami Shores BY SUBJECT TO COMPLIANC WITH ALL Fr- C -F;AL STATE AND COUNTY RULES AND REGULATIONS Truss Truss AUG 0 r 2001 B Y: -_- -L - - - -- -- •• ••• • • • • • •• • • • . • • • . •• ••• •• • .... • .. .. .. .. • i•• • • • • • • • • • .. .. .. • .. .. ••• .. .. • • • • • ••• • • • • • • ... •... • • REMRESTO C0 ThERAS, P.E. Consul in9 Engineer Civill/S 101 ural 30 N. Miami AFL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) AUG ea 2007 , To: CRUZ R. RODRIGUEZ Production List Job Number: Page: 1 Date: 08 -01 -2007 - 8:12:00 AM Project ID: 7G56 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 269 NE 99 ST. MIAMI SHORES,FL. Account No: Designer: mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 4 S1 113 lbs. each 18 -6 -0 2X4/2X6 ROOF TRUSS 4.00 2.00 2 -0 -0 2 -0 -0 53 BF -Ea 213 Total • • ••• • • REMBERTO CONTRER t RE. • • C ®nsult%ng Engineer Civil /Structural • 30 N.W. , 87 Avenue, #C -101 ..' ... .. .. Miami, FL 33172 • • ••• • Phone: lrida P.E. E 21522)7 ••• • •• •••• • • • • • • • • • • • • ••• ••• •••• '.."...77°7°.347 / • • •• • ••.• • •••• • ••• • • • • • ••• ••• • • • • • • • • • • • • • • • • • • MEI01200? • • • •••• • • • • • • •• •• • • • •• •• ••• • • • ••• • • Job 7058 Truss S1 Truss Type ROOF TRUSS Qty 4 Ply 1 CRUZ R. RODRIOUFZ 0001 Job Reference (optional) BEST TRUSS CO., MIAMI, FL BEST TRUSS CO. 8.500 s Mar 8 2007 MiTek Industries, Inc. Wed Aug 01 08:12:24 2007 Page 1 -2 -0-0 49-4 9-3-0 13 -8-12 , 18-6-0 20-6-0 2 -0-0 4-9-4 4-5-12 4.00 12 14 8x15 MT16= 4 I`_ Fill" ,;' 4-5-12 4-9-4 2 -0-0 Scale =1:37.3 15 4x9 r 5 E3x4 001 =: aI�;I�► 3x4 13 �a' 2x4 = I 8 8x10 = 10 8 • ►`ri 18 2x4 _ r„ 7 � i- lo-MI 8x18 = 2x4 II 2x4 II 5x18 10.-"=-41 ■ 3x4 = 2.00 12 3x4 49-4 9-3-0 13 -8-12 18-6-0 4-9-4 4-5-12 45-12 4-9-4 Plate Offsets (X,Y): [2 0-3-8,0-2-8], [3:0 -1- 12,0- 1 -12], [5:0 -1- 12,0- 1 -12], [8:0-3-8,0-2-8], [9:0-5-0,0-34] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.73 BC 0.53 WB 0.48 (Matrix) DEFL In (Ioc) Udell Lid Vert(LL) 0.59 9 -10 >388 380 Vert(TL) 0.49 9 -10 >439 180 Horz(TL) -0.31 8 nla n/a PLATES GRIP MT20 244/190 MT18 171/147 Weight: 114 Ib LUMBER BRACING TOP CHORD 2 X4 SYP SS TOP CHORD Structural wood sheathing directly applied or 4-0-5 oc purlins. BOT CHORD 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2.8-5 oc bracing. WEBS 2 X4 SYP No.3 OTHERS 2 X4 SYP No.3 SLIDER Left 2 X 4 SYP No.2 3-10-9, Right 2 X 4 SYP No.2 3 -10-9 REACTIONS (Ib/size) 2= 119510.8 -0, 6= 1195/08-0 Max Uplift2=- 2811(LC 2), 8= 2811(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 24/45, 2- 13=3058/8734, 3-13=- 2978/6757, 3- 14=2828/5784, 414=258815801, 4-15=-2588/5801, 5-15=- 282815784, 5-16=- 2978/8757, 8- 18=305816734, 8 -74/45 BOT CHORD 2- 10=- 6077/2798, 9 -19=- 5984/2820, 8- 9=-5984/2820, 8-6=-607712798 WEBS 3- 10=- 502119, 3. 9=498/888, 49=- 3094/1185, 5-9=- 4981888, 5.6=- 502/19 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 148mph (3- second gust); h =20ft; TCDL= 9.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; C-C Exterlor(2) -2 -0-9 to 0-11-7, Interlor(1) 0-11-7 to 8-3 -0, Exterlor(2) 83-0 to 9-3-0, Interior(1)123-0 to 174-9; porch left exposed; Lumber DOL=1.33 plate grip DOL=1.00. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss requires plate Inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 5) Bearing at Joint(s) 2, 8 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2811 Ib uplift at Joint 2 and 2811 Ib uplift at Joint 6. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate lncrease=1.00 Uniform Loads (pif) Vert 1. 4=-90, 4-7 -90, 2- 9=-20, 8 -9=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Veit 1. 2=185, 2- 13=97,13- 14=84, 4-144' 4i1b7,:5- , 6•18s97,a•8 -7185, 2- 9=171, 8 -9=171 Horz 1-2=-183, 2 -13= 115,13- 14=82,•1- 14=115,41- 15al1$6,15- 1d=8t, 8.184115, 8 -7 =183, 2-9= -183, 8.9=183 3) 1st unbalanced Regular. Lumber Increase=1.33, elatelh8're$set1.0D • • • • Uniform Loads I • • • • Vert 1-4=-90, 4-7= -30, 2-9=-20, 8 -9=-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increases1.00 Uniform Loads (plf) Vert 1.4=30, 4-7 =90, 2.9=20, 8 -9=-2! • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe projectArchitect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical TRUSS PLATE INSTITUTE 583 D'Onotrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright ® by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. TRUSS STORAGE Trusses stored horizontally should be sup- ported on blocking to pirb ieih.dcassrve lateral bending and lessen medsti3rg ggirj.: •; • • • .. • • •. ••• •. • • ... Trusses stored vertically should be braced to prevent toppling or tipping. • • . . • • ., • • •• •• • • • • .. • • ••• • • Tag Une Oen NM' 1 I Approximately 1/2 truss length i I Approximately 1/2 truss length Truss spans less than 30'. Spreader Bar 1111111111- Toe in Toe In Approximately 1/2 to ifs truss len Spreader Bar Toe In Less than or equal to 60' Approximately 1/2 to % truss len th Tag Une MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is Installed. Tag Une Toe In ess than or equal to 60' Tag Une Tag Une Strongback/ SpreaderBar 10' Approximately VI to Vt truss length Strongback/ SpreaderBar Greater than 60' 10' 10' At or mid-height I % Of7 Apprdximately to Y, truss length Tag Une Greater than 60' GROUND BRACING:BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR GBC7--- ,�� Top Cho d-' / Typical vertical attachment End Wall Sic Plan \ Blocking Ground brace vertical (GBY) • Top Chord GBY let truss of braid group of trusses; End brace (EB). Ground Brace Verticals (GBY) Ground brace diagonals (GBD) Ground brace vertical (GBY) Ground brace diagonals (GBD) Note: 2nd floor system shag have adequate capacity to support ground' braces. —2 floor •• • • 1 • • • a • • • •/. • • • � • ••• • •• • • • let floor Backup • ,�„� = ••P • • sta• ke • • • • • •• •• • • • wound • •• 00 • • • • i • • • I • • • • • • • •/ /i r • Ground brace \ 10 truss of bra late/ (LBG) group of truss* f- End brace (EB) G i • ttfiiGi`, • •. • :. f • • Typical horizontal Be member with Strut (ST) • • • • 0041 multiple stakes (HT) • • • • • • • • • • Frame:2 •: •:. ••• :' •: •:• 12 4 a greater N.`_ -` SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP/DF SPF /HF Up to 32' • 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir-Larch HF - Hem -Flr All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce- Pine -Fir 10' or Greater r. Top chords that are laterally braced can buckle togetherand cause collapse If there fano diago. nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlr s are attached to thetopslde of the top chord. PITCHED TRUSS SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS ) . (# trusses'` SP /DF SPF /HF Upto28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace —� Required SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. • • r • frame 3 Top chords that are Laterally braced can buckle togetherand cauaecoilapae inhere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS •---1 4 or greater SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBs) BOTTOM CHORD DIAGONAL BRACE SPACING (Ms) (# trusses] SP/DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' intervals. =45° Permanent continuous lateral bracing as specified by the truss engineering. WEB MEMBER PLANE • •. •• • • • • • • •• • • • • • • • • • • • • • • . • Fram *'4': •.• • r • • • • •. .•• •• •• • • • •.... • •• • • SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DB5) [# trusses] SP /DF SPFIHF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Flr -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there Jana diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 1 10" or Greater' .•\V.` Attachment ; Required — 302 or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are essential stability and must be duplicat both ends of the truss system. 4x2 PARALLEL CHORD TRUSS:TOP CHORD 1 Top chords that are laterally braced can buckle togetherand cauaecollapse ifthere isnodlago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1y Continuous Top Chord Lateral Brace Required • • ; • • ... `:, •_, • • •• All latest • •• ,,;. • • • • : e,:• • • • °. End dtagoi als are dts*ntlPfor, •, • • • stabil* and•must be duplicated on both ends of the truss system. ••• • • • • ••• • • • • • • • • • •• •• • • • • • • •S• • • • • • ••• • • • • ••• • • • • • • •`R ame 5 • >.< L 31/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir Diagonal brace also required on end verticals. 12 3 or / greater \ 8' N All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle togetherand causecollapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puriins are attached to the topside of the top chord. MONO TRUSS PLUMB Truss Depth D(in) Lesser of D /50 or 2" INSTALLATION TOLERANCES D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' Maximum Misplacement }1/4 -}4 Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. Length L(in) BOW }1/1' I c ±1/4" L(in) t Lesser of L/200 or 2' L(In) •• • • • • •• • • • • • ••• : •50' 1.1,4 • j 42' 150" I.3/4' . •I 12.5', 100" 112" I 8.3' •• • • • • •• • • . • • • +1 • . . • • • : : • • • • dU- OF•BLANC IhtS1'A,LLATION TOLERANCES. • • • • •a - - - - - Lesser of L/200 or 2" L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' DANGER: Under no circumstances_ should construction loads of any description be pieced • • c !rgbrad Trusses Frame$ •• 5% • . .. •• MAXIMUM OVERHANGS OVERHANG WITHOUT RETURN LEDGER BOLTED TO THE TIE BEAM (BY BLOB) [MAY dE OMIrn° rot ©.N. 249) OVERHANG WITH RETURN GRADE OF LUMBER 18 ?SF SOFFIT 2 PSF SOFFIT 2X4 . 2X6 2X4 , , 2106 No.2ND 19 SP _ 2-8-3 3 -10-11 2-64 4-2'-9 • Na2 19 SP 2-9-15 4-9-11 2 -10.0 4 -4-11 No20 19 SP 3-0-2 4-4-7 3-0-Q 4-8-12 Na011 19 SP 3-8-2 4-5-6 3-0-0 4-8-11 Nai 19 SP 3-1-11 4-7 -15 ' 3-0-0 49-13 No.10 19 SP 3-3-0 4-9-10 3-1 41 4.10•i5 4.9-13 SS 19 Sr 34-0 5-14 5 -1.6. 4 -to-15 OSS 19 SP . 3-3 -q 5-2-G Z -ts , 4) -11E1 j:, Mink 1.OESAGN CHECKED FOR 145 MPH Wpm LOAD. 2. STRESS INCREASE -33%. ran Tt11j • 3:-4., • . BOT111411 •• :0: : SWAM VAC: • • • 45 • 30:': • • • 4300E •. • • T.C. 2.4 Nat 1• SP S.C. 2x4 M•.2 WISP W e. 2.4 M•.3 WISP STRUCTURES•JUSA,. SIC. mragost 800 p",i ••• MOO) "r44)41511$7? MI DORM a swim ALL Kum or sun s Tons- 9EMDERTO CoNT'RERAS,''PE:' ';onsuiting Engineer Civil/Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) 1007 APPROVED FOR STRUCTURES USA. INC. Flo Nano: ldadmum ONrhonps (Nov 2049" Shoot AAsodmum owrhMq • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• •• ••• • • • • • ••• • •