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BP-03-1090Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/7/2004 Electrical Permit Permit Number: EL2004 -148 Applicant: JOSEPH DAY Owner: DAY JOSEPH JOB ADDRESS: 1032 NE 98 ST Contractor A B DEPENDABLE SERVICE INC Contractor's Address: 14048 SW 139 CT Local Phone: 305 - 254 -7707 Parcel # 1132050180320 Legal Description: REV PL MIAMI SHORES SEC 8 Page 1 of 1 PB 43 -69 LOT 15 BLK 180 LOT Fees: Description Amount FEE2004 -5724 Building Fee $175.00 FEE2004 -5725 CCF $3.00 FEE2004 -5726 Training and Education Fee $1.00 FEE2004 -5727 Technology Fee $4.37 Total Fees: $183.37 Total Fees: $183470 fC Total Receipts:e_�n 133 31 Permit Status: APPROVED Permit Expiration: 11/23/2004 Construction Value: $5,000.00 Work: INSTALLATION OF RECEPTACLES, SWITCHES, LIGHTS Signed: (INSPECTOR) c) JUN 18 PAID In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: B PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.' ,20014 / g Master Permit No. a' P- 2.003 - 10 9 0 Permit Type (circle): Building Electric Plumbing � Mechanical Roofing Owner's Name (Fee Simple Titleholder) %/O S E.P f f �✓o eJ _. 1L Phone # ..Mr- %r/? -66:2- Owner's Address /0 32- N& 77/ '5 / City / /4 #t..(f g Watt State ri Zip Tenant/Lessee Name Phone Job Address (where the work is being done) /03?-,0E. 9 g SF. City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name A- /J DEeedA.a 98 CF .- ✓ /cc, Phone # 30.4-: z.4--q "7 7 07 Contractor's Address /410 qg 5- W . /3 9 GT City /4 /Q M I State ,. Zip 33 LC Qualifier ,4- c- t ro 31A-v,4 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1r0 tra Square Footage Of Work: Type of Work: IdAddition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ,0S7-ia4C- 7701.) C�' l�E c.440iZ)G.t_4.) -2-44/i7S—Q / GICsL ' ** * ** **x *********************Fees****************************** Submittal Fee $ SV' th . Permit Fee $ f > i U® CCF $ CO /CC Notary $ Training/Education Fee $ 1 Q (� Technology Fee $ \-11 r. Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ( 3 3, 3 7 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING. YOUR NOTICE OF COMMENCEMENT." e. Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is °issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ,2' day of , Z0 _, by , day of 1`) 4 k , 200 , by At egg r ,14 , who is personally known to me or who has produced who is personally known to ., e or who has prod/ d As identification and who did take an oath. as ide cation an h..;t'tl take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission E Signature X YlOut Contractor T My Commission Expires: * * * * * * * * ******** stet * * *** *** * *** * ****** * * ***** ** *** * * * * * * ** ***** *** *** ** **** **** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** * * * * * * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: aI. Commission # DD 035192 f Expires June 21, 2005 7F r %% Atlantic Cho 12/15/03 2' 4 #i /.oz-/ Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 �L Zoog -. ' r Permit No. Master Permit No. PO 200 3 /0,6 Permit Type (circle): Building Electrical �P� Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �/ 0 0, Phone # 30r ?4---/, g6 r Owner's Address 03 Z AJ — 9 S f • City Al/A - ..54044 to Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) / ©3 Z /i%f,- 9 S City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name A8' best:PA1Mot. W 46 Phone # 3.0r -24 7 - 7 ?07 Contractor's Address /9..7 G ea (. g City t 4 (/1 AL / ( State Zip 3 3Lg Qualifier &.Pa igi-A-11,4- Architect /Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: %�C.f76 /44Li Submittal Fee $ Permit Fee $ Z5 /'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) �J ! 1- 1-0,Keo wheA. 4-00K FA /A\ Mit yR , Bonding Company's Name (if applicable) 1 Bonding Company's Address City " ` State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD 'A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of DE �. , 20 ®�[ , by A tam 10 f� who is personally known to me or who has produced who is personally known to me As identification and who did take an oath. as id-1m cati m an, who 'd < +. e an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: _ ,�, ; Commi.�on My Commission Expires: My Commission Expires: - • 5i1 i•_ Expires June 21, 2005 t J�`ndo: �• _y� 77� ********** ttc************* * * *l't * * * * * * * * * * * *9e *7k * * * * * * ** pit******** * * * * * * * * * * * * * * * * * * * * *7k * * *9t�7® (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** * * * * * * ** * * * ** * ** * * * * * * * * * * * * * ** * * ** APPLICATION APPROVED BY;' /�;�/� •fans Examiner Engineer Zoning Cho 12/15/03 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) Buil lin Electrical Owner's Name (Fee Simple Titleholder) Owner's Address le) JUF„s et 0 % \c City pi / 4 tatoTeS State F Tenant/Lessee Name Permit No. Master Permit No. Plumbing Mechanical Roofing Phone Zip 3? 1 3' Phone # Job Address (where the work is being done) /'61 A.)6 ge S*fee -f City Miami Shores Village County Miami -Dade Zip 33136 Is Building Historically Designated YES NO Contractor's Company Name Ia,Wc L Contractor's Address tf / At 90 f° to C i t y 0 4 1 f "' / State F j Qualifier Art ka wei Phone # ���"�� 2 - -- Zip 3_71Ze State Certificate or Registration No. CO? C CS) W 9 Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Phone Type of Work: ❑Addition ['Alteration Describe Work: (`CEO 'a(o [New Square Footage Of Work: ❑ Repair/Replace ❑ Demolition * * * * * * * * * * *. * * ** ** ** * * * * * * * ** Fees* * * * * * * * * ** * * * * * ** * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Code Enforcement $ Structural Plan Review. $ Zoning Total Fee Now Due $ 3 5 (Continued on opposite side) CCF $ , CO /CC Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING; SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven .(7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatuly Signature Owner or Agent The foregoing instrument was acknowledged before me this The for day of , 20 _, by , day off who is personally known to me or who has produced who is personally . ' ' p to me or who has produced Contractor ing instrumentw edged before me this 11 . As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: entification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 1 ***************************************************** * * * * * * * * * * * * * * ** * * * * * * * ** * **' ** , **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13103 * Commis as on DD231 984 ** * * *' yi i�c Thai* * ** +'liNl'ft ►3bn iin ('� _ ir:. * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ti Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel,: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No.. C.°,.6 Master Permit No.N0 Permit Type (circle): Building EIectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Owner's Address t b City f tam, S\ tj Tenant/Lessee Name Q 41,)F 9,0 sveekt State �� Zip 331? 0 Phone # Phone # Job Address (where the work is being done) l 0 g"z 90 Sit c€A-" City Miami Shores Village County Miami -Dade Zip 331 3b Is Building Historically Designated YES NO 4• Contractor's Company Name .�7,/i1)1) Vic 0.10Ce Phone # ?0.-- ,-56 _ 76' 7 Contractor's Address 43‘./ t /l/fr1 5-7. 4/E— City i sP State °7Z. Zip 2 /4' Qualifier State Certificate or Registration No. °' 0 0 66 / 9 ( Certificate of Competency No. (/ L 0 a c) 2 I Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition ❑Alteration Describe Work: ce V t (t c ['New Square Footage Of Work: ❑ Repair/Replace ❑ Demolition * * * * * * ** * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * *F.** Submittal Fee $ Permit Fee $ Notary $ aining/Education Fee $ Scanning $ 't ' c '" Radon $ Zoning fv Code Enforcement $ Total Fee Now Due $ CCF $ CO /CC Technology Fee $ Bond $ Structural Plan Review. $ (Continued on opposite side) 3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's.:Name (if applicable) .Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day oft i ® , 2001, by E G ra be ?1 Cams j -, 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. bn v err bang-as identification and who did take an oath. NOTARY PUBLIC: Si NOTARY PUBLIC: Sign: Print: Print: 1-11 0Sf7T1 Z . i opto- My Commission Expires: My Commission Expires: o``Nr' ?iy MioSOtis Z. Rodriguez ********************************.****************** * * * * * * * * * * * * ** * * * * * * *** * * ** **** a.a %p ies', u g .' � Bonded Thru ��,lo Atlantic Bonding Co., Inc. *************************************************** * * * * * * * * * * * * * * *** ** *, * * * * **** ** * * * * * ** * * ** * * * * * * * * * * * * *: * ** APPLICATION APPROVED BY: .� �! �y ->" P ans Examiner Engineer Zoning Cho 05/13/03 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address t 0 37- J City M �rLUw . .�G C Tenant/Lessee Name State Permit No. Master Permit No. Plumbing Mechanical Roofing satmes cts etA Phone Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO kyE q o \ce County Miami -Dade Zip 3 Contractor's Company Name Sec 1 es Cwt ,� Phone Contractor's Address City Qualifier State Certificate or Registration No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Additio ❑Alteration :New ❑ Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Notary $ Scanning $ ',CPW $- m &I CCF $ CO /CC Train ftd% Radon Code Enforcement $ Fee $ Technology Fee $ Zoning Bond $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured. for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S 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 instmment 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. . Chc 05/13/03 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 Commission Expires: *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** nr / �' - - —mac' %� 60'41ans Examiner Engineer Zoning * -Tgo? Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 6/7/2004 Applicant: JOSEPH Owner: DAY JOB ADDRESS: 1032 NE 98 Contractor AROUND THE CLOCK Local Phone: 305 - 556 -7667 Parcel # 1132050180320 Mechanical Permit Permit Number: MC2004 -84 DAY JOSEPH ST Contractor's Address: 16361 NW 57 AVE. Legal Description: REV PL MIAMI SHORES SEC 8 Page 1 of 1 PB 43-69 LOT 15 BLK 180 LOT Fees: FEE2004 -5728 FEE2004 -5729 FEE2004 -5730 FEE2004 -5731 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $100.00 $1.80 $0.60 $2.50 $104.90 Total Fees:$11q % %. Total Receipts: 10.00 Permit Status: APPROVED Permit Expiration: 11/24/2004 Construction Value: $2,800.00 Work: NEW 2 TON SYSTEM AIR HANDLER AND CONDENSEN INSTALLED NEW EXHAUST FAN Signed: (INSPECTOR) JUN 0 8 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request P q Date t �<5 Type Insp'n Permit No. Ol // J Name 0 Address )03 NE q 6 Company 53 Phone # Inspection Date { 1 Approved Correction Re-Insp'n Fee , 'f (,I lir ." MIAMI SHORES VILLAGE .BUILDING. DEPARTMENT 305- 795 -2204 Building Inspection Request Date Typs Insp'n P snit No. Name Address Company Phone# _.. . Inbplztion pate . . Apprravee' Cprrectic n lie -Inp' n Fee Miami Shores Village Building. Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Permit No. met Ok . Master Permit No. 6P — 2a53 ®/ 05o Electrical Plumbing Owner's Name (Fee Simple Titleholder) i d V / c/C76.earee Owner's Address /03 R ,/ J 9y 577 City 1-tiAr of ,c45J State ,. Tenant/Lessee Name c Job Address (where the work is being done) /O.? „eug 9k 5R Phone # Roofing Zip Phone # City Miami Shores Village County Miami -ade Zip Is Building Historically Designated YES NO Contractor's Company Name /i % L/uo o (o k 4p Contractor's Address / ip 3 (0 / /1dit) City /'"// i State Qualifier i g /�y‹Qu '- Phone # k $56 -766 7 Zip e33 /9" Architect/Engineer's Name (if applicable) /ll `; `! % ' i/ (6)4 one # , . 576 /old $ Value of Work For this Permit U0 Square Footage Of Work: Type of Work: ['Addition ['Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: j11 Ai r i h9yLi ,5-2074,e(30)el p 43j�, j * *** * ** * * * * * *** * * * *** * * * * * ** Fees * * *** * *** * ** * * * * * * * * * *** * * * * ** Submittal Fee $ �.C�7/( •Permit Fee $ till s CCF $ CO/CC Notary $ Training/Education Fee $ ' 6 U Technology Fee $ , S-0 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 G'ey_ City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the abs ggce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of , 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 F 20 V T, 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: obon 111 Ex�� 010,1::„( 't 2007 Bonded Thru Atlantic Bonding Co., Inc. (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 12/15/03 14) 6.04.0.0 -. Plans Examiner Engineer Zoning Inspection Date: 06/18/2007 Inspector: Grande, Claudio Owner: DAY, JOSEPH Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1032 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Block: Permit Type: Imported Permit Inspection Type: Final Building Work Classification: <NONE> Phone Number Parcel Number 1132050180320 Lot: Phone: 786 - 277 -9540 Building Department Comments GARAGE RENOVATION AND ADDITION JON 1 9 2007 Passed °t1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, June 14, 2007 Page 1 of 2 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request Date 1 Type Insp' n e ldq � IQ JO Permit No. 6P 03— 109 Name Address Company Phone # Inspection Date 40 2 1032_ IJE., qrsi- lCCtw°, le � Approved 305- 795 -2204 )1( 0 N C O Inspection Date )114,,,r o O G C O U O u MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Type Inp'n T .cYJ Cri Permit No. Name D CI L Address I 0 3 2. NJ E C1 t Company SS Phone # Inspection Date Approve0 Correction Re- Insp'n Fee ❑ pa o nA /c OSOAJ /y q Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2003 -1090 Printed: 7/26/2004 Applicant: JOSEPH Owner: DAY JOB ADDRESS: 1032 NE 98 Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132050180320 DAY JOSEPH ST Contractor's Address: P.O. BOX 531051 Legal Description: REV PL MIAMI SHORES SEC 8 PB 43 -69 LOT 15 BLK 180 LOT Fees: Description Amount FEE2004 -5750 Building Fee $1,860.00 FEE2004 -5751 CCF $37.20 FEE2004 -5752 CO /CC $50.00 FEE2004 -5753 Notary Fee $5.00 FEE2004 -5754 Training and Education Fee $12.40 FEE2004 -5755 Technology Fee $46.50 FEE2004 -5756 Scanning Fee $90.00 FEE2004 -5757 Radon $7.02 FEE2004 -5758 Zoning Review $40.00 FEE2004 -5759 Builders Bond $300.00 FEE2004 -5760 Structural Fee $100.00 Total Fees: $2,548.12 Total Feedi12,548.12 Total Receipt$2,548.12 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and In strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2003 -1090 Printed: 6/8/2004 Applicant: JOSEPH DAY Owner: DAY JOSEPH JOB ADDRESS: 1032 NE 98 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132050180320 Contractor's Address: P.O. BOX 531051 Legal Description: REV PL MIAMI SHORES SEC 8 Page 1 of 2 PB 43-69 LOT 15 BLK 180 LOT Fees: Description Amount FEE2004 -5750 Building Fee $1,860.00 FEE2004 -5751 CCF $37.20 FEE2004 -5752 CO /CC $50.00 FEE2004 -5753 Notary Fee $5.00 FEE2004 -5754 Training and Education Fee $12.40 FEE2004 -5755 Technology Fee $46.50 FEE2004 -5756 Scanning Fee $90.00 FEE2004 -5757 Radon $7.02 FEE2004 -5758 Zoning Review $40.00 FEE2004-5759 Builders Bond $300.00 FEE2004 -5760 Structural Fee $100.00 Total Fees: $2,548.12 Total Feesi2 48.12 Total Receipts: :00 33V. C -C Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address Permit No. ep 09 - /ago Master Permit No. Electrical Plumbing Mechanical Roofing Day Phone# 525 --'757 X666 City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) /0 i. 9' 9 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: 74002 4-5" Type of Work: ddition DAlteration :New ❑ Repair/Replace ❑ Demolition Describe Work: Acich,404.. * * *** * * ****** * * * ** * * *** * * *** ees ** * * * * * * ** * * ** * ** * * * * * * * ** * * ** -0�. Submittal Fee $ Permit Fee $ � � CCF $ 40 CO /CC Notary $ 5 Training/Education Fee $ s Technology Fee $ y Z'o Scanning $ � ®" Radon $ 70 Zoning 1 Code Enforcement $ Structural Plan Review. $ 1,00• Total Fee Now Due $ 9 (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD 'A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF. COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 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 ,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: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No: *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 * *r ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JUN - 4 200k Plans Examiner Engineer Zoning PERMIT APPLICATION FOR MIAMI SHORES VIL • 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • F Date 4/ D41/ 03 Job Address IOiw lye go s t • Tax Folio f ECEIIVE© tit5668 ettr Legal Description Historically Designated: Yes No Owner/Lessee/Tenet lit9Sel WORN kitl Master Permit # t) 2 ars3 kr) l O Owner's Address 1012 Ate gem ,Syr'Cd -. Contracting Co. Address 3.0c 75"7 64".2 Qualifier State # SS# Phone Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING )4TRK DESCRIPTION: Dfrraey ren.' MECHANICAL ROOFING Square Ft. s 'mated Cost (value) / OA) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to the w r ate to O j er and/or C ommission Expires. s,rr' FEES: PERMIT RADON APPROVELaa Zoning Mechanical Plumbing '01 . CAS : 7/7 3 G° ✓'60 Building o as to C f tractor or ! / er r Becker My Commission DD1 ,50049 w# Expires idovembns 15, 20U6 My Commission Expire NOTARY < s 0 6 BOND Wan Zayis4,11cE7. r, o a TOTAL DUE Electric Structural Engineer 2 L ¢` �7 4- ,C. -4- 50/eV ..i - go, a ,/54,�o D-co -OCR 22 July 2004 Building Official Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FI. 33138 Re : Day Residence Addition 1092 NE 98th Street Miami Shores, FI. ARCHITECTURE ENGINEERING CONSTRUCTION ■ • • Sir / Madam : Please be advised that on Friday,16 July, 2004, this office inspected the steel pile and footing foundation for the above referenced project. It was observed to be as described by the permit plans. Particularly, the 3" dia. steel piles were found to be 3' c/c with 8" x 8" x 1/4" steel plates w/. (4) #5 rebars x 6" welded to plate. The installation was as performed in a workman like manner as per the Florida Building Code, latest edition. Should you have any question, and or comments, please do not hesitate to contact this office. wa ndrae aulkner, R.A. Princip I DZN I T'L. INC. MIAMI DESIGN CENTRE 4141 NE 2ND AVENUE MIAMI * * * * ** FLORIDA 305. 576. 1080 4/19/2006 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 To: Current Owner 1032 NE 98 Street Miami Shores Village, FL Permit: BP2003 -1090 Address: 1032 NE 98 Street Miami Shores Village FL Date Expired: 8 -8 -2005 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. Sincerely, MabL1Vargas Administrative Assistant IMPACT FEE RECEIPT PROCESS #: B20041100004.0 BATCH: FOLIO #: 1132050180320 SITE ADDRESS: 1032 NE 98 ST FEEPAYER: DAY, JOSEPH 1032 NE 98 ST MIAMI FEE DIST. CAT. TYPE ID CODE FL 33138 CATEGORY DESCRIPTION COLLECTION NO.: 62923 UNITS FEE DATE: 07/26/2004 EXTENDED AMOUNT r. •r.r•r {r•r• o -UN•r•r.r•r •• •r ••r. r.r•• •r .•a.r•r. r•r.— •.A••�w r. 804 —.�Y.0.9180 a. r•�. r.— Tw�•�.�r•� AREA 1.0 5002 00 UNIT SIZE (SOFT) 804 0.9180 738.07 IFSRP0005T $738.07 73 $0.00 NOTICE OF COMMENCEMENT A RECORDED COPY MST BE POSTED ON THE XI SITE /if ME OF FIRST INSPECTION PERMIT NO. g P- 200 3 -109 0 TAx Fouct No. STATE OF FLORIDA; COUNTY OF MLAMI-DADE 111111111111 11111 11111 11111 11111 11111 11111111 CFN 2004R0461862 OR Bk 22382 Ps 0320; ClPs) RECORDED 06/0972004 14:46:17 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of COrnmercement. 1. Legal description of property and street/address: 1.1)$ \If (16 cAy 2. Description of pmme tjwL (01411Thrl /10-64,11 4- rtd4wAi 3. Owner(s) name and address: 1-f*GP(4- TPLIYV 4 ailfAr"- 0, lir i 4 V (A, StAirlfi 1, 3 Interest in property: O(A.JA e-r" Name and address of fee simple titleholder. u 4. Contractor's name and address: Vettil t4C4A-4-Ctet‹. 5. Surety: (Payment bond required by owner from Name and address: Amount of bond $ 6. Lender's name and address: tioc- ,p LA). qQce4. CoXIINIT OF DADE • - !itr5 is a eon A L'il--rSkp 2 • untv .S 1: CO'. 7. Persons within the state of Florida designated by Owner upon whom n provided by Section 713.13(1)(7., Florida Statutes, Name and address: 8. in addltlon to tdrnseff, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date is specified) Signature of (3%, „71 Print Owner's Name :Vt,tVit'Lf4-11\-- ber- Prepared by 4( al/ 0.44A Swam to and before me this ID_ day of f-ea 200A. Address: _30 c/65ve6 /44 it.oet-5 Fi ??, Notary Public Print Notary's My commission expires: 123.01-52 PAGE 4 8/02 11M111. " umwaimistraii="tqlo.-- Commission 400231984 -1; 14 kt Atlantic Bonding Co., Inc Miami Shores Village Building Department Permit No. Page 1 of 2 1/5/05 2ND REVISION BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 03 -1090 1. Still need to provide new elevations and design pressures for new window on west side of house. Reprint pages incorporating all previous revisions and notes added to plans including the elimination of the storage area clouded and noted on plans by the design professional. CURTIS CRAIG 1/05/05 305 - 795 -2204 DoW'ef look pI&ts 410s Miami Shores Village Building Department )z,er /0 GI 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No 13P e23 7/ 090 Job Name BUILDING CRITIQUE SHEET 50/oAli4-- a 4e9/1 rgpc,i‘f T� PrD uirk d1r 46kr1'zy 011/4-4c1-11/ r F004,A7L1;43) (;5 erQ�y 7YA03 PLAN REVIEW COMMENTS PROJECT NAME �� s j PROJECT ADDRESS : / ©i'' • DATE ,7a ✓ u'4Y 42'3 REVIEWER: , j1� !�4���" �'�/GG c)X S'z SHEET NUMBER : ` l — 3 COMMENTS 5 j��- c-7/2 G c 'f #' /1 rte ei> s - A- c .0f "fry' • fir% 7/l4' ,tit--d , _ c o Y v-47 nil, /3 a/'t & i)-- X79 i e- .51-.72"C 1, a -ec p Signe ure of Inspector Date Signed Title Total Number of Hours (PLEASE TURN • IN A. COPY OF THIS FORM A.S YOUR TIME SHEET: FOR ALL PLAN REVIEW) - Mia 0-"-t tr/zazi:: iiI 1(i Dep . V itat..24„ - 4z, rrrti Pr% I- Permit No., 6/21:,. A In 1 1 7/0i P T.: VISION BUILDING 4.-:1=-OTIOW4',, SHEET 10050 N.E.2nd Avenue Miami Shores, Florida .33 1,38 Tel: (305) 795:2204 Fax: (3(35) 756.8972 RP 01-10tv , _tat hapneed to new storage area addition? fekGpi "------' nit paR-es incorporating all nrevimis rpviRiftwis 4:1 vld notes added t phis ,e1160 include new elevations alga design Pressures. 7, 0 s '.Zr Ei ior S 1OII f rtarrecreal TMEDS tor 0 UT re-static-data'. pline"F1711ff RFS.: FOR QTrilittigeirtiv rvE. CORRECTED A -=.-rg-,4 _EL +71 n.sL ea_ a I +01,__." ,P4 7.! -2.-• Asti-IL N1,3 -WaT 11) -.1 Q: vit 077-D rif -VNIC g A 2: I ra. It7.1 11/4). 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORR— ECTED PAG14-1,S= A.Mr ARK OLD PACTS "VOL ON 17H] ON iHE FACE OF EAL.14 SHEET. Miami Shores Village Building Department Permit No. Page 1 of 2 1/5/05 2ND REVISION BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 03 -1090 1. Still need to provide new elevations and design pressures for new window on west side of house. Reprint pages incorporating all previous revisions and notes added to plans including the elimination of the storage area clouded and noted on plans by the design professional. CURTIS CRAIG 1/05/05 305 - 795 -2204 Miami Shores Village Building Department �o fZJO1 'QIKawdletc ttna-)s . co 11 10050 N.E.2nd Avenue Zi l v Miami Shores, Florida 33138 v./2AS • Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (31903 °—'1 Job Name BUILDING CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 03 -1090 Page 1 of 2 Third Critique BUILD 1 G CRITIQUE SHEET 1. Still need to �' bmit e mit applications for all subs - ectrical, mechanical, plumbing, roofing, shutters. 2. Product approval 01- 0226.04 for SH windows are missing sheets 1 thru 8 of 8 that are legible and meet design pressures. 3. Still need to provide stair manufactures shop drawings. CURTIS CRAIG 4/28/04 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 03 -1090 Page 1 of 2 Second Critique BUILDING CRITIQUE SHEET 1. Complete new sets of plans have been submitted and old sheets have not been returned -a complete review must be done. 2. Items 2, 3, 4 from first critique has not been addressed. 3. Address structural comments. 4. Provide stair manufactures shop drawings. Follow the procedures for submission of corrected plans for your resubmittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THE SHEET VOID. Page 2 of 2 C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 3/25/04 305 - 795 -2204 r Miami Shores Village Building Department 3)1-11DI 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. e3-/090 Job Name Pay ieepd. `offi ,vg fc j STRUCTURAL CRITIQUE SHEET 3f'3rci- j ?134 &/5/ 61,0 /3' eos417 /ed Arie - she-kr- 4 i7e41 /7 Id 4 drej$ Di'u/ be v-i P /dzde d y/ Io s el: 66-4 '129 /t $T4 ate 5-1, ✓ ) Cols, a need 4- i5 ver /. avid V2, ` 'e5 g ©<<,, v47b' . TA ‘ffyi, lus/Ce eazh fIJ `iefzj l 1 .ery c(„41-cT, b-ed44,1 d e5 T. 3/8 '' 5 cry 7) fiT'2'7d a. 3x 8 /eel-yet' ! ote,11k1 1.0 Jai -I-' .194.? - /o3z Ne 91 504 :c : 7 R. ': D1 7 -3/ -03 p."-GE L m► Qt 5,44. e-7 ire5 wwa fedi 0 /% e, /L/ efi / rtear p` /ed i iW e A+loe_k . / sheds, a4a /-0 if/ !-(u Mint r urn. Ql(/ek dpt- G:S WI14 -/ .3215 24 N ``_ ✓ Daea itt AV - he Truss- v e, J�6Zf i .yam e0 � e�v�t. S. .e 55tve - Vev"i•cy. �L�- � 1�W are /-AeSe j D IS • 19r� S �vr �y u�i /er ? L� W old ref , New, l -_ ! • c p -2Cx , -1 0°10 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPT ANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Yale Ogron Manufacturing Co., Inc. 6741 West 18th Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in .areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 6800 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W96 -25, titled "Series 6800 Alum Horizontal Sliding Window ", sheets 1 through 4 of 4, dated 8/1/96, with revision C dated 09/04/02, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent Iabel 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 and shall be available for inspection at the j NOA renews NOA # 99- 0908.02 and c The submitted documentation was review `the user by the manufacturer or its distributors t of the Building Official. 1 as well as approval document mentioned above. NOA No 02- 1107.02 Expiration Date: January 23, 2008 Approval Date: December 19, 2002 Page 1 1.438 L_ i.-.312 687 FRAME HEAD —1.875 .062 1.282 VENT TOP/BOTTOM RAIL .875 .062 1.875 FRAME SILL JAMB STILE 1.469 SILL RISER 1x-L000 .812 .062 1 -#---I � 1.656 .906 .625 1 .344 .750 MEETING RAIL --1 .625 r 1.875 —1 .687 .500 FRAME JAMB VENT [___1.773 4 F9I37 �I 1 L_ 1.125 FIXED MTG. RAIL FRAME JAMB FIXED GLASS WIDTHS TO BE EQUAL• ON MOVING AND FIXED LITES, 6" MAX. TYP. HEAD /SILL CORNERS 15" MAX. VENT HEICHT 33 3/4' 1 It MAX. JUK* OPTIONAL b O.L OPG. 1 1 ti Ii It i OIi 1 I I II 35 1/2' 23 1/4" D.L OPG. 26 3/8" VENT WIDTH 52 /8" WINDOW WIDTH 23 7/8" O.L. OPG. JAMB CORNER 6" MAX. TYP. 15" FALSE MUNTINS HEAD /SILL CORNERS j II ) MAX. JUK* OPTIONAL ALL Arrltto r ,1 I, 11 ii ii. ii it II ,1 I I II it n ri 11 it '�. ,1 I, it it it 11 .L u yr " I I JL!II. 11 11 ti �II II it it ii 'tr- - -ss -- 11 it 11 II t1 I3 11 1\� l 1s\; I�\ 1s = --n --- ,� It it II 11 11 -- n- - --11 II II It II 11 II 0 J ci -- II II ! --- rt- - -qP -- ii � �I"I 11 C �I It v II it tl -- n-- -'tl-- II II II 11 , It 11 1 29 9/16" 29 5/16" 29 9/16" D.L. OPG. 31 7/8" D.L. OPG. D.L. OPG. 31 7/8" 1O VENT WIDTH VENT WIDTH 96 1/2" TYPICAL ELEVATION NESTED UNITS SERIES 6800 ALUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. THESE WINDOWS ARE NOT RATED FOR IMPACT. MIAMI —DADE COUNTY APPR'D IMPACT RESISTANT SHUTTERS ARE REOD. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WINO LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE !(I 16557 d PRODUCT -"IL as complying with the Florida Balding Code Acceptance 2- ♦ Q� piraiiun date No iv wow Ry / ` 4 Mia Dark Product Cont Div c U z U co ci ▪ O Z 11.1) O c13 • • LI- O 3 > c 0 n U 0 2 l7 1 1 fA 0 u 4 r x ar a 0 to 10 m drawing no. W96 -25 (sheet 1 Of r4 j DESIGN LOAD CAPACITY - PSF IXO OR OX SIZES) WINDOW DIMS. WIDTH HEIGHT A DSB ANN. GLASS 3/16" ANN. GLASS 3/16 TEMP. GLASS ANCHORS TYPE 'A' ANCHORS TYPE A. ANCHORS TYPE `B' 1 ANCHORS TYPE 'A` ANCHORS TYPE 'B` EXT.(+) INT.( -) EXT.( +) 1 INT.( -) EXT.( +) I INT.( -) EXT.(+) I INT.( -) EXT.( +) I INT.( -) 24' 36" 48" 60" 72" 24" 36" 48" 60" 72" 24" 55.3 139.0 55.3 1 139.0 55.3 210.0 1 55.3 1 139.0 55.3 210.0 3 55.3 98.0 55.3 139.0 55.3 202.2 1 55.3 1 139.0 55.3 210.0 4 55.3 78.5 55.3 139.0 55.3 143.3 1 55.3 139.0 55.3 210.0 5 55.3 63.8 55.3 110.4 55.3 110.4 1 55.3 1 139.0 55.3 210.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. WIDTH HEIGHT A 3/16" ANN. GLASS 3/16" TEMP. '';LASS ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'A` ANCHORS TYPE `8, EXT.( +) ! INT.( -) EXT.( +) 1 INT.( -) EXT.( +) 1 INT.( -) EXT.( +) INT.( -) 5 X X 55.3 91.1 55.3 91.1 55.3 115.8 55.3 1 97.5 36" 2 55.3 92.7 55.3 92.7 55.3 ! 158.0 I 55.3 92.7 53.3 158.0 3 55.3 60.9 55.3 92.7 55.3 1 136.5 1 55.3 92.7 55.3 158.0 4 51.7 51.7 55.3 90.8 55.3 90.8 1 55.3 1 92.7 55.3 138.0 72" 85" 96" 108" 72" 85' 96" 108" 24" 55.3 115.8 55.3 1 144.0 55.3 115.8 55.3 197.5 55.3 117.7 55.3 1 118.7 55.3 117.7 55.3 200.8 7 55.3 103.3 55.3 1 103.3 55.3 121.6 55.3 207.4 8 55.3 91.3 55.3 1 91.3 55.3 1 23.6 55.3 210.0 36" 5 6 55.3 77.2 55.3 78.4 55.3 1 91.1 55.3 1 78.4 55.3 77.2 55.3 131.7 55.3 78.5 55.3 128.5 55.3 71.2 55.3 ! 71.2 55.3 81.1 55.3 124.2 8 55.3 65.3 55.3 I 65.3 55.3 82.4 55.3 122.6 5 X X 55.3 74.9 55.3 74.9 1 55.3 92.7 55.3 126.1 5 X X 55.3 65.2 55.3 I 65.2 1 55.3 77.2 55.3 122.6 24" 36" 48" 60" 72" 48" 2 55.3 66.2 55.3 69.5 55.3 118.5 1 55.3 69.5 55.3 118.5 45.5 45.5 55.3 69.5 55.3 110.6 1 55.3 69.5 55.3 113.2 72" 85" 96' 108" 48 ". 5 55.3 57.9 55.3 1 68.5 55.3 57.9 55.3 92.0 6 55.3 58.7 55.3 1 58.7 55.3 58.9 55.3 82.9 7 52.2 52.2 52.2 1 52.2 55.3 60.8 55.3 77.6 8 50.8 50.8 50.8 1 50.8 55.3 61.8 55.3 73.6 4 X X 55.3 68.1 55.3 68.1 1 55.3 69.5 55.3 92.0 5 X X 55.3 55.5 55.3 1 55.5 1 55.3 69.5 55.3 80.3 5 x X 50.7 50.7 50.7 1 50.7 1 55.3 57.9 55.3 73.6 72" 85" 96" 60' 5 55.3 46.3 55.3 1 57.3 55.3 46.3 55.3 69.0 6 45.2 45.2 45.2 1 45.2 55.3 47.1 55.3 61.2 7 42.0 42.0 42.0 1 42.0 55.3 48.7 55.3 56.4 24" 36" 48" 60" 72" 60" 2 33.6 33.6 55.3 55.6 55.3 94.8 1 55.3 55.6 55.3 94.8 3 X X 55.3 55.6 55.3 86.6 1 55.3 55.6 55.3 86.6 4 X X 55.3 55.6 55.3 56.9 1 55.3 55.6 55.3 69.0 5 X X 42.2 42.2 42.2 42.2 1 55.3 55.6 55.3 58.9 5 X x 39.2 39.2 39.2 39.2 52.4 46.3 52:4 52.4 26 -1/2" 37" 53 -1/8" 72" 26" 2 55.3 116.2 55.3 116.2 55.3 198.1 55.3 116.2 55.3 198.1 3 55.3 88.9 55.3 124.8 55.3 177.1 1 55.3 124.8 55.3 210.0 4 55.3 67.5 55.3 115.7 55.3 115.7 55.3 115.9 55.3 197.7 5 X X 55.3 82.6 55.3 82.6 1 55.3 124.8 55.3 210.0 26 -1/2" 37' 53 -1/8" 72" 38 -3/8" 2 55.3 78.7 55.3 78.7 55.3 134.2 55.3 78.7 55.3 134.2 3 55.1 55.1 55.3 84.6 55.3 121.6 1 55.3 84.6 55.3 144.2 4 X x 55.3 78.0 55.3 78.0 1 55.3 78.5 55.3 119.2 5 X X 55.3 60.5 55.3 60.5 55.3 84.6 55.3 108.1 26 -1/2" 37" 53 -1/8" 72" 50 -5/8" 2 51.2 51.2 55.3 59.7 3 37.7 37.7 ' 55.3 64.1 55.3 1 101.8 55.3 1 101.3 55.3 59.7 55.3 101.8 55.3 64.1 55.3 103.8 4 X X 55.3 58.6 55.3 58.6 1 55.3 59.5 55.3 80.1 5 X X 47.4 47.4 47.4 47.4 55.3 64.1 55.3 66.9 26 -1/2" 37" 53 -1/8' 72" 63" 26.3 26.3 55.3 48.0 3 X X 55.3 51.5 55.3 1 81.8 55.3 1 79.9 55.3 48.0 55.3 51.5 55.3 81.8 55.3 79.9 4 X X 46.1 46.1 5 X X 36.6 36.6 46.1 1 46.1 36.6 1 36.6 55.3 47.8 44.7 44.7 55.3 57.9 44.7 44.7 A = NO. OF ANCHORS PER HEAD & SILL A = NO. OF ANCHORS PER HEAD & SILL XO ox C 0. xOx APPROVED CONFIGURATIONS CLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED L1T£S ROLL FORMED GLAZING BEAD DSB -ANN. GLASS OR - 3/ 16" -ANN. GLASS OR 3/16" -TEMP. GLASS GLAZING COMPOUND SCHNEE MOREHEAD # 5555 GLAZING OPTIONS Engr: CR. HUMAYOUN FARCOQ STRUCTURES FLA. PE ij 16557 PRODUCT RENEWED A3 complying with the Florida Building Cnde Acceptance No 0 piralion pate fay MID Div . in Dade Product Coat m 0 rn Z p �c 0 0 0_ (3.4 'k$ CO a C.) W o, z co 0 ¢av N PT.1 ,L,tW JJ 0 N a 2 0 3 S A r ) description 0 drawing no. W96 -25 (sheet 2 of 4-1 a WINDOW HEIGHT a. 0 J EXTERIOR TYPICAL ANCHORS SEE ELEV. a 1 BY WOOD BUCKS 4 4 • o • 11 14 1 1 11 11 11 11 .1 1, 1 11 I, I, 1 1 x • m 18 (8 16 W2 1 1 1 1 1 1 a 4 a. 0 .J ADD —ON RISER READ. ON XOX SIZES ONLY 3 VENT HEIGHT 15 WI SILL HEIGH J z 1n co I0 N SILL HEIGHT METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. LDi Co TYPICAL ANCHORS SEE ELEV. FOR SPACING e 4 a3 x N TYPICAL ANCHORS SEE ELEV. I�_ 2 BY J WOOD BUCK x 0) TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM d PART a REQD. j DESCRIPTION 1 MATERIAL 11. +NF. /SUPPLIER /REM RKS , i YE -5001 1 1FRAME HEAD 6063 —T5 : — 2 YE -5004 I 1• 1 FRAME SILL 1 6063 —T5 I- 3 ( YE -5006 J 1 1 SILL RISER 6063 —T5 1 — 4 ! YE -5002 AS REGD. I FRAME JAMB —VENT 1 6063 —T5 1 — 5 1 YE -5003 AS REOD. FRAME JAMB —FIXED I 6063 —T5 1 — 6 1 YE -5019 1/ VENT FIXED MTG. RAIL 1 6063 —T6 1 — 7 j YE -5009 1 1/ VENT VENT TOP RAIL } 6063 —T5 1 8 1 YE -5008 1/ VENT VENT BOTTOM RAIL j 6063 —T5 1 — 9 1 YE -5018 1 1/ VENT VENT INTERLOCK 6063 —T6 I — 10 YE -5007 1/ VENT JAMB RAIL 6063 —T6 1 — It 1 1 AS REOD. ROLL FORMED GLAZING BEAD ALUMINUM 1 — 12 #10X3/4" SMS 1 AS REOD. FRAME & VENT ASSY. SCREW — I CAD PLATED SMS W/ #8 HEAD 13 YH -6016 1 1/ VENT CAM LATCH ZAMAK 1 DECO, PLATED OR PAINTED 14 #10X3/4" SMS 2/ LATCH LATCH INST. SCREW 1 — ICAO PLATED CRS 15 — AS READ. FIN SEAL PILE W/ PLASTIC FIN 1 — TOP & BOTTOM RAILS 16 — AS REOD. FIN SEAL PILE W/ PLASTIC FIN — 1 BOTTOM RAIL 17 — — — — 1- 18 YH -6001 2/ VENT ROLLER ASSY. I — 1 YH-6002 & YH -6003 WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING TYPE 'A' 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. 3/16" DRILLFLEX SELF DRILLING SCREW`z INTO METAL STRUCTURES (1/8" MIN. THICKNESS) N10 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) . TYPE 'B' 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. SEALANTS: FRAME AND VENT CORNERS SEAMS, FIXED MEETING RAIL ENDS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE COLORED SEALANT. WEEPH0LES: W1 = 1" NOTCH AT EACH END OF VENT TRACK W2 = 1/2" NOTCH AT EACH END & AT 30" FROM EACH END Engr: OR. 1•1UMAYOIJN FAR000 STRUCTURES FLA. PE ;JI 16557 5 211117 PRODUCT RENEWED us complying milli the Florida Holding Code Acceptance No �spiratinn Date Ay Mlar I /Ids• I'r .irrcl Confry DI +L ALUM HORIZONTAL SLIDING WI 0 CO CO W N w a 0 0 --'r 0 0 0 N v 0 .O 0 N ly 0 C r j 0 u drawing no. W96 -25 s et 3 of 4 } ( ) TYPICAL ANCHORS SEE ELEV. 1/4" MAX. SHIM 2 BY WOOD BUCK 1/4" SHIM MAX. (sit VENT TOP /BOTTOM CORNERS TYPICAL ANCHORS a rSEE ELEV. J IBY WOOD BUCKS 2 BY W000 BUCK XO LAYOUT OX OPPOSITE 113? • EXTERIOR WINDOW WIDTH ,17j 1/4' SHIM MAX. iz) / L- (11) (1 7) 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. 1 � /1 1 c I 1 ° XOX LAYOUT • FRAME TOP CORNER FRAME BOTTOM CORNER FIXED MT;. RAIL CORNER Env: OR. HUVAYOUH FAR000 STRUCTURES FLA. PEI 16557 ? 5 7Onl PRODUCTr1RENEWEt) as comply ing %ith the Florida Bolding Code Ac tptanceNn02- I .02 Expiration Date . pas fly Mani' )a le Product Cootroj ITh Ls 0 m v 0 to t- en I e CI II N 0 . o - • r u v i' l' o u 3 '0 X o u — ._. ( ) drawing no W96 -25 \sheet 4 of 41 PLAN REVIEW COMMENTS PROJECT NAME D� Z PROJECT ADDRESS : / ®3` DATE : REVIEWER: ML/jG141) t,e/ %ez/e to)," Sla- SHEET NUMBER : - C — 3 COMMENTS f j, ee G� 7/2 C Ct /% L'Cti2/ S ® 7-i e 167-4' 4'--d - Q c--6P nit te 047z ey ar, Je, II c tex_ i o e- Signa ure of Inspector Date Signed Title Total Number of Hours (PLEASE TURN•IN A COPY OF THIS FORM AS YOUR TIME SHEET= FOR ALL PLAN REVIEW) Spiral stairs and staircases available in wood and steel. by Salter Industries. Page 1 of 2 Request Literature Classic Steel Stairs Fed Iron Stairs Wood Stairs Exterior Stairs Aluminum ... Exterior Stairs Galvanized +rr Steel Stair Adjustable Sleeve installation Steel Stair Continuous Sleeve Installation Steel & Aluminum Technical Spec's 4 Wood Stair Techriisi Sp�ec's About Us Desk n info National Codes mu ipipp■Numnii Puchasing #nfo Map Home phone: 51 0.489.5799 800.368.8200 fax: 610.489.9286 105 GP Clement Dr. Collegeville, PA 19420 Py Code Specific on Salter's Code Stair Packages will address each of the requirements that are listed below, This information will apply to the BOCA Code, UBC Code and the CABO Code. Please be aware that the CABO Code has a misprint and the correction is listed in the back of your inspector's Handbook. The misprint did not allow for the riser height of 9 W ". 1. Minimum clear walking path 26 ", 5 ft. diameter or larger. 2. Tread will have a minimum of 7 1/2 ", 12" out from the narrow edge of the tread. 3. Minimum headroom of 6'6 ", measuring plumb from the edge of the platform down to the tread below. 4. The rise will not be more than 9 1/2 ". 5. The stairway shall be equipped with one handrail on the wide edge of the tread. 6. The handrail, in individual dwelling units, not less than 34" and not more than 38 ", measured vertically above the nosing of the tread and landing. ( BOA is 30" up to 38" ) 7. Balusters shell be spaced so a 4" object cannot pass between the balusters, 8. Balcony railings will be 36" or above. 9. Landing width ( that Salter supplies ) shall not be less than the required width of the stairway. Minimum spiral stair tread width is 26 ". 10. 1 1/2" OD. Aluminum, Brass or 1 3/4" wide x 2" tall oak handrail. 11. A 300 lb. concentrated load is required. All Salter stairs are calculated to carry 600 lbs. or more concentrated Toad. http: / /www.salterspiralstair .cam /codcs.htn 6/1/2004 Ilrai stairs ana staircases availar•,te to wood and Steel. t)y 1ai.te1.' Indusin..eS. rage L OI L Please have your inspector review the speacations before placing your order, Inspector Signature Date Salter's standard code package will not address the open space between each tread ( open rise stair ). if your code requires, not more than a four inch space in this area, you will need to order our code risers. Verify what handrail size and shape your inspector will require. Handrail size and shape is becoming a very controversial area within the building code, We recommend that you use our standard 1 1/2" round rails or our 1 3/4" x 2" wood rails for the proper circumference. Request Literature I Cl aaalc Steel Spiral Stairs I Forged iron Stairs Exterior Stairs Aluminum I Exterior Stairs Galvanized I Steel Stair installation Steel & Aluminum Technical Specs I Wood Stairs Wood Stairs 'technical Specs I About Us I Design Info National Codes I Purchasing Into I Map I Privacy I Home Copyri+ghtC 2001 Salter industries. All Rights Reserved, Web development by h_ oiJJ ing,J.09 - http://www.salterspiralstaincom/codes.httn 6/1/2004 ff*di '40 _ INDUSTRIES Job # The Spiral Stair Specialist Office: 610- 489 -5799 Fax: 610-489-9286 Web: www.SalterSpiralStair.com Job Notes: 670 ' ` Stair Diameter C4 & 1 e- /10 __ Finished, Floor to Floor Height (o,Z, s'o•g. Finished Well Size Needed # 1 Tread Top Down /1 Treads . Risers c@ 9 • f 2 's Co ` , "1 Hgci oorn Below the Platform ..v Mailing kddrea : P.O. Box 183, EagIeville, PA 19408.Office & plant: 105 G.P. Clement Dr., Collegeville, PA 19426 Innut Parameters Diameter Stair (Dtt,,t.) : Tread Length (Lt.„d) Tread Area (AtreAd) : Tread Thickness (tfi,pd) End Tread Height (I -11mo erta) : Tread Attachment : Height Column (H,,t) : Column Type : Outside Column Diameter (D t) : Column Thickness (to!) : Number of Treads (Ntread) Outside Sleeve Diameter (Deieeve) Tread Sleeve Thickness (tm,yd„6) : Sleeve Height (Hat,,„o) Baluster Diameter (Dm) : Baluster Thickness (tbgt) : Baluster Spacing (sbmt) Baluster Height (Host) : Baluster Attachment : Tread Yield Stress (Fy tread) : Column Yield Stress (Fy ac,,) : Sleeve Yield Stress (Fy Br,„,) Baluster Yield Stress (Fypat) : Base Plate Yield Stress (Fy bP) Column Modulus of Elastisity (E,,) Code Material Code: Tread Type : Staircase Loads Dead Load Total (DL100 Live Load Uniform (LL,„„ Fes,„) : Total Uniform Live Load (LL.1 -) Live Load Concentrated (Li -cone) Critical Load (P) : Toad Deslan Maximum Moment (Mmaxtread) Bottom Center of Gravity (Cbptfr„, tread) : Moment of Inertia (Ix tread) : Bottom Section Modulus (Sx battam tread) Bending Allowable Bending Stress (Fb tread) Actual Bending Stress (fb treed) Unity : Shear Allowable Shear Stress (F„ tubed) : Actual Shear Stress (f., trees) Unity : :5,0 ft. 360° Rotation 28 in. PER PRODUCT INFORMATION 287 in2 PER PRODUCT INFORMATION 0.106 in. PER PRODUCT INFORMATION 2.25 In. PER PRODUCT INFORMATION NON - STRUCTURAL SET SCREWS ft. 9.16. Standard: 3.5 in. 0.115 in. 11 4.000 0.219 6 1.00 0.076 15 36 PER PRODUCT INFORMATION PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER BUILDING CODE 1/4" Carriage Bolts 36000 psi 36000 psi 36000 psi 36000 psi 36000 psi 29000000 psi Boca 99 Code 17.5 Ib. 40.0 psf 79.7 ib. 300,0 Ib. PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER .JOB SPECIFICATION PER BUILDING CODE PER PRODUCT INFORMATION PER BUILDING CODE = LI-uniform X Atread PER BUILDING CODE 300,0 Ib, Concentrated Load Governs 5926 in - Ib = (P + DLtetat) X (2/3) X Ly.oad 4.21 in, SEE ATTACHED CALCULATIONS 4.10 Ind SEE ATTACHED CALCULATIONS 0.975 i112 = Ix treat / Cbonom tread 21600 psi = 0.6 x Fy tr„ea 6078 psi = Mmax tread / Sx boat' n tread 0.28 I CiK For Bending Stress = fb tread / Fb twirl 14400 psi 629 • si 0.04 = 0.4 x Fytread = P / (2 x Ht,.e,d n „d X ttreed) At end of Tread For Shear Stress = fvtread / FV?mad PROJECT il JOB NO. Residential Stair Design DATE 61112004 my NO. Innut Parameters Diameter Stair (Dtt,,t.) : Tread Length (Lt.„d) Tread Area (AtreAd) : Tread Thickness (tfi,pd) End Tread Height (I -11mo erta) : Tread Attachment : Height Column (H,,t) : Column Type : Outside Column Diameter (D t) : Column Thickness (to!) : Number of Treads (Ntread) Outside Sleeve Diameter (Deieeve) Tread Sleeve Thickness (tm,yd„6) : Sleeve Height (Hat,,„o) Baluster Diameter (Dm) : Baluster Thickness (tbgt) : Baluster Spacing (sbmt) Baluster Height (Host) : Baluster Attachment : Tread Yield Stress (Fy tread) : Column Yield Stress (Fy ac,,) : Sleeve Yield Stress (Fy Br,„,) Baluster Yield Stress (Fypat) : Base Plate Yield Stress (Fy bP) Column Modulus of Elastisity (E,,) Code Material Code: Tread Type : Staircase Loads Dead Load Total (DL100 Live Load Uniform (LL,„„ Fes,„) : Total Uniform Live Load (LL.1 -) Live Load Concentrated (Li -cone) Critical Load (P) : Toad Deslan Maximum Moment (Mmaxtread) Bottom Center of Gravity (Cbptfr„, tread) : Moment of Inertia (Ix tread) : Bottom Section Modulus (Sx battam tread) Bending Allowable Bending Stress (Fb tread) Actual Bending Stress (fb treed) Unity : Shear Allowable Shear Stress (F„ tubed) : Actual Shear Stress (f., trees) Unity : :5,0 ft. 360° Rotation 28 in. PER PRODUCT INFORMATION 287 in2 PER PRODUCT INFORMATION 0.106 in. PER PRODUCT INFORMATION 2.25 In. PER PRODUCT INFORMATION NON - STRUCTURAL SET SCREWS ft. 9.16. Standard: 3.5 in. 0.115 in. 11 4.000 0.219 6 1.00 0.076 15 36 PER PRODUCT INFORMATION PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER PRODUCT INFORMATION in. PER BUILDING CODE 1/4" Carriage Bolts 36000 psi 36000 psi 36000 psi 36000 psi 36000 psi 29000000 psi Boca 99 Code 17.5 Ib. 40.0 psf 79.7 ib. 300,0 Ib. PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER PRODUCT INFORMATION PER .JOB SPECIFICATION PER BUILDING CODE PER PRODUCT INFORMATION PER BUILDING CODE = LI-uniform X Atread PER BUILDING CODE 300,0 Ib, Concentrated Load Governs 5926 in - Ib = (P + DLtetat) X (2/3) X Ly.oad 4.21 in, SEE ATTACHED CALCULATIONS 4.10 Ind SEE ATTACHED CALCULATIONS 0.975 i112 = Ix treat / Cbonom tread 21600 psi = 0.6 x Fy tr„ea 6078 psi = Mmax tread / Sx boat' n tread 0.28 I CiK For Bending Stress = fb tread / Fb twirl 14400 psi 629 • si 0.04 = 0.4 x Fytread = P / (2 x Ht,.e,d n „d X ttreed) At end of Tread For Shear Stress = fvtread / FV?mad Weld Des„ ign Maximum Moment (Mme,xw) Area of Weld (Aw) : Bottom Section Modulus (Saotromw) : Allowable Load of 1/8" Fillet Weld (PO : Actual Load on Weld (p„,) : Unity : Sleeve Design Maximum Moment (Mma„ ,lets) : Bottom Center of Gravity (Cbottort, .ine,„a) : Moment of inertia (Ix „ee„s) Bottom Section Modulus (Sxtettom,ree„) : Bending Allowable Bending Stress (Fb ,Issue) Actual Bending Stress (fb alaavo) Unity : Column Design Column Area (Awl) : Column Dead Load (DL,,) Axial From All Treads Loaded Column Load from Treads (Mtres0 Radius of Gyration (roe,) : Slenderness Ratio : Allowable Axial Stress (Fa,cl) : Actual Axial Stress (fb t„) : Unity : Biaxial Bending From 2 TreaLoaded Column Load from 2 Treads (TLtr,,n ism) : Actual Axial Stress (few (as) : Unity Maximum Moment X -Axis (Mmgxxcol) : Maximum Moment Y -Axis (M,,,ak y co,) Section Modulus X -Axis (S,, a,i) Section Modulus Y -Axis (Sy col) Allowable Bending Stress X -Axis (Fb, 061) : Allowable Bending Stress Y -Axis (FIN co,) Actual Bending Stress X -Axis (ft po,) Actual Bending Stress Y -Axis (fby tN) : Interaction : 5926 10.25 7,85 1800 756 0.42 6561 3 7.88 2.63 in lb in2 Ina Ib / in Ib /in OK in - Ib in. in4 in3 21600 psi 2497 • si 0.12 = (P + DLr„ ,I) x (2/3) x Lieed SEE ATTACH& CALCULATIONS SEE ATTACHED CALCULATIONS FEIN PRODUCT INFORMATION [(P Aw)2 swam w)211/2 For Weld Capacity ° pw / Pw (P + DLtetel) x ((22'!3) I- traed +Deleeve/2) = Hsleeve / 2 = 2 x (1/12) x tsleeve x Hstsevs 3 lx sleeve / C-'trottam slaAw 0.6 x Fy steeva Mm,a maws / Sx batts,m slam* For Bending Stress = fh sleeve / Ft sleeve 1.22 in2 _ (p / 4) x [C612 12 - (D.1- 2 x '6)2I 4.16 lb /ft = 490pofxAtol (1/144) 3492 Ib =(P + DI-too) x Nieed 1.197 in. = [Door + (D „, - 2 x ta0)2 ]1 / 4 92 = K x L / rcal Assumes K of 1,0 13970 psi Table C -36 - 9t” Edition Steel Construction Manual (ASD) 2887 si = (Hoof x DLL, + TLt„„,d) / Acol 0.21 For Axial Stress ^fa sal f Fs col OK 635 Ib 550 a si 0.04 6561 6561 1.002 1,002 21600 21600 6548 6548 0.65 OK in - Ib in - ib In33 ina psi psi psi si =(P + DLtotF,t) x 2 = (Ho,} x DL „, + TLt„ad) / A 01 For Axial Stress =fa em (as) / Fa eel = (F + DLrotst) x ((2/3) Lind +Doeeve /2) (P + DLtatal) x ((2/3) Ltread +Dsl+,„e /2) = P [Door - (pccl - 2 x te01)4 ] / (32 x Ocot) p too: - (Deal- 2xtcat)41 /(32xDco,) = 0.6xFy,i m0.6xFy ,1 = Mmax x v31 / S'x cai = Mmax y Ed I Sy col For Combined Stress = f .,,lau + L..,.,' + Fa col Ftx cal Fbv col H1 -3 for fs /Fa <0.15 PROJECT JOB NO. Residential Stair Design_ _ DATE 6/1/2004 • BY NO. Weld Des„ ign Maximum Moment (Mme,xw) Area of Weld (Aw) : Bottom Section Modulus (Saotromw) : Allowable Load of 1/8" Fillet Weld (PO : Actual Load on Weld (p„,) : Unity : Sleeve Design Maximum Moment (Mma„ ,lets) : Bottom Center of Gravity (Cbottort, .ine,„a) : Moment of inertia (Ix „ee„s) Bottom Section Modulus (Sxtettom,ree„) : Bending Allowable Bending Stress (Fb ,Issue) Actual Bending Stress (fb alaavo) Unity : Column Design Column Area (Awl) : Column Dead Load (DL,,) Axial From All Treads Loaded Column Load from Treads (Mtres0 Radius of Gyration (roe,) : Slenderness Ratio : Allowable Axial Stress (Fa,cl) : Actual Axial Stress (fb t„) : Unity : Biaxial Bending From 2 TreaLoaded Column Load from 2 Treads (TLtr,,n ism) : Actual Axial Stress (few (as) : Unity Maximum Moment X -Axis (Mmgxxcol) : Maximum Moment Y -Axis (M,,,ak y co,) Section Modulus X -Axis (S,, a,i) Section Modulus Y -Axis (Sy col) Allowable Bending Stress X -Axis (Fb, 061) : Allowable Bending Stress Y -Axis (FIN co,) Actual Bending Stress X -Axis (ft po,) Actual Bending Stress Y -Axis (fby tN) : Interaction : 5926 10.25 7,85 1800 756 0.42 6561 3 7.88 2.63 in lb in2 Ina Ib / in Ib /in OK in - Ib in. in4 in3 21600 psi 2497 • si 0.12 = (P + DLr„ ,I) x (2/3) x Lieed SEE ATTACH& CALCULATIONS SEE ATTACHED CALCULATIONS FEIN PRODUCT INFORMATION [(P Aw)2 swam w)211/2 For Weld Capacity ° pw / Pw (P + DLtetel) x ((22'!3) I- traed +Deleeve/2) = Hsleeve / 2 = 2 x (1/12) x tsleeve x Hstsevs 3 lx sleeve / C-'trottam slaAw 0.6 x Fy steeva Mm,a maws / Sx batts,m slam* For Bending Stress = fh sleeve / Ft sleeve 1.22 in2 _ (p / 4) x [C612 12 - (D.1- 2 x '6)2I 4.16 lb /ft = 490pofxAtol (1/144) 3492 Ib =(P + DI-too) x Nieed 1.197 in. = [Door + (D „, - 2 x ta0)2 ]1 / 4 92 = K x L / rcal Assumes K of 1,0 13970 psi Table C -36 - 9t” Edition Steel Construction Manual (ASD) 2887 si = (Hoof x DLL, + TLt„„,d) / Acol 0.21 For Axial Stress ^fa sal f Fs col OK 635 Ib 550 a si 0.04 6561 6561 1.002 1,002 21600 21600 6548 6548 0.65 OK in - Ib in - ib In33 ina psi psi psi si =(P + DLtotF,t) x 2 = (Ho,} x DL „, + TLt„ad) / A 01 For Axial Stress =fa em (as) / Fa eel = (F + DLrotst) x ((2/3) Lind +Doeeve /2) (P + DLtatal) x ((2/3) Ltread +Dsl+,„e /2) = P [Door - (pccl - 2 x te01)4 ] / (32 x Ocot) p too: - (Deal- 2xtcat)41 /(32xDco,) = 0.6xFy,i m0.6xFy ,1 = Mmax x v31 / S'x cai = Mmax y Ed I Sy col For Combined Stress = f .,,lau + L..,.,' + Fa col Ftx cal Fbv col H1 -3 for fs /Fa <0.15 Base Plate Design Maximum Moment (M,,, bp) : Base Plate Diameter (DO : Base Plate Thickness (tbp) : Base Plate Critical Length (Lop) : Bolt Distance To Bending Plane (distmt bp) : Bolt Diameter (Db,1t bp) ; Bolt Area (Abort Pp) Number of Bolts (Nhoit) Diagonal Bolt Spacing (`sdiaphp) Actual Shear (vbbit) : Actual Tension (ttm1,) A307 Bolts Allowable Shear Stress (F„ toll) ; Allowable Tension Stress (Ftbol) : Allowable Shear (Vbait) : Allowable Tension Moll) Interaction : Plate Bending: Section Modulus (Sx bp) : Allowable Bending Stress (Fb bp) : Actual Bending Stress (fh bp) Unity : Baluster Design Handrail Live Load (abe) Total Uniform Live Load (LLT bat) Handrail Live Load Concentrated (LLtbrobal) Critical Load (P4F,1): Pipe Size : 6959 10' 0,3125 6.50 1.00 0.375 0.110 Mal in -Ib in in in in in in2 5,50 in 304 ib 1265 lb 2 2 112 = 0.75 x (Mmax x «al M d qo1 ) = (Dar, /2 -D,i1 12)x2 = (p 14) x Omit bn2 distbon by x 2 +Da1 = 2 x M by / (HMI x Nbalt) Mmax by / Sdiap bp To Account for Bottom Post 10000 Table J3,2 - 9'I' Edition Steel Construction Manual (ASD) 20000 Table J3,3 - 9trt Edition Steel Construction Manual (ASD) 1104 = Fv bolt x APolt PP 2209 = Ft bolt x Aboit bp 0.51 For Combined Stress = (vbalt / Vbortlf + (tboit / ;oaf Note: Base Material Must be Checked for Pullout psi psi ib Ib OK 0.106 in'' =1 /SxLbpxtbg2 27000 psi = 0.75 x Fy by 11961 psi = (tbcie x distbau bp) / SxbP 0,44 I OK (For Bending Stress = fb by / Fb bp 20 plf 25 lb. 200 Ib, 200 Ib. PER BUILDING CODE = LLba1 x shat 112 PER BUiLDING CODE Concentrated Load Governs 1" Outer Diameter x 14 Gage Steel Pipe For Bending Stress From Load Test Performed OK Stairway balusters were loaded to 200 lb and then to 400 Ib. No failures or permanent deformation occurred. Railing Design Handrail Material - 3003 Aluminum Handrail Live Load (LLhand) Total Uniform Live Load (LLT nom) landreil Live Load Concentrated (LL,,,,ahand1: Critical Load (Ppm,d): Maximum Moment (Mmax h8nd) Handrail Diameter Phan) Handrail Thickness (tmnd) Section Modulus (S,; hand) Mid - thickness Radius of Sleeve (Rb „end) Actual Slenderness Limit (S) Slenderness Limit (Si) : Ailawabaie Sending Stress (Fb nand) Actual Bending Stress (ft, rand) : Unity 20 plf 25 lb, 200 lb. 200 lb. 750 1.50 0.125 0.172 0.69 6 57 10000 4372 0.44 PER BUILDING CODE = LLhgnd x 4,1/12 PER BUILDING CODE Concentrated Load Governs in - Ib = Phand x shat / 4 in. PER PRODUCT INFORMATION in PER PRODUCT INFORMATION ins 010 l.Dhand4 - (Dhand - 2 x tnartt] }4 / (32 x Dhend) in = Dnand / 2 - tnand / 2 = Rb hand / them: Table 2-4 Aluminum Design Manuai psi Table 2-4 Aluminum Design Manual Mmtx hand / Srs hand For Bending Stress OK = fix hitid / Fb hand PROJECT Jos No, Residential Stair Design _ DATE. 6/1/2004 BY NO. Base Plate Design Maximum Moment (M,,, bp) : Base Plate Diameter (DO : Base Plate Thickness (tbp) : Base Plate Critical Length (Lop) : Bolt Distance To Bending Plane (distmt bp) : Bolt Diameter (Db,1t bp) ; Bolt Area (Abort Pp) Number of Bolts (Nhoit) Diagonal Bolt Spacing (`sdiaphp) Actual Shear (vbbit) : Actual Tension (ttm1,) A307 Bolts Allowable Shear Stress (F„ toll) ; Allowable Tension Stress (Ftbol) : Allowable Shear (Vbait) : Allowable Tension Moll) Interaction : Plate Bending: Section Modulus (Sx bp) : Allowable Bending Stress (Fb bp) : Actual Bending Stress (fh bp) Unity : Baluster Design Handrail Live Load (abe) Total Uniform Live Load (LLT bat) Handrail Live Load Concentrated (LLtbrobal) Critical Load (P4F,1): Pipe Size : 6959 10' 0,3125 6.50 1.00 0.375 0.110 Mal in -Ib in in in in in in2 5,50 in 304 ib 1265 lb 2 2 112 = 0.75 x (Mmax x «al M d qo1 ) = (Dar, /2 -D,i1 12)x2 = (p 14) x Omit bn2 distbon by x 2 +Da1 = 2 x M by / (HMI x Nbalt) Mmax by / Sdiap bp To Account for Bottom Post 10000 Table J3,2 - 9'I' Edition Steel Construction Manual (ASD) 20000 Table J3,3 - 9trt Edition Steel Construction Manual (ASD) 1104 = Fv bolt x APolt PP 2209 = Ft bolt x Aboit bp 0.51 For Combined Stress = (vbalt / Vbortlf + (tboit / ;oaf Note: Base Material Must be Checked for Pullout psi psi ib Ib OK 0.106 in'' =1 /SxLbpxtbg2 27000 psi = 0.75 x Fy by 11961 psi = (tbcie x distbau bp) / SxbP 0,44 I OK (For Bending Stress = fb by / Fb bp 20 plf 25 lb. 200 Ib, 200 Ib. PER BUILDING CODE = LLba1 x shat 112 PER BUiLDING CODE Concentrated Load Governs 1" Outer Diameter x 14 Gage Steel Pipe For Bending Stress From Load Test Performed OK Stairway balusters were loaded to 200 lb and then to 400 Ib. No failures or permanent deformation occurred. Railing Design Handrail Material - 3003 Aluminum Handrail Live Load (LLhand) Total Uniform Live Load (LLT nom) landreil Live Load Concentrated (LL,,,,ahand1: Critical Load (Ppm,d): Maximum Moment (Mmax h8nd) Handrail Diameter Phan) Handrail Thickness (tmnd) Section Modulus (S,; hand) Mid - thickness Radius of Sleeve (Rb „end) Actual Slenderness Limit (S) Slenderness Limit (Si) : Ailawabaie Sending Stress (Fb nand) Actual Bending Stress (ft, rand) : Unity 20 plf 25 lb, 200 lb. 200 lb. 750 1.50 0.125 0.172 0.69 6 57 10000 4372 0.44 PER BUILDING CODE = LLhgnd x 4,1/12 PER BUILDING CODE Concentrated Load Governs in - Ib = Phand x shat / 4 in. PER PRODUCT INFORMATION in PER PRODUCT INFORMATION ins 010 l.Dhand4 - (Dhand - 2 x tnartt] }4 / (32 x Dhend) in = Dnand / 2 - tnand / 2 = Rb hand / them: Table 2-4 Aluminum Design Manuai psi Table 2-4 Aluminum Design Manual Mmtx hand / Srs hand For Bending Stress OK = fix hitid / Fb hand vitusqh.sirimis.a 1 1 r-6.40411111 IIVICfl STATEMENT 07/23/2004 2:35:34PM 20040623122S PROJECT: ADDITION TO DAY RESIDENCE REVIEWER: SYLVEW REVIEW TYPE: PLAN REVIEW CONTACT INFORMATION: MR JOSEPH J DAY HI 1032 NE 98 ST MIAMI SHORES, FL 33138 3057934539 D056 MINIMUM REVIEW D013 TREES RECEIVED: 7/21/2004 FOLIO: 1132050180320 A 7/23/2004 2:35:23PM A 7/23/2004 2:35:27PM Pay this amount: 50.00 5.00 55.00 1, M IA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA Mh1'KO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1600 Impact View Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.W03 -104, titled "Series -1600 Impact View Alum. Horiz. Sliding WDW. ", sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 11/18/03 with revision "A" dated 01/23/04, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval 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 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 ! $rar, P.E. 4,T C04, C o (12 201 ��.)o NOA No 03- 1203.02 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Page 1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1 "1L'D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W03 -104, titled "Series -1600 Impact View Alum. Horiz. Sliding WDW." sheets 1 through 5 of 5, prepared by Al Farooq Corp., dated 11/18/03 with revision "A" dated 01/23/04, signed and sealed by Humayoun Farooq, 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3763, dated 05/03/03, 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3791, dated 07/12/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E -1300 and tested per ASTM E -1300, prepared by Al- Farooq Corporation, dated 11/15/03, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe Maximum" dated 05/17/01, expiring on 05/21/06. 2. Notice of Acceptance No. 03- 1223.04 issued to Sulface Specialties, Inc. for their "Uvekol Liq. Resin" dated 02/05/04, expiring on 02/08/09. ( Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1203.02 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 E -1 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, dated 11/15/03, signed by Humayoun Farooq, P.E. (Notarized) 2. Statement letter of conformance, dated 11/15/03, signed and sealed by Humayoun Farooq, P.E. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1203.02 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 E -2 108" 6" MAX. TYP. HEAD /SILL CORNERS WINDOW WIDTH 12" MAX. - - -n - I I II II I n „ ___ _ ___ - II II II II. 12" 1 MAX. FALSE MUNTINS 3 (SURFACE APPLIED) MAY BE USED 22 3/8" D.L. OPG. 27" VENT WIDTH 3/16" ANN. GLASS 47 3/4" .090" INTERLAYER 'SAFLEX /KEEPSAFE MAXIMUM' BY SOLUTIA 3/16" ANN. GLASS z BULB VINYL YH- 622 SIUCONE DOW CORNING 1199 E 2800 HNEE MOREHEAD 5731 GLASS TYPE 'A' D.L. OPG. 54 3/4" VENT WIDTH 'XOX' wra 22 3/8" D.L. OPG. 27" VENT WIDTH 3/16" ANN. GLASS .100" INTERLAYER 'UVEKOL -LIQ. RESIN' BY SURFACE SPECIALTIES 3/16" ANN. GLASS BULB VINYL YH -622 SIUCONE DOW CORNING 1199 E 2800 HNEE MOREHEAD 5731 JAMB CORNERS 74" 6" MAX. TYP. HEAD /SILL CORNERS WINDOW WIDTH 12" MAX. WINDOW HEIGHT TYPICAL ELEVATIONS TESTED UNITS GLASS TYPE 'B' - I II II 11 - I I1 ll 11 -- 1.L - - - -IL al - - -11 -- II 11 11 11 II II II II II ,. I i ,. II __--1-1- /- � = == _ - -11 /T r - -= H1H 1I II II - t1 I I . II B 1I 11 ti - II 11 JJJ r 12" MAX. 31 3/4" D.L. OPG. 37 7/8" 31 3/4" VENT WIDTH D.L OPG. 36 1/2" VENT WIDTH 'XO, OX OR XX' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -1600 IMPACT VIEW ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN `IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. E.,,;r. DR...HUMAYOUN FAR000 `STRUCTURES FLA. PE 16557 C.A.W. X5538 • JAN 3 0 ZQQ4 z °0 (• oo zW I O p N F CO .s p u 10 O w • a g .k1 Li- o � U r W 9Q`Z j"' 00. QQ el. • 52 op Qj vi O w34J, G4WN IZ ' In Z C' g I 0 I M 3 O 0 T 2 cc S 2 i w L tJ N 8 0 m '5 c 0 a 0 V 0 N 0 0 0 m v 0 1 Q 0 `z3 C drawing no. W03 -104 (sheet 1 of 5 12" MAX. 31 3/4" D.L. OPG. 37 7/8" 31 3/4" VENT WIDTH D.L OPG. 36 1/2" VENT WIDTH 'XO, OX OR XX' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -1600 IMPACT VIEW ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN `IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. E.,,;r. DR...HUMAYOUN FAR000 `STRUCTURES FLA. PE 16557 C.A.W. X5538 • JAN 3 0 ZQQ4 z °0 (• oo zW I O p N F CO .s p u 10 O w • a g .k1 Li- o � U r W 9Q`Z j"' 00. QQ el. • 52 op Qj vi O w34J, G4WN IZ ' In Z C' g I 0 I M 3 O 0 T 2 cc S 2 i w L tJ N 8 0 m '5 c 0 a 0 V 0 N 0 0 0 m v 0 1 Q 0 `z3 C drawing no. W03 -104 (sheet 1 of 5 a 0 D>',SIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A GLASS TYPES 'A' & 'B' WIDTH HEIGHT EXT.( +) INT.( -) 26 -1/2° 26" 3 90.0 140.0 37" 26" 4 90.0 140.0 53 -1/8" (3) 5 90.0 140.0 74" 38 -3/8" 7 90.0 140.0 26 -1 /2" (3) 3 90.0 140.0 37" 38 -3/8" 4 90.0 140.0 53 -1/8" (3) 5 90.0 140.0 74" (4) 7 90.0 140.0 26 -1/2" 3 90.0 140.0 37" 50 -518" 4 90.0 140.0 53-1/8" (4) 5 90.0 140.0 74" (5) 7 90.0 118.6 26 -1/2" 24° 3 90.0 140.0 37° 83" 4 90.0 140.0 53 -1/8" (5) 5 90.0 124.7 74" 7 90.0 92.6 24" 36" 2 90.0 140.0 36" ° 3 90.0 140.0 48° �2) 4 90.0 140.0 60" 5 90.0 140.0 72" 48" 6 90.0 140.0 24" (4) 2 90.0 140.0 36" ° 3 90.0 140.0 48" (3) 4 90.0 140.0 60" 60" 5 90.0 140.0 72" (5) 6 90.0 140.0 24" (5) 2 90.0 140.0 36" 3 90.0 140.0 48" (4) 4 90.0 140.0 60" 5 90.0 140.0 72" 6 90.0 130.7 24" 2 90.0 139.6 36" 3 90.0 133.6 48" (5) 4 90.0 128.0 60' 5 90.0 122.0 72" 6 90.0 102.2 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB 4 4 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XX' 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XX' 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A GLASS TYPES 'A' & 1r WIDTH HEIGHT EXT.( +) INT.( -) 74" 26" 7 90.0 140.0 106 -1/4' (3) 9 90.0 140.0 111" 10 90.0 140.0 74" 38 -3/8" 7 90.0 140.0 105 -1/4' (3) 9 90.0 113.9 111" 10 90.0 109.7 74" 50 -5/8" 7 90.0 125.8 106 -1/4" (4) 9 79.5 79.5 111" 10 75.4 75.4 74" 63" 7 90.0 99.4 106 -1/4' (5) 9 61.1 61.1 72" (5) 6 90.0 140.0 84" 24° 7 90.0 140.0. 96" (2) 8 90.0 140.0 108" (2) 9 90.0 140.0 72" 8 90.0 140.0 84" 36" 7 90.0 140.0 96" (3) 8 90.0 139.4 108" (3) 9 90.0 124.1 72" 6 90.0 120.5 84" 48" 7 90.0 113.8 96" (4) 8 90.0 95.9 108" (4) 9 83.1 83.1 72" 6 90.0 97.5 84° 60" 7 86.1 86.1 96" (5) 8 73.1 73.1 108" (5) 9 63.6 63.6 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 (1/2W) (1 /4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' atopgri DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A GLASS TYPES 'A' & 'B' WIDTH HEIGHT EXT.( +) INT.( -) 74" 90.0 140.0 106 -1/4" 26" (3) 9 90.0 140.0 111" 10 90.0 140.0 74" 38 -3/8" 7 90.0 140.0 106 -1/4 ". (3) 9 90.0 140.0 111" 10 90.0 140.0 74" 50 7 90.0 138.2 106-1/4" -5/8" (4) 90.0 118.1 111" 10 90.0 116.2 74" 7 90.0 113.4 106 -1/4" 63" 9 90.0 92.0 111" (5) 10 89.7 89.7 72" 6 90.0 140.0 84" 24" 7 90.0 140.0 96" (2) 8 90.0 140.0 108" 9 90.0 140.0 72" 6 90.0 140.0 . 84" 36" 7 90.0 140.0 96" (3) 8 90.0 140.0 108" 9 90.0 140.0 72" 6 90.0 128.0 84" 48" 7 90.0 125.7 96" (4) 8 90.0 123.4 108' 9 90.0 121.3 72" 6 90.0 104.7 84" 60" 7 90.0 103.2 96" (5) 8 90.0 101.6 108" 9 90.0 97.6 A = NO. OF ANCHORS PER HEAD & SILL { ) = NO. OF ANCHORS PER JAMB (1/3W) 4 (1/3W) . - (1/3W) G4`-' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH bgelt pR / 'XOX' Engr • ER. 1iUMAY0L?4 FAR000 STRUCTURES FLA. PE # 16557 CAN. 538 AN 3 A 20A 0 I. M 0 C T 6 i a I w 0) 0 • O 0 m a V) 0 0 0 a L C 0 46. 0 C • a m 1 0 a x drawing no. W03 -104 (sheet 2 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING "4 METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 —T5 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 = 2BY WOOD BUCK Apprtwery at eara Miami . vCR-- WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO TEXTRON' INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) #12 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. WEEPHOLES: W1 = 1 -5/8" X 1/4" WEEPHOLES AT 12" FROM EACH END WITH PLASTIC BAFFLE W2 = 3/4" X 5/8" WEEPHOLE AT EACH END W3 = 1-1/4" X 1/4" WEEPHOLES AT 16-1/2" FROM EACH END tbg Engr. DR. HUMAYOUN F/,ROOQ STRUCTURES FLA. FE. # 16557 C.A.N. 3538 • JAN.. t 2004 .. 0 z N C7 rn co 4w o H N aS a. o to g U z tb M o0 • 5 co z • cc%FY N v, o o js+w� r) I a 2 0 0 C O N E c 0 a 0 N G) U 2 4) O 0 8 ri N O O date: 11 -18 -03 dr. by: HAMID u drawing no. W03 -104 sheet 3 of 5 0 3 ) 1/4" MAX. SHIM U Z. Z co Y I co M cr z MO g II 4 TO pit VENT WIDTH VENT WIDTH 1/4" SHIM MAX. D.L. OPG. D.L. OPG. 6 1BY WOOD BUCKS TYPICAL ANCHORS .a'SEE ELEV. FOR SPACING d '..a .Q.. s•y+i : . Q.. • a D.L. OPG. VENT WIDTH EXTERIOR 2 BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR -SPACING WINDOW WIDTH MIAMI -DADE COUNTY APPROVED MULLION XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH D.L. OPG. D.L OPG. VENT WIDTH EXTERIOR WINDOW WIDTH 1/4" SHIM MAX. 1BY WOOD BUCKS d.c WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS a :•. SEE ELEV. FOR SPACING XX LAYOUT Engr DR. HUt AYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3536 1 JAN 3 0 2D04. 1 0 0 L. O 0 0) 0 0) 0 0 a 11 -18 -03 x a u drawing no. W03 -104. (sheet 4 of 5 3.786 FRAME HEAD VENT TOP /BOTTOM RAIL 3.536 3.786 FRAME SILL JAMB STILE —�{ r.314 .708 �I r.062 L-1.497 SILL TRACK MEETING RAIL 1.340 .888 r 3.348 .062 .789 —1.388 FRAME JAMB 2.273 1.618 .062 3.334 1.339 FIXED MTG. RAIL 1.050 .045 .375 GLAZING BEAD ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 YE -1600 1 FRAME HEAD 6063 —T5 — 2 YE -1601 1 . FRAME SILL 6063 —T5 — 3 YE -1602 1 FRAME JAMB 6063 —T5 — 4 YE -1605 1 SILL TRACK INSERT 6063 —T5 — 5 YE -1603 1/ VENT FIXED RAIL 6063 —T5 — 6 YE -1704 1/ VENT VENT . MEETING RAIL 6063 —T5 — 7 YE -1604 1/ VENT JAMB STILE 6063 —T5 — 8 YE -1707 AS REQD. GLAZING BEAD 6063 —T5 — 9 YE -1706 2/ VENT TOP AND BOTTOM RAIL 6063 —T5 — 10 — — — — — 11 YH -1605 2/ VENT ROLLER ASSEMBLY NYLON YALE, 3" FROM EACH END 12 YH -715 2/ VENT •VENT LATCH — AT 8 -1/2" de 46 -1/2" FROM BOTTOM 13 YF -62 2/ LATCH VENT LATCH SCREWS — — 14 YH -622 AS REQD. BULB W. STRIPPING — SULUVAN de 'SULLIVAN 15 YH -6009 AS REQD. FIN SEAL W STRIPPING — ULTRAFAB 16. YF -10 AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS #8 X 1" P.H. SMS 17 YH -1602 2/VENT TOP GUIDE VINYL YALE 18 YH -1603 2/VENT BOTTOM GUIDE STEEL YALE 19 YF -71 2/ GUIDE GUIDE SCREWS — . SMS 20 YH -1601 1/ WEEP OPEN CELL FOAM PAD (1" X 1" X 3/4") — YALE 21 YH-1604 — OPEN CELL FOAM PAD (1 -1/4" X 1/4" X 1 -3/4") — YALE 22 YH -1606 2 WEEP HOLE COVERS — YALE FRAME TOP CORNER FRAME BOTTOM CORNER VEEN1' TOP /BQTTOM CORNERS Engr: DR. HUNAYOUN FAROOQ • STRUCTURES FLA. ?E C.A.N. JAN 3 0 2004 8 C ) C 0 0. V N v W 8 U U CO Ia5 .0 e7 c 0 '5 . 0 v 0 ci N O 0 C t m 1 • II • k 0 5 0 t drawing no. W03 -104 sheet 5 of 5 J HN Ud utad 1 1 • dd t k b I HNLt 1,JJU ( pxJm 1 tV b 1414'ye1...14'fu I U J1Dbl bOU4l;f I-'. 1d/el METH(.)-!)Alai:. H AGE.i•.R I.3U11.1)IN .; DUILD1(C CODE COAM1't,IA,NCE OFFiC1; Mii'1 RO•UAEDEi 11.A(+I.IJ. 11011.1)INO Ht) WEST FI.AGI.UIt STk1:1:1. surrE: 14;03 MIAMI. 1.041131 33130.1561 (305) 375.2 01 FAX (3111) 375 -;Nos RODUCT CONTROL NOTICE OF ACCEPTANCE Stanley Door Systems 7300 Rennes :Rd. Charlotte ,NC 28216 Your application for Notice of Acceptance (NOA) of: "Sta -Tru" W/E 8'0 Out -swing Glazed Res. Ins. Steel Door w /wo Sidclites under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. CC)NTRAc: rots 1.11(.t:NS1ING NE( It) (305)3754527 1':1.1;{ 05)373.255.x ( :c)aNT1tAC7O14 ENF014C :KA11.21r 191VI:sit)■ (305)375494G LAX (3,05) 373.71)011 NROUt1CjCU,N I'RU1.1)IVlb1ON (305)3754902 t'AX (305) 372.6339 This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing, If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code, The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 092.8.08 EXPIRES: 1110112006 /24$14-5-0 Raul ttoangucz Chief Product Control Division +} H T E DI'r �► >> P-._w FI CONDITIONS BUILDING CODE & PRODUCT REVIEW COMM=TTEEO NERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11101(2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Ofliec Stanley Door Systems ACCEPTANCE No.: 01- 0928.08 APPROVED : November 01, 2001 EXPIRES : Nove1t j2cr 01, 2006 NOTICE OF ACCEPT ANCE: SPECIFIC pNDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 01- 0226.02, which was issued on April 19, 2001 It approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Sta -Tru" W/E 8' 0" Outswing Glazed Residential Insulated Steel Doors w /wo Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No. 39638 titled "Stanley Outswing Glazed 11-4 x 8 -0 Door -W/ & W/O Sidelites" Sheets 1 through 7 of 7, dated 6/2/00 and last revised on 3.10 -2001, prepared by R.W Building Consultants, Inc., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with or without sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. DIVA LI,ATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will .require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6,1 Application for building permit shall be accompanied by copies of the following: 6,1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation 4:.1.3 Any other documents required by the Building Official or the South Florida Building Code (SEMI(;} in order to properly evaluate the installation of this s)yste 1,,haq 1 �;1;;ittcla, l' 1.. I'rr�riuct cal 1.;:;s min +.:: Product r :ontrni llivr.. n S, tanley Door SI/stcrns ACCEPTANCE No.: 01- 0428.08 APPROVED : November 01, 2001 EXPIRES : November 0„`t 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ore revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance, This Notice of Acceptance consists of pages 1, 2 and this hist page 3. �.r:.trt. i.• ( La r, v.1 !Shag 1 C }haruda, P 1 Product C,o11IFOi f:x�stri�ni:� Product Control l)ivisiort f.,it) ()ETiliS AC(.EI'lAN(.t'. 'r," 5HT. 5 8 5" GG155 8lTE IaiH. 050 -18 GUONC SEALANT 13V oft .t2r 'PEk ws° GLOSS JkHER11 AL csu. immix OR dECORATNE UTE 7' Ant SPACE .125- TEMPERE0 GLASS . R SPACE .1'.26' IMPEND mrimmomaroommanami iwrar� ONa,M aAir ... . _ . — e Mk 117. ist_ — 0 .... lq 4. / f A5 i 1 :Pi__ 8 5" GG155 8lTE IaiH. 050 -18 GUONC SEALANT 13V oft .t2r 'PEk ws° GLOSS JkHER11 AL csu. immix OR dECORATNE UTE 7' Ant SPACE .125- TEMPERE0 GLASS . R SPACE .1'.26' IMPEND mrimmomaroommanami iwrar� ONa,M aAir C 12" O.C. Max. 12" O.C. MAX. 7IS Mk. I idd& , AMC TOR IT 023 GOLVG FROM Ih9E ' FADS FRO TOP PAD 5" UP THE 901112/4 lent (2) ',ORE EMMY SPACED. A TOTAL OF (4) =RE8S PE'. .dled8. MAY..25` 35.75' MAX. PAYE/ W3UTH ,,iT%3if� +rAOAl mszesomou 91@sAle Saari t1' 4 '4114 FM— Aiiiirellg r 3sti REM DESCResitci 1 LIOORSKIN (.G21' IMB4. STEEL) 2 L6r at Ca' LATCH STILE 3 MGR P'ANL7L TUP Sc NottOA1 REM. (.6411' INN.) 4 1.68iC1.22' PAIGE STILE PINE) 5 1.61111.22' TOP PAIL IPONCIEROSA PINE) 6 1.68.N140. 8OJTOM NLL (PCIN ERWSA PINE) 7 IMES .x.rx.eaaws. MANLEY) 1 #8 x 2° PHILIWS FLAT HEAD St31136P o 8 1O MBE T Sc swam RAO. ogreavom PATE) 11 sinEUiE BUNK kIALIfi (POPOEI w5A PIb1E 2 's .c JAW t.75 MIN. PANEL MX, 12° O.C. Aux. rya RNE MATERIAL, STEEL. CA. STEEL PINE PINE PINE STEEL STEEL FOAM PINE PINE PINE 13 HIIiGE JAMB (PONOEHOSA PINE) PINE F4 LATCH JAMB IPOP40ERO1A PINE) FINE 15 ILFE (PiCOR a BASF •LIFE di. flETAO: RESIN (P7 MN), 14CY/Mil (Plan). 16 j ac 2 i fi Rf}t w5 srac 1%4' SHAD PATERAL SEE MAIM DETAILS 18 SEE NC7E FOR SPACAIG_rs IS SEE NOTE FOR 5PACR4G GLA59 CITE RiAVE (POLYPROP1IANE EN OOL} r GLASS 41TE ME (POLYPROPYLENE 6Y 000 GLOMS CUOMO SUM WAG (GE y A alliPasei EJ UM PfiAB LAIEL SNAP cunt come SAME CARA {t70►AG9R0) ct S i1 /2' - Y 4MA. SSE OWING 0EN6L) GLASS (1° BY Ott SEE GLAZING PETAL) r 200 KO MP. PCLYPROP. LEE SAJCONE SIB_ CONCH 1.75" M PAM irrudt 3 AIL g Ali TIEF ... +.A i -. i,7 :7:41!! ►: :.�, .. Mtia. More SPAM/8 FOR t FROM CORNERS k /74- N T C X 17$ 1 l j 3 1/2° (( a� (x) SCREWS 0 3 1/4°., 13 3/41, 26 1 /2' 39 3/11"; 53 do 62 Vat toVILINSU x1..1.104.1111 SAM an rJH FiSt atiu STANLEY 00018 SYSTEMS 6TA -71WQU &l man to CRAVED SZVEL DOOR YEAND TNOUTtnt3RERINAt GENERAL NOTES T. rPa ParmUCr Is DESIGNED DR? MEET VIE siuum' AMNIA DINARS TOLE IDg4 EAMON Fal A6JEttt -.MME COLARIt 11000 bums Sy MEW. MUST itE AMGMOMED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. Ff9+LTHJIttd ANCHORS SHALL BE AS LISTED AND SPACED AS Stitt on DES ANCHOR TO BASE HATERIAI SHALL RE ItEIVND WI- LIRESS NO OR SUMO. 4. MIM4 -RDE APPROVED 4MPAC7 RESISTANT' SHUTTERS ARE RECIUMEo. S. CES1Dz PRESSURE PATON SEE roaLES Pi GE 1. S. STOEtJWS ARE Ni OPTIC ' AND MN BE W A SCNGCti tHR MOLE DOOR CONFID1JALATION. fer f a '1 r u Het '[Pea Door & Weep t:aaetn cONN: Fees -NNNO -t.14 1,1 .((LLI217aaftJrrwrray tit ciie?I N. d OW Pier J1ISt6r 6i0e*Rh yield adranset Ft4 k..3 4t,44$ ps .1 _de= Pct}rdSane Mare rare. welA 1.7 pef lbs. danaily BASF. ere on • R!' tapend 6attanl Roger jairrced pine silos_ The seawater aekos of that f akin are ro,: formed aver the ringer aint a hinge a aad 1.41 fatcl $1ee o fafea a aye rack_ The pane s..,.. two piece potyprapylerni Ma from w arse aiSnnaanti g sed 1 The op and bottom edges idngerthe r/ p.e Skive_ The hrriaanrof e� as of the panel skin era rdf tensed Crver the Singer jdhrted side saes to form a r sch an'ca# itch. Parade ere saracketc i glazed us' _ 1 oFace telyeroppfsne Ate frame with :entered & sr&hd corrur�a {Jr SI1ET !1 CONAN 3 HORIZONTAL ire t xriltr rlT7 'ai atx� e MILIMMI1T,e1S6- , AIPINatrA1 W- ry i:i 7; H - '7- 'itST {:{:.;rij' f1il.'� An a 1 74.0" Wt. OVERALL. w mii 1043' ?M. OVERALL WM D RES t PRESSURE RAJWG YRIEAE WATER IMFILTRATTOH ETROREM£ tai IS NUM SKSLE +510 -SO.D P5r TYPE ?Oi AQUE k!OW fjETeL71 W ODER PRESSURE RA1 G WHERE MU TOFN.TRATIOh1 REOLDROERT IS «I DGD SI/IMPER& AST. RAMMER IAST. Uf11ff TYPE sikar cures +SD.O —ssOA PS► DOUBLE k- 50.0 —+ +0 Psr +sa_D -SOD PSF DOME swinEs r50.0 -44.0 PSr 450.0 -50.0 PSF AM DOOR i4NJi IELE ME W M) ADM IRE INTERIOR EIDF (UJTSWNO DOORS) ONO titifigli ODOR Re/OPHOITAL SDEfJTESJS EYATNI.Y OWAY6 pals, ne:■ O a 3.584.3•31 4444C4f.24540A4‘144 MOVE SCOW „ untot+scaut Inchr FIC4 02 41 la 1 RAR ?InnrT Ag1MH 14 A4 ?TT 71717 P ..J.TtAc taCr.A n i P).t -T7A.1 L. SPACING SEE MOTO a SPACING sea MOTE112 1111/11111111111/11111111 I � i����i��ll flli . vaimmaxims 11).1 � t IIL Iii 0 11.1 SEE NOTE SKr.. 2 F174 SPACE SEE NOTE sm 2 FOR SPACING HOAIZdINTAL 8055 SF AT 1�Sm4 At. IYP. Y 53a IYRds15j utatim .25_ „AI_ 1 S1swU I n z nz e ra g1212W A M55 rt- trtvs Ar . urc►a ,TAUe Tas r TYP, *! SEE rem SNt 2 FOR SPACING •- c_ SEE 401E SHT. 2 FOR SPACING NOI1 : T. SWAM FOR ITEM 128 ON THE IONS A51RAGM. S AS FOLLOWS: T'DP 001ItW ac G2TT044 LIP; 11, 3.S,. 26. & (1) ir UP FROM fl€ SITHKE 7. SPACING FOR ITEM 122 ON THE IMPERL4L AS:RA AL IS AS FOLLOWS: TOP SOWN; ' , 1/41: 18 I/8', 28 vv., 35 3/4', 44 3/13-* 49 VS: FTROIA THE 6ATd0v ; I: 7 I /2: 14 1/2. 21 T/2` 28 1/2 33 1/2° & 37 I /4' .15' Mitt_ G —SINK .25° aMx SHakt Nom. s ASCOUPLUtzawatt THE 21.10.1204 VOW 0 ZIO4 Oi 14CL D1 CI ousts 18CIYt GrATTWn:e perKA; eunnwc • SUMPS. INC 9113166+.3931 tom 8/2/00 arom 1/2' =1 sssn „mil a ,I, - -I D. so. 11 SEE DETAIL tD 77 f SEE BETAIL "eg ..1 1. ; 5 ; 1 J. T SEE LIETAIL131" L s' 11 reP Er —1 ipt 15 c1 gc SEE OUAILT" 174L W men, mos xrpuzAL !MAW SOcr SOME MATE TO MEW-ICED AS SHOW DETAIL Tr 1161ffi€ DETAIL ATELELANSIMIS Iiihr,A;77771:1-.,-.,.^. • . drill 77:71771E.r.r, (r) MACH WREIOS ASTRADAL THROW BOLT snocE PATE TO FRAME AS SIICAVIL 3 .14 -41 .1■; num_ "C" A:TACR Mr-MA' L ASTRAGAL THROW MT WRIT" FLOE TO FRAME AS SEICIIIW. IlLUL•ir ATTACH MM. ASTRAGAL THROW MT SIM MATE TO THRESHOLD AS SHORN LEI 1 1 a 'ilk 119` cs°5 413 C C • 7. cogrialm-2'4, 6134184,IIIJ • 37114:Da friaff:AP traggID..av:Dorg cc ct. cc.,.....v.mge °gigot Acargranc E V6 -0,61-02 tem 6/2/CC scat- r..r.s. DWG. ID': T.:S. cm. If.: • eaLwrk.- ht JOEJE K* TF'30ad T!" t- -- r.la7° F t_71° 1.73° WOOD HINGE & EXAM SCE SRO £WELITE TOP & ODITOM WOOD -il-- .sae' jbt LATCH STYLE t.0' ASTRAGAL HAS (2p 6 V4` Win Q BOTTOM & (2) t7 3/4` BOOS A 'MP 1 —i ArL` • .451174,6z._ fff&UtteRfP (a?a S) T -6;43 DORUCED ALLs(IMIW OPTIONAL ASTRAGAL (IMPERIAL) .071' WAII AI K WIT7I 12" BOLTS ASTRAGAL dh4CSROl4 STRIKE_ PLATE WRROS S9]` MUM .?5 a F A~pEir StRgr F".1.T' WRaOS .04r '517P, 34-375* 1 —I f o 01 ti 000R PANEL TOP ALBESILEDi 4.5625° WOOD TRAK CONTA pwLC� 6COp; COYOLIACE gANCEMO 06 - .0,Posoz mwmvu Tams @Ic IS.66&S8•al 4/__ S_ WC WC Are: TJN cot e.: 35638 This Warranty Deed Made this 3 0th day of April A.D. 19 97 by JAMES P . GUINNESSEY, a single man hereinafter called the grantor, to JOSEPH J. DAY III, a married man whose post office address is: 1032 N. E. 98 Street Miami Shores, Florida 33138 Grantees' Tax Id # :557 -43 -3885 hereinafter called the grantee: (Whenever used herein the term "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth, that the grantor, for and in consideration of the sum of $ 10.0 0 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Dade County, Florida, viz: Lot 15, in Block 180 of REVISED PLAT•OF MIAMI SHORES SECTION 8, according to the plat thereof as recorded in Plat Book 43, page 69, of the Public Records of Dade County, Florida. SUBJECT TO covenants, restrictions, easements of record and taxes for the current year. Parcel Identification Number: 1132050180320 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fec simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 19 9 6 In Witness Whereof, the said grantor has signed and scaled these presents the day and year first above written. Signed sealed and delivered in our presence: Name: Name &Address: JAMES P. GUINNESSEY Printed Name: P. O. Box 403374, Miami Beack FL 33140 Name: Printed Name: Name & Address~ Name: Name Sc Address: Name: Name & Address: State of Florida County of Dade The foregoing instrument was acknowledged before me this 3 0th day of April , 19 97 , by JAMES P. GUINNESSEY, a single man who is personally known to me or who has produced PREPARED BY: SARALYN NEMSER RECORD & RETURN TO: NEMSER & WOLIS, P.A. 18999 Biscayne Boulevard, Suite 204 -A drivers license as identification. Print Name: Notary Public My Commission Expires W. Bill of Sale Know All Men By These Presents, That this 30thday of April ,19 97 A.D., That JAMES P. GUINNESSEY, a single man of the County of Dade , State of Florida JOSEPH J. DAY III, a married man whose address is: 1032 N. E. 98 Street, Miami Shores, Florida 33138 , first party , and of the County of Dade , State of Florida Witnesseth that the first pan y , for and in consideration of the sum of Ten & NO /100 second part ies . DOLLARS, and other good and valuable consideration to first part y in hand paid by second part its , the receipt whereof is hereby acknowledged, has granted, bargained, sold, transferred and delivered to the said second parties and second part its' heirs and assigns forever, the following goods and chattels: Refrigerator, washer, dryer and as between Buyers and Seller To Have and to Hold the same unto second parties , and the second part its ' heirs, personal representatives, successors and assigns forever. AND the first party covenant with the second part ies , and the second part its ' heirs, personal representatives, successors and assigns that the first part y is the lawful owner of the said goods and chattels; that they are free from all encumbrances; that the first sale and transfer of the said property, goods and chattels hereby made to the second part ies , and the second part its ' heirs, personal representatives, successors and assigns, against the lawful claims and demands of all persons whomsoever. This covenant shall be binding upon the first party and the first part y ' heirs, personal representatives, successors and assigns. In Witness Whereof, the first party has hereunto sets his hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Name Witness Name Witness STATE OF Florida COUNTY OF Dade (Seal) JAMES P. GUINNESSEY ,. (Seal) (Seal) (Seal) I HEREBY CERTIFY that the foregoing instrument was acknowledged before me this 30th . day of April 1997 , by JAMES P. GUINNESSEY, a single man who is personally known to me or who has produced drivers licenses as identification and who did not take an oath. This Document Prepared By: SARALYN NEMSER NEMSER & WOLIS, P.A. 18999 Biscayne Boulevard, Suite 204-A North Miami Beach, Florida 33180 97- 779NAWF Printed Name: NOTARY PUBLIC My Commission Expires: r FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the hi dnictlolts bn pages 1.7. SECTION A- PROPERTYOWNER INFORMATION BUILDING OWNER'S NAME DAY O.M.B. No. 3067 =0077 Expires' December 31, 2007 BUILDING STREET ADDRESS (Including Apt, Unft, Sucre, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1032 N.E 98TH STREET CITY MIAMI STATE FL ZIP CODE a'• 3.3 33 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) REVISED PLAT OF MIAMI SHROES SECTION 8 P.B. 43, PAGE 89 MIAMI DADE COUNTY BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, eta Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° -##' -NOV' or ##.°) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS (Type): 0 USGS Quad Map ❑ Other. SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 BZ COUNTY NAME MIAMI DADE B3. STATE FLORIDA B4. MAP AND PANEL NUMBER 0093 B5. SUFFIX J 88. FIRM INDEX DATE 3- 2-94 B7. FIRM PANEL EFFECTIVEREVISED DATE 3-2-94 B8. FLOOD ZONE(S) AE B9. BASE FLOOD ELEVATION(S) gone AO, use depth of flooding) 8.0' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. • ❑ FIS Profile e FIRM ❑ Community Determined ❑ Other (Describe): B11. Incdcate the elevation datum used for the BFE In B9: ►14 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the buil ' located in a Coastal Banter Resources S CBRS area or Otherwise Protected Area OPA ? ❑ Yes ❑ No Des ation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Contra on Drawings* ❑ Budding Under Construction* ® Finished Construction *A new Elevation Certificate w8 be required when construction of the budding Is complete. C2. Budding Diagram Number l (Select the building diagram most similar to the budding for wh ch this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a-i below according to the budding diagram spedfled in Item C2. State the datum used. If the datum is different thorn the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Seddon G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No o a) Top of bottom floor (including basementorenclosure) 9. 8ft(m) o b) Top of need higher floor ,Ni . &ft.(m) o c) Bottom of lowest horizontal structural member(Vzones only) N . &ft(m) o d) Attached garage (top of slab) 9. 3 ft(m) o e) Lowest elevation of machinery and/or equipment servicing the budding (Describe in a Comments area) 3ft(m) o f) Lowest adjacent (finished) grade (LAG) 8.7 it(m) o g) Highest adjacent (finished) grade (HAG) 9. 1 fL(m) o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade 0 o I) Total area of all permanent openings (flood vents) to C3.h II ®, sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, ORARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the Information In Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LOUIE P. JOHNSTON LICENSE NUMBER 2173 TITLEPROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME PIONEER SURVEYORS, INC. ADDRESS 7744 TAFT STREET SIGNATURE FEMA Form 81 -31, Janua CITY STATE ZIP CODE PEMBROKE PINES FL 33024 DATE TELEPHONE 4-10-03 (954) 962 -9334 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding hdommtlon from Salon A BUILDING STREETADDRESS (Induding Apt, Unit Suite, and/or Bldg. Na) OR P.O. ROUTE AND BOX NO. 1032 N.E. 98TH STREET :I rOt.1 isia>sin .mpan o�lNuhn4er CITY MIAm STATE ZIP CODE FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticom pony, and (3) building owner. CompanyN. qp.. r r; COMMENTS C3-e is lowest elevation of a/c slab CROWN OF ROAD ELEVATION IS 82 0 Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. lithe Elevation Certificate is Intended for use as supporting Information fora LOMA or LOMB F, Section C must be completed. El. BuBding Diagram Number _(Select the building diagram most similar to the building for which this certificate Is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or enclosure) of the building is _ ft(m) __in.(cm) 0 above or 0 below (check one) the highest adjacent grade. (Use natural grade, If available). E3. For Boding Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery andlor equlpment servicing the building is _ ft(m) _In.(cm) 0 above or 0 below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes 0 No 0 Unknown. The lace] ottidal must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements In Sections A, 8, C, and Eare correct to the best of my knowledge PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 'r 0 Check here if attachments SECTION 0 - COMMUNRY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplaln management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the appticabte Item(s) and sign below. G1.0 The Information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community -issued BFE) or Zone AO. G3. 0 The following information (Items G4-G9) is provided for community tloodptaln management purposes. G4. PERMIT NUMBER 05. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This penult has been issued for. 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: Datum: Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions an pages 1.7. O.M.B. No. 3067 -0077 Expires `December 31, 200E SECTION A- PROPERTY AWNER INFORMATION BUILDING OWNER'S NAME DAY BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1032 N.E 98TH STREET r�tf CITY MIAMI STATE FL ZIP CODE PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) REVISED PLAT OF MIAMI SHROES SECTION 8 P.B. 43, PAGE 69 MIAMI DADE COUNTY BUILDING USE (e.g., Residential, Non - residential, Addftlon, Accessory, etc. Use a Comments area, RESIDENTIAL If necessary.) LATITUDE/LONGITUDE (OPTIONAL) ( ##° -##' - ##.##' or ##.INfftW) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE: 0 GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 BZ COUNTY NAME MIAMI DADE 83. STATE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVEIREVISED DATE FLOOD ZONE(S) (Zone AO, use depth of flooding) 0093 J 3-2-94 3-2-94 AE 8.0' B10. Ind lc ate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. • ❑ FIS Profile FIRM ❑ Community Determined ® other (Describe): B11. Indicabs the elevation datum used for the BFE In B9:121 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the b located in a Coastal Barrier Resources = CBRS area or Otherwise Protected Area OPA ? ❑ Yes ❑ No Des ! ation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Butding elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Consbuctlon *A new Elevation Certificate will be required when construction of the building is complete. CZ B u i l d i n g Diagram Number 1(Select t h e building diagram most shelter t o t h e b u i l d i n g f o r which this certificate Is being d ompleted - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, AR/AE, ARIAI -A30, AWAH, AR/AO Complete Items C3. -a -1 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No o a) Top of bottom floor (including basement or enclosure) o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servidng the building (Describe In a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade o b) Total area of all permanent openings (flood vents) in C3.h In. (sq. cm) 9. S ft(m) 11 Ltt(m) �•rath(m) 9. 3ft(m) 9.2fL(m) 8.7ft.(m) 9. 1 ft(m) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the Information In Sections A, B, and C on this certificate represents my best efforts to Interpret the data available. 1 understand that an false statement me be • unishable b fine orim 'risonment under 18 U.S. Code, Section 1001. LICENSE NUMBER2173 CERTIFIERS NAME LOUIE P. JOHNSTON TITLEPROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME PIONEER SURVEYORS, INC. ADDRESS 7744 TAFT STREET SIGNATURE FEMA Form 81 -31, Janua CITY PEMBROKE PINES DATE 4 -10-03 STATE FL TELEPHONE (954) 962 -9334 ZIP CODE 33024 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding intonation from Simon A. BUILDING STREETADDRESS Onduding Apt, Unit, :Sub, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1032 N.E. 98TH STREET CITY STATE ZIP CODE MIAMI FL 33138 :: F'r� insuianae Comfy Number CompanyNAIG.Numbe:;,:.:; SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS C3-e is lowest elevation of a/c slab CROWN OF ROAD ELEVATION IS 82 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. lithe Elevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _Poled 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 bolding, provide a sketch or photograph.) E2 The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) ,_In.(c m) 0 above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _In.(cm) above the highest adjacent grade. Complete items CU and C3.I on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is ft.(m) _In.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). B. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated In accordance with the community's floodplain management ❑ Yes ❑ No ❑ Unknown. The local official must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.I only), and E for Zone A (without a FEMA- issued or community- issued BFE) orZoneAO must sign here. The statements In SecflonsA, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNERS AUTHORI7FIl 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 floodplaln management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local Law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community otfldal 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 floodplaln management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED 136. DATE CERTIFICATE OF COiviPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. 0 New Construction 0 Substantial Improvement Gil. Elevation of as -built lowest floor ('mdud'mg basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site Is: lt(m) ___•_it(m) Datum: Datum LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE 0 Check here If attachments FEMA Form 81 -31, January 2003 Replaces all previous editions 0 4 16 BLK. 180 i' `), _ QQ Qb 15' ALLEY - ASPH. PVM'T 9.09' ti FO CN IN CONC BELOW SURFAC CONC U'1 N ��o �. 75.00' D�s ass, 4590 `r0. 00, 4' AC 9.92'_ SR (%0 5.00' FIP 3/4" ,ds -51 - LOT 15 BLK. 180 O so 0■ 0 qo 9.90' 3.5' 21.15' - 0 20.60' ° FI.A ROOM r. 9.150 1 -STORY RESIDENCE No. 1032 F'F _ 11.6 5 co 16.70' o: 19.90' • 13.45' GA12 • 9.34' ° v; N trt OPEN PORCH= )1.2. LH CO a: a>- J � 13.45'� 9.93' 4' obt15-0 u! m 75.00' 26.6' PARKWAY FIP 1 1/2" 0 o. LI't C4 0 FIP 3 /q.° 8.2' J 8.0 LOT 14 BLK. 180 ti 175.00'R 174.96'M N.E. 98th LEGEND AND ABBREVIATIONS= B.M. - BOW- BC D- C= CCHH. C.J.B. - CN NC. ARC BENCH MARK B EAARRING WALK BROWARD COUNTY MENENGINEERNG DEPART - CALCULATED CATCH BASIN CA• BLE JUNCTION BOX CENTER U • T• T ENE CONCRETE 8.2p 75' R/W - 22' ASPH. PVM'T DELTA OR CENTRAL d E - D.B.- DEED BOOK D.C.P.W.D.- DADE COUNTY PUB- LIC WORKS DEPART - D.E.= DRAINAGE EASEMENT D.H.- DRILL HOLE E.F.- END OF FENCE EL- ELEVATION EM- ELECTRIC METER EMH= ELECTRIC MANHOLE FIP- EDGE OF PAVEMENT E.T.- FORMER E TRANS- FDFOCORNE R - FENCE CORNER GS HYDRANT G • - GAS METER ID?- IDENTIFICATION M • MEASURED NH= MANHOLE NN COMMON NAL NO. NAL It DISC N.H.- NAL HOLE OR.B.■ OFFICIAL RECORDS BOOK 0.O.hH. FVEF AD Ma FOUND IRON ROD STREET 8. /E OIL- ON LINE P.B. - PLAT BOOK P.C.- POINT OF CURVATURE PERMANENT CONT- ROL POINT PG.. PAGE PI- POINT OF INTER- SC AA EAR KALON NAL PIL, R. PROPERTY UI E P.O.B.■ POINT OF BEGINNING P.O.C.■ POINT OF COMMENCING P.P.= POWER POLE PRC= � OF REVERSE PVM'T= PAVEMENT 0 N.E. 10th AVE. PRM PERMANENT REFER- ' ENCE MONUMENT P.T. • POINT OF TANGENCY RAD = RADIUS R. RECORD REF. COR.- SET CAPPED 112' IRON ROD' 'PLS 2173' 'REF. COR' R _ TOW RIGHO WAY SND- SET NAL APO DISC LB 5614 SPC- SET CAPPED U2' IRON ROD 'PSI LB 5614 T. TANGENT FIP- FOUND IRON PIPE m 0 I r` U.E - UAL= Wb- YIN R- FOR' DAY TYPE OF SURVEY= BOUNDARY JOB # 97 -0453 DATE' 4/19/97 SCALE= 1" — 20' 97 -779 PIONEER SURVEYORS, INC. SKETCH OF SURVEY LB #5614 ADDRESS' FLOOD ZONE' C.P.N.# 1032 N.E. 98TH STRRET, MIAMI, FLORIDA 33138 AE BASE FLOOD ELEVATION' 8.00 LOWEST FLOOR ELEVATION = 9.80 FT 120652 0093 J 3/2/94 GARAGE ELEVATION= 9.34 FT LEGAL DESCRIPTION= LOT 15 IN BLOCK 180 OF REVISED PLAT OF MIAMI SHORES SECr.LON 8 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 69 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. CERTIFIED TO: JOSEPH J. DAY III IDEAL TITLE & ESCROW COMPANY ATTORNEYS' TITLE INSURANCE FUND, INC NATIONS BANK, ITS SUCCESSORS AND /OR ASSIGNS. 1.11- IUD( EASEMENT UNDERGROUND MATER METER WITH WATER VALVE RISER Ch AN U4K OR WOE FENCE FENCE Wt OD FENCE= --/f-- M soNARy WALL .- 4 - NUMBER d- AND THIS IS A COPYRIGHT DOCUMENT CONTAINING PROPRIETARY INFORMATION AND IS NOT WARRANTIED BY PIONEER SURVEYORS, INC. OR THE SIGNING SURVEYOR WHEN COPIED BY OTHERS. THIS IS NOT A VALID SURVEY WITHOUT AN EMBOSSED SEAL OF THE SIGNING SURVEYOR NOTES= UNLESS OTHERWISE SHOWN HEREON, THE FOLLOWING NOTES APPLY. 11 RECORD AND MEASURED CALLS ARE IN SUBSTANTIAL AGREEMENT. 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASE- MENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT AND THE SAME F ANY MAY NOT BE SHOWN ON THIS SKETCH. 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 4) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. 3) FENCE TIES ARE TO THE CENTERLINE OF THE FENCE. S) WALL TES ARE TO THE FACE OF THE WALL THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE PURPOSE FOR USE AS AN AID AI OBTAINING TITLE INSURANCE ON THE HEREON DESCRIBED PROPERTY. NO ADDRIONAI. WARRANTIES ARE HEREBY EXTENDED. CERTIFICATION= I HEREBY C MINIMUM T THE FLO IN CHAPT CODE, P STATUT OF MY TIFY THAT THIS SURVEY MEETS THE CAL ARDS AS SET FORTH BY AND MAPPERS URVEYOR IDA ADMIN TRATIVE ION 472. 27. FLORIDA AND CDR CT TO THE BEST BELIEF. RTVOYOR NO. 2I73 00D, FLORIDA 33024 UIE P. ESSIONAL LAND j� TE OF FLORIDA (954) 962-9334 NOL AE • Apr, £L5 REVISED- 3 - 1.‘5 -03 LOT 16 BLK. 180 fo .�s oo h' 52, , 15' ALLEY - ASPH. PVM'T s R ob FO CN IN CONC BELOW SURFAC CONE o% U'1 N 1 , � .. 75.00' o �ss .�. �s ryb� vt 9.4 so, _ 4' AC 9.92' Er x LOT 15 BLK. 180 3.5' Z-4"-17:7: S 5.00' 4' :o m 21.15' 20.60' ° FLA R�smVI n FF.9.So 1 -STORY RESIDENCE No. 1032 F'F : I I•e• CO 16.70' • ••O OpIWG1i FIP 3/4" m 1 19.90' OPEN , PORCH :H.2 13.45' GAS 6).34• 9.09' V) QI- 13.45' / 9.93' Xc 4' 26.6' PARKWA 12: N.E. LEGEND AND ABBREVIATIONS' BCED= �` C.J.B.= CCM ' -_ CONCC BENCHMARK BERG WALK BROWARD COUNTY ENGINEERING DEPART - MENT CALCULATED CATCH BASIN CHORD CABLE JUNCTION BOX CCEN T NAL CENTER CONCRETE `8.20 114° 14.1 --+ 98th on Ln C4 LOT 14 BLK. 180 0 175.00'R •" 174.96'M 75' R/W - 22' ASPH. PVM'T �Y OR CENTRAL D.B.= DEED BOOK D.C.P.W.D = DADE COUNTY PUB - UC WORKS DEPART - D.E.= DRAINAGE EASEMENT D.H.= DRLL HOLE EF.= END OF FENCE EL= ELEVATION EM= ELECTRIC METER EMH= ELECTRIC MANHOLE E/P= EDGE OF PAVEMENT E.T.= ELECTRIC TRANS- FORMER FC= FENCE CORNER FM FOUND HYDRANT GM= GAS METER ID?- IDENTIFICATION 11 = MEASURED N= COMMON NAIL NW= NAL & DISC ■ OOR RECORDS BOOK 0/S■ OFFSET, TE O.H. ■ OVERHEAD FIRa FOUND IRON ROD STREET 8.„ O/L= ON LINE P.B.= PLAT BOOK P.C.= POINT OF CURVATURE P.C.P.= PERMANENT CONT- ROL POINT PG.= PAGE PI= POINT OF INTER - PKN= PAARKKER KALON NAL P/L, it- PROPERTY LINE P.O.B.= POINT OF BEGINNING P.O.C. ■ POINT OF COMMENCING P.P. POWER POLE PRC- POINT OF REVERSE PVM?s PAVEMENT N.E. 10th AVE. PRM• PERMANENT REFER- ENCE MONUMENT P.T.= POINT OF TANGENCY RAD = RADIUS R.= RECORD REF. COR.= SET CAPPED 112' IRON ROD' 'PLS 2173' 'REF. COR' RES.= RESIDENCE RAY= RIGHT OF WAY SND= SET NAL AND DISC SPC= SET d1CAPPED I12' IRON ROD 'PSI LB 5614 T. TANGENT FIP= FOUND IRON PIPE 0 rn 97-779 FOR= DAY PIONEER SURVEYORS, INC. SKETCH OF SURVEY TYPE OF SURVEY= BOUNDARY JOB # 97 -0453 DATE' 4/19/97 # ADDRESS= O FLOOD ZONE' _' C•P•N•# 120652 0093 J 1032 N.E. 98TH STREET, MIAMI, FLORIDA 33138 AE BASE FLOOD ELEVATION= 8.00 FT LOWEST FLOOR ELEVATION' 9.80 FT 3/2/94 GARAGE ELEVATION: 9.34 FT LB #5614 SCALE: 1" - 20' LEGAL DESCRIPTION' LOT 15 IN BLOCK 180 OF REVISED PLAT OF MIAMI SHORES SECI'lON 8 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 69 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. CERTIFIED TO: U.I UTIUTY EASEMENT U.6.= UNDERGROUND W4= WATER METER W1', WITH WAR= WATER VALVE RISER CONCRETE= CaeAIN LINK OR x —z WIVE FENCE wC OD FENCE= ---�`- Mt SON;,RY WALL -.-=== OF NUMBER d■ AND JOSEPH J. DAY III IDEAL TITLE & ESCROW COMPANY ATTORNEYS' TITLE INSURANCE FUND, INC NATIONS BANK, ITS SUCCESSORS AND /OR ASSIGNS. THIS IS A COPYRIGHT DOCUMENT CONTAINING PROPRIETARY INFORMATION AND IS NOT WARRANTIED BY PIONEER SURVEYORS, INC. OR THE SIGNING SURVEYOR WHEN COPIED BY OTHERS. THIS IS NOT A VALID SURVEY WITHOUT AN EMBOSSED SEAL OF THE SIGNING SURVEYOR NOTES' UNLESS OTHERWISE SHOWN HEREON, THE FOLLOWING NOTES APPLY. I) RECORD AND MEASURED CALLS ARE IN SUBSTANTIAL AGREEMENT. 2) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASE- MENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT AND THE SAME F ANY MAY NOT BE SHOWN ON THIS SKETCH. 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 4) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. 5) FENCE TIES ARE TO THE CENTERLINE OF THE FENCE. 6) WALL TIES ARE TO THE FACE OF THE WALL THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE PURPOSE FOR USE AS AN AID IN OBTAINING TITLE INSURANCE ON THE HEREON DESCRIBED PROPERTY. NO ADDITIONAL WARRANTIES ARE HEREBY EXTENDED. CERTIFICATION' I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL :!'ARDS AS SET FORTH BY THE FLORIDA BO IN CHAP T 61G17 CODE - ANT STAT'UT AND OF MY NOWLEDS URVEYOR AND, MAPPERS IDA ADMIN TRATIVE ION 472. 27, FLORIDA AND COR CT - TO THE BEST BELT - ' - =/ UIE P. JIDHN, TON ESSIONAL LAND RVEYOR NO. 2173 TE OF FLORIDA (934) 962-9334 . HOLLFYWOOD, FLORIDA 33024 1 • Par Nam NM City lM$Is$a Pr 4Oa Or Oset aster, Plan Ni. fratemostair-- Nly WO K$NEET. FOR MANUAL J ' LOAD CALM T1O$$ . . AIR CONDITIONIN. r WSW M ter et, Wise war Dalin Tiol $3ratw. 011taronse •P Dome* .a.�1�.."111 O:.;_* ?6 &wow Mom* Aeon fail Belli Wes Zi '!.c _ > Tole( moot woo tot InWe PI01 "New r«+tpal•• CPit . MeerN if rtlaattlsNM►Ax as 1.1 0.4414 MUM Ler Msq eeff.. t • lisemlbli Opin Total Latent (loin Thai • Oohs. • LM. a 1 1In9 Mout IkaiMeOie�neAAP►f lom1'hetil aisi matt War lise ii t�rM I -fly Oh* (0al(ow.n.aPtaea ere0) Omer . *W (ea1outslle• Pr oe&rtio} NN1Mt 3' (' )44). c 1 110 lmanekilli iCPU IT Cutout Owing CM.,e... Celt ( _ ) . MOO.* l 'hN X fZ• • ,TMM Mule n • Mionint Wallo 4m t • emus 1 Calculation Procedures A,8,C,D Procedure A • Winter Infiltration HTM Coleylation t. Wats a+tHUgonCPU A 'Z dMR s Cu. PT. x 0.0167 • _ CFM %W M e. Wint40 tMitimitisn lava t. t : • ► , CPU Y a_ .5 winter Tt? • Rads 3. Wins i•iuratisn teal • Ma + TOO t s )C ,KTM S. D... Aiwa Procedure d • summer Infiltration HTM Cebuiation t. So tnMtnt$on C u / ACOIR x III 7 . Ctt. PT. x 0.0117 • Votunto &A MA IntiJafion Otut+ /6 1,t x , - Ti CPU s , I $ minor TO • , S� 'wet • ton $tv MIM t 4 5 O Tow window • , t+ rM $ Poor Ant Procedure C • latent Inflltretlon Gain OAS tG� :.etn. x Procedure 0 • Equipment suing leads 1. aceelb a 0%stn9 Load $a■aHi. V.wtuatlon t+aal 1.1s Vaal. CFM a ,. Sueattar To • VI snot MnsiMet.044 ter 5U ctIin(UM Ili 4 _ suet sk t of vetwetel aM Stratum Willa a f. • WA 'talkie 3 Tttrtparatunw Swim Ataitipt:... • 9Wi +tiateS Load- iNtsOa • vort. RNA stub t. Latent tlritsa LAW Lshntt V.ntUetiortLaid CA a- .2ta. vat rots ii.A. Qt. Omit. • • 4f0.1 ijjt4tl fMHtsi Leads •• 230 a.. ,. No. PaoOta ♦ CtVt inmustioA Load ►rortt Pi cadur* C • = •- seat ta+ae.na •�++ e+t Cline Wed — }t :Lk etas • now to Tatty 6 ; = • . • „ FLORIDA ENERGY EFFICIENCY CODE FOII,SUILOIN19 CONSTROgtK.pti:..: ---.FORM 4100C-01-;*•°7:-""-,'. Limited Appl' ications pymoriptive math ,A,F •••1.- •-f?"1- • SOUTH 7 -8 9 •-r. • .• Small Reaavedette ISFIti‘g Sidon • • 01107,14101i1Cdedarphredil•tbkkrflifilpkiniC0:11440141111010171tillaitiR1111103041ifiiiirldaiNplralliONNSJIRMildterpritandMV4111110001,11Jfid • • • I L • -t ' • -11. ' ' ' • ' • • ' .11 Err r; r 1 .1 11.1--,---7:111111111111111111111111111111111MERIIII fraf-PirrrArt2T19111-411111 PROJECT NAME: ANO ADDRESS:' OWNER: mit, 4 lax oky. STILL MUM TO Emma RESOENCESM8q.irs Maims c4 cmdand ea). Pos:404 optima fatal, ID2ard I03 *any ccestmatt d ationAt I) to 004 yang: Sp= hobs can" ordietylesay asa;msiticiesykrodsmithemstoksbai *Arndt infidel peat/ we be *Meals take Mid Inoxiockmette addlowsluda Carona* saxrafrovccoSiael cos kamordkned spoon submits ;motel widow bawd Is* ReDVATICNS (Assiirldbuldrla min* monks catguts tim at hussars:WINS al te Mot Prexdpbs rasirestrathTatiss 804 ard 602 ap* art, bucesoycla esfpnintbsic aroalal orrOcad. AW&IFSCIURED HOUDIN. BULSIPISS.0* sastratesd■prpmerla Irst ham • • uscassretylis Ism. SUNS SYSTEMS Car* itinexrchle nesse/Ism Es bidet PERs4fl"4°i 1 • 1 1 1 1 1 1 1 111111111111111111 1. Renovation, Addition, New System or Manufactured Home Single family detached or Multifamily attached r'MuItLfamIhj-No. of units covered by this-submission inditioned floor ate (sq. ft.) iedominant eave overhang (fi.) o. Glass area and type: a. Clear glass b. Tint, Nm or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab-on-grade (R-value) b. Wood, raised (R-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 9. Wall type and insulation: ° a.- Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (insulation R-value) b. Adjacent 1. Masonry ()nsulation R-value) 2. Wood frame (Insulation R-value) c. Marriage Walls of Multiple Units' (Yes/No) . 10. Ceiling type and Insulation: • a. Under attic (Insulation R-value) / • b. Single assembly (Insulation R-value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) foloarsa fiKot CK • ▪ Aran ot4 3. Single Pane Double Pane 8a. gr. sq. ft. 801 sq. ft. sq. ft. 7. % 8a. R- .11n. ft. 8b. Rya 11 ii"ak• k sq. tt. 8c. Fhil Sq• ft- Sd. Rai sq. ft. 8e. Rat sq. ft. a-2 12. Heating system': (Types: heat pump, elec. strip, natural gas, LP. gas, gas h.p., mom or PTAC, exlattng, none) 13. Air Distribution System': a. Backflow damper or single package systems* (Yes/No) • b. Ducts on marriage wails adequately sealed* (Yes/No) 14. Hot Water system: ()ypes: elec., natuad gas, other, eng, nor* * Pm:tains to manufactured with site Installed components. Irr treby cd that ,f="r" • clficatle - red by the ca Icedatkm are In iptiance with 41 kaimairp omen 1 hereby aseaY .,._ 4,..4:iiihrjoiri...f`iwAv .4.4. • • -ANN" freiii '0: _ _F.!. omeIV- fL:.12-2 DATE 7:.:r . it .L5 FLORIDA BUILDI • 111111 • LDINO r • 5 64 „q, ft. R. sq. ft. sq. ft.. sq. ft 10a. Rig $1? sq. 10b. Rat sq. ft. 11. Type: C.0-NTIRAL. SEERJEER: .#2 • 0 12. Type: 149PF/COP/APUE: w°94, 13a. 13b. 14. Type: EP': SA . • A...i...■ei•■•■•■•arm•■•Fr, Reba ri Ors ed speralcalons coned byte calculidon banks corciame ugh do Rod& Energy Cals. Wore consbudIco is compietektes building be Invalid for ccoggince In accords= vddi Swim SUM F.S. • . . WANK Of RPM.: , • DATE 13.205 3 4 r 1 � •. .r. -M...MOta.11. Tt S. •fl LRi• 11 *,Q etSi}I.V- V a.. • I+ •.. .. f.Y- .,.' .•.9. v..1.1. TAM-ESC-1: PRESCRIPTIVE REMISSADIT9.FOR SAU.ADORIONsPictSq.R.Ind Lass); RENOVAiIONSTO . CTIFI ,% t 4. 1 COMPONENT UM GtI NSULATION Cpttc to Block • Frame, 2' x 4' Frame, 2' x 6': - C/�o�n�rr.to�n :Frans - Common, Masonry • R-5 R-14 R-19 R-11 R-3 INSULATION NiSTALLED ' ' "Zonse7' rwY:... 9t1E�tV3TALlED ©OttPONENis OF taA1RIFACTU ED FIOIES. pt y' MIMS iwS'tQ►rat N 2 Under Attie - -. . Single Asaernby; Enclosed Fes:.. Metal Pans Single Assembly: Open Common, Frame R-30 R-19 R -13 R -10 R-11 Slab- on-grade Raised Wood Raised Concrete Common, Frame No Minimum • R -11 R-5 • R -11 • In unconditioned space In oondftioneti space PREjCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN A00)TIONS ONLY ,-�- Nemeses class to Iloor area allovied is selected by tvpe. overhsnq Ienat>t and solar hsetaaln coetlicient.' Maximtan% • .R4 No minimum Central NC -spit Room un8 or F?TAC • , Elector: Resistance `-- Heat pump • Sprit Roorn.urili orPTHP Gas, natural or propane Fuel Oil SEER V. 1oA SEER.''; 9.7 'a -EER • - 8 5• i SEER • •' 12.4 SEEfi .' .rEERT `: • • Electric Resistance Gas: Natural or LP. - Fuel Oil HSPF_ • 6.8 HSPF• - -6.6 OOP = ' 2.r es AFUE • : -.78 AFUE - :.78 EF • AS •EF. - ..54 EF - .54 HSPF s .HSPF ' --- HSPF/ at • AFUE • AFUE • EF • LSD EF. - • EF - •SOS T.*0-3.si HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED GENEVLGRECTIONS:- 1. On Table Wel the RASA insidon being teded lo each caranent and the alftercylevals he ecatmalkshg trsialti M ard elkiindea tabled mat net a noel mitarmobta Cavan:en wd soaped Nth, bakg ad* roan:Wein /beteftbienk ' 2ADOMCNSCPLY. DeeninstlepaoeepednewgbssbaorrSizedfoxseainthee: li keastator aTealteareasbfat¢ masfndoas,aidngylwdoasand2aaadoles*h .Cattails sd all nonnrtala:d ¢ns ant add tb teacakes tobt Wren gksh ears admix WebbArgramandor mixed tri addfon.enamouat awl bb tell ant dtis maybaabsadadkm she told Omura. Ohid Its Awed glassavaideltyfieamB (owllooressalitssddebn.AltO / iWtagetttepuntFrediheiargestglasnpaca+ bgsurrdanithyrrcaltteedperoolpshisenTabieEC2 ..lrudgersungirenbfattged¢es PI* hkm)axl andeng(Olip reds8rasoahasgainca talent (SAC). Fora Oven *alp rod wean" ihemhintu , *taetgalnex8idsd Mond isgeoid ktad gins Mato addoas pia* in be talk tab dfieboseandbaigreirstakiln neskate do rotten b con* wfiAreorertanott War heitpincoelkiel retaken* auTadsOC2.Mrsafmhaaddio muttmaitbeagarsrt Ix one cite areas inbe asps: ertbge okay you itde ead. The oredwg (OM d z is tresaured paperdokiti from the ka ribs rO ta. Liapoiadtxyrndstocalmoatedgedaara j FENOYATIONSQ&Y. Repaamardgleaarnedtbmeetbelota +irrgrecakernak ► t74hSS type exdstishedganoosikientmaybsesedfag4ralseas eti hat u ivatkeatateobiteadwpandritosebaaatedga a- t Ward tater tan eaeti mtievistag MSS MIS Wig remitted tet63ratleetaeatsriamuatbeethersitgeprretiaed ,darbTiprraier doubirpenetad.,. M3SYSTBIS.Carpijslrauclaw ytko'sirbbdkt sytkaiasbbd rairbm+Moaressidesatepitddpega t. . • Arid' kin/ a%gimleaaterSmd Mika and Renowlir ,TabuSAanddredralappklidelens 7. Reed, SignsrddaMteVaraAgrrfoerrestiat stewed en pep 1. . 13.208 FLORIDA BUILDING CODE -- BUILDING UP TO 20% UP TO 30% UP TO 40% ' UP TO 50% Single Dole Single Double Single garble Singe Double OH . r C nu • SUM: r1H - R C OH . RHAr', nY - sic nH . RHr•r: QH . swan -- a!•t_. St-inn 1...87 Or -.75 0•-.78 '• 1'- .78 0'- .61 3- .87 2'- .75 1.- .67 0' -.39 2' -.78 . ' 1'- .61 0.- .44 - 4'- .67 3'..75 2' -.57 1' -.3B 0.. 3'- .76 1t - .61 1% A4 0' -.35 . _ 5 0'- .57 • Get certified SHOO from the manufacturer or use defaults: Single clear SHGC • .87. double clear SHGC • .78, and single tint SHOO • .75. TABLE 8C-3 I MOGAUM REQUIREMENTS FOR AU. PACKAGES • COMPONENTS SECTION REQUIREMENTS Exterior Joints & Cracks 806.1 To be caulked. oesketed. weather -strlooed or othsrwlse sealed. Exterior Windows & Doors 808.1 Max. 0.3 dm/salt. window area; .5'dn /sq.ft door ana. V r>ra` ' Sots i Top Plates 806.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Ughtlno 606.1 Type IC rated with no penetrations (two alternatives allowed}. V UutU -story Houses 806.1 Air barrier on perfrneter of floor cavity between floors. Exhaust Fans 808.1 Exhaust fans vended to unconditioned space shall have dampers, except for combustion devices with Inteoiel exhaust ductwork. ✓ Combustion Heatina 608.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent aooliances. • r,, Water Headers - 812.1 Comply with efficiency requirements in Table 8 -12. Switch or dearly marked circuit breaker (eleciri) or cutoff (aosi must be provided. External or built- lnheat trap required for ve 1olosdsers. .... • Swlmfldng Pools & Spas 812.1 Spas & heated pools Must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efliciencr of 78% Hot Water Pipes 812.1 Insulation is required for hot water circulating systems (ktdtucitg heat recovery units). - 8••' Shower Heeds 812.1 ' Water flow must be restricted to no more than 2.5 gafonsiasr mime at 80 PSIG, Y t• HVAC Duct Construction, insulation & MstaItation 810.1 All ducts, fttUngs, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated and Instafled in accordance with the criteria of Section 8101. Ducts in attics must be insulated to a minimum of R-6. HVAC Controls • ' .. '607.1 ' Separate reedy accessible manual or automatic thermostat for each system. GENEVLGRECTIONS:- 1. On Table Wel the RASA insidon being teded lo each caranent and the alftercylevals he ecatmalkshg trsialti M ard elkiindea tabled mat net a noel mitarmobta Cavan:en wd soaped Nth, bakg ad* roan:Wein /beteftbienk ' 2ADOMCNSCPLY. DeeninstlepaoeepednewgbssbaorrSizedfoxseainthee: li keastator aTealteareasbfat¢ masfndoas,aidngylwdoasand2aaadoles*h .Cattails sd all nonnrtala:d ¢ns ant add tb teacakes tobt Wren gksh ears admix WebbArgramandor mixed tri addfon.enamouat awl bb tell ant dtis maybaabsadadkm she told Omura. Ohid Its Awed glassavaideltyfieamB (owllooressalitssddebn.AltO / iWtagetttepuntFrediheiargestglasnpaca+ bgsurrdanithyrrcaltteedperoolpshisenTabieEC2 ..lrudgersungirenbfattged¢es PI* hkm)axl andeng(Olip reds8rasoahasgainca talent (SAC). Fora Oven *alp rod wean" ihemhintu , *taetgalnex8idsd Mond isgeoid ktad gins Mato addoas pia* in be talk tab dfieboseandbaigreirstakiln neskate do rotten b con* wfiAreorertanott War heitpincoelkiel retaken* auTadsOC2.Mrsafmhaaddio muttmaitbeagarsrt Ix one cite areas inbe asps: ertbge okay you itde ead. The oredwg (OM d z is tresaured paperdokiti from the ka ribs rO ta. Liapoiadtxyrndstocalmoatedgedaara j FENOYATIONSQ&Y. Repaamardgleaarnedtbmeetbelota +irrgrecakernak ► t74hSS type exdstishedganoosikientmaybsesedfag4ralseas eti hat u ivatkeatateobiteadwpandritosebaaatedga a- t Ward tater tan eaeti mtievistag MSS MIS Wig remitted tet63ratleetaeatsriamuatbeethersitgeprretiaed ,darbTiprraier doubirpenetad.,. M3SYSTBIS.Carpijslrauclaw ytko'sirbbdkt sytkaiasbbd rairbm+Moaressidesatepitddpega t. . • Arid' kin/ a%gimleaaterSmd Mika and Renowlir ,TabuSAanddredralappklidelens 7. Reed, SignsrddaMteVaraAgrrfoerrestiat stewed en pep 1. . 13.208 FLORIDA BUILDING CODE -- BUILDING REPORT OF SUBSURFACE SOIL EXPLORATION GEOTECHNICAL EVALUATION AND RECOMMENDATIONS For Two Story Additions to Existing Residence 1032 NE 98 Street, Miami, Florida 33138 Prepared for 'Ws. Elizabeth bay TASK LABORATORIES, INC. 14241 SW 140 Street, Miami, Florida 33186 TASK LABORATORIES, 14241 S.W. 140 STREET January 26, 2003 Ms. Elizabeth Day 1032 NE 98th Street Miami, Florida 33138 MIAMI, FLORIDA 33186 C305) 235 -5355 FAX C305) 266-1778 Re: Geotechnical Investigation Analysis and Recommendations for Foundations Project: Additions to Existing Residence at 1032 NE 98 Street, Miami, Florida Pursuant to your request and authorization, Task Laboratories, Inc., has completed a subsurface Investigation at the above referenced project site and are pleased to submit the enclosed foundations recommendations and two (2) Standard Penetration Borings report. We would also like to offer our services for quality control testing of proposed construction, i.e. Threshold and foundation bearing surface inspections, soils, concrete, steel and roofing materials. We appreciate the opportunity to have been of service to you and looking forward to provide testing and inspection services required during the phase of construction. Should you have any question or need further assistance, please feel free to call us. Sincerely, TA K BORATORIES, INC. Tasnim Uddin, P.E., P" President MI / TU 9 Enclosure: (Borings Hole #'s B -1 & B-2) MI / T2004-05 SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL ENGINEERING TASK LABORATORIES, INC. 14241 S.W. 140 STREET MIAMI, FLORIDA January 26, 2003 Ms. Elizabeth Day 1032 NE 98th Street Miami, Florida 33138 Re: 33188 (305) 235 -5355 - FAX (305) 266 -1778 Geotechnical Investigation Analysis and Recommendations for Foundations Project: Additions to Existing Residence at 1032 NE 98 Street, Miami, Florida Dear Ms. Day: Pursuant to your request and authorization, Task Laboratories, Inc., conducted a Subsurface investigation at the above referenced project sites and are pleased to submit this report. The purpose of the investigation was to examine and document the existing subsoil conditions at the site and provide you with foundation evaluation and recommendations for proposed two (2) story additions at above referenced <location. The subsurface exploration consisted of two (2) Standard Penetration Borings, conducted at the site to a depth of fifteen (15) to twenty five (25) feet below existing ground surface, and performed in the general vicinity of the locations shown on attached sketch, identified as Hole #'s B -1 & B -2. Fieldwork was performed using standard drilling equipment and methods. Disturbed soil samples were obtained in accordance with ASTM D -1586, in which a two- (2) foot long, 2 inch outside- diameter split -spoon sampler is advanced by successive blows of a 140 Ib. hammer, . free falling 30 inches. The number of blows for each .6 inch penetration is recorded; the summation of the second and third blow counts for each 2 foot sampling interval constitutes the standard penetration resistance, in blows per 6 inches. Representative samples of the sots and rock were taken at intervals shown on the appended boring togs and were visually examined in our laboratory. The appended boring logs' present factual information and description of the subsurface conditions at the specific test boring locations. However, the review of the boring logs indicate a 3 ft thick layer of tan silica sand, shell & rock fragments with 1 ft thick layer of. black & grey silica sand and rock particles, and presence of grey silty & clay sand muck from 4'-0" to 6' -0 depth, underlain with tan & grey silica sand with coral rock which extend to the depth of boring termination. SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL ENGINEERING Mr. Elizabeth Day January 26, 2004 Page 2 At the time of drilling, the ground water was encountered 6' -9" below the existing surface. However, since the water level fluctuates with seasonal variations, tidal changes, rainfall, and nearby construction activities, these depths should not be relied upon for dewatering or construction purposes. On the basis of the foregoing, it is our opinion that the in -situ soils at the site will not provide adequate support for shallow or mat foundations for the proposed structure due to, uplift resistance, space constraints, and subsoil conditions based on the results of the boring. We, therefore, recommend use of deep foundation system of steel pin piles to support the proposed water storage tank at this site. A deep foundation system comprised of Steel Pin Piles has been chosen as the foundation alternative to support the proposed two story additions to existing residence. On the basis of the foregoing, it is our opinion that the steel pin pile system appears to be the most appropriate for this project considering the encountered subsurface conditions, their relatively low cost when compared to other types of deep foundation systems, and the relatively low level of noise and disturbance during the construction activities for this project. We, therefore, recommend use of Steel pin Piles to support the proposed Spa additions to existing swimming pool at this site. Based on the field test results, subsurface exploration and subsoils encountered, we are pleased to report that the three (3 ") inch diameter and 20 feet long schedule 80, concrete filled galvanized steel pipe piles will provide allowable axial capacity of 5 tons and can be successfully utilized at this site by socketing the pilings into the underlying rock formation. Calculations based upon "N" values recorded during the boring operation indicate that the individual pile capacity indicated above can be achieved at this site for a 5' rock sockets. The capacity of steel pipe piles include a factor of safety of two (2) against failure in shear, Allowable pile capacity refers to dead plus normal live load acting on pile. Allowable uplift capacity may be designed for 20% of the design axial Toad. Steel Pipe Piles Details and Installation: • All pin piles shall be ASTM A53, type S OR ASTM A501, three (3) inch inside diameter schedule 80 galvanized steel with 2 # 5 bars inside and filled with grout having compressive strength of 3000 psi in 28 days. • Pin piles shall be installed in lengths appropriate for installation locations, provide proper splicing where necessary. • Pin piles shall be driven to refusal with a Rhino 140 Ibs pneumatic hammer. Refusal is achieved when vertical movement is less than one (1) inch within two minuts of continuous driving. Mr. Elizabeth Day January 26, 2004 Page 3 • Work must be performed by an approved piling contractor with the certified experience in this type of work. Architect/Engineer must review the qualification of piling contractor for compliance. • Space around each pin piles shall be excavated as required to encased the pile into cap or grade beam. • All piles shall be filled with solid grout and reinforcing steel inside prior to pouring the reinforced cap / grade beam, however, it shall consist of a minimum of 2 # 5 bars extending into caps /grade beams with standard hook. • Geotechnical Engineer or his / her representatives should observe and review steel pipe piles installation, perform inspection and prepare pile log to ensure compliance. The piling contractor must review report and boring logs and should be made himself aware of the subsurface condition prior to commencing with the project. The ground floor slabs may be constructed directly on compacted existing soils or compacted structural fill after site preparation, compacted to a least 95% of maximum density as determined by AASHTO T -180 and ASTM D -1557. Sub grade systems are not required beneath slabs, but we recommend that the slab be placed on an impermeable membrane to serve as a vapor barrier against soil dampness and radon gas entry. Task Laboratories Inc., should be afforded the opportunity to provide monitoring during steel pile installation to ensure compliance with the above recommendations and to confirm subsoil conditions on which these engineering calculations were based. These items must be documented at the time of occurrence by Task Laboratories Inc.'s personnel. In the event Task is not retained in this capacity, Taskcannot accept responsibility for the execution of the recommendations or performance of the foundation system as provided in this report. Our evaluation of the site subsurface conditions has been based on our understanding of the site and project information furnished by your office and the data obtained in this Geo- technical exploration. The general subsurface conditions are derived from the interpolation of subsurface data between test borings. It is unlikely that the dispersed sampling used in this exploration will identify all variant conditions. It is however, important to understand that major subsurface discontinuities or soil quality changes that can affect pile installation, excavation, construction, and long — term performance may occur within short lateral distances. Appropriate field- engineering observation during steel pin pile installation, excavation and filling will provide the best basis for identifying variant conditions and for initiating proper remedial action changes in the submitted project details or the discovery of any site or varying subsurface conditions prior to and / or during construction which deviate from the data obtained in this exploration should be immediately reported to us for re- evaluation. Mr. Elizabeth Day January 26, 2004 Page 4 Regardless'of the thoroughness of geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations those reported in our boring logs. This report is being prepared exclusively for the use of Ms. Elizabeth Day. The conclusions provided by Task Laboratories, Inc., are based solely on the information presented in this report. As a mutual protection to clients, the public and ourselves, all reports are submitted as a confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. The recommended construction phase inspection by the Geotechnical Engineer will provide continuity in the implementation and interpretation of the recommendations contained in this report. For this reason, we believe that this inspection service should be provided by Task Laboratories, Inc. we would also like to offer our services for quality control testing of proposed construction, i.e. pile casting, foundation bearing surface, soils, concrete, steel and roofing materials. We appreciate the opportunity to have been of service to you. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincere) TAS BOR TORIES, IN uhamma• Irshad Structural / Geotechnical Engineer MI / TU Enclosure: (Borings Hole Log #'s B -1 & B -2) Respectfully Submitted by Tasnim din, ,PLS P.E. # 18877 G_Report/ T2004-05 TASK LABORATORIES, INC. 14241 S.W. 140 Street, Miami, Florida 33186 (305) 235 -5355 TEST BORING REPORT Fax (305) 266 -1778 Client Ms. Elizabeth Day Job No. T2004 -05 Address 1032 NE 98 Street, Miami, Florida 33138 Report No. 2 Project Addition to Existing House Hole No. B -2 Address 1032 Northeast 98 Street, Miami, Florida 33138 Date 1/13104 Location South Wall of the Garrage Driller R.S & T.H Depth (feet) DESCRIPTION OF MATERIALS Sample Number Hammer Blows on Sampler "N" Hammer Blows on Casing 1 0' -0" to 1' -0" Grey Silty Sand with Rock Particles 4 8 2 1' -0" to 3' -0" Tan Silica Sand with Gold Coral Rock 2 6 3 14 3 Fragments 1 2 4 3' -0" to 3' -2" Gold & Green Clay Sand 4 3 2 5 5 3' -2" to 7' -0" Green Sand 2 3 6 6 3 4 6 7 3 2 8 7' -0" to 7' -6" Tan Silica Sand with No Rock 8 4 5 6 9 7' -6" to 8' -0" Tan Silica Sand with Gold Coral Rock Fragment 6 4 10 8' -0" to 10' -0" Tan Silica Sand with Coral Rock Fragment 10 6 15 10 11 10' -0" to 15' -0" Beige Silica Sand with Coral Rock Fragment 12 9 12 12 19 16 28 13 15 18 14 14 14 12 32 15 15 119 Water Table 6' -9" on 1/13/04 Respectfully submitted, Tasnim Uddin, P.E. # 18877 As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients and authorization for publication of statements or extract from regarding Is reserved pending our written approval. SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS v TASK LABORATORIES, INC. 14241 S.W. 140 Street, Miami, Florida 33186 (305) 235 -5355 TEST BORING REPORT Fax (305) 266 -1778 Client Ms. Elizabeth Day Job No. T2004 -05 Address 1032 NE 98 Street, Miami, Florida 33138 Report No. 1 Project Addition to Existing House Hole No. B -1 Address 1032 Northeast 98 Street, Miami, Florida 33138 Date 1/13/04 Location East Wall of the Garage Driller R.S & T.H Depth (feet) DESCRIPTION OF MATERIALS Sample Number Hammer Blows on Sampler "N" Hammer Blows on Casing 1 0' -0" to 1' -0" Black & Grey Sand with Few Rock Fragments 3 8 2 1' -0" to 3' -0" Tan Silica Sand with Shell & Rock Fragments 2 7 7 15 3 6 3 4 3' -0" to 4' -0" Tan Silica Sand with Shell & Rock Fragments 4 7 4 10 5 4' -0" to 6' -0" Grey Clay with Silty Sand 6 7 6 6 4 6 11 7 6-0" to 8' -0 "Tan Silica Sand with Gold Coral Rock Fragment 9 10 8 8 17 20 27 9 8' -0" to 10' -0" Grey Silica Sand with Coral Rock Fragment 19 14 10 10 13 18 27 11 10' -0" to 13' -0" Tan Silica Sand with Coral Rock Fragment 14 16 12 12 18 10 34 13 8 10 14 13' -0" to 18' -0" Tan Silica Sand with Coral Rock Fragment 14 6 4 16 15 6 8 16 16 10 9 18 17 9 11 18 18 10 11 21 19 18' -0" to 20' -0" Tan Silica Sand with Shell Coral Rock 10 11 20 Fragment 20 7 7 18 21 20' -0" to 25' -0" Tan Silica Sand with Coral Rock Fragments 11 7 22 22 7 10 14 23 8 11 24 24 10 14 21 25 13 12 Water Table 6' -9" on 1/13/04 Respectfully submitted, Tasnim Uddin, P.E. # 1887 As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients and authorization for publication of statements or extract from regarding is reserved pending our written approval. SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS Date: Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., Inc. 1908 NW 112 Avenue Coral Springs, Fl. 33071 (954) 753-1988 License Nos. EB5251 & 19554 Atlantic Truss Co. Inc. Job # Master # Customer: Address or Lot/Block 9/22/04 9375 RICHARD BUELL CONSTR. Architect / Engineer of Record Name: 1032 NE 98 ST Address: Section or Subdivision: City or County: MIAMI SHORES Lic. #: Building Code: Florida Building Code, 2001 Chapter 2319.17 -2 Loads in P. S.F. (Unless Otherwise Noted): Top Chord Live Top Chord Dead Bottom Chord Live Bottom Chord Dead TOTAL ROOF 30 15 0 10 55 Duration Factor 1.33 09 0 FLOOR 40 10 0 5 55 1.00 Wind Speed 146 MPH Computer Program Used ALPINE 7.01 This package includes a Truss Index Sheet and 7 truss drawings, together with the attached index of the Truss System design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61615- 31.003 of the Florida Board of Professional Regulations. Furthermore, the responsibility of the undersigned is solely limited to the design of the truss components shown. The suitability and use of these trusses for asnybuilding is the responsibility of the building designer. too Minh? Res p, O' v Mrri M Lice e. — - ✓i�Sl ©+trtNw� �., Inc. �i 19554 SEPt2 2004 Bearing Information Atlantic Truss Company 850 NW 61st Street Fort Lauderdale, Florida 33309 Phone: (954) 491 -3310 Fax: (954) 941 -8237 Layout #: 9375 Plan #: Date: 09/22/2004 Job Info: DAY RES ADDITION 1032 NE 98 ST, MIAMI SHORES Builder: RICHARD BUELL Salesman: WALL{ IN Profile Qty. Plys Span Desc. Seq.# Brg# Reaction Uplift 6 1 15'8• T1 1. 44232 2. 1055.63 714.00 1055.63 714.00 2 2 15'8• H1 1. 44228 2. 3182.29 2136.00 3166.92 2127.00 4 1 8'8.10 C8 1. 44214 2. 611.08 988.00 835.43 610.00 6 1 6'2• J6 44218 1. 2. 3. 572.02 76.18 223.39 525.00 180.00 283.00 1 5' E5 1. 2. 44198 3. 515.78 62.15 171.04 515.00 180.00 247.00 8 1 3' E3 44194 1. 2. 3. 435.43 72.31 71.29 827.00 180.00 180.00 8 1 1' E1 1. 2. 44189 3. 498.26 169.24 406.78 1147.00 180.00 180.00 PAGE 1 850 NW 61st ST. FT. LAUDERDALE, FL 33309 PH# (954) 491 -3310 Fax# (54) 491 -8237 DATE: 9/22/04 JOB NO: 9375 MASTER NO: DESIGNER: D.A. ENGINEERING PACKAGE BUILDING DEPT. (SEALED) OFFICE (UNSEALED) JOBSITE (UNSEALED) HANGERS A LUS 26 B HUS 26 C HHUS 26 -2 D HUS 28 E HUS 48 F HHUS 28 -2 G HGUS 28 -3 RIGHT LEFT H SUR/L 26 RIGHT LEFT 1 HSUR/L 26 -2 RIGHT LEFT J THASR/L 218 RIGHT LEFT K HSUR/L 414 L HGUS 26 -2 M THJA 26 NO HANGERS CONTRACTOR: RICHARD BUELL CONSTRUCTION MODEL: DAY RESIDENCE ADDITION ELEVATION: LOT /BLOCK: 1032 NE 98 ST SUBDIVISION: CITY /COUNTY: MIAMI SHORES JOB # 9375 CONTRACTOR RICHARD BUELL CONSTRUCTION MODEL DAY RESIDENCE ADDITION ELEVATION LOT /BLOCK 1032 NE 98 ST SUBDIVISION CITY /COUNTY MIAMI SHORES ENGINEERING DETAIL INDEX 11' -0" CORNER SET 7' -0" CORNER SET 5' -0" CORNER SET STANDARD ROOF VALLEY DETAIL PIGGYBACK CONNECTION DETAIL STANDARD FALSE BOTTOM DETAIL STANDARD GABLE END DETAIL DROPPED GABLE END DETAIL STANDARD LATERAL WEB BRACING This safety alert symbol is used to attract your Aattention! PERSONAL SAFETY iS INVOLVED! When you see this symbol - BECOME ALERT - HEED iTS MESSAGE. CAUTION: A CAUTION identities safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures.;' HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, stores handle, install and brace metal plate connected wood trusses to protect life and pro ._ The installer must exercise the same high degree of safety awareness as with any other structural material. TPt does not intend these recommendations to be interpreted as super iorto the projectArchfect's or Engineer's design specificatio n for handling, installing and bracing wood trussesfor a particular roof or floor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet `Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91' from the Truss Plate Institute. DANGER:. A DANGER designates a condition where failure to foliow.instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition wherefailure to follow instructlons could result in severe personal nlury''or `damage to structures. „in TRUSS PLATE.INSTFTUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 537t9 (608) 833 -5900 personnel inthewoodtruss industry, but must, due to the 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 formwithout written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION : .Trusses shoutd'ilot. be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 is WARNING: Do not attach cables, chains, or hooks to the web members. t 1 Approximately '12 truss length 60° or less Approximately 'h truss Length Truss spans Less than 30'. Spreader Bar Toe In Toe In Approximately '/z to ins truss le • h Spreader Bar Toe In Less than or equal to 60' Approximately '/z to 1 truss len . th Tag Line WARNING: Do not lift single trusses with spans _greater than 30'1by the peak. 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 ot 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 Line Toe In Less than or equal to 60' Tag Line Tag Line Strongback/ SpreaderBar At or above mid - height Tag Line AIL 1 PIPI Approximately 3' to 34 truss length Strongback/ SpreaderBar Greater than 60' 10' 10' /4 LAM Approximately ads to'/, truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of trusses with similar configurations. Consult a registered professional „;engtneerff a;,different . bracing arrangement is desired. The engineer may design:. bracing in accordance'with. Tpi's Recommended Design_ Specification for Temporary,Bracfng Rf Metal,P/� a _n R.ected,4Wood Trusses, DSB=89, and in some cases determine ttiat'a wider spacing possible. - . Frame 2 12 4 or greater SP Upto32' • MINIMUM P1TCH ,.. ATER SPACJ, TOP CHORD DIAGONAL BRACE SPACING (DR& Over 32' - 48' Over 48' - 60' Over 60' 4/12 4/12 4/12 6' 5' 20 10 6 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. Top chords that are laterally braced can buckle together andcause collapse it there isnodiago- nal bracing Diagonal bracing should be nailed to the underside of the top chord when purnne are attached to the topside of the top chord. SPF /FIF 15 7 4 SP - Southern Pine SPF - Spruce-Pine-Fir Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required 1 AWARNING: Failure to follow these recommendations could result in.: , severe personal injury or damage to trusses or buildings. H 11... a gj�h!$"t i3 t3 irk 3 B � k VNI7 Up to 28' 2.5 7' 17 12 Over 28' • 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer )F - Douglas Fir -Larch -IF - Hem -Fir Continuous Top Chord Lateral Brace Required 10' or Greater 12 5 AV 1140:4111.■ All lateral braces lapped at least 2 trusses. Attachment Required --� Fiarn@_3 fi Ng. Topchords that are laterally braced an buckle toprtherandeaueeeon apse6thereisnod1ago- aatbrachrg. Disgonatbrach* should benaited to the undereMa of the top chord when purnns are attached to the topalde of the top chord. • . _.. SPAN Up 10 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCFI 4/12 4/12 4/12 BOTTOM CH BOTTOM CHORD blikatialfitatt LATERAL. BRACE 0400( spA6046(igs) • 15' 15' 15' SPIDF* 20 10 6 See a registered professional engineer 15 7 4 DF - Douglas Fir-larch SP - Southern Pine HF - Hem-Fir SPF -Spruce-Pine-Fir ".• tottom chord diagonal bracing repeated each end of the building and at same pacing as top chord diagonal bracing. AU lateral braces lapped at least 2 trusses. liegerri WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' intervals. • Permanent continuous lateral bracing as specified by tbe . . truss.engineering. . '1.4.771=-41111W Frame 4 ',DAN to 32' Over 32' - 48' Over 48' - 60' Over 60' . . . N1ININ11.1114 DEPTH'' TOP CHORD LATERAL BRACE SPACING(LBs) TOP C1101ID DIAGONAL BRACE SPACING (DBO [# trusses] Pii/E. SPFIHF 30" 8' 16 10 42" 6' 6 4 48" 5' 4 See a registered professional engineer )F - Douglas Fir-Larch SP - Southern Pine IF- Hem-Fir SPF - Spruce-Pine-Fir 4; 2 2x4/2x6 PARALLEL CHORD TRUSS lop hor da that are laterally braced can buckle together and cause collapse if there is no &ago- nal bracing Diagonal bracing should be nailed to the underaide of the top chord when online are attached to the topside of the top chor d. Continuous Top Chord Lateral Brace Required 30' or greater The end diagonal brace for cantilevered trusses must be placed on vertical Webs in line with the support. End diagonals are stability and must be dup both ends of the truss system. WARNING: Failure to follow theie recommendations could teaidi in seveie personal injury-or damage to trusses or buildings. • " • , , Topchords that are laterally braced can buckle looetherand causecollapse if there isno &ape- nalbracing. Diagonal bracing should benailed to the underside of the top chordnihen marlins are attached to the topside of the top chord- • Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required End diagonals are ilabDity and must be both ends ot the truss Frame 5 ><- 3 1 /2 * Trusses rnusthavekun- ber oriented in the hori- zooid direction to use this brace spacing. • iP CHORD . TERAL.DRACE.- ACING(LDs) • up 4 24' Over 24' - 42' Over 42' - 54' Over 54' 3/12 3/12 3/12 7' 6' TOP CHORD DIAGONAL BRACE SPACING (DBg) r# trusses); SP /DF SPF /HF 17 10 6 See a registered professional engineer )F - Douglas Fir -Larch iF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherend cause collapse inhere fano diago- nal braying. Diagonal bracing should hennaed to the underside or the top chord when purlins are attached to the topside of the top chord. 12 6 4 12 or greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace - �l Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. PLUMB Truss Depth DN1) t.-Y4'41 Irwin-rum Osplacement • °''D iii '0/50 . ' :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' Lesser of 0/50 or 2" Plumb Line OUT-OFF,PLUMB INSTALLATION :TOLERANCES. 1 Length L(In) Bow L(In) t Lesser of L/200 or 2" L(in) riatlaicali 50" • 4.2' 00" Iffna II 8.3' 150" 3/4" 12.5' Lesser of L1200 or 2" f3l�la]'1„'� „'�' �'Y4L . p�fii 1i it 200” 1" 18.7' 250" 1 -1/4" 20.8' 300" 1 -1/2" 25.0' OUT-OF -PLANE INSTALLATION TOLERANCES. Frame 6 Sfi,ANDAID I AfiERAl WEB BRACING TRUSSES 24" O_G. END OF BRACING MEMBER SHALL BE CONNECTED TO A FIXED RIGID POINT OR X- BRACED AS NOTED ON THIS DETAIL. TRUSSES e 24" O.C. Ix4 OR 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2 -12d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 *3 OR BETTER. NAILING PATTERN T -BRACE SIZE NAIL SIZE NAIL SPACING 1x4 I0d 8" O.G. 2x4 I6d 8" O.G. NOTE : NAIL ALONG ENTIRE LENGTH OF T -BRACE IEAGI -I PLY) T -BRACE SAME GRADE AS WEB. NOTE BRACE MUST BE 90% THE LENGTH OF TI-IE WEB. THIS DETAIL 15 TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. -.. T -BRACE SIZE " OF PLYS 2 ROWS OF BRACING WEB SIZE 2 2x4 2x4 2x4 2x4 2x4 •2x6 2x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x• MINIMUM GRADE OF LUMBER T.C. REFER TO SEPARATE 'BS ENGINEERING DWG.S TPI -95 GRIT. ASCE -I -98 / FBC200I STR. INC. : 33% REP. STRESS : NO LOADING (P&P) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" 0.C. ttturrr «n1,0.��i `L� p..SHik �. �, •P•�1 Gq : G D 140.19554 fi: . STATE OF fa l n 4 11 = " COR\ SE I • 3 -I6d TOE -NAILS + 2 -16d TOE -NAILS • 4 -16d TOE -NAILS *f t I + + + + + + I' 3' j T ' I P I END JACKS 4 COMMON JACKS CORNER JACK END JACKS TYPICAL ti) 0 4 7 z O O l 4 2' -014 2' -4 2' -0" j, 2'_04 2'_4 PARTIAL PLACEMENT PLAN I5 -6 -I1 CORNER JACK 45 °, DOUBLE BEVEL CUT AT T1-4E END OF TOP AND BOTTOM CHORDS SIMPSON MTH-IM I- IANGER NOTE : THIS DESIGN HAS BEEN CHECKED FOR 140 MPH WIND LOAD. FOR PLATES, REACTIONS, 4 UPLIFTS REFER TO SEPARATE ENGINEERNc DRUICG.'S MINIMUM GRADE OF LUMBER F.G. REFER TO SEPARATE B. C- DLUG.& WEBS TP1 -95 GRIT. ASCE7 -98 / FBC200I SIR. INC.: 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 . 15 BOTTOM 0 10 SPACING = 24" O.C. t``o fil.rr►,q,,`'i z �>► ;G NO.19564 z '331: STATE OF 1%."G) • !20 ►off• ."' ED eo = 0" COR\ :J + 4 -10d NAILS OR 3 -I6d NAILS 4 -Sd NAILS OR 3 -16d NAILS •; 2 -Sd NAILS OR 2 -1&d NAILS / 1' I 3' 1 5, 1 1' 1 END JACKS 4 COMMON JACKS PARTIAL PLACEMENT PLAN • FOR OVERHANGS OVER 24" ATTACH 2x4x3' -4" SCAB TO ONE FACE WITH 12d NAILS 4" O.C. + ALT. END VERTICAL USE SAME CONNECTION TO H1P CARRIER CORNER JACK T 4-16d NAILS 45° NOTE : THIS DESIGN HAS BEEN CHECKED FOR 140 MPH WIND LOAD. FOR PLATES, REACTIONS, 4 UPLIFTS REFER TO SEPARATE ENGINEERING SHEETS. DOUBLE BEVEL CUT AT THE ,END OF TOP AND BOTTOM CHORDS 1" WIDE STRAP !U /4 -trod NAILS IN EACH END, NAILED TO CORNER JACK t SUPPORTING TRUSS. (TYPICAL FOR TOP t BOTTOM CHORDS) ALT. CONNECTION MINIMUM GRADE OF'LUMBER IC' REFER TO SEPARATE WEBS ENGINEERING DWG.S TPI -95 CRIT. ASCE1-98 / FBC2001 STR. INC.: 33% REP. STRESS : NO LOADING (P5F) L D TOP ,30 15 BOTTOM 0 10 SPACING = 24" O.C. ,attta#titiifl111 1 (0 4 >.c , 0-ty NO.19554 STATE OF ' iz- • CORNER JACK END JACKS , TYPICAL 7 -` "' z L 0 U0 r -' J .4 2' -0" j. 2' -0" Ji 2'-0" J, 2' -0" 1,2`-0" C PARTIAL PLACEMENT PLAN • FOR OVERHANGS OVER 24" ATTACH 2x4x3' -4" SCAB TO ONE FACE WITH 12d NAILS 4" O.C. + ALT. END VERTICAL USE SAME CONNECTION TO H1P CARRIER CORNER JACK T 4-16d NAILS 45° NOTE : THIS DESIGN HAS BEEN CHECKED FOR 140 MPH WIND LOAD. FOR PLATES, REACTIONS, 4 UPLIFTS REFER TO SEPARATE ENGINEERING SHEETS. DOUBLE BEVEL CUT AT THE ,END OF TOP AND BOTTOM CHORDS 1" WIDE STRAP !U /4 -trod NAILS IN EACH END, NAILED TO CORNER JACK t SUPPORTING TRUSS. (TYPICAL FOR TOP t BOTTOM CHORDS) ALT. CONNECTION MINIMUM GRADE OF'LUMBER IC' REFER TO SEPARATE WEBS ENGINEERING DWG.S TPI -95 CRIT. ASCE1-98 / FBC2001 STR. INC.: 33% REP. STRESS : NO LOADING (P5F) L D TOP ,30 15 BOTTOM 0 10 SPACING = 24" O.C. ,attta#titiifl111 1 (0 4 >.c , 0-ty NO.19554 STATE OF ' iz- • S' -0" CONE (v J = 4 -8d NAILS OR 3 -16d NAILS _= 2 -8d NAILS OR 2 -16d NAILS CORNER JACK END JACKS TYPICAL 1) 1`I 3' 5' 1 END JACKS 4 COMMON JACKS ;-0), T-042'44 2'-0. j 2'_0" j, 2' -@" jig' -m 4 PARTIAL PLACEMENT PLAN • FOR OVERHANGS OVER 24" ATTACH 2x4x3` -4" SCAB TO ONE FACE WITH I2d NAILS 4" O.C. 1-0 -14 CORNER JACK 4 -5d NAILS NOTE : THIS DESIGN HAS BEEN CHECKED FOR 140 MPH WIND LOAD_ FOR PLATES, REACTIONS, 4 UPLIFTS REFER TO SEPARATE *ENGINEERING SHEETS. 450 DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS MINIMUM GRADE OF LUMBER T G' REFER TO SEPARATE WEBS ENGINEERING DWG.S TPI -S5 CRIT. ASCE1-983 / FBC200I STR. INC.: 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.C. ottoDIIIItltto 1Fi6 40 ▪ • • No. 195 'i )P= • fi STATE OF ' Q # tetaDossE0 STANDARD GA5I 1 1 \D D I AIL • DIAGONAL OR L- BRACING REFER TO TABLE BELOW 5/8" PLYWOOD 5I4EATI-IING CONTINUOUS BEARING SPAN TO MATCH COMMON TRUSS TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS L11/8d NAILS, 8" O.G. VERTICAL STUD SECTION A -A 2x4 LATERAL BRACING A& REQUIRED. END WALL �s FURRING STRIP TRUSSES e 24" O.G. OR LATH LATERAL BRACING NAILING SCHEDULE VERTICAL HEIGHT " NAIL AT EACI -1 END UP TO T-0" 2 - 16d T-0" - 8' -6" 3 - 16d OVER 8' -6" 4 - 16d MAXIMUM VERTICAL STUD HEIGHT. SPACING OF VERTICAL& WITHOUT .BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5 -1 -2 14 -3 -12 10 -4 -14 fro' INCH O.C. 5 -1 -0 12 -4 -12 - 9 -5 -8 24 INCH O.C. 4 -5 -4 10 -1 -1 8 -0 -3 1 VERT. HAD BEEN GI- IECKED FOR 140 MPH WIND LOAD. MEAN WALL HEIGHT OF 15 FT. AND L/240 DEFL. GRIT. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. FURNISH COPY OF T1415 DRAWING TO CONTRACTOR FOR I3RACING INSTALLATION. 4. BRACING SHOWN 15 FOR I•DIVI DUAL TRUSS ONLY, CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMOPRARY AND PERMANENT BRACING OF ROOF SYSTEM FOR PLATES, REACTIONS, 4 UPLIFS REFER TO SEPARATE ENGINEERING SHEETS. MINIMUM GRADE OF LUMBER T.C. REFER TO SEPARATE B.G. ENGINEERING DWG.5 WEBS TP1 -95 GRIT. ASCE1 -98 / FBC2001 &TR. INC.: 33% REF'. STRESS : NO LOADING (F'SF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" O.C. ``��� ►ltttt1111!!!l„�� `sS Ai SNq �'''. �Q��g� lF L;�� + G .9 ism 3 STATE OF � C��t4` Inotttityttoo DIROFF p GAB1 ; 1 ND DI IIII WIND SPEED 140 NIPH, MEAN ROOF HEIGHT OF UP TO 75' -0" Cu) • 33 F'SF.. SHAPE FACTOR " U, TOTAL WIND LOAD • 363 P5F, L/360 DEFELECTION CRITERIA) • REFER TO TABLE FOR MAX. STUD LENGTH 7x4 OUT LOOKERS SEE DETAIL BELOW. MAXIMUM VERTICAL STUD WEIGHT. STUD SPACING W/0 BRACE 2x4 L -BRACE (2) 2x4 L -BRACE (2) 2x6 L -BRACE 16" O.C. 3' -5" 6' -5" 8' -0" 12' -0" 74" O.G. 3' •0" 5' -8" -i' -0" 10' -6" STLIC MARKING NONE A B C 7x4 BLOCK TOE NAILED W/ Sd NAILS AT 6" O.G. CONTINUOUS BEARING NOTE = LATERAL STABILITY OF THE BEARING WALL IS 714E RE- SPONSIBILITY OF THE BUILDING ENGINEER OR ARCHITECT. SPAN 70 MATCH COMMON TRUSS 7' -6" 5,43" PLYWOOD SHEATHING NAILED TO GABLE END TRUSS • 2x4 BLOCKING W/8d NAILS • 3" O.C. AND TWO ADJACENT TRUSSES • b' OL. 2x4 NO. ND B SYP OUTLOOKER HURR CLIP AT BOTH FACES 2x4 BLOCKING NAILED W/2 -Sd NAILS EACH END X- BRACING TO BE NAILED TO 2x4 BLOCKING IU/4 -8d NAILS ON EACH END AT 5' -8" O.C. MAX. ALONG GABLE END. NAIL BOTTOM CHORD TO LEDGER Wad NAILS AT 12' 0C. 2xb LEDGER BOLTED TO TIE BEAM LW 1/7" DA. BOLTS AT 48" OCC. TIE BEAM MAX. TYPICAL L -BRACE NAILED TO VERT. t1)/8d NAILS AT 3" O.G. 4x2 L -BRACE MAY BE ONLY BLOCKING ON ONE SIDE OF VERT :6 (SEE TABLE ABOVE) SECTION A -A VERTICAL STUD 5I8' PLYWOOD SHEATHING NAILED TO GABLE END TRUSS • 2x4 BLOCKING wed NAILS • 3' 0.C. AND TWO 2 ADJACENT TRUSSES * b" O.0 x4 HORIZONTAL SCAB NAILED 11V7 -Sd NAILS AT EACH 2x4 NO.2ND 19 SYP OUTLOOKER INTERSECTING !'!EMBER HURR. CLIP AT BOTH FACES. L -BRACE NAILED TO VERT. STUD W/8d NAILS • 3" O.C. NAIL BOTTOM CHORD TO LEDGER 111/8d NAILS AT 17" O.C. 2xb LEDGER BOLTED TO Lx3 FURRING STRIP TIE BEAM UV " DLII O BOLTS AT 4 OR FURR CHANNEL 8" G 2.8d NAILS TO FURRING STRIP. lx4 LEDGER NAILED TO TIE BEAM UV CUT NAILS AT b" O.C. X- BRACING DETAIL. X -BRACE REQ'D AT 5' -0" 0.C. MAX. ALONG GABLE END i1111111110111111111111 , o i l VIA , 1 TIE BEAM 4x2 BLOCKING THROUGH 7 TR'S 1x3 RARING STRIP OR RIRR CHAT NEL. 2 -8d NAILS TO FURRING STRIP.' 1x4 LEDGER NAILED TO TIE BEAM 1W CUT NAILS AT b" O.G. L- BRACING DETAIL. (SEE TABLE ABOVE X- BRACING 18 SHOWN BY DOTTTED LINE. t THIS DRAWING IS FOR STD. DROPPED GABLE END DETAIL AND BRACING ONLY, WN3C4 REQUIRES APPROVAL FROM BUILDING ENGINEER OR ARCHITECT. 2. FURNISFI COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 3. TRUSSES ADJACENT TO GABLE END MUST NAVE FLAT BOTOM CHORD. 4. USE NO. 2 ND 19 SYP OR BETTER LUMBER FOR ALL FLAT BOTTOM CHORDS FOR. PLATES, REACTIONS, UPLIFTS, AND ALL OTHER NFORNATION NOT SHOWN HERE REFER TO SEPARATE ENGINEERING SHEETS. MINIMUM GRADE OF LUMBER T C' REFER TO SEPARATE B.C- ENGINEERING DUGS WEBS LOADING (PSF) L D TOP 30 IS BOTTOM 0 10 SPACING = 24" OL. TPI -9S CRIT.. ASCE1 -913 / FBC2001 STR INC.: 33% REP. STRESS : NO 0•01112 214p, OQ• �t�FIC 4), o % S Z: 017 NO.19554 ?..11,4L.... STATE OF = . LT,I:.". Vqs.,1.,%* rims! ►► ►►► Si,AfRDARD X001 vAl.l DE I Ail SUPPORTING TRUSSES ALLEY BUSSES VALLEY AREA PARTIAL PLACEMENT PLAN SUPPORTING TRUSS SEE NOTE (a) STRAP e 48" O.G. SEE NOTE (c) SUPPORTING TRUSSES e 74' O.G. MAX. NOTES : (a) PROVIDE CONTINUOUS BRACING ON VERTICALS OVER 60' -3 ". CONNECT BRACING TO vETICALS W/2 -Sc1 NAILS AND BRACING MUST BE TIED TO A FIXED POINT AT EACH END. (b) MAX. SPACING FOR VERTICAL STUDS = 8' -0" ON TRUSSES WITH SPANS OVER 24' -0" THE VERTICAL SHOULD BE SPACED AT 6' -0" O.C. MAX. Cc) CONN. FOR WIND UPLIFT W/MIN. I I /4 ", I(o GAUGE TWIST STRAP * 4' -0" INTERVALS W/4-10c1 NAILS EACH SIDE OF STRAP. MAX. 140 MPH WIND SPEED, 20' -0" MAX WALL HEIGHT. VALLEY TRUSSES * 24» O.G. MAX. 6" WEDGE NAILED TO TRUSS W/2 -8d TOE NAILS OR BEVEL GUT BOTTOM CHORD OF VALLEY TRUSS. FOR PLATES, REACTIONS, 4 UPLIFS REFER TO SEPARATE ENGINEERING SHEETS. NOTE : PLYWOOD SHEATHING MAY BE EXTENDED BELOW VALLEY TRUSSES. PROVIDE OPENING FOR STRAPS TO CONNECT TO TRUSSES BELOW. MINIMUM GRADE OF LUMBER T.C. REFER TO SE'PA'RATE CBS D ENGINEERING S.S TPI -95 GRIT. ASC 1 -98 / F13C2001 SIR. INC.: 33% REP. STRESS : NO LOADING (PSF) L D TOP 30 15 BOTT/M 0 10 SPACING = 24" O.G. coo" Att ``oop.ti11uttp%, `ep+Q : ;i5. F16 j?pG NO.19554 ' f'. STATE OF V..40.139-144/1. misotto iii.- - 'IGGYEAGK CONNEG I ION D TAU THIS DESIGN 15 NOT REQUIRED TO LINE UP WITH TRUSS BELOW. CODE APPROVED STRAP. OFFSET SEE CHART BELOW 1 %PIGGYBACK TRUSS I�;iM1�J3ir' :. 1 NIIP.2 x4 PURLINS AT 24" O.C. STRUCTURAL TRUSS BELOW 1st PURL 1N OFFSET CHART PITCH 3 4 5 6 1 8 OFFSET 1 -9 -1 1 -4 -5 I -1 -5 0 -11 -5 0 -9 -15 0 -8 -15 PITCH 3.5 4.5 5.5 6.5 1.5 8.5 OFFSET 1 -6 -8 1 -2 -10 1 -0 -3 0 -10 -10 0 -9 -1 0 -8 -9 THIS DESIGN MUST LINE UP WITH TRUSS BELOW 8 "xS "x5/8" EXTERIOR TYPE PLYWOOD ATTACHED TO TRUSSES WITH 8 -8d NAIL ...444M14241651110" /•:I17 „swaszumes Qi7 qr2x4 PURLINS AT 24" O.G. STRUCTURAL TRUSS BELOW PIGGYBACK TRUSS ELEVATED DESIGN FLUSH DESIGN I TRUSS ERECTOR 15 RESPONSIBLE FOR FURNISHING 4 INSTALLING BRACE MATERIAL. 2 BUILDER MUST PROVIDE TOP CHORD PURLINS AT 24" O.C. TO REPLACE PLYWOOD SHEATHING DIAPHRAM MISSING BETWEEN PIGGYBACK 4 SUPPORTING TRUSS. 3 THIS :DESIGN IS VALID FOR WIND SPEEDS UP TO 140 MPH, A SHAPE FACTOR UP TO I.1, AND A MEAN HEIGHT UP TO 30) -0" 4 THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWING FOR ACTUAL SHAPES, PITCHES, OVERHANGS, HEEL CONDITIONS, d PLATING INFQRMATION 5 ATTACH PURLING TO STRUCTURAL TRUSS WITH 2 -16d NAILS AT EACH INTERSECTION. BRACE VERTICALS LONGER THAN 48" WITH 1x4's AT HALF POINTS CONNECTED WITH 2 -I0d NAILS AT EACH INTERSECTION. LATERAL BRACING MUST BE ANCHORED AT ENDS. 6 THIS DESIGN SHOWS ONLY REQUIRED BRACING FOR INDIVIDUAL PIGGYBACK. FOR PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT TI-4E BUILDING ENGINEER OR ARCHITECT. REFER TO TRUSS PLATE INSTITUTE PUBLICATION "HI8 -9I SUMMARY SHEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. 4. I" WIDE 22 GAUGE STRAP 48" OC. BY BUILDER LENGTH AS REQUIRED. ATTACH W /I0 -10d NAILS. MINIMUM GRADE OF LUMBER T.C. REFER TO SEPARATE WEBS ENGINEERING DU .S TPI -95 GRIT. ASCEI -98 / FBG2001 STR. INC.: 33% REP. STRESS : NO LOADING CPSF) L D TOP 30 15 BOTTOM 0 10 SPACING = 24" 0C. il■'49z NO. 19554 STATE OF **1.0..Fo. 5Atcc,..,. litDetx STANDARD FALSE E OTTOM E3OTTOM DETAIL CONSULT TRUSS ENGINEERING FOR SHAPE, LUMBER, PLATE SIZES, AND ALL OTHER INFORMATION NOT SHOWN ON THIS DRAWING. END BEARING WITHOUT CANTILEVER. 4' -0" MAX. 6' -0" MAX. CANTILEVER LENGTH NOT TO EXCEED 6' -0" WITHOUT SPECIAL CONSIDERATION, BRACE BOTTOM CHORD AT MAXIMUM 24" O.C. IN CANTILEVER SECTION. 1' -4" MAX. EXTENSION CAN BE USED FOR PLANT SHELF. (MAX. 10 PSF) 2x4 CONTINUOUS LATRAL BRACE AT 48" O.C. ATTACH W/2 -12d NAILS 11 I 11 I' -4" MAX 11 it APPLY A 2x4 *2 VERTICAL TO ONE FACE OF TRUSS. ATTACH tU/4 -10d NAILS TOP < BOTTOM. FILLER CIORD STUI =3 DETAIL MINIMUM GRADE OF LIMBER Tom' REFER TO SEPARATE WEBS ENGINEERING DUGS TPI -95 CRIT. ASCE1 -98 / FBC200I STR INC.: 33% REP. STRESS : NO LOADING (P5F) L TOP 30 15 BOTTOM 0 10 SPACING = 24» O.C. am' C Attc P`S Q .i4Q • NO.19554 ▪ STATE OF:a 1/ ED{ NCB SIMPSON Truss Hangers LOS (Page 2 of 5) NUS (Post. 2 of 5) HHUS (Post. 3 of 5) HGUS (Posy 3 0l 5) HGUO (Pays 3 of 5) SUL/R (Post. 4 of s) HSUL /R (Post. 4 THASL /R tp094 4 of 5) THA (Pogo 5 of 5) GENERAL NOTE$ 1. IN ACCORDANCE WITH SECTION 1707.3 OF THE FLORIDA BUILDING CODE, THE ALLOWABLE LOADS SHOWN IN THE TABLES ON THE PAGES TO FOLLOW ARE BASED UPON THE LOWEST VALUE OF THE FOLLOWING: A) PER SECTION 1707.3.1.1 OF THE CODE, THE LOWEST ULTIMATE LOAD OF THREE HANGER TESTS DIVIDED BY A FACTOR OF SAFETY OF THREE WHEN TESTED IN ACCORDANCE WITH ASTM-D176. 13) PER SECTION 1707.3.1.3 OF THE CODE. THE LOWEST LOAD OF THREE TESTS RECORED WHERE THE JOIST MOVEMENT' WITH RESPECT TO THE HEADER EOUALS r DETERMINED FROM TESTING IN ACCORDANCE WITH ASTM - 01761. C) PER SECTION 1707.3.1.4 OF THE CODE, THE CALCULATED CAPACITY FOR THE FASTENERS USED TO SECURE THE HANGER TO THE SUPPORTING MEMBER OF THE CONNECTION DETERMINED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION USING WOOD WITH A MINIMUM SPECIFIC GRAVITY OF 0.55. 2. TIME STEEL SHALL CONFORM TO THE REQUIREMENTS SHOWN ON IN THIS TABLE AND SHALL HAVE A HAVE A MINIMUM GALVANIZED COATING OF G60 3. FAilTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 4. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 33% FOR %IND LOADING WITM NO OTHER DURATION INCREASES ALLOWED 5. ALLOWABLE DOWNLOADS HAVE NOT BEEN INCREASED BY ANY DUARATION FACTO. MODEL NO. MATERIAL • TM SPE Fy Fu WS 18 qo A853FS 28 38 MIS T4 903 A 5XS 28 38 HHUS WaallillWarraa 14 • o *RUCs 28 38 4653ss et40 101 Q ., Ass= Gs40 CAM 28 STN. 16 Qu /4853FS HSUL - 14 ' o A6 3 • 28 ASL . /6,90 A533ss Gr -giat 42 • THA 741614 yo /8$3fS 28 .38 1; fi.. 1720 COUCH OR MCKINNEY, TX 75069 TEL (800 )999 --5099 pw+ #: DC2301 Date: 6/02 [Scale: NTS Dw9 bK DS0 I Chi; b) . m Sheet Or a ry LUS HUS MODEL DIMENSIONS At/"1111111011111111111111111 FASTENERS' OWABLE LOADS HEADER JOIST UPLIFT DOWN 1111031 18 1 9 16 W8 mayAgi 4-101 2-104 MEI 640 11 18 WL/111 3 1 8* r 4-164 2-164 - 765 Lu526 SWIM OW+7•151 18 /Exam ugzimmulld 4-104 4-104 930 830 18 3 1 8" 4 7 tr 2- 4-t64 4-164 1140 1000 is 18 gzsagi 4 1 8" 1 9 16" 6 5 8" r MEM 4-164 6-104 4-164 4-10d 1140 930 1000 1055 1.11520 LUS28-2 18 3 1 8- REN111111111116411 6-tad 4-164 7140 1265 Lu528-3 18 4 5/8- • i 4 6-164 4-164 1140 1265 LUS210 18 1 9 16" 7 13 16" 8-1 •4-104 930 1275 LUS210-2 18 3 1/8" 9" 2" 8-164 6-164 1665 1765 LUS 0-3 18 4 5/8" $ 3/16" 2" 8-16d 6-36d 1665 1765 LUS214-2 18 3 1 8" 10 15 16 2" 10-164 1 1710 2030 WS38 18 2 94I 2" 4-160 gjjj 1140 1000 LUS310 18 2 9 6" 2" 6-164 4-154 1140 1265 .99 16 4-164 2-164 - 765 M LUS48 EC 16' MEI 4-164 4-164 13 40 1000 18 Eifind 6 3 4 MEM 6-164 4-164 Mal 1265 • MOM' 18 wind 8 3 4' 1111Eill 8-164 6-164 1665 1765 LOS414 18 wing 10 3j) 2" 10-164 6-164 1665 20,30 • fiUS26 16. 1 5/8" 5 1/8- 3" 14-16d 6-164 1215 2565 1005 111.40111 34U526-2 14 3 1 13" 5.3 8" 2" 4-464 4-164 1080 8 16 FlEgailbill111111111111151111trailn 8-1.4 1800 IIIMEIRLIIILUilll 7 16 1/21111=31 - 4 1215 IbtallifIlkill 1505 iuLTA-w-Pii 16 ElliMall 9". INErdll 30-164 10-1 ilI)-4T1 14 ,3 1 8 [y1& MOM 8-16d 8-164 2760 2010 1-11/5212-2 1111=1111•111 Mai EOM 1 1 2700 2 10 HIM WA Fki 4-164 1080 1005 III.rral HUS410 14 Kw 9 3 9 16 6 15 inellIEVII 8 15/16" 2" 6-16d 8-164 *Ill 1215 150 8-164 2160 2010 HUS41 14 3 16" 10 lif .2" 10-164 10-15. 2700 2510 NOTES: 1. NAILS MUST BE DRIVEN AT AN ANGLE MOOCH THE JOIST OR TRUSS INTO THE HEADER TO ACHIEVE THE ALLOWABLE LOADS. ofr, • HEADER JOIST DOUBLE SHEAR NAILING (REFER TO DETAIL A) LUS/HUS INSTALLATION HEADER NAILS (STRAIGHT) HANGER JOIST JOIST NAILS (ANGLED/0BL SHEAR) HEADER PETAL A (SEE NOTE I BELOW) SIMp$011 STRONO-J1E. 1720 COUCH DR. MCKINNEY, TX 75069 TEL: 800w-5099 Dwg #: DC2301 Dote: 6/02 Scoie: NTS Dwg tirDsfi Chk by ,.04G Sheet or A SIMPSON Ste 1t 11fL,?t S, HG S, te� HGUQ H 411C gee 4 1 4 RHUS HODS HEADER HEADER . DOUBLE SHEAR NAILING J� REFER TO DETAIL A JOIST SHEET DC2301 -2 JOIST N. HUS /HGUS I STALLATLON HGUQ INSTALLATION HGUQ HEX WASHER �l HEAD FOR EASY DRIVING BtiILT=IN REAMER TIP CUTS HOLE FOR INSTALLING 'WITHOUT PREDRILLWNG SOS SCREW SDS SCREW MODEL Na GAUGE DIMENSIONS FASTENERS ALLOWABLE LOADS W H B READER . .KIST UPLIFT 133) FL.. "i 100 HHUS28 -2 Kaimili 8 7 " Es 22 -16d 8 -16d 2180 4260 3 5 8" 5 or n 14 -168 6--16d - 1220 2825 HGUS26 -2 12 3 7116" 20-16d 8-16d 1435 4065 HGUS26 -3 KE 15/16" , 20 --16d 8 -16(11 1885 3780 II ` Ea 36 -164 12 -161 . 2765 5660 HGUS28 --3 *E4 12 Mall MI 5 1 8" 4" 12-3" SO 12-15d 4-37SDS 1111M11 1770 6780 11GUQ26 -2 HGUO26 -3 .12 -3" ' • 4-4 1f2 "S0S 1770 IMEMIN HGU028 -2 12 EN Es+ :,- ' 6--3 "SDS 2655 6640 "M 5 1/8" I 0- " ' i` ' 6--4 1 SD .�. 6640 • +#� 1. Hogs must be driven of are angle ttwought the joist or truss into the header to achieve the allowable foods 2. Refers to 1/4" SOS' screws by Srnpson Strong-Tie where the length into the header shad be 3» or 4 1/2" such (hot the length is aqua to the overall wdth of the header plies 3 ; Joists shell be mode of lumber with o Sett0.55 or better 1720� COUCH �DR. �l1 '�1, 4E , TX 75069 TEL:( 1)999-5099 Dwq #: DC2301 Dote: 6/02 •NTS Owg by DSS 1Scale: Chic by. Meet a, or A' SIMPSON 14" 04" THASI,JR INSTALLATION PLAN VIEW OF SKEWED HANGERS MOOfL Na GAUGE FAStf*RS ALLOWABLE- WADS HEADER gilt UPUFT x(13 J FLOOR (roe) . suL/R2s1' 1s 6-16d 6 -10dXt 1/2 665 865 HSUL R26 --t1 14 12 -161 4 -1 4X2 1/2 585 1315 7NASL/R2/8' 18 18 -104' 4- �1(1dr1 1%2 — 1,250 THASL/R218 --2' 18 18 -10d' 4 -104X1 3/2 — 810 1. A minimum of (4)104 Nails must be nailed into the tap of the header 2. Joist may be square cut or bevel cut 3. Allowable Iood is based on o minimum of 2' thick header. 4. Allowable load is based on a minimum of 2" thick joist 5. Joists shell be mode of lurmber with a SG 'O.5S or better SIMPSO Strorgille '111A H "1 :11 gees (2) FACE MILS PER STRAP 4X NAILER (2) TOP NAILS PER STRAP 4X2 ftOOR TRUSS REFER TO D13L. SHEAR NAILING DETAIL ON SHEET 2 OF 5 /ROSS HANGER THA INSTALLA TIQ[ (2) TOP NAILS PER STRAP (1) FACE NAIL PER STRAP ) 4;„ TI- #AC422 &422 -2 4X NAILER NOTE: THIS APPLICATION NOT INTENDED FOR TNA29 TRUSS RANGER THA MINAR)M NAILING INSTALLATION moon NO uuvpitn4 1G£ DIMENSIONS i2 JOIST NAILS ta ri,JALumg JOST SIZE Si H anill TOP FACE I L!, iil UPLIFT DOWN MINIMUM NAILING Tom• •{j FLANGE SEE NOTES 1Jr 2 BEWW ri • i11121>rJ'� Illalatifill111111bWill i•' /;$MINI Ed Illtra •P 1119161111,11 2 x 10 18 j- IDAIN t�1�`1 1 1L 4.'= - • 1' - 18 1 .''lr i i 11I.3ilI Tani MZ�.'A=MOA N - i Mall ____ 16 18 MI DINS '%JMIE7.l �i - - Qi‘1i 4 .411 arr4m1 WWII MIAMI maps __NEW _ iEAI Weill MEI i___I_3I >IQ MI K3 F iiill irxtz'ell i 11111Qi CM1M FAIL.' N![12i 'r L - i �lJ iLr. — - =NI - o - i• rt1 M M •iD 16 El:1 Pa11fii11MIMIN t=a1/ IlltazignarraillizifAl 11111ESIME MEM WM 1�4 aril Fri EMI i _ii WW1 ii 1111 EVA EWA alliii[3 ram tizuniwrarsi aka :ir1i1LMMO - - .- !1111': T M - - iFi's • R lC 41/iibr 11,G"T kaKf =UMW a NINFICAll 111 ice' d L �I MIXMIN11111:lR W IKI wax 1 1 1 : i 1 cowl W 0 1 I- C I r � r s _ M i k a +� t t p l � Y IlalltYlri:M1���yy� ` l 1 I L **CPI IIIIMI iilIMEM• 11111111111E111111111111111/71 iittZT kMt IL��;� JL7.Euia W F I I N1 JI l'tiMalE)llilFMtik"fi ErIE ma 1y��i���NI�R iI a =LEI if 1` 1� IL ] 1C� - E iJ — i' ��:� = MI EN �?' Siiv: iS!I> iiv i_— mom i�•i'��,Tte�'�71!.'St`=�[PAi�E7 11ML1:J .1�li��r� W42 ate[ �i1T IIIR.R'14711 IFf3; ii11115I — — Lr!J =ESNS ri' L• i1i.1:!Z 8 . EiAIMAil SCAM _____ Elll Rail i1 ' MIN ECM - 1=01 IL=11 "J,i.— '`J—__ i •!.7; 111 1r a t;dlir` 11 o `1 1111 .i'4111 i J : 1 ' • B r a f , l l t i z i E L M F i ' ' 1 1 Wall *kW iii_alG� ilIPIII1.Nii�ii,� S,�Me.-aii�:f U241W WAS M N rAMr 1•4 .*11: J il kW/ ,i r . =T r-rii�►r.7�I;r: �7�:�i'i� 4 ii ©.rj. I i i'J.ir&1111 .. •i•'E All IIIM Y O HOVE& • 1. FOR THE TIb429. TE wow" loam SCHEDULE RE00003 THAI IRE APAS 11SfD FOR THE JOIST ATTACENRNT MUST OE DRIVEN At AN ANGLE SO THAT IRE NA/LS PENETRATE /MOOCH THE CORNER OF 1HE JOtSt 1110 THE HEADER; AND DIRT THE STRAP MUST SE FIELD-FORMED OYEit 'fry HEADER A *1 t Of 2 t//2�' A 3a*t*t OF (4) TOP AND �{4�% �F��ACE RAU *et I E USED. 2. FOR ALL AtOVELS Ex UT 1} THA2O. ME WARM $ I T**E H►1I 6E FOLLOWED WHERE DOUBLE SHkAR IL+SIIPS IS NOt PO PROVIDED INC STRAP I5 MO-FOAMED OYER 1NETOP OF RC Hoag A maws/ OF 1 Tfi not 7}LE IMA2)1 ARO i)444i4 ANDY FOR ALL x ALL FACFORS :1147 BED- 4) TOPAC�� 10 THE POW. MO USCD FOR INC 4Dt5T ATFACHMENE MIST 8E DRAIN AN MOLE SO TNA7 THE MILS FESURRIE THROUGH THE COMER OF NE JOIST BOO INC ROOM .1-7r • SIMP ONG -1): PN, 1720 COUCH DR, MCX*NNE'T, TX 75069 TEL:(800}899 -5099 Dwg: DC2301 Dote: 6/02 Scale: NTS Dw9 by. DSO. Chic by: Sheet ,IL a $ I] N 1' Customer Service / Technical Assistance San Francisco Office Minneapolis Corporate Office Tampa Office Lumber 1 -800- 227 -0470 1-800- 328 -5934 1-800- 443 -6442 Connectors A GIBRAl7AR COMPANY Typical HSU40 installation HSU40 High Uplift Girder Truss Hangers — HSU & HSUS series The HSU and HSUS series girder -to- girder hangers feature high uplift capacities along with high gravity load ratings. The HSU utilizes totting through the vertical member of the supported truss, which spreads the Toad more effectively throughout the multiple truss members. The HSUS is a low profile version, which utilizes USP's WS3 Wood Screw, (shown on page 8). Materials: See chart Finish: USP.Primer Codes: ICBO, SBCCI, BOCA— NER 532 Dade County, FL 98- 0717.03 & 98- 1216.07 Installation: • t15e all specified fasteners See General Noter, page 4. • W53 wood screws are Included with hangers where specified. HSU I00 5r /z" HSUS40I6 HSUSI00i6 1) UpV t loads have been increased 334 /3%dr60% for wind asedsmlctoadno further froleaso albbepermed 2) Doh asap conform k►ASIMA307orbetter. 3) HSU solos Sr Bader bops and HMS WS3woad sewn require arobin *,rwoodpenobaliar. 4) 1W and HMS sales *Wm mbeimo n2k Brisket member:eamp)100100 and l 10018 mannaa marlin= 2x8 vodka! member. 5)W$3 wood wows are 1i4'x3' long endow Waged Mbthe / SUS!tagas Job:(93753 RICHARD BUELL - OAY RES ADDITION / TI THIS OVG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top ohord 2x4 SP #2 N Bat chard 2x4 SP #2 N Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total Toad. 146 mph mind, 21.08 ft mean hat,. ASCE 7 -88 CLOSEO bldg, not located within 4.50 Pt from roof edge, CAT II, EXP B, wind TC OL "5.0 per, wind BC DL ■5.0 pef. Components and cladding wind pressures considered For uplift =flouts. Rv 1056# 714# Wm8" LpF�aRAGE m 481211 "14 P.-WAVE TYPT. -WAVE �y Gam' •n ptLar''� L Phone: (954) 991 -3310 Fac (959) 493-8237 7'10" 15'8" TPI2002 (STD) Cci /RT "1.00 (1.252 /10 ( 01 OTY= 6 TOTAL= 6 7'10" =1056# ````,Q,A p�iksea� °aa�e Q"� •. •1 9P�B�s •'� EM S �: - • .G S .BOG • s e 'j7 • E-o SO SEP 2 2004 54 STATE OF :� Osi ^?Q QA•• • �' AKE = 1.1,1 "14 s �P +oFeea. +tR° pr. REV, 7.03.0621.15 SC LE ® 3775 U-7141 ?.Wm8°I C0 20' **WARNINO** TRUSSES REOUIRE EXTREME CRRE IN FRBRICRTINO HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB -81 [HANDLING INSTALLING ANO ORACING2 PUBLISHED SHIPPING, TPI [TRUSS PLATE INSTITUTE 583 O'ONOFRIO OR. SUITE 200 MADISON, WI. 537181 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIOtO CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGNa ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIs OR FFAWBRICTA�TING PPROEVERIRSIOWNS SOF�NOSG((NATIONAL INSTALLING AND CSPNSPECCIIFICATIONPUBLISHEDEBYGTgHEETRMERICRNIFOELy APPLICABLE EXCCEPTAHR NOTED APPELY CONNEC OORRSS TO EACHDFHCE OF TRUSS ANDAUNLESAOOTM3ERRWXSE LOCATED 011i THIS DESIGN POSITION CONNECTORS PER DRAWINGS ISO A -Z. THE REAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS RCOMPONENT TTRRBTPFF RFDRPPnNgTRTTJ TTV fl TTNF AIIiAND nYNREfFRTRNNFR .COPFFRDANNRT T 1-IAAR RFfTTnN BUILDING MORRIS R. SHASHOUA P.E. 1808 N.V. 112TH AVENUE [08547 RRINGS FL. 33071 FL. REG, *18554 L 585251 TC LL TC OL BC OL BC LL TOT.LO. 30.0psf 15.0psf 10.0psf 0.Opsf 55.0psf REF DATE 09 -22 -2004 DRWG OESNR OA 0/A LEN. 150800 OUR.FAC. 1.33 SPACING 24.0" TYPE oonin Job:(8375] RICHARD BUELL - DAY RES ADDITION / Hi Top chord 2x4 SP #2 N Bo't chord 2x4 SP #1 Dense Webs 2x4 SP #3 SPECIAL LOADS (LUMBER OUR.FAC. -1.33 / TC - From 81 PLF at -2.00 TC - From 81 PLF at 6.17 TC - From 91 PLF at 9.50 8C - From 4 PLF at -2.00 8C - From 20 PLF at 0.00 BC - From 4 PLF at 15.67 TC - 223 LB Conc. Load at 8C - 1746 LB Conc. Load at 8C - 75 LB Cona. Load at PLATE DUR.FAC. -1.33) to 81 PLF at 6.17 to 81 PLF at 9.50 to 81 PLF at 17.67 to 4 PLF at 0.00 to 20 PLF at 15.67 to 4 PLF at 17.67 6.23, 7.44, 9.44 6.17, 8.50 7.44 3X8 CA5Rl f THIS DWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required 5S NAILING SCHEDULE: C0.120x3.0_8.sailel TOP CHORO: 1 ROW 0 12" 0.o. BOT CHORD: 1 ROW 0 6" 0.o. USESEQUAL:SPACING BETWEEN.ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***Loading on thle trues oaloulated by Jab-Designer*** 146 mph wind, 20.88 Ft mean 1101 ASCE 7-881 CLOSED bldg not !coated within 4.50 rt from roof edge, CAT II, EXR 5, wind TC OL -5.0 per, wind BC OL -5.0 pef. In lieu of structural panels use purllne to braoe all flat TC 0 24" OC. Defleotlon meet* L/360 Five and L/240 total load. 223# _223 223# 6'2 "12 t t --- 2• f 6'2 "12 1 - 6'2" f 6'2" 1 - 3'10 "9 ----- -2'3 "7 ' +' 3'4 "- -2'3 "7 -4.-- 3'10 "9 -eq Rv =3182# U =2136# W =8" LEFF�T, RAKE = 1 "14 iAG =3 - 6517 PLT. TYP. -WAVE Phw.3: (954) 491 -3310 FamM.10491-6237 TPI2002 CSTO] Co /RT -1.00 (1.25] /10 ( 0) L >* i--- M-11-2'0°12.4.4 1745# 7 1746# U =2127# Wa8" • • e -D • No. 19554 � i 5 STAT • P1.. o ()1: • EOF wee :14/4!e ss QRIQP'... ®D� 00NA L E0 •��..o OTY= 2 PLIES- 2 TOTAL- 4 .::hF.�,l�.�e °�e° REV. AND BBRRACING. TRUSSES TOOHIB HIS-S1 INSTFABRICATING, NRRCING), PUBLIS EO YITPI INSTALLING PLATE INSTITUTE 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53718] FOR SAFETY PRACTICES PRIOR AATTACCHHEONSTRUCTURAALLNPANEELS •ANBOTTOM MT�RD SHAALLLLIHHAAVVEE0A PROPERLY R ATT CHEOO HAVE CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS '(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE g�AMERICAN ppFOREST AND E�XCEEPPTRAS NOATEED. APPPLY�CONNECTORS TO EACCH�FACEOFTRUSS A D U^LESS O�ERYISE LOCATED D 0 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R- 2.8TTHELSEAL ON THIS GRAYING INDICATES DESIGN SSHHOWN. PROFESSIONAL TLITYIRND USE OF THISIBCOMPONENT FOR FOR THE ICU r BUILDING .t:. M .. 1.1 • .1 1.1 : 1 . [ 11 _ [is]: :! : AI' I20. SEP 2 2 2004 ROT g ALE IE,= Ali' 1183 "14 7.03.0621.15 SCA m0. 975 MORRIS A. SHASHOUA P.E. 1808 N.Y. 112T RV&NUE ((85 ]4 77581168 Ft� 33071 FL. REG, 818554 $. EB5251 TC LL TC OL BC OL BC LL TOT.LD. 30.0psf 15.0psf 10.Opsf 0.Opsf 55.0psf REF DATE 09 -22 -2004 DRWG OESNR DA 0/A LEN. 150800 OUR. FAC . 1.33 SPACING 24.0" TYPE hi Job:(93751 RICHARD BUELL - DAY RES ADDITION / C8 THIS DWG. PREPAREO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense Bot ahard 2x4 SP #2 N Webs 2x4 SP #3 146 mph wind, 20.87 ft mean WI ASCE 7-98 CLOSED bldg, not lactated ft from roof edge, CRT II, EXP B, wind TC 6 lactated L-5.0 par, wind BC DL •5.0 Deflection meets L/360 live and L/240 total load. (17 2x4X7 -0 -0 SP #1 Dense Top ohord scab centered 0 -8 -0 from left end. Attach to one fade of chord with (21 roue of 0.1200.0_8-nails 0 6° 0.C., staggered 3 ". ** *Loading on this trues calculated by Job - Designer*** SPECIAL LORDS (LUMBER DUR.FRC. -1.33 / PLATE OUR.FAC. ■1.331 within 4.50 TC - From 90 PLF at -2.83 to 90 PLF at 8.72 per. BC - From 4 PLF at -2.83 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to • 20 PLF at 8.72 TC - -294 LB Cone. Load at 1.54 TC - 143 LB Cono. Load at 4.37 TC - 342 LB Cono. Load at 7.20 BC - -107 LB Cono. Load at 1.54 BC - 26 LB Cono. Load at 4.37 BC - 109 LB Cono. Load at 7.20 L 3X4 (Al) F -284# 2.12 12 2'9 "15 5'0 "7 143 2'9 "15 342# .4+ 1'6 "5 --- 3'7 "3 2X8 11 T [FT RIKGE- 82i9°i4 T PLGaTYP12WAVE Monet et (954) 49133io km (954) 49i-6237 -107# R■"611# U -988# W -11 "5 5X6 CR) 4 108# Rv -835# U -610# NAILED TPI20O2 (STD) CQ /RT -1.00 (1.251 /10 ( 01 OTY= 4 TOTAL- 4 *.VARNINGNi* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANQLING SHIPPING INSTALLING PLATERINSTITUTE REFER ,, 583T0'ONOFRIO(OR., (HANDLING MADISON, WI. 537103 0R SAFAFETYY PRACTICEESS PROPERLY ATTACCHEDNSTRUCTTIEIRAL FUNCTIONS. ANDDBBOTTOMT�RO SHAALLLLIHAVVEE0A TOP CHORD ATTASHALL CHEO °RIGID CEILING. **IMPORTANT,* FURNISH R COPY OF THIS DESIGN TO THE INSTRLLRTION CONTRACTOR. RLPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS HHRRBNOLLING, SHIPPINNGG INSTTAALLING AND BBRACRACIINGNOFF�TRRUUSSSSES. VDESIGN CONFORRMSRWITTHHINAPPLICABLE PROVISIONS OF NDS (NATIONAL OESION SPECIFICATION PUBLISHED BY SHE RMERICAN FOREST AND PAPER RSSOCIRTIONI AND TPI. ALPINE CONNECTORS ARE MROE OF 20GR ASIA 8853 0840 GRLV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED OP THIS DESIGN POSITION CONNECTORS PER DRAWINGS 1S0 A -Z. THE &IL. ON THIS DRAWING INDICRTES RCCEPTRNCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY USE OF THIS C0MPON FOR AN PARTI. LRR BUILDING 1.1 :Jb.K _ • 11 1.1 _� . ., 1. c t6 y: •�_ II" _ .r• - MORRIS A. 118 2�UR- PEE. ( �INNGS. FL. 33071 FL. REG, 118554 1 EBS251 SEP 2 2 2004 ,,�� 1 7.03.0621.15 TSCALE 0.64090 TC LL TC OL BC OL BC LL TOT.LD. 30.Opsf 15.0psf 10.Opsf 0.Opsf 55.OpsP REF DATE 09 -22 -2004 ORWG DESNR OA 0/A LEN. 80810 OUR. FAC. 1.33 SPACING 24.0" TYPE h t "- aok Job:(9375) RICHARD BUELL - DAY RES ADDITION / JB THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 146 mph wind, 20.88 ft mean hot ASCE 7 -98 CLOSED bids, not located within 4.50 Ft from roof edge, CAT II, EXP B, wind TC UL -5.0 per, wind BC OL■5.0 pef.; Oefleotlan meets L/360 live and L/240 total load. Components and oladdins wind pressures considered for.uplift oalloute. • T 4'5 2X4 CAI) 3 12 Rv -223# U -283# NAILED T 21'7 -3 LAAGGFT- RAT11- 6 }57 -14 PLT. TYP. -WAVE 2' U -525# W -8- TPI2002 (STD) Ca/RT -1.00 (1.25) /10 ( 0) OTY= 6 TOTAL.. 6 6'2- 004100BUBiP444 # A. Sit/ "F, ® 4: SF :OoG = O STATE 0p :tot. i1G REV. No. 1955q. Phone: (954) 491-3310 Fax (934) 491 -0237 AN**WARNING** NG.T REFER TO REQUIRE SI((HHANDLING INSTALLINGRANDGGRACACINLC) ,GUSHED GYITNBPI (TRUSS PLATE INSTITUTE, 583 D'0N0FR10 DR. SUITE 200 MADISON, WI. 53718) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PRNELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGIC CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WIn TPI: OR FABRICATING HANDLING_, SHY ING INSTALLING AND BRACING OF TRUSSES, IGN CONFORMS WITH RPM PROVISINS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLSHED BY THE AMERICAN FOREESSTTLAND EEXXCCEEPPTASSOCIATION) All NTEpD.. RPPPLY TPI. K ALPINE TO CONNECTORS ARE TRUSS RNOO UNLESS OTTHTHERRWWISE L�T STEEL I THIS OFPPROFESSI�LL ENOI8NEEERINGGRREI�NSIBILITY SOLLEELYYFOR THTHIS , U= CI��TCRTES DES/ON SHOWN. THE SUITABILITY ANO USE 0F ThIS CDMPONENT FOR ANY PARTICULAR BUILDING lYap44i . ? MORRIS A. SHASHDUA P E. 1808 N Y 112TH AVENUE CORAL >'<PRINGS FL. 33071 18541 753 -1886 FL. REG, 418554 1 E85251 M 0 -r 1 20' Rv -75# U -180# NAILED SET' i 2 2004 dAG 7.03.0821.1S RIGHT TC LL TC OL BC OL 8C LL TOT.LO. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 09 -22 -2004 ORWG OESNR DA 0/A LEN. 60200 OUR. FRG . 1.33 SPACING 24 .0- TYPE a look Jab :C93751 RICHARD 6UELL - DRY RES ADDITION / ES Top ohord 2x4 SP #2 N Bot chord 2x4 SP #2 N Oefleotion meets L/360 live and L/240 total load. T 4'S THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph Wind, 20.73 Ft mean hgt RSCE 7 -98 CLOSED bldg, not !coated within 4.50 Ft From poor edge, CAT II, EXP �, wind TC DL ■5.0 pee, Wind BC DL ■5.0 psf., Components and oladdln9 wind preseuree considered for upllFt oalloute. Rv ®171# Um247# NAILED ER ER RITE -- 51311 °14 PLT. TYP. —WAVE 2 Rv -516 U -515# W -8° TPI20O2 CSTOI Cq /RT -1.00 C1.251 /1a C 0) 0TY- 8 TOTAL- 8 5' 0":5 oeei`ISr;�oteisoaao 41 - NO: bg5 �� z 5� :O: OF 40 • '',�c�'S :2QRoQ 41. � e ®IOAIM �,pa�?e' R G **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALL /N AND BRACING. REFER ON�IO CO SUITEN200 MADISSOON,�RRVI. 53718) FOR SAAFFETTYY PRACTICES PROPERLY AttTACHHEEDDNSSTRUCTTUURAL FUNCTIONS. ANDDBBOOTTTTOMMTCH RO SHALL HAVE HAOA PPROPEERRLYYDA ATTACHED HAVE CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTRLLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF��NOS (NATIONAL DESIGN SPECIFICATION ggPUBLISHED BY THE AMERICAN FOREST AND EXCEEPPTRAASSNOTED. APPPPLLY CONNECT ALPINE TO EACHDRFACEROF TRUSS � UNLESSROOTHHERWWISE LL0C STEEL THIS DESIGN POSITION CONNECTORS PER CRAVINGS 1S0 A -2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSSI(B�IILL,ITY SOLELY FOR THE TRUSS CDMPONENT TA TH�F FR RPflNATRTI TTTV nFF TTHF SUITABILITY nTHnFRTRNFR.�PFR�RNNT T II-- IARSRR Y'TTflNiN'UILOINB 16 6 #83, °.' • MORRIS M. SHASHOUA P E. 1808 N.Y 112TH AVENUE CCB i 7SPRS9INGSS. FL. 33071 FL. REG, 018584 i E85251 Rv -55# U -180# NAILED SEP 2 2004 RIGHTS G 44 98 m i EV. 7.03.0821.15 SCALE - 1.0636 TC LL TC DL BC OL BC LL TOT.LO. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 09 -22 -2004 DRUG DESNR OA 0/A LEN. 5 DUR.FAC. 1.33 SPACING 24.0° TYPE Inok Job:C9375) RICHARD BUELL - DAY RES ADDITION / E3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT To chard 2x4 SP #2 Dense Sot chord 2x4 SP 412 N T 146 mph Wind, 20.48 Ft mean hqqt, ASCE 7-98 CLOSED bld T Located anywhere In roof, CRT II, EXP B, Wind TC OL -5.0 pBF, wind BC OL-5.Q pef. Components and oladdln9 wind pressures considered For uplift oallouts. Rv -71# U -180# NAILED 1 LEFT RAKE_m31'111 "14 PLT.ffiTYPg WAVE, Prune: (954) 491 -3310 Fme (994) 491-023? 2' Rvi435# U -827# W -8° TPI2002 (STO) Ca /RTm1.00 a .251 /10 c o OTY= 8 TOTAL= 8 3' Rv 13# U -180# NAILED waolaatitworaoi `ve ® ® ®,�.. & ....fis o®d®° it e -® s NO. 195 ° 9 - °� STATE ap • �OF ; ��'i ' SEP 2 2 2004 e . e °'-0 ''' N& .$* i ail RIGHT G- gg • REV. 7.03.0621.15 IC ALE =11!451 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING IN8TRLLING �TERINSTITUTEE 55883TU'ONOFRIO(OR. SUITEN200, INSTALLING 5371811 PUBLISHED SAFETY PRRICTICEES PRIOR TO ATTAACHHEEDDN STRUCTTUURAALLNPANELLS AND BOTTTTOMMTC�ORRDSESHALLIHHAVVEE °A TOP CHORD ATTACHED RIGID AALLPPINEGENGI**IMPORTANT** NEERED PR DUCTS INCH SHAA COPY NOT EIRESSPPONSIBLE THE INSTALLATION CONTRACTOR. FFROMRTTHIISS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING INSTALLING AND BRACING OF TRUSSES. OEBIGN CONFORMS WITH APPLICRBLE PROVISIONS OF NOS (NATIONAL OESIGN SPECIFICATION PUBLISHED BY THE RMERICRN FOREST AND PAPER ASSOCIATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 202A ASTM A8S3 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS ANO UNLESS OTHERWISE LOCATED 0I THIS DESIGN POSITION CONNECTORS PER DRAWINGS 180 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRRUUSS COMPONENT TRSITI44FF R�FRRPNfN4TRRTIETTTYYIfFF TTNF fl ITRI�lfNtfWRTVN R - PPROANERT/TPTT 11-- IAaCRaFrTTnN BUILDING MORiIS A. SHASHOUA P.E. 1808 N.Y. 112TH AVENUE MS41 CORAL SPRINGS FL. 33071 FL. REG, 018554 & EB5251 TC LL TC DL BC OL BC LL TOT.LO. 30.0psf 15.Opsf 10.0psf 0.0psf 55.0psf REF DATE 09 -22 -2004 ORWG DESNR DA 0/A LEN. 3 OUR. FAC. 1.33 SPACING 24.0' TYPE .look Job:C93751 RICHARD BUELL - DAY RES ADDITION / El Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 N THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 146 mph WInd, 20.23 ft mean hgt, ASCE 7 -S81 CLOSED bldgg( Looated anywhere In roof( CAT IIT EXP BT Wind TC OL -5.0 pef, wind BC OL -S.o pef. Components and oladding wind pressures considered for uplift oalloute. PLAAEGFT RAKE a 1'11 "14 LT.aTYo1 -WAVE Phones (954) 491 -3310 Foe (954) 491 -9237 2' TPI2002 CSTDI Cc /RT -1.00 C1.253 /10 C m OTY- 8 TOTAL= 8 1• Rv 498# U -1147# WS" Rv --54# U -180# NAILED Rvm -147# Uffi180# NAILED 0c.m •0� A 4 J! ° = SEP 2 200 �O • OF :Au �' a e si� �QRIQ ° os G RIGHT Lr°24 ,44 NAa � a REV. 7.03.0621.15 S E 1 8 -1 AND BRRCING.OREFERS TO 811 C( HANDLIINNGINSTRRLLLLINGRANDGaRR�CINGIINGPUBLISHED BY TTPPIp CTRUSS PLATE INSTITUTE 583 O'ONOFRIO 0R. SUITE 200 MADISON, WI. 537183 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6ITHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS RND BOTTOM CHORD SHALL HRVE �i PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN 0 THE INSTRLLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, OVIIu SHIPPING, IFITONUPUBLI ��ICFT L PPRRVISNSSF NOS �CCATI BY THE �RICAORS� EqEEPT AN T" R�Y CCWNE TE TO FCH AtOOF T FR �UNL A ERBE (OVT O LS ACETAPPRSSONAGNEGREON11 BIY.LEF�E TRC pCATEB ACCEPTANCE DESIGN, POSITION ENINEERINGRESPSII LTSOLY ORTHTUSSSC ONENT RBR TITYIMRNFF(tA COMPONENT FOR LS�lIL0IN0 TTT) RP RIRRTI TTYR SUITABILITY fRTW. P R PRAT/WI AR RP Tl 1808IN.W. 12THAVVENUEE• ORRR 8P3RIN� FL. 33071 (8543 FL. REG, !18554 L EBS2S1 TC LL TC OL BC DL BC LL TOT.LD. 30.0psf 15.0psf 10.0psf 0.opsf 55.0psf REF DATE 09 -22 -2004 DRWG DESNR OA 0/R LEN. 1 OUR. FAC. 1.33 SPACING 24.0" TYPE Jack Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/8/2004 Building Permit Permit Number: BP2004 -750 Applicant: JOSEPH DAY Owner: DAY JOSEPH JOB ADDRESS: 1032 NE 98 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786- 277 -9540 Parcel # 1132050180320 Contractor's Address: P.O. BOX 531051 Legal Description: REV PL MIAMI SHORES SEC 8 Page 1 of 1 PB 43 -69 LOT 15 BLK 180 LOT Fees: Description Amount FEE2004 -5734 Building Fee $200.00 FEE2004 -5735 CCF $0.60 FEE2004 -5736 Notary Fee $5.00 FEE2004 -5737 Training and Education Fee $0.20 FEE2004 -5738 Technology Fee $5.00 FEE2004 -5739 Scanning Fee $6.00 Total Fees: $216.80 Total Fees: $216.80 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 11/28/2004 Construction Value: $1,000.00 Work: SHUTTERS 25 OPENINGS Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: J�. 1116 Areas4 MIAMI SHORES VILLAGE 'noir iv B iJILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp Permit No1-) Name Address Company Phone # �asgrph Q(y 1032_ YE g K��va ki/ -05 /7 5 I -66 gZ azarty Inspection Date Correction Re- Insp'n Fee ❑ (ec., C: Cc E.hz6oA To SST Ktm Q}� w61. T P.a y 6t) /.4m ,v fry Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Electrical Permit No. &i • t' -750 Master Permit No. B �D(� 2- 1090 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) .0 1 _ 0 Phone # Owner's Address la m" NE q S City State Zip Tenant/Lessee Name 305 "7 GF66S.2 Phone # Job Address (where the work is being done) I 0 2 WE q zJ 1\� a City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 4A0kJck 1€ K P o af\ (An Contractor's Address 0_0, R ©`k c r log f City ! ' t 01 OA ( State FL___ Zip' Phone # 2oSo5q-0q! Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit D t ' D PC) Square Footage Of Work: Type of Work: [Addition ❑Alteration [ New ❑ Repair/Replace ❑ Demolition Describe Work: _S►' 1 uiT Teirs ****************************Fee * * * ** * * * * ***** * ** *Fees ** * *** ** ** * * * *** * *** * * * * ** n CCF $ Of 6i 0 CO /CC Submittal Fee $ ~ Permit Fee $ t;"' 620 Notary $ 5 0 0 Training/Education Fee $ Or an Technology Fee $ Scanning $ 6 Radon $ — Zoning Bond $ Code Enforcement $ Structural Plan Review. $ �� Total Fee Now Due $ J l b • (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by Signature ai"\ Contractor The foregoing instrument was ackno . edg � before me this? y who is personally known to me or who has produced who is person:ill own 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 PUB Sign: Sign: Print: Print: My Commission Expires: �ovo,,G <Angeia W Becker m My omission i u elm; Commission D0150048 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * * * * * * * * ** ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: — _ JUN ® 1 200' plans Examiner Engineer Zoning Chc 12/15/03 • 2' • r. 1- • • MIAMID PRODUCT CONTROL NOTICE OF ACCEPTANCE ,Safeguard Hurricane Protection Systems, Inc. 1315 Neptune Drive 13oynton Beach ,FL 33426 s f\'our application for Notice of Acceptance (NOA) of: 0.050" Perforated and Solid Aluminum Storm Panel under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or . manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to ,revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1.40 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (303) 373 -2527 FAX (305) 375 -22558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 The expense of such testing will be incurred by the mariufacturer. ACCEPTANCE NO.: 00- 0327.08 EXPIRES: 12/31/2004 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/07/2000 All bve /$ !i-eM� 11 s045000I 1pc2000 \ \templates\notice acceptance cover page.dot Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Office 5/ Internet mail address: postmaster @buildingcodconline.com Homepagc: http : / /ww•w.buitdingcodeonline.com ,' card Hurricane Protection Systems, Inc. ACCEPTANCE No.: 00- 0327.08 APPROVED SFp 7 2000 EXPIRES 12/31/2004 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 98- 0728.09, which was issued on December 31, 1998. It approves an aluminum storm panel type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum storm panel type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 -052, titled" 0.050" Perforated and Solid Aluminum Storm Panels ", prepared by Knezevich & Associates, Inc., dated March 14, 2000, last revision #2 dated August 16, 2000, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum storm panel type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the . following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 11 4' //(*I2--Y Helmy A. akar, P.E. - Product Control Examiner Product Control Division 2 of 3 Saleeuard Hurricane Protection Systems, Inc. ACCEPTANCE No.: 00- 0327.08 APPROVED SEP - 7 2000 EXPIRES 12/31/2004 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8). years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE He my A.`Pofakar, P.E. - Product Control Examiner Product Control Division 3 of 3 WIDTH UNLIMITED IPERPENOICULAR TO PANEL SPAN) TYPICAL SECTIONS rt PL AN VIEW m 0 SOLID PANEL ELEVATION SCALE' 1/4" • 1' - 0" 4 S0" 2 1 I I LABEL LOCATION /. 17/64" TYP 1/8 "m TYP. 3/32" TYPE 2.00" )DOTE TO REDUCE SEPARATION FROM GLASS. PANELS MAY BE FASTENED ta LAP JOINTS, AT MIDSPAN WITH 1/4 -20 x 1/2" THUMB SCREWS WITH WASHER IN MOLLY JACK NUTS. SEE TABLE 2. COLUMN 2 IN SHEET 6 OF 6. • IJNUhttTED� •;� 1 IPERPENDICULAF7•TO PANEL SPAN) • TYP CAL SEC 'IDN3 t ° PERFORA` ED.PANEL.ELEVAT)ON SCALE: 1/4' d T If Q. • • Id et Q2 I- N 0 JX 00 O v• Nu 21- dW a • 2375 " • • _ 12,00" COVERAGE, 14 75» OSTORM PANEL SCALE 3" • Y - 0- 1/4-20 STUD x 3/4" (G 12" 0 C _I 625" //•374" - // -374" I 0.295" 1 ' 295" o 6S6" El 656" N - .093" TYP. I= •a �.�.. OPTIONAL LEG DIRECTION ® STUD ANGLE SCALE 3" • 1' - 0" 1/4" MAX HALF PANEL SCALE. 3" • 1' - 0" 4.685 .107"-/e9-/-1- I I 285" Arm- - I 260" .093 "TYP. • :. ••: \ .090" - OPTIONAL. LEG 1 � X 043" � Oo - , TYP DIRECTION O"F" TRACK F" ANGLE SCALE 3" • 1' - 0" ®SCALE• 3" • 1' - 0" FASTENER (a 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S F L(O8 "OC FOR DESIGN LOADS GREATER THAN 110 P 5 F (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE FLATTENED PANEL ANCHOR) 1/4 "0 MOLLY JACK NUT (d 24^ O C )MAX MAX d. -062" col L250" 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION P011 MIAMI -DADE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A5CE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3004 -H26 ALUMINUM ALLOY 0.080" THICK. ALL EXTRUSIONS SHALL. BE 6063 -T6 ALUMINUM ALLOY. U.O.N 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS' SAFEGUARD HURRICANE PROTECTION SYSTEMS. INC. • BOYNTON BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.5.1. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203. AND 202. • REFERENCE HURRICANE ENGINEERING TESTING. INC. (H.E.T.I.) TEST REPORTS No. 98.745. REFERENCE. ALSO, AMERICAN TESTING LAB TEST REPORT No. 0504.01 -98 AND CONSTRUCTION TESTING CORP. (C.T.C.) TEST REPORT Igo. £19-0213. 8. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES 10.PERFORATED PANELS MAY BE USED WITH SOLID PANELS ON SAME OPENING. BUT MINIMUM SEPARATION FROM GLASS SHALL COMPLY 2 WITH PERFORATED PANELS REQUIREMENTS IN TABLE 2. 100" f-- x.460" TYP.I (:1 -r 250" C:11 • -.125" Ai 4 I" ▪ -.062- NI QBS L I I -.QSD" I . /- }-.250" L 250" / 880" • j, 1.00" MIN (2AMAC 3 ALLOY) 5.00" MAX. OWASHERED WINGNUT ANGLE O SCALE . HALF SI2E (Z )ANGLE 3" • 1' - 0" HALF PANEL 2 h9 EADER 3 U "HEADER SCALE . 3, " 1, - 0" OSCALE• 3" • 1' - 0" /6 .107" •077"-+ ORECESS TRACK 9 SCALE • HALF SIZE T 21L `® ALUM ANGLE CLOSURE PIECE 1" x 2" x 0 125" MIN TO 2 "x 5 "•0125" MAX /EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING • EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED OB TRAP MOUNT/BUILD -OUT MOUNT ON TYPE OF STRUCTURE SCALE 1 -1/2" • V - D" OB /t7 00 10:34 1/4" k MAX 1/4 -20 STUD ?50 "1D ,fx3/4 "(®12 "O.0 • 630" 0.0. 593, 2451-1 1 r.090" .120'w• 090 " -I DECORA•NE TRACK 10 A7:177".•ALF SIZE EXISTING CONCRETE, .t . •. . O= -- f : 10!.F dL fGR w -BdRA.CMOWCK G BR , HOLLOW BLOCK OR WOOD FRAMING : 11E GT MNOCURENTTE 4125" J. 1 00" ), 11 SLIDE STRAP V-YSCALE HALF SIZE 1/4" MAX OWALL MOU SCALE 1 -1/1). i7`% 1 375" , INSIDE MOUNT 12 SLIDE TRACK SCALE • HALF SIZE 1/4"iMAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING ODIRECT MOUNT (HALF PANEL) SCALE' 1 -1/2" • 1' - 0" FASTENER (81 12" 0 C FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S F S 8" O C FOR DESIGN LOADS GRATER THAN 110 P,S F (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ALUM ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN TO 2 "x5 "x0.125 "MAX. - JOUSTING CONCRETE. HOLLOW BLOCK OR •. WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE of STRUCTURE OBUILD -OUT MOUNT SCALE 1-1/2» • 1' - 0» APPROVED AS COMPLYING YAM THE =OUR(PLORIIABUR.I GCODE DATE O ` 07 Loot, PRODUCT r' 01. OPASION . BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 00- 0327.08 - Uz 2� W~ Ftut d0 Ua 0` W COI dm •30 0 =•xx tU o >_ W'- N'' w= z 0 L t 8 0 Y 8 It 000 00 -052 0. h 11ULLUw aLUte1 UK WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" 11/2 SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER. •SEE ANCHOR SCHEDULE, REFERENCE CONNECTION "TYPE 2" FASTENER. SEE ANCHOR. SCHEDULE. REFERENCE CONNECTION "TYPE r EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE OWALL MOUNT SECTION SCALE 3" a 1' - 0" DGE )IS EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING.. SEE ANCHOR SCHEO.BASED ON TYPE OF STRUCTURE 1 /4"• THRU BOLTS WITH LOCK NUT @ Z" O.C. LQ r.100" MIN MIN EXISTING GLAZING _ UNN STORM PANEL SEPARATION FROM GLASS TABLE 2 W 1- 140 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 08/16/00 14:54 z Q 0. ce E 0 O H W W E 1/1." W MAX. CO 4 1- J 0 W u N z 4 o. MAX. x11. x 3/4" TEK SCREW © @ 6" 0 C OR 1/4 -20 , MACHINE BOLT WITH LOCK NUT @ 6 ".O C FASTENER. SEE ANCHOR OPTIONAL" F• ANGLE DIRECTION SCHEDULE. REFERENCE CONNECTION •TYPE 1" OBUILD -OUT MOUNT SECTION SCALE 3" • 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE _1/4" MAX -1/6" MAX. FASTENER. SEE ANCHOR R•t SCHEDULE. REFERENCE CONNECTION "TYPE 1" EXISTING GLAZING • SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE` HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED 014 TYPE OF STRUCTURE $114 x 3/4" TEK SCREW @ 6" O.C. OR 1/4 -20 MACHINE BOLT WITH 100K NUT @ 6" 0 C. ITYP. TOP & BDTTOMIY `1/4" I1AX W 0 J Q 1- J W z 4 C. N FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" OBUILD -OUT MOUNT SECTION SCALES 3" - P - O" DETAIL Q) ANCHOR SCHEDULE 1/L'01TW W/ 1.311." MIN EMBEOMENT CONC. I BLOCK 1 /4 -m POWERS CALK -IN W/ T /5- EMBEDMENT S 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC. I BLOCK UL"o WOOD LAO SCREW W/ MIN THREADED PENET RATION -T ' SHEAR PARALLEL OR PERPENDICULAR TO W000 DRAIN W000 T' 1 3- 10" 1 4" 12- SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED 014 TYPE OF STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION•TYPE1 EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 1" EXISTING CONCRET OPTIONAL STUD ANGLE DIRECTION HOLLOW 01.00K OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ®"F" TRACK/DIRECT MOUNT SECTION SCALE,3 " "1' -0" W J ea Q 1- W 0 0 u N z 4 a N �LL VI 0. 0 4 0 J z I41 O X 4 1/4" MAX 1 /4 "0 THRU BOLTS W/ LOCK NUT @ 12" 0 C. FASTENER. SEE DETAIL .1 ANCHOR SCHEDULE. REFERENCE STRUCTURE USE TWO ANGLES EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE THRU" SECTION - O SCALE. 3" " V - 0" APPROVEDAS COMPLYING YATH TIE: SOUTH FLORIDA BUILDING CODE DATE 0 0 000 BY PRODUCT .IOWL DIVISION • BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00- 031.7. 08 0_OT '3 W 001 Z 0< z ag D fr 4F EN cc 3 b3 0f C ref -0 aqi � 0; 5 P cal. Cr) O_ 41 Y.J. KN "I,faon$! 140: • T•: 00L01IU3 1000 . 03/14/00 as•fisgt s1 e..a" or w.a.a of e. "wAv Loy 00 -052 ei Y oi•b,••• EXISTING ............ ail. °•,+.1, .::. i .'•, iv. EXISTING CONCRETE. PENETRATION "T" HOLLOW BLOCK OR WOOD FRAMING SEE EXISTING STUCCO ANCHOR SCHED BASED FINISH OR PLYWOOD ON TYPE OF STRUCTURE SOFFIT FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2" • SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2---- Q a REINFORCING E @ MIDSPAN w AS REQUIRED. 3. J PANELS FAST'O n D @ LAP JOINTS O W/ 1/4" x 1/2" x+ 2 TWO 1/4 "0 x 4 -1/2" THUMB SCREW I^ 'J STAINLESS STEEL WITH WASHER '� W000 LAG SCREWS IN MOLLY JACK w 2 @ 24" 0 C MAX WITH NUTS E a 1 -3/4" MIN. THREADED -'tn PENETRATION "1" INTOEXISTIMG STUDS L1/4" MAX _ \FASTENER. SEE ANCHOR NNsSCHEDULE, REFERENCE s . CONNECTION"TYPE4" 4 Q r 2 "x5 "x1 /8" x CONT. ALUM ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT PLATE EE MIN. STORM PANEL SEP. FRO GLASS TABLE 2 WOOD LAG SCREWS @ - 13 /4 "T C WITH EADED PENETRATION "T" W000 ROOF TRUSS OR FRAMING MEMBER 1/4" MAX. \ TWO 1/4 "0 x 4 -1/2" STAINLESS STEEL WOOD LAG SCREWS • @ 24" D.0 MAX WITH J 1 -3/4" MIN THREADED at PENETRATION -T" 4 INTO EXISTING STUDS r PENETRATION "T" 1 610 x 3/4" TEK SCREW t8 6" 0.C. x", BETWEEN 2 TRUSSES a E 0: tn 0 r N W W OCEILING/FLOOR MOUNT SECTION SCALE 3- = V - 0" EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 SIDEWALK BOLT & PM NUT. PLACE PANEL OVER EACH FASTEN WINGNUTS ND FROM THE INSIDE ITYP 0 W 2 0 2 a a 0 MAX. 1/4 "0 x 1 -3/4" STAINLESS STEEL WOOD LAG SCREW (off 12" 0 C. W/ 1 -1/2" THREADED 2" x 6" P.T CONT PENETR. "1" INTO WOOD BLOCKING WOOD BLOCKIN PENETRATION -T- OCEILING /BUILD -OUT MOUNT SECTION SCALE • 3" a V - 0" SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2 OPTIONAL RECESS TRACK MOUNT EXISTING CONCRETE \ / EMB•, HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE • ORECESS TRACK / DECORATIVE TRACK SCALE 3^ a 1' - 0" HANDLE 12" APPROVEOAS COMPLYING SOUTH FLOR DATE 0 81 o7 Ze op CODE :I FASTENER. SEE ANCHOR PRODUCT ITROLOFASI'ON • SCHEDULE. REFERENCE BUILDING CODECOMFUANCECFFI� CONNECTION 'TYPE 1' „R,;LOOR MOUNT AccEPFErcE:ID. U0-u327. Wi PUNCH LES IN ADJACENT PANELS TO RECEIVE OLUTEPACf BT& PM NL PANEL OVER EACH ADJACENT PANEL AND FROM THE INSIDETITYP )- DRILL 1/2 "0 HOLES @ x B 1/g." 6063 -76 •. ALUM. ANGLE �•2^ _ EXISTING W000 FRAMING 1" x 4" x 1/8" x•CONT ALUM TUBE 1414 x 3/4" TEK SCREW @ 9" O•C•471/4" MAX EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS • TABLE 2 O -N. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" OBUILD - OUT/FLOOR MOUNT SECTION SCALE: 3 "a1' -0" ANY FASTENER IN ANCHOR" SCHEDULE @ 3" 0 C x 7" x 1/8" CONT STUD ANGLE WITH STUDS REMOVED 3" x B` x 1/4" x 1' -2" 6063 -16 ALUM. ANGLE ANY FASTENER IN ANCHOR SCHEDULE @ 3" 0.C. HOLLOW BLOCK 4 0 4 ON ow fO 2Q Oa z a O 0: o ONC LL cc D az 00J OQ E'MBEt- 3/e "0 HOLE FOR FASTENING PANEL 1• -2" i �1- - tI , . 1 —\ (MAX. PANEL HEIGHT a• 8' - 89 (MAX. DESIGN LOAD m 78.00 P.B.F•) 2 -1/2" x 1 -1/4^ WIDE NOTCHES ITYP BOTH SIDES! - -1/4 "0 POWERS 3" x B" x 1%4" x 1' -2" CALK-IN @ 4" OC 6063 -16 ALUM ANGLE FLOOR MOUNT OPANEL INSTALLATIONS EGRESS WINDOW SCALE 3 "a1' -0" WALL MOUNT 08 /t7 /00 10:3/ r I V.J. 'CUES 141 fI:+rrtaxxw. e[�vxeax 1•1. !canna MD: PLJ.00,f0983 1 i1 . . 2000 r• 03/14,00 l s xo�tnA ,a a•«+q ne • 00 -052 sneer 3 et 6 SEE MIN STORM PANEL SEPARATION FROM GLASS TABLE 2 HOLLOW BLOCK OR • W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ITYP. TOP & BOTTOM) FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION "TYPE 1" (TYP. TOP & BOTTOM) ,c1/4- MAX ta - ft. 114 Vas Lel 0. s2-1/4"*MAX. r1/4- MAX. EXISTING GLAZING— 016 x 3/4" TEK SCREW @ 12- 0.C. OR 1/4-20 MACHINE BOLT WITH LOCK NUT @ 12" 0 C. OCARRY BEAM MOUNT SECTION (SEE TABLE 4) SCALE, 3• v - 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ITYP. TOP S. BOTTOM) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE TO LOCI< STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL 11 7 FOR .1/4-20 NC THREAD 1/2"o x 1/4" NYLON BUSHING , OR 1/4-20 S S NUT xtu e0 L-1/4" MAX EXISTING GLAZING— SEE MIN. STORM PANE SEPARATION FROM GLASS TABLE 2 X 0' 5-3/4" • • 6063-T6 ALUM. ANGLES (TYP. TOP & BOTTOM) 2" x 9" x CONT. 6063-T6 ALUM. LAP BEAM. TWO 5/16-0 300 SERIES STAINLESS STEEL MACHINE BOLTS AND LOCK NUTS TWO 3/8-16 POWERS CALK-IN ANCHOR WITH 1-7/4- MIN EMBEDMENT (PER ANGLE). 2- x 9" 312 x 3/4- TEK SCREW @ 8" 0.C. TYP. OPTIONAL ANGLE LEG DIRECTION BEAM SPAN OCARRY BEAM WALL CONNECTION (SEE TABLE 4) SCALE. 3" V - 0- TWO 3/8-16 POWERS CALK-IN ANCHOR WITH 1-1/4" MIN, EMBED. INTO EXISTING CONCRETE AND 4-7/2- MIN. EDGE DISTANCE 3-1/2" ) EXISTING FINISH „,EXISTING CONCRETE /STRUCTURE 1/2"ce x 1/4" ••• •••„,_ NYLON BUSHING "••• DR 1/6-20 S.5 NUT' FASTENER. ace ANCHOR SCHEDULE, REFERENCE CONNECTION "TYPE V' r,..) "SET & SLIDE" ASSEMBLY - INSIDE MOUNT SCALE 3- - 0- 08/17/00 1037 1/4-20 MACH". SCREW STUD (al 12- 0 C 4.11/N'A L LOCATION o STUD "SET & SLIDE" ASSEMBLY (ISOMETRIC VIEW) N T S OPTIONAL ANGLE LEG DIRECTION tw. .072- TYPt-1 TWO S/16-0 MBED • G. CARRY BEAM WALL CONNECTION (SEE TABLE 4) v_y SCALE, 3" . - 0" A L E 4 2" x 6063-T6 ALUMINUM FLANGE THICKNESS - 0.224" WEB THICKNESS 0.072* PANEL SPAN (FT -IN) BEAM WIND LOAD (P.S F BEAM SPAN (FT .INI 4-0 6-0 8-0 10-5 44.0 15-6 13-7 12-4 11-3 4-0 670 8-0 10-1 50.0 14-11 13-0 11-10 10-11 4-0 6-0 8-0 9-3 80.0 14-0 12-3 10-11 10-4 NOTE: -MEAN ROOF HEIGHT LESS THAN OR EQUAL TO 25 - -IMPORTANCE FACTOR 1 - 1.05 APPROVED AS COMPLYING %mine SOUnIELO « • CODE DATE 0 e, 0 firAWAIr! PROD= C "ROL DMSION BUILDING CODE COMA/4CE OFFICE ACCEPTANCE NO .0 -027..9 U.12 Z NG 0 0 ID 3-I 0 al utZ o < 10- a 2 o a o co cc 3 a.Z IS 2 X3 3 c: o re v 151on s :1 amiltimr‘To.ri Kna-.EViah prbAlasupfin offINkal ts tie No: 098f1 Mai 03,14100 ar.w* ci;i:4; by 4;1 ,t'f% , brawbil lab 00-052 o 2 tq 1 ANCHOR TYPE LOAO (W) PSF MAX (SEE NOTE MIN. r EDGE DISTANCE MIN. 3- EDGE DISTANCE SPANS UP TO 5• -6- (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10 -8" (SEE NOTE 1) SPAN: UP 7 • 5• -6" (SEE NOTE 1) SPANS UPl• • B• -8" (SEE NOTE 1) SPANS UP 7 • 10 -8" (SEE NOTE 1) CONNECT 1 TYPE 2 3 ON 4 CONNECT 1 TYPE 2 3 ON 4 CONNECT 1 TYPE 2 3 ON 4 CONNECTION 1 TYPE 2 3 4 CONNECT 1 TYPE 2 3 ON 4 CONNECT 1 TYPE 2 3 ON 4 [1131MEn 1� ut ^m ITV DR EL TAPCON W/ 1-1/4. NW EMBEDMENT k1;21MESEIt> 1/4 -0 IT W OR LLCO TAPCON w/ 1 -3/4" MIN EMBEDMENT 48 12 12 12 12 12 12 12 12 12 12 11 9 12 12 12 12 12 12 12 12 12 12 12 11 62 12 12 12 12 12 12 9 12 12 9 8 12 m 12 12 12 12 12 10 12 12 11 9 72 92 1211E1 12 12E1 12 12 9 12 12 12 12 . 8 8 12 12 12 El. 9 9 8 8 12 12 12 12 V 12 11 12 12 12 11 11 9 9 12 12 11 9 12 12 11 9 7 a.TO0P.S.L -•r'� il•1•)ju 7 LJJICAIC! 3 9 • Ex 4 VAIA 10 : T1 7 W - 4 k 1T • 12 12 11 9 CONCRETE �� 3/16 ^m ITW PHILLIPS MEAD TAPCON W/ 1 -3/4" MM EMBEDMENT PRI4 3.100 PAI RONBRETE) 48 62' 72 12® 12 12 ® 12 : : 12 12 7 6 7 12 12 12 4 5 4 12 12 12 12 12 12® 9 12 9 7 9 7 6 12 12 12 12 7 6 6 5 12 n /r, 5 10 8 7 12 7 5 5 5 4. 3 4 12 12 3f 8 12 3 7 6 5 12 12 6 5 92 12 12 . 3 12 12 7 3 12 4 5 4 12 12 5% 6 12 5 7 5 12 12 6 5 200 12 12 3 200 12 5/ 12 12 4 12 12 • 5 12 6 3 5 12 12 3 5 * �I1 1 /4 ^. POWERS CALK -IN WI S- EMBEDMENT 7/ 5.1/4 -20 STAINLESS STEEL MACHINE SCREW EIRX X000 PS.L CONCRETe) 48 12 12 .* (fmj �'• 1/4 -0 POWERS CALK -M W/ 7/B ^ EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 48 12 12 10 8 12 12 6 1112 4 12 12 12 12 12 12 10 8 62 12 8 6 62 12 12 : 7 12 12 5 6 12 12 12 12 12 12 12 12 12 8 10 72 12 7 5 • 12 12 7 6 12 12 '4 4 6 12 12 4 12 12 12 12 12 10 12 12 7 10 92 12 7 5 92 12 12 5• 6 12 12 7 6 12 12 7 12 12 8 12 10 12 12 12 10 200 12 12 7 . 12 12 7 6 12 12 7 6 12 12 7 10 12 48 12 10 12 12 11 10 7 48 12 12 12 4 12129 12x12 7 12 12 8 5 12 12 7 1212 ° 62 118 12 1212' 6 8 7 1-0 "—=. 62 12 10 11 3 12 12 7 5 10 12 6 4 12 11 5 10 12 72 .8 6 11 12 7 5 I/4 -. POWERS 2AMAC NASD. ARDOR WITH 1.1/5- MW EMBEDMENT tNIN.3.0o0PLS CONCRETE) 72 12 ®fl 4 3 10 ,213 9 4 10 11 5 4 12 11 5 9 11 9 7 5 11 12 10 5 92 12 10 7 3 10 12 6 4 10 11 5 4 12 11 9 7 11 7 7 5 11 12 10 5 200 10 12 6 3 10 12 6 4 10 11 6 4 11 11 7 5 11 48 7 5 11 12 7 5 * surassussoms * Okl(lemasoso. 1/4•. ELCO MALE/ FEMALE" PANELMATE- W /1•)/4 -MM EMBED L 1 /4.70 5 0 MACIaNC SCREW 0uN.3.0130PS4OONOR 71) 48 12 12 12 5 12 12 12 12 12 12 12 10 12 12 12 12 12 12 12 12 12 12 12 11 62 12 12 12 4 12 12 11 9 12E1 12 10 8 12 12 12 12 12 12 12 10 12 12 12 9 72 12 12 12 12 12 12 • 8 12 12 10 8 12 12 12 12 12 12 12 9 12 12 12 9 92 12 12 12 10 12 12 • 8 12 12 10 8 12 12 12 11 12 12 12 9 12 12 12 9 200 12 12 10 8 12 12 10 8 12 12 10 8 12 12 12 9 12 12 12 9 12 12 12 9 q � *) sRn0.ti11N15Qb 1 /4"m TRU -FAST TAR GRIP CP W/ 1 -U7" MW EMSEOMEHT Oat 5.0001.34 CONCRETE) 48 12 12 12 12 12 12 12 11 12 12 10 9 12 12 12 12 12 12 12 12 10 9 12 12 12 12 12 12 12 11 11 11 9 9 62 12 12 12 12 12 12 10 8 12 12 8 7 12 12 12 12 12 12 12 11 72 12 12 12 11 '12 12 '8 7 12 12 8 7 12 12 12 12 12 12 92 200 12 12 12 12 10 8 9 7 12 12 12 12 8 8 7 7 12 12 12 12 8 8 7 7 12 12 12 12 12 11 11 9 12 12 12 12 11 11 9 9 12 12 12 12 11 11 9 9 I• APPROVE0AS COMPLYING VATH THE SOUTH FLORIDA Suit MG CODE DATE o 0 / Z Goo ay PRODUCT DIVISION BUILDING CODE CO&IPLIANCEE opRCE ACCEPTANCE no 00 _ C1•i 2.7 8 us ES it F g 8 I 1. • ANCHOR TYPE LOAD (W) MAX NOTE 1) MIN. 2• EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5• -6" NOTE 1) SPANS UP To 8• -8" (SEE NOTE 1) SPANS UP TO 10 -8" (SEE NOTE 1) SPANS UP T 5• -6" (SEE NOTE 1) SPANS (SEE CONNECT 1 8• NOTE TYPE 2 UP -8- 3 TO 1) ON 1. SPANS (SEE CONNECTION 1 10 NOTE TYPE 2 UP -8" 3 TC 1) 4 CONNECT 1 TYPE 2 3 ON-CONNECT 1. 1 TYPE 2 3 OI 4 CONNECT 1 TYPE 2 3 ON 4 CONNECTION 1 TYPE 2 3 4 HOLLOW BLOCK • [1131MEn 1� ut ^m ITV DR EL TAPCON W/ 1-1/4. NW EMBEDMENT 48 12 12 10 8 10 12 6 5 8 125 4 12 12 12 9 11 12 7 6 9 126 4 62 12 12 8 6 8 11 5 7 10 3 12 12 9 7 9 12 6 4 7 10 5 4 72 11 12 7 5 7 10 4 7 10 3 12 12 8 6 7 11 5 4 7 10 5 4 92 8 12 5 4 7 10 4 7 10 3 9 12 6 4 7 10 5 4 7 10 5 4 2007 104 3 7 104 7 10 3 7 105 4 7 105 4 7 105,, 4�1 TO �/ 11111111111111111111111111111 - )I16 "m ITV PHILLIPS MEAD TAPCON W/ 1.U4^ MW. EMBEDMENT 48 62 9 7 12 10 6 5 5 3 6 4 4 8 6 5 4 3 1,/ % 5 4 4 7 5 51 n /r, / 10 8 7 12 11 10 7 5 5 5 4. 3 6 5 4 9 4 3f 5 7 3 7 6 3% 3 4 4 6 6 3 3 72 '6 9 4 3 92 5 7 3 �' 4 5 / 4 5% 5 7 4 3 4 6 3/ 4 6 3 200 4 5/ 4 5 4 5 , 4 6 3 %/,-4 6 3 4 6 3 .* (fmj �'• 1/4 -0 POWERS CALK -M W/ 7/B ^ EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 48 12 12 10 8 12 12 6 1112 4 12 12 12 12 12 12 10 8 12 12 8 6 62 12 12 8 6 10 12 5 8' 12 3 12 12 12 10 12 12 8 6 11 12 7 5 72 12 12 7 5 9 8 12 12 '4 4 3 8 8. 12 12 4 3 3 12 1Y 12 12 11 8 8 6 11 12 7 5 11 12 7 5 92 11 12 5• 4 11 12 7 5 11 12 7 5 200 8 12 4 3 8 12 4 3 8 12 4 3 11 12 7 5 11 12 7 5 11 12 7 5 48 12 12 11 8. 11 12 7 5 9 12 5 4 12 12x12 10 12 12 8 6 10 12 7 5 ° 62 12 12 8 6 8 12 5 4 7 10 4 3 12 12 10 8 9 12 6 5 8 11 5 4 w4.• PWER ANCHOR WITH 1 -1/B" MIN EMBEDMENT 72 11 12 7 5 7 10 4 3 7 10 4 3 12 12 9 7 8 11 5 4 8 11 5 4 92 9 12 6 4 7 10 4 3 7 10 4 3 10 12 7 5 8 11 5 4 It 11 5 4 200 7 10 4 3 7 10 4 3 7 10 4 3 8 11 5 4 8 11 5 4 .8• 11 5 4 * assamoossisi. w® 1I4^. EICD MAte/ PEMALE"PANELMATE w 1.44 -MIN EMBED L 1/4.20 S S MAEMWE SCREW 48 12 12 12 10 12 12 8 6 12 12 6 5 12 12 12 11 12 12 9 7 12 12 7 6 62 12 12 9 7 12 12 6 5 10 12 5 4 12 12 11 9 12 12 7 5 10 12 6 4 72 12 12 8 6 10 12 5 4 10 12 5 4 12 12 9 7 10 12 6 4 10 12 6 4 92 12 12 6 5 10 12 5 4 10 12 5 4 12 12 7 6 10 12 6 4 10 12 6 4 200 10 12 5 4 10 12 5 4 10 12 4 4 10 12 6 4 10 12 6 4 10 12 6 4 wLtlttrrAggqqqqm 1/4 ^m TRU -PAST TAP GRIP CF W/ 1 -1/4" MM EMBEDMENT 48 12 12 9 7 9 12 6 4 7 11 3 12 12 12 9 11 12 7 5 8 12 6 4 3 3 3 3 62 11 12 7 5 7 10 4 3 6 9 4 3 12 12 9 7 8 11 5 4 7 10 5 72 10 12 6 5 6 9 4 3 6 9 0 3 11 12 7 6 7 10 5 3 7 10 5 92 8 11 5 3 6 9 4 3 6 9 4 3 9 12 6 4 7 10 5 3 7 7 10 10 5 5 200 6 9 4 3 6 9 4 3 6 9 4 3 7 10 5 3 7 10 5 3 ANCHOR NOTES: yy 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMItlING ANCHOR SPACING ONLY. SHOWN ALLOWABLE STORM /�• PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 2 ENTER ANCHOR SCHEDULE BASED ON 1THE EXISTING STRUCTURE MATERIAL ANCHOR TO NEGATIVE DESIDISTANCE D ONE SHUTTER AND SELECT GREATER THAN THAN OR EDUAL TO SHUTTER SPAN 3 EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS S MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONOtTION5 VARY FIELD VERIFY THAT FASTENERS ARE INT6'ADEDUATE WOOD FRAMING mEM S DE80115 14 E P EC�y WOOD FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL D BE IS ACCEPTABLOF OR NOMINAL RAMINGMW00D WOOD SHALL/ BE SOUTHERN PINE" 0.055 OR GREATER DENSITY LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 8 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2- ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER pHEAD (WIDE W ALK BOLT!, 0 0 N 9 ) / /,I DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10 `DESIGNATES ANCHORS WMICM ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT DR WASHERED WINGNUT e S J !1! tEVICH E A Y revis$on sIE 1 L 0 11 S iOBSREE� rONU•JeSNn„ )PL felon etc: POOJI 0007 ; nr VA{ ( H•.xp. 00 -052 10001 S al 6 08/t 7/00 10:58 EXISTING BAY WINDOW 1/4 -20 STAINLESS STEEL TnbrIBSCREW INTO MOLLY JACK NUT @ 24" O.C. (TYP.1 20 GAGE STEEL BENT PLATE MAX. r OVERLAP OTYPICAL CORNER DETAIL S SCALEt 1 -1/2" 4 T - 0" ENIT8Y/G 1/4 -20 STAINLESS STEEL THUMB SCREW INTO MOLLY JACK NUT @24 ^OC (TYP) 20 GAGE STEEL BENT PLATE 4 "j, MAX,' OTYPICAL CORNER DETAIL SCALE. 1 -1/2" • 1' - 0" 1" OVERLAP 1" OVERLAP, 1/4 -20 STAINLESS STEEL THUMB SCREW INTO MOLLY JACK NUT @ 24" O C ITV? ) ETAPLTE EL BNA L,1" OVERLAP OTYPICAL CORNER DETAIL SCALE 1 -1/2- • V - 0" T A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F •'1 ACTUAL SPAN (LI (FT - IN) PERFORATED SOLID MIN. SEP, FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) COLUMN 1 WITHOUT MIDSPAN SEAM BOLTS 30.0 5 -0 4 -1/2 COLUMN 2 WITH MIDSPAN SEAM BOLTS 3 COLUMN 3 1 -1/8 COLUMN 1 COLUMN 2 WITHOUT WITH MIDSPAN MIDSPAN SEAM SEAM BOLTS BOLTS 3 3 COLUMN 3 1 -1/0 8 -11 4 -1/2 3 2 4 -1/2 3 1 -3/4 10 - 9 4 -1/2 3 -3/4 4 -1/2 3 -3/4 2 -1/2 40.0 5-0 4 -1/2 3 1 -1/8 3 3 1 -1/8 9 -7 4 -1/2 3 -1/4 2 -3/4 4 -1/2 3 -1/4 2 -1/4 10 -9 4 -1/2 3 -3/4 3 -3/4 4 -1/2 3 -3/4 3 50.0 5 -0 4 -1/2 3 1 -1/4 3 3 1 -1/8 7 -0 4 -1/2 3 1 -5/8 4 -1/2 3 1 -1/2 8 - 11 4 -1/2 3 2 -5/8 4-1/2 3 2 -1/4 10 -2 4 -1/2 3 -3/4 3 -3/4 4 -1/2 3 -3/4 3 60.0 5 -0 4 -1/2 3 1 -1/4' 3 1 -1/4 7 -0 4 -1/2 3 1 -3/4 4 -1/2 3 1 -1/2 9 -3 4 -1/2 3 -3/8 3 -3/8: 4 -1/2 3 -1/4 2 -5/8 70.0 5 -0 4 -1/2 3 1 -1/4 3 3 1 -1/1. 8 -7 4 -1/2 3 -1/4 3 4 -1/2 3 -1/4 2 -1/2 Nip FOR TABI -E$ 1 . 1. SITE SPECIFIC WIND LOAD CALCULATION BY PROFESSIONAL ENGINEER. I. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. POSITIVE LOADS LESS THAN OR EOUAL TO THE NEGATIVE LOADS ARE ACCEPTABLE. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN STORM PANEL SEPARATION FROM GLASS. FASTENER MAXIMUM SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SP REDUIRED FOR VARIOUS DESIGN LI W Z g 0 ANCHOR TYPE LOAD (W) P'S F MAX. (S N)1) MIN 3/4" EDGE DISTANCE SPANS UP TO (S E NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO F- (SEE NOT E 1) CONNECT 1 TYPE 2 3 ON 1. CONNECT 1 2 3 4 L`ONTYPE 1 2 3 ON 4 0 ,T1-5/8, 48 12 12 12 12 12 12 10 9 12 12 8 7 (1•°""'" '"" " "'" "` " " " " "' "'" V4 -0 WOOD LAG SCREW w/ MIN. 1 -5/6" THREADED PENETRATION 7 SHEAR PARALLEL OR PERPENDICULAR TO woOD GRAIN 62 12 12 12 11 12 12 8 7 12 12 7 6 72 12 12 11 9 12 12 7 6 12 12 '7 6 92 12 12 8 7 12 12 7 6 12 12 7 6 64 200 12 12 7 6 12 12 7 6 12 12 7 I;C:A=111' 3/16 -o PHILLIPS HEAD WOOD SCREW w/ HINCIUM 1 -S/8- PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 48 12 12 12 12 12 12 9 7 12 12 7 6 62 12 12 11 9 12 12 7 5 12 12 6 5 '72 12 12 9 8 12 12 6 5 12 12 6 5 92 12 12 7 6 12 12 6 5 12 12 6 5 200 12 12 6 5 12 12 6 5 12-12 6 5 i1 48 12 12 12 12 12 12 12 11 12 12 10 9 62 12 12 12 12 12 12 10 8 12 12 8 7 ,r P� V4 -0 ELCO MALE/ FEMALE "PANELMATC' W/ 7/6' Mee. EMBCO. 4 V4 -2005 MACWNESCREW 72 1212121212128 '7 12 12 8 7 92 12 12 11 9 12 12 8 7 12 12 8 7 200 12 12 8 /7 12 12 8 7 12 12 8 7 • 48 12 12 12 10 12 12 9 6 10 12 7 5 � 1 1 � r , \ , W16 -0 wood OUSNINO w/ 116 -MIN PENETRATION I V4 -70 SIDEWALK BOLT 72 12 12 9 7 8 126 4 8 126 4 92 10 12 7 5 8 12 6 4 8 12 6 4 200 8 12 6. 4 _ 8 12 6 4 '8 12 6 4 FOR COMPLETE ANCHOR SCHEDULE NOTES SEE SHEET 5 OF B T A 8 L E MAX. ALLOWABLE SOLID AND / OR PERFORATED STORM PANEL SPAN SCHEDULE NEG. DESIGN LOAD (P.S.F.) SPAN (FT - IN) 40.0 10 -8 45.0 10 -5 48.0 10 -1 50 0 10 - 1 • 51.0' 10 -0 55.0 9 -8 60.0 9 -3 62,0 9 -1 65.0 8 -10 66.0 8 -9 70.0 8 -7 72.0 8 -6 75.0 8 -3 80.0 7 - 9 90.0 6 -11 98.0 6 -2 100.0 • 6 -3 110.0 5 -8 120.0 5 - 2 ' 130.0 4 -9 140,0 4 -5 150.0 L -2 160,0 3 -10 170.0 3 -8 180.0 3 -5 . 190 0 3 -3 200 0 3 -1 APPROVEDAS COMPLYING W)THTHE SOUTHFLORID BUILD t CODE DATE 0' 07 2000 BY !)lf+.SIMIFA" -, PRODUCT C '' OL DIVISION BUILDING CODE COMPLIANCE OFRCE ACCEPTANCE N0.00 - 032.7. o 8 0 0 0 N lot T. 0 1 S q s i ea iesra3N.6g0 / J FP L /0u} 0963 . A ii; f 200C ' 9/ 14 /OJ pea. pI. . 0.0.11. as mite ML, 441.1. 67 '.G0mN L00 -052 4 _sheet!, eq.e.L., 08/19/00 10:39 V. b