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RC-15-2997A • 1/ ILA BUILDING Miami Shores Village )0.6 PERMIT APPLICATION >afl UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 , Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. JOB ADDRESS: ! ? $ A" t /0 / ST r-C''Ti-Fp , JAN 2 7 2015 FBC 20 I LI ❑ EXTENSION ❑ CANCELLATION ❑ RENEWAL ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): C f4 S F V Y d C-0( ! ' Phone#:`i LILI 2 5f fit/ �— I09 Address:56On SCA) 13S GPJkQ City: M \ C`rl State: ,- Zip:7!) ✓ l 3 Tenan Lessee Name: cl Email: e (..�i1D2C 3 rrl 'i l' C—e-) (—Y.—) Phone#: CONTRACTOR: Company Name: Address: 2)0 I� ��► I D 1'r ct C!? 7- City: W Q . v ► State: Qualifier Name: bk. Phone#: K `f `t Z ( Zip: 53 3Z -f,„, Phone#t- State Certification or Registration #: 7, C IS i 2.1 j) Certificate of Competency'#: DESIGNER: Architect/Engineer: Phone#: Address:.cam City: State:q Zip: ., 131� (�� J Value of Work for this Permit: $---(:9"t9-P:9-64-k331(1)1t1..4 'b� Square/Linear Footage of Work: 1 L{ 0 Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition P—e la cQ_ (v lecror 0.2_ -(Dor S potri-1-4--he P4 r-e�- r D scri tion of Work: 6_,1 tforY (-Plnb)-ems•„ / Gi ; n ee)) of -ee (.e(b ( uu c l i S Q k. o f � 5 Specify color of color thru tile: Submittal Fee $ 760 OD Permit Fee $ 1 lg ' 60 CCF $ 33 - G6 co/cc $ 50. GO Scanning Fee $ 3 3 • Radon Fee $ aa ` F9 Technology Fee $ <40 ' 2/K:: Training/Education Fee $ Structural Reviews $i 60.OD 90 • 2037 -C (Revised02/24/2014) DBPR $ ;i . 9( Notary $ O L..6 Double Fee $ Bond $ cd ' c TOTAL FEE NOW DUE $ 16 (X:3 ' l p (9J10 % 4 w 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 iss • .. In the absence of such posted notice, the inspection will not approved and a reinspection fee will be charged. Signatur 7 1 al/1/40.Signature OWNER or AGENT Theforego'ng instr ment was acknowledged before me this ��day of 20 / , by C 1 CGDRwho is personally known to CONTRACTOR The foregoing instrument was acknowledged befope me this , 200 , by [Jt , who is personally known to Z trday ofi,(�.'t1 SV'b'7'i me or who has produced as me or who has produced as identificatl NOTARY P ign: Print: Seal: HEIDY CERTAIN Notary Public - State of Florida My Comm. Expires Oct 3, 2016 EE 840251 *********iii****ssss******* APPROVED BY (Revised02/24/2014) // / identification a • who did take an oath. NOTAR HEIDY CERTAIN - State of Florida ••ct 3 2016 Print: Seal: Tans Examiner Structural Review Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: 11 S N Ai I 0 _! S\ - DEC 01 2015 RY:,11 it k 5 FBC 201 k -f Master Permit No., i 15 -2-IG 9.9 Sub Permit No. O REVISION ❑ EXTENSION 0 RENEWAL ❑ CHANGE OF CONTRACTOR ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): JCA ung W r Sc? Address: SI, 00 S w 13 5' _ 1,r t bq City: State: Tenant/Lessee Name: '1 Email: h e c o o 2c.7 IkL.0#-- CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone#:,.1. State Certification or Registration #: DESIGNER: Architect/Engineer: Address: City: State:Zip: Value of Work for this Permit: $ 2,0•006Square/Linear Footage of Work: 1.1100 • FFE: Phone#:1Ub 7%44( 29TJ Phone#: Zip: 331 r) Phone#: . ,� += Certificate • etency #: Phone#: Type of Work: ❑ Addition Alteration n New ❑ Repair/Replace ❑ Demolition Description of Work: T2e pl Ct CAE 1 61 h e r i d / Door s , f Q) n '-" 4. h •e Ce 4 t el a co rt9-6'n4Qm o d e l, .S.1913.;d a a sr -L9 eOa"" all t G. ai, 1,100 Wa115 ft;n Q41.: C4,014+411 Specify color of color thru tile: Submittal Fee $ 203. W Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $1 to 0 .00 Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) t Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. , • �' d, "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 vyith an estimated value exceeding $2500,'the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy'of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature o Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this \ ( day of Jli,C ' , 20 (5 , by day of , 20 , by .h..)0 ft C. Ar c.AC C who is personally known to , who is personally known to me or who has produced as me or who has produced as identification and whq did take an oath. NOTARY LIC: identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Priv 0. •p. ;• Seal:' APPROVED BY (Revised02/24/2014) 1 1 Print: . Seal:, . . Plans Examiner Zoning Structural Review Clerk Miami -Dade Official Records - Print Document Page 1 of 4 CFN: 20150714809 BOOK 29846 PAGE 2556 DATE:11/09/2015 08:48:00 AM DEED DOC 1,713.60 HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY This instrument prepared by: Lorie L. Lockerson Fidelity National Title of Florida Inc. 500 Maplewood Drive, Suite 5 Jupiter, FL 33458 Return to: Lone Lockerson Fidelity National Title of Florida Inc 500 Maplewood Dr, Ste 5 Jupiter, FL 33458 File No: 26-15-0596 Parcel Identification No. 11-2136-003-0170 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED made this a4_14„,-- , 2015, by JPMorgan Chase Bank (NA), a National Association, and having its place of business at 3415 Vision Drive, Columbus, Ohio 43219, hereinafter called the "Grantor", to JCAS Fund Corp, a Florida corporation whose post office address is: 5600 SW 135 Ave Suite 109, Miami, FL 33183, hereinafter called the "Grantee". WITNESSETH: That Grantor, for and in consideration of the sum of S10.00 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, by these presents does grant, bargain, sell unto Grantee, all that certain land situate in Miami -Dade County, Florida, to wit: See Exhibit A attached hereto and made a part hereof. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. SUBJECT to the matters set forth on Exhibit B attached hereto and made a part hereof (collectively, the "Permitted Exceptions"), provided this shall not serve to reimpose any of the same. GRANTOR WILL WARRANT and forever defend the right and title to the above- described real property unto the Grantee against the claims of all person, claiming by, through or under Grantor, subject to the Permitted Exceptions. (Wherever -.used herein the terms "Grantor" and "Grantee" included all the parties to this instrument, and the heirs, legal representatives and assigns of individuals. and the successors and assigns of corporation_) DB1/67148262.3 NRT DEED https://www2.miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=MwKnucJT... 12/1 /2015 Miami -Dade Official Records - Print Document Page 2 of 4 CFN: 20150714809 BOOK 29846 PAGE 2557 IN WITNESS WHEREOF, the Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of: . (Witness Signature) Signature) Print Name: Chauncia E Anderson OCT 12 2015 OCT 12 2015 gnature Print Name: Rebecca J Bingham STATE OF Ohio ) ss: COUNTY OF Franklin ) JPMorgan Chase Bank (NA), a National Associ�� By: Its: OCT 122015 SIce Paeecicen$lu 824 AL 'e; i- .�.. Vit.....= 4%5STP Via`* The foregoing instrument was acknowledged before me this ( day of 0d -0,3 -GC, 20 (5 , by Sedat Kahveciogiu the Vice President of JPMorgan Chase Bank (NA), a National Association, on behalf of said corporation. She/He: 'X is personally known to me or — has produced as identification. My commission expires 12.1(012 O DB1167148262.3 NOTARY " PUBLIC: Sign: (�-y5C. Print: shtoy L Bond (Af be Notarial Stamp or Seal) ASHLEY L. BOND * Notary Public, State of Ohio My Commission Expires 12/102018 NRT DEED https://www2. miami-dadeclerk. com/officialrecords/PrintDocument.aspx?QS=MwKnucJT... 12/1/2015 Miami -Dade Official Records - Print Document Page 3 of 4 CFN: 20150714809 BOOK 29846 PAGE 2558 EX,IIIDIT A LEGAL DESCRIPTION LOT 17, BLOCK 219, OF MIAMI SHORES EXTENSION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, AT PAGE 40, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. Property Address: 175 NW 109ni ST, MIAMI SHORES, FL 33168 DB1/67148262.3 NRT DEED https://www2.miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=MwKnucJT... 12/1/2015 Miami -Dade Official Records - Print Document Page 4 of 4 . CFN: 20150714809 BOOK 29846 PAGE 2559 EXHIBIT B PERMITTED ENCUMBRANCES 1. The lien of taxes and assessments for the current year and subsequent years; 2. Matters that would be shown by an accurate survey and inspection of the property; 3. All covenants, restrictions, conditions, easements, reservations, rights-of-way, and other matters of record, to the extent valid, subsisting and enforceable; 4. Zoning requirements, statutes, rules, orders, restrictions, regulations and ordinances of governmental agencies or their instrumentalities relating to the property, the buildings located thereon, their construction and uses, in force on the date hereof (if any such exist); and 5. Any licenses, permits, authorizations or similar items (if any) in connection with the conduct of any activity upon the property. DBI/67148262.3 t2k," NRT DEED https://www2.miami-dadeclerk.com/officialrecords/PrintDocument.aspx?QS=MwKnucJT... 12/ 1 /2015 Detail by Entity Name FLORIDA DEPARTMENT OF STATE DIVISION OF CORPORATIONS Page 1 of 2 Detail by Entity Name Florida Profit Corporation JCAS FUND CORP Filing Information Document Number FEI/EIN Number Date Filed Effective Date State Status Principal Address 5600 SW 135TH AVENUE STE 109 MIAMI, FL 33183 Mailing Address 5600 SW 135TH AVENUE STE 109 MIAMI, FL 33183 Registered Agent Name & Address MULTI -BUSINESS CENTER CORP 8051 W 24TH AVE STE 8 HIALEAH, FL 33016 Officer/Director Detail Name & Address P15000047871 NONE 05/29/2015 05/29/2015 FL ACTIVE Title P ANNICCHIARICO, JUAN C 5600 SW 135TH AVE STE 109 MIAMI, FL 33183 Annual Reports No Annual Reports Filed Document Images http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 12/1 /2015 Detail by Entity Name Page 2 of 2 1 05/29/2015 -- Domestic Profit View image in PDF format Conyriaht and Privacy Policies State of Fonda, Department of State http://search.sunbiz.org/Inquiry/Corporation Search/SearchResultDetail?inquirytype=Entity... 12/ 1 /2015 MIAMI SHORES PLANNING AND ZONING BOARD Planning and Zoning Department Staff Report Hearing Date May 26, 2016 Meeting Time 7:00 P.M. File Number PZ -04-16-201640 Folio Number 11-2136-003-0170 Owner JCAS Fund Corp Applicant Same Agent Eric Certain Property Address 175 NW 109th St Legal Description MIAMI SHORES EXT PB 43-40 LOT 17 BLK 219 LOT SIZE 104.900 X 121 OR 14622-1233 THRU 1238 0690 4 COC 23046-2669 01 2005 6 Assessor's Building Value N/A Property Sq. Ft. 12,692 Building Sq. Ft. 1,648 Flood Zone X Zoning R14.5 Future Land Use Designation Single Family Residential Existing Use One -family dwelling Comprehensive Plan Consistency Yes Existing Structure 1 story; 2 bed/1 bath Year Built 1938 Subject Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. Garage conversion. Action Required Approve, Approve with Conditions, or Deny the Application Other Required Approvals Village Building Permits MDDRER/EPRD Staff Report David A. Dacquisto, Director, Planning and Zoning Report Date May 5, 2016 Background The applicant purchased a residence with an illegal garage conversion. The applicant is proposing to legalize the garage conversion and to convert the 260 sf garage to a kitchen. The property is an interior plot. The kitchen will be accessed from the dining room. An exterior door opens from the proposed kitchen to the rear yard. Analysis The existing driveway at the rear of the residence will provide 2 parking spaces. The applicant to cut the driveway back 5 ft. to provide a landscape strip between the residence and driveway. The conversion is compatible with the 1930's residence. The design is compatible with the neighborhood and community. The proposal is consistent with the technical provisions of the Zoning Code except as noted. Recommendation In acting on a site plan, the Planning Board must make a finding that the proposed improvements comply with the regulations and are harmonious with the community, as required in Articles IV, V and VI of Appendix A Zoning, Sec. 400 and Sec. 600, of the Code of Ordinances, and, in that regard, may add further conditions or delete or modify staff recommended conditions, deny the application, or continue the item for future consideration. Planning and Zoning staff recommends APPROVAL of the site plan to convert an existing 260 sf garage to a kitchen, based on the foregoing analysis with a finding that it is consistent with the technical provisions of the Code except as noted and subject to the following conditions. Should the board find that the applicant merits approval, staff recommends that the following conditions apply: 1) Approval is granted as shown on the plans submitted and made a part of this approval to convert an existing 260 sf attached carport at the rear of the residence to a kitchen. 2) The applicant to maintain 2 legal parking spaces on the plot. 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies before beginning work. 5) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti - tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 6) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 7) Applicant to meet all applicable code provisions at the time of permitting. 8) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 9) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Page 2 of 2 040_PZ-04-16-201640_J CAS_Fu nd_Co rp Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RC -12-15-2997 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 6114/2016 Expiration: 12!1112016 Parcel Number Applicant 175 NW 109 Street Miami Shores, FL 33168-4316 1121360030170 Block: Lot: JCAS FUND CORP Owner Information Address Phone Cell JCAS FUND CORP 5600 SW 135 Street FL (786)444-2945 Contractor(s) LY CONSTRUCTION INC Phone (786)234-0922 Cell Phone Valuation: $ 50,620.00 Total Sq Feet: 1400 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: REPLACE Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : INTERIOR DOORS, BAT Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Owners Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Miscellaneous Fee Miscellaneous Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $30.60 $50.00 $22.78 $22.78 $10.20 $200.00 $200.00 $1,518.60 $80.00 $160.00 $33.00 $40.80 $2,868.76 Pay Date Invoice # 01/27/2016 12/01/2015 01/06/2016 06/14/2016 Bond #: 3111 Pay Type RC -12-15-57911 Credit Card Check* 1018 Check #: 1845 Cash Amt Paid $ 200.00 $ 360.00 $ 200.00 Amt Due $ 2,668.76 $ 2,308.76 $ 2,108.76 $ 2,108.76 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Building Review Building Review Building Review Building Review Electrical Review Electrical Review Electrical Review Electrical Review Building Review Structural Review Structural Review Mechanical Review Mechanical Review Mechanical Review Plumbing Review Plumbing Review Plumbing Review Planning Review Planning Review Planning Review Planning June 14, 2016 / Applicant / Contractor / Agent Bu' • ing Department Copy Date June 14, 2016 2 � 7 �� � k.. .' �r`-•.... I �Ne•� .. _. � -fib J ,� t� Id'"� •�r'��• � ., rY'�1�'� ,• , '1 r;S5� t 1 t. �1 .i• t ,j r. ri y t } i�.(' • N"1) i r ,1t I �( 7 •. } �' }'�G." fid. LI! L .f -r• '1 31.E •r 1. Kms.". , tti vy.�, r 1 tf �- M -2C 4ti . ; � i ° iy'l S(�' ��Tyrt. T.;'r �. I'�L,�, , j4rr.'�`TY� ,•'1 w �tgp'.1h • "bp.'.�. . .11�.a""lil.>L.^ �••:4f6'G'r .�R r- .-its7r�•ifn` ' 'q.•r`-lit„ . .v, �c'�x S' • e.• _• 1 r� 'f :i`k , n •�� �� .� i. Certificate of Cornpletion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -12-15-2997 JCAS FUND CORP Subdivision/Project Construction Type Square Footage Description of Work Location NONE V - B INTERIOR ALTERATION Contractor Date Issued Occupancy Load Occupancy Type Applicable Code LY CONSTRUCTION INC December 23, 2016 2014 FLORIDA BUILDING 5TH 175 NW 109 ST Miami Shores FL 33138 Building Officials Approval / Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax (305)756-8972 POST ON SITE Permit NO. RC -12-15-2997 Permit Type: Residential Construction Work Classification: Alteration Issue Date: 6/14/2016 Expires: 12/11/2016 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1121360030170 Owner's Name: Job Address: 175 NW 109 Street 4 Miami Shores. FL 33168-4316 Bond Number: Contractor(s) LY CONSTRUCTION INC Owner's Phone: (786)444-2945 ital Square Feet: Tip! Job Valuation: Phone Prltna (786)234-0922 Yes, #/z_J 14t M / 1 11.e_ ,Y,Wei3ONVIVNVIMOVOKalg WED: MDAROUGH FRIDAY, 8:OOAM - 7:OOPM. 9&AT{J Y 8:OOAM - 6:OOPM. ' ND RK IS ALLOWED ON SUNDAY OR HOLIDAYS. 1400 $ 50,620.00 BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. ,fit. /v�i r'1746 09_10.4.R,�R ct..3J cLL.4. A-0 Le kt. c4i g_0( 4140 A/166 NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL DATE INSP Foundation bJ •Mop ZONING COMMENTS Stemwall Slab Columns (1st Lift) ELECTRICAL INSPECTION Columns (2nd Lift) INSP Temporary Pole Tie Beam 30 Day Temporary6 Truss/Rafters Pool Bonding Roof Sheathing ,64 Pool Deck Bonding Bucks Pool Wet Niche Windows/Doors Underground Interior Framing / y Footer Ground Insulation 'Al W u% Ceiling Grid Wall Rough Drywall L Firewall Roug %C3%L Wire Lath i ' Telephone Rough` Pool Steel Telephone Final Pool Deck TV Rough Final Pool TV Final Final Fence Cable Rough Screen Enclosure Cable Final Driveway Intercom Rough Driveway Base Intercom Final Tin Cap Alarm Rough Roof in Progress Alarm Final in Progress Fire Alarm Rough Final Roof Fire Alarm Final Shutters Attachment �� Service Work With FINAL ELECTRICAL COMMENTS Final Shutters . Rails and Guardrails ADA com • liance FINAL DOCUMENTS ,i, _ 111Mni Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS Zoning Final 1 1 ZONING COMMENTS ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary6 Pool Bonding ,64 Pool Deck Bonding Pool Wet Niche Underground , Footer Ground Slab Wall Rough Ceiling Ro Roug %C3%L AS;c i ' Telephone Rough` Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final �� Service Work With FINAL ELECTRICAL COMMENTS z' INSPECTION Final Sprinkler Final Alarm INSPECTION DATE Rough INSP 2nd Rough Tbp Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS MECHANICAL INSPECTION Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum DATE INSP MECHANICAL C • M ' NTS KNEZEVICH ASSOCIATES CONSULTING ENGINEERS 2590 SW 105 Terrace Davie, Florida 33324 (954) 821.6933 kquti,ok EVALUATION REPORT KA Job No.: 11-129 Date: December 20, 2011 FBC Evaluation Report No.: FL15084.1 Code: Florida Building Code, 2010 Product Category: Shutters Product Sub -Category: Storm Panel Product Name: 0.050" Aluminum Storm Panel Manufacturer: Cat 5 Hurricane Products LLC 1. PURPOSE OF EVALUATION REPORT This is an Evaluation Report issued by Knezevich Associates and V. John Knezevich, P.E. (System ID No. 9329) to CAT 5 HURRICANE PRODUCTS, LLC, based on Rule Chapter No. 9B-72.070, Method 1(d) product Approval, Florida Building Commission, Department of Community Affairs. This 0.050" Aluminum Storm Panel system has been evaluated and found to be in compliance with the Code and that these products are, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. • • Page 1 of 3 • • • • • •• • • • • • • • • • •••• •• • • • • • • ••••• •• •• •• • • • • • • ••• •• ••• • • •• • • • • • • • • •• • • • • • • •• • •••• • • • • • • P.•E. ki >t?1pi st Censc•N 0983 F�oilda A&:'279 KNEZEVICH ASSOCIATES CONSULTING ENGINEERS 2590 SW 105 Terrace Davie, Florida 33324 (954) 821.6933 EVALUATION REPORT 2. SUBSTANTIATING DATA 2.1 PRODUCT EVALUATION DOCUMENT CAT 5 HURRICANE PRODUCTS, LLC., 0.050" Aluminum Storm Panel, Drawing No. 11-129, with no revisions, dated December 20, 2011, Sheets 1 through 7, prepared by Knezevich Associates (KA), signed, dated and sealed by V. John Knezevich, P.E. is an integral part of this Evaluation Report. 2.2 TEST REPORTS Test report for Uniform Static Air Pressure in accordance with PA 202, and test report for Large Missile Impact and Cyclic Testing in accordance with PA 201 and PA 203 were prepared by Construction Testing Corporation (CTC), Miami, Florida. Confirmation of previous test results (TAS 201, 202 and 203) were successfully performed at CTC on September 22, 23 and 24, 2008. Tensile Capacity of aluminum alloy extrusions was determined with Webster Gauge Model B. 2.3 STRUCTURAL ENGINEERING CALCULATIONS KA prepared rational and comparative analyses of aluminum storm panel shutter performance and anchor calculations. From these analyses, a maximum shutter span vs. design load schedule was prepared for 0.050" Aluminum Storm Panel. Anchor spacing vs. design Toad schedule was also prepared, indicating maximum anchor spacing for given span conditions at specific design loads for each type of anchor. No increase in allowable stress has been used in the design of this product. • • • .• • • • • • IMPACT RESISTANCE This storm panel shutter system satisfactorily passed the large missile impacttM;g in accordance with PA 201. This storm panel shutter system satisfactorily passafthd fatigAe.'.' load testing in accordance with PA 203. • • • • • This storm panel shutter system may be used to protect glazed openings from wiriforne .... debris, when installed in accordance with the limitations indicated in the referenced drawlrigS. 4. WIND LOAD RESISTANCE This storm panel shutter system has been designed and tested in accordance with PA 202 to resist wind pressures as indicated by the span schedule (Table 1), page 7 of 7 of the referenced drawing. Page 2 of 3 KNEZEVICH ASSOCIATES CONSULTING ENGINEERS 2590 SW 105 Terrace Davie, Florida 33324 (954) 821.6933 EVALUATION REPORT 5. ANCHORS The maximum anchor spacing, minimum edge distance & minimum embedment for each type of anchor, shutter span and design wind load is found in the Anchor Schedule of the referenced drawing. 6. INSTALLATION This storm panel shutter system is to be installed in accordance with the typical details, general notes, schedules and material specifications found in the referenced drawing. 7. MATERIAL SPECIFICATIONS See General Notes of the reference drawing, unless otherwise noted, for material specifications. All dimensions of components are indicated in the referenced drawings. Anchor specifications including acceptable substrate, minimum embedment, edge distance and manufacturer are indicated in the referenced drawing. 8. LIMITATIONS AND CONDITIONS OF USE • This product is suitable for installation in the High Velocity Hurricane Zone (HVHZ). • This product may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions site specific design shall be performed by KA pr o ur deleg•�erted.• • • • • engineer. •• • • •• • • These products must be installed in accordance with the Minimum Stdr'M•Panel Sep/ration •••• •• • from Glass Schedule (Table 2), page 7 of 7 of the referenced drawing!••••• • •••••• Page 3 of 3 •• • • • • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • KNEZEVICH ASSOCIATES CONSULTING ENGINEERS V. JOHN KNEZEVICH, P.E. December 21, 2011 To Whom it May Concern: This letter serves to document the following in accordance with Florida DCA Rule 9B-72: 1. V. John Knezevich, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 2. V. John Knezevich, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Please contact our office with any questions. Very truly yours, KNEZEVICH ASSOCIATES • r * • •~-c0 = V. John Knezevich, P.E. President Florida License No. 10983 Florida COA No. 27989 December 21, 2011 • • • • • •• • •• • • • • • • •••• •• • • • • • • •••• • •• •• • • • • • • •• •• •• • • • • • • • • • • • • • • • •• • •••• • • • • ••• 2590 SW 105th Terrace • Davie, Florida 33324 • 954.821.6933 • Fax: 954.452.7960 • VJK@Knezevich.com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l 1 t0 TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL 10. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: CAT 5 HURRICANE PRODUCTS, LLC BRADENTON, FL TAS 201, 202 & 203 9 LB. LARGE MISSILE FBC APPROVED 11. STORM PANELS SHALL BE 3004-H32 OR H34 OR EQUAL ALUMINUM ALLOY, WITH THE FOLLOWING MINIMUM THICKNESS AND MECHANICAL PROPERTIES: NOMINAL 0.050" MINIMUM Fy = 25.0 K.S.I. 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 13. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 14. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 15. TOP & BOTTOM DETAILS SHOWN MAY HANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. (3 Q Y NOT BE USED FOR HORIZONTAL MOUNTING CONDITIONS. 16. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM, IF THE MOUNTING DETAIL CALLS FOR BOLTS TO HOLD THE PANELS TOGETHER AT OVERLAPS. THIS WARNING NOTE IS TO ADVISE THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWINGS. 17. IF PANEL OVERLAPS OPENING BY 1.5 TIMES THE GAP BETWEEN WALL AND PANEL NO SIDE CLOSURES ARE REQUIRED. WIN.060" TYP. .120" @ DECORATIVE C -TRACK 12 SCALE : HALF SIZE .375" .750" 1/4-20 STUD x 3/4" LONG @ 12" 0.C. 1125' TYP. @C -TRACK @STUDDED STRAP (SLIDER) 13 SCALE : HALF SIZE 14 SCALE : HALF SIZE 0 °°) 12.00" COVERAGE 14.25" @ STORM PANEL 1 SCALE: 3" = 1'-0" ® PRE -STUCCO TRACK SCALE : HALF SIZE 1.00" MIN. 3.00" MAX. .198"W, .500" .125" led .145" .387" k .280" vl @ FINISH TRACK SCALE : HALF SIZE 1 0 BUILD -OUT F -TRACK SCALE : HALF SIZE WINDOW .080" .375" .865" (ZAMAC 3 ALLOY) 11 WASHERED WINGNUT Vt/SCALE : HALF SIZE .250" 250" .050" 1/4-20 S.S. BOLT & BOLT & WINGNUT @ 24" 0.C. (TYP.) 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" 6063-T6 ALUM. ANGLE MAX. ® CORNER CLOSURE DETAIL B SCALE: 1-1/2" = 1' - 0" 1" OVERLAP EXISTING BAY WINDOW GAP ©© ®HALF STORM PANEL 2 SCALE: 3" =1'-0" # .125" 1.00" MIN. 5.00" MAX. ® ANGLE SCALE: 3" = 1'-0" WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) TYPICAL SECTIONS N ®"h" HEADER 3 SCALE: 3" = 1'-0" 1/420 STUD x3/4"@12"0.C. .125" TYP. 2.00" J, OSTUD ANGLE SCALE: 3" = 1'-0" • PLAN VIEW O X E OVERLAP = 1.5 x GAP 1/4-20 5.S. BOLT & BOLT & WINGNUT @ 24" 0.C. (TYP.) 20 GAGE GALV. STEEL BENT PLATE OR 2"x2" x .125" 6063-T6 ALUM. ANGLE MAX. 1" OVERLAP ®CORNER CLOSURE DETAIL C SCALE: 1-1/2" =1' - 0" ALUM. ANGLE CLOSURE PIECE 1" x2"x0.125" MIN. TO 2" x 5" x 0.125" MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE BUILD -OUT MOUNT CLOSURE DETAIL D SCALE: 1-1/2" = 1' - 0" i 0 ®"U" HEADER 4 SCALE: 3" = 1'-0" 377" -.314" .660" .093 TYP. O"F" TRACK SCALE: 3" = l'-0" .990" Copyright 0 2011 VJKnezevich & Associates, LLC d/b/a Knezevich Associates .$ • r� •• • • •L• rl ••iitr rl •• r, •• • •• •• • • /• • /• .625"o .520" .313"0-/ • ` MAY BE AT TOP & BOTTOM FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) _ _ • ,•4 ••• •4 •.e • I a3 o • ▪ y L • • • • • ..aa'1 'i •: .% NGnbzevfgh - R Lkense . J7 O c '. 4;4 v�p� ' el."... 1brED .,..�t+'1020/2011 rIAS a C:\_MiDi_Projects\MiDisparate_CAD\V3Knezevich\CAD2011\CatS_Hurricane\11-129\RO-sub\11-129-01.dwg, 12/21/2011 7:34:42 AM, 11 x 17, 1:1, www.MiDisparate.com drawing no. 11-129 sheet 1 of 7 • • • • • • • • • • • 1/4" MAX. -7' FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 3" MAX. STING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. 1/4" ALUM. ANGLE CLOSURE PIECE 1' x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. ()TRAP MOUNT CLOSURE DETAIL ()TRAP = 1' - 0" MAX. STING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1/4" MAX. THREADED PENETR ISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. ()WALL MOUNT CLOSURE DETAIL F SCALE: 1-1/2" = - 0" 1-1/2" 1-1/2" 2" x 5" x 1/8" x CONT. ALUM. -- ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT PLATE EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE •. • it i11 SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 Li? XISTING GLAZING \ \1 \moLU • #10 x 3/4" TEK SCREW @ 6" 0.C. BETWEEN TRUSSES EMB. 00 0 5411 THREE 1/4"e WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 1-3/4" THREADED PENETRATION 'INTO WOOD MEMBER 000 ROOF TRUSS OR FRAMING MEMBER i1 STING STUCCO FINISH OR PLYWOOD SOFFIT SEE STORM PANEL DUSTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" —1/4" MAX. 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ®WALL MOUNT SECTION G SCALE: 3" = 1' - 0" EMB. C1 CONNECTION TYPE 'I REFERENCE ANCHOR —'I'— SCHEDULE FOR MAX. \\ \', SPACING EXISTING CONCRETE, 1\��,h \ 1/4" HOLLOW CON CRETE BLOCK OR MAX. WOOD FRAMING. SEE I(.E1._._\ ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING '"' f l GLAZING SPAN SCHEDULE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ® CEILING / PRE -STUCCO TRACK SCALE: 3" = 1' - 0" II SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w UJ a CO GC oW W LU UJ 1414 z¢ EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ()"F" TRACK/DIRECT MOUNT SECTION K SCALE: 3" = 1' - 0" 1/4" MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #10 x 3/4" TEK SCREW @ 6" 0.C. OR 1/4-20 MACHINE BOLT WITH LOCK NUT@6"0.C. TOP & BOTTOM) 1/4" MAX. SPAN SCHEDULE - TABLE 1) EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ® BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" \'' EDGE \ DIST. E NG CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ` �y"*';t,--C3 CONNECTION TYPE �1 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 ----DUSTING GLAZING 1/4" MAX. 4 CONNECTION TYPE ` REFERENCE ANCHOR `. \ SCHEDULE FOR MAX. SPACING /CEILING / FLOOR MOUNT SECTION /SCALE: 3" = 1' - 0" C:\_MiDi_Projects\MiDisparate_CAD\VJKnezevich\CAD2011\Cat5_Hurricane\11-129\RO-sub\11-129-02.dwg, 12/21/2011 7:34:36 AM, 11 x 17, 1:1, www.MIDisparate.com • • • • • •• • •••••• • •••••. •••• • • •••• •••••• • • •• •• •••••• • • • • • • . • • • •• • 1'o 0 uM2 g Ln oa o r 0 oa m p CO 0 0. W 0 ar gg z= 00 mat Q0 oil ka Qz O oz ON W Z � a 1-z zz, a 0 x 'tii r i U wcg z� •r • c� �•,9 •M•I•Ll ' J 4 •p • 411 • In •4 or ++ a. •O• • 401 T •• • 7.3 v � �Vc,v ani O Vi N • ••• • .•1 •.t .y L • ••••• • •st,• • •• • • • • • • • • .' R License draning no. 11-129 sheet 2 of 7 DETAIL M ("PASS THRU" SEC.) ANCHOR SCHEDULE 1/4"e TAPCON 1-3/4EMBEDMENT CONC. MA/ ON W/ MIN./ BLOCK 1/4"e WOOD SCREW W/ MINIMUM MINIMUM 1-3/4" PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD 12" 4" 12" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1/4"e THRU BOLTS W/ LOCK NUT @12"0.C. 1/4" R FASTENER SIZE, TYPE, SPACING AND EMBEDMENT, SEE ANCHOR SCHEDULE ABOVE THIS DETAIL STING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O"PASS THRU"' SECTION M SCALE: 3" = 1'-0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EMB. STING CONCRETE, HOLLOW CONCRETE BLCXJ( OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 w Ce LU LU C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE QFINISH TRACK / PRE -STUCCO TRACK Q SCALE: 3" =1' - 0" W CO W L) 1/1 ADJACENT PANEL SEE MIN. STORM — / LAST PANEL INSTALLED FROM INTERIOR 1/4-20 x 1" STAINLESS STEEL SIDEWALK BOLT OR TRUSS HEAD BOLT THRU 1/2"e HOLE WITH PM NUT & WASHERED WINGNUT @ 12" 0.C. (LAST PANEL TO ADJACENT PANEL CONNECTION) PANEL SEP. FROM GLASS TABLE 2 EXISTING CONCRETE (MIN. 3,000 P.S.I.) 1/4-20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT @ 12" O.C. (CONNECTS CONT. 2" x 2" x 1/8" STUDDED ANGLE TO ADJACENT PANEL) CONT. 2" x 2" x 1/8" STUDDED ANGLE MBED. USE 1/4"e POWERS CALK -IN " 1" "` "`3 3" MIN. .., , ANCHOR @ 6" 0.C. CENTERED i.k r ON PANEL WITH 3" MIN. EDGE EDGE IST. DISTANCE AND 7/8" EMBED. INTO EXISTING CONCRETE (MAX. PANEL HEIGHT = 8' - 0" AND MAIL DESIGN LOAD = ±62 P.S.F.) QOPTIONAL INTERIOR FASTENING DETAIL N SCALE: 3" =1'-0" EXISTING GLAZING 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1' SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 LU w w EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING QASSEMBLY - INSIDE CLOSURE SCALE: 3" =1' - 0" • —1/4" MAX. w J w a EXISTING GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 — PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 5" LONG HANDLE RIVETED TO PANEL DETAIL P NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. REFERENCE DETAILS G, L OR R FOR TOP AND BOTTOM MOUNTING CONDITIONS. WALL BEYOND 2-1/2" x 1-1/4" WIDE NOTCHES (TYP. BOTH SIDES) FLOOR OR WA FINISH TRACK 2" x 2" x 1/8" STUDDED ANGLE (SEE SECTION G, OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. rN v ETAILS =T&V L L, fe ui " 0 0 z W 0 NG CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE STORM PANEL 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT /-)C-TRACK / 3/4" STRAP ASSEMBLY - INSIDE MOUNT ` /SCALE: 3" = 1' - 0" C:LMiDi_Projects\MiDisparate_CAD\VJKnezevich\CAD2011\Cats_Hurricane\11-129\R0-sub\11-129-03.dwg, 12/21/2011 7:34:29 AM, 11 x 17, 1:1, www.MiDisparate.com TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL #7 FOR 1/4-20 NC THREAD /16" I.D. AND 1/2" O.D. x 3" MINIMUM NYLON/16 BUSHING OR 1/4-20 NUT (GALVANIZED) OC -TRACK / 3/4" STRAP ASSEMBLY (BLOW UP) T SCALE: HALF SIZE TO LOCI( STRAP IN PLACE USE A THUMB SCREW 0R A TRUSS HEAD BOLT TAP DRILL #7 FOR 1/4-20 NC THREAD 7 /16" I.D. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4-20 NUT (GALVANIZED) STORM PANEL OC -TRACK / 3/4" STRAP ASSEMBLY (BLOW UP) _ SCALE: HALF SIZE • • • • • •• • •••••. • •••S.. •••• • • •••••• • • •• •• •••••• • • • • . • • • • • •• • 0 Copyright 0 2011 VJKnezevich & Associates, LLC d/b/a Knezevich Associates J Z d crewing no. 11-129 sheet 3 of 7 • • • • • • 1 ANCHOR SCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD MIN. 1" EDGE DISTANCE MIN. 2-1/2" EDGE DISTANCE ANCHOR TYPE &MINIMUM CONCRETE REQUIREMENTS (W) P.S.F. MAX. SPANS UP TO 4-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) SPANS UP TO 9-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) CONNECTION (SEE C2 (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE Q NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 12 12 52.0 12 12 12 12 j 12 12 8 8 _// 12 12 6 6 /7' 12 12 12 12 7 12 12 12 12 /.// 12 12 11 9 9 / / 12 12 64.0 12 12 12 11 // 12 12 7 6j. 6 12 9 5 .+• i 12 12 12 12 % 12 12 11 10 // 12 9 9 8 j' 1/4"e ELCO ULTRACON WITH 72.0 12 12 10 10 // 12 11 6 5 ' . 12 9 5 f,%/ 12 12 12 12 // 12 12 10 9 12 9 9 8 j 1-3/4" MIN. EMBEDMENT 92.0 12 12 8 7 // 12 9 5 5 % 12 9 5 ,� 5 /// 12 12 12 11 / 12 9 9 8 1% 12 9 9 8 12 11 (MIN- 2,700 P5 -L CONCRETE) 200.0 12 9 5 5 /: 12 9 5 5 4 12 9 5 5 7 12 9 9 8 12 9 9 8 /4 12 9 9 8 // 9 5 O' / // / 12 1217/1/ 3 / %p 5OPAIrd 9 5Vf,V / G=0.42 MAX 200 0 52.0 * 52.0 ,//i /� /�7 � % / : I%/ 12 12 12 12 ; 12 12 12 12 �� 12 12 10 9 f` * 1 8 64.0 /' / 1//./ ��✓�jif/ 9 � 1 �/�✓� � � 12 12 12 12 � 12 12 11 10 �. 12 11 9 6 6 6 /*"PANELMATE" 6 /y . & 1/4-20 MACHINE WITH NUT G=0.54 MAX. 92.0 , / i � 9 8 200.0 12 9 6 6 / 12 9 6 6 ,3 12 8 6 1/4"e ELCO MALE/FEMALE "PANELMATE" 4" MIN. 72.0 /"�1// , l/ A / / / J y 12 12 12 12 12 12 9 9 j 12 11 9 8 /°' WITH 1-3 EMBEDSCRETN& 1X-20 �ACHINE 92.0 / /// � 1 / /; , , � ' / / r // 12 12 12 12 / 12 11 9 8 12 11 9 8 (MIN.3,350PS.LCONCRETE) 200.0 -/..,/ / f �� �.r' ,f // �'/ 7 7l7/ 12 11 9 8 ,�" 12 11 9 8 '/ 12 11 9 8 rt 52.0 �/ / / 7/,/,0,/,- 12 12 12 12F 12 _ ,/%/ A7 12 12 12 1 12 12 12 12 64.0 / / ' /r'; / / „AA/A '' A/r/' ` /I 12 12 12 12 12 12 12 12 f 12 12 12 11 1/4"e ELCO CRETE FLEX SS4 WITH 72.0 / / //' r]' / / / r / f moi/ i 12 12 12 12 / 12 12 12 12 // ,� 12 12 12 11 / / / 1-3/4" MIN. EMBEDMENT / 92.0 / , '- / // � �I/���/ / / / ` ����4, //�/�:� % /� /' 12 12 12 12 / � 12 12 12 11 %/ 12 12 12 11 (MIN. 3,350 PS.L CONCRETE) 200.0 / // / /V /. 4 % %1,,/,'„, /4/ / 12 12 12 11 j/ 12 12 12 11 ✓/ 12 12 12 11 %, ANCHOR MAXIMUM FASTENER SCHEDULE SPACING (INCHES) REQUIRED FOR CONCRETE FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 1-1/8" EDGE DISTANCE MIN. 2-5/8" EDGE DISTANCE ANCHOR TYPE &MINIMUM CONCRETE REQUIREMENTS (W) P.S.F. MAX- SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) (SEE NOTE 1) CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 I C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CONNECTION C5 C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 52.0 12 12 10 10 / 12 12 6 6"/ 1/.////. 12 12 5 4 / ' 12 12 12 12 '/' 12 12 8 7 /, 12 12 6 6 `/, 64.0 i/' //, 12 12 8 8 12 12 5 4 12 7 4 4 !� 1Z 12 11 10 / 12 12 6 6 12 7 5 5 i/ 3/16"e ITW TAPCON 72.0 12 12 7 7 ,f 12 9 4 4 12 7 4 4 »/ 12 12 10 9 // 12 9 5 5 / f� 12 7 5 WITH 1-3/4" MIN. EMBEDMENT 92.0 12 12 6 5/ 12 7 4 4 j j 12 7 4 4 V 12 12 7 7 12 7 5 5 '%/ 12 7 5 5// (MIN. 3,192 PSS CONCRETE) 200.0 12 7 4 4/ 12 7 4 4 (%: 12 7 4 4,/ 12 7 5 5 0 12 7 5 5 // 12 7 5 5 32 MAXIMUM FASTENER ANCHOR SCHEDULE FOR CONCRETE SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 1-1/4" EDGE DISTANCE MIN. 3" EDGE DISTANCE ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS (W) P.S.F. MAX. SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO B' S' (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 52.0 12 12 8 7 / . 11 11 5 4 i/' 9 7 3 3 12 12 12 12 0 , 12 12 8 7 /'» 11 9 6 5 OF .' 64.0 12 12 6 6 9 8 9 3 ✓,// 7 4 3 3 12 12 11 10 12 10 6 6 I,7 9 5 5 4 1/4°e POWERS ZAMAC NAIL -IN 72.0 12 12 6 5 f 8 5 3 3' // 7 4 3 3'. 12 12 10 9 ';f 10 6 6 5 '/ 9 5 5 4/ WITH 1-1/8" MIN. EMBEDMENT 92.0 11 11 4 4/ 7 4 3 3/ 7 4 3 3 ,/ 12 12 7 7 / 9 5 5 4 , ' 9 5 5 4 '// /; MIN (. 3,000 PSS CONCRETE) 200.0 7 4 3 3 ,/217 4 3 3 7 4 3 3/ 9 5 5 4 j/! 9 5 5 4/ 9 5 5 4 ANCHOR SCHEDULE FOR WOOD MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10. -8" (SEE NOTE 1) Cl CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 C5 Cl CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 C5 C1 CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 I C5 E- 1/4"0 SHEAR 52.0 12 12 12 12 //12 12 10 9 /7 12 12 8 7 I4, l�������4A WOOD LAG WITH 1-27/32" MIN. THREAD PENETRATION PARALLEL OR PERP. TO WOOD GRAIN G=0.55 MAX. 64.0 12 12 12 12 / 12 12 8 8 '/ 12 12 6 6 // 72.0 12 12 12 12 / / 12 12 7 7 12 12 6 // 6 92.0 12 12 9 9 / / 12 12 6 6 12 12 6 6 200.0 12 12 6 6 f' 12 12 6 6 "/ 12 12 6 6 i�� 52.0 12 12 12 12 / 12 12 7 7 1S 12 12 5 5 j �` � 1/4"o MIN. SHEAR ��` 4 4 WOOD LAG WITH 1-1/2" THREAD PENETRATION PARALLEL OR PERP. TO WOOD GRAIN G=0.55 MAX. 64.0 12 12 10 9 12 12 6 IVO 12 11 5 4 72.0 12 12 9 8 12 12 5 5 / 12 11 5 4 ' / 92.0 12 12 7 6 //' 12 11 5 4 /12 11 5 200.0 52.0 12 12 11 12 5 7 4 6 6 ;' 12 12 11 12 5 4 4 ,.^ 4 /7 12 11 11 9 5 3 4 / 3 /4 #10G 1-11/32" PARALLEL TO MIIIIIIIIIIIIIIIIIIIIIIIIIIIU► WOOD SCREW WITH MIN. PENETRATION SHEAR 64.0 12 12 5 © � 11 10 3 3 9 5 7 . 72.0 12 12 5 4 ,/, 10 6 3 r / 9 5 O' / OR PERPENDICULAR WOOD GRAIN 92.0 12 1217/1/ 3 / 9 5OPAIrd 9 5Vf,V / G=0.42 MAX 200 0 52.0 9 12 5 12 12 12 /, 9 12 5 12 10 En 9 12 5 12 7 %moi f EMBEDMENT SCREW gmErccoaccoau>. 1 64.0 12 12 12 12 12 12 8 12 9 6 1/4"e ELCO MALE/FEMALE WITH 1-7/8" MIN. 72.0 12 12 12 11 /; 12 12 11 9 7 6IUMPI 6 /, ��//// 12 12 9 9 6 6 6 /*"PANELMATE" 6 /y . & 1/4-20 MACHINE WITH NUT G=0.54 MAX. 92.0 12 12 9 8 200.0 12 9 6 6 / 12 9 6 6 ,3 12 9 6 6 3, • ANCHOR NOTES: 1. SEE ANCHOR NOTES ON PAGE 5 OF 7. MIN. 2x ANCHOR DIAMETER MAX. 1/2 ANCHOR SPAQNG OR 4" WHICHEVER IS SMALLER SPAQNG PER SPAQNG PER ANCHOR SCHEDULE ANCHOR SCHEDULE ALUMINUM ANCHOR FROII EXTRUSION SCHED., TYP. C:\_MiDi_Projects\MiDisparate_CAD\VJKnezevich\CAD2011\Cat5_Hurricane\11-129\RO-sub\11-129-04.dwg, 12/21/2011 7:34:17 AM, 11 x 17, 1:1, www.MiDisparate.com •• • • •••• Can N 'r: N VM c' oa wN - CA in Cn AC)..(-) p: F ou � IF! N. GF",, o.5 ,), 'J ,f-0 Ovl N D N NFA Wo 3 rn Z N 15 o o.1 W a U) ' Z _2 a z0 Q. o X cc cdON a� F- o c • • OV•H Cl••• •• +�-�.•• ••• '• M'I" •• ,r 4 W ••••• 0 Copyright 0 2011 VJKnezevich & Associates, LLC d/b/a Knezevich Associates •1.17 • • q i, •••••. •�• •• •• ' • • • • • • • • 1 • • 0000 • • 1 !s • • • g • •• • i •••r • u °Vf P i >, a •"1• II J. e. .. .`.�G �1-. R license ;:,4 JF'83 • •:,:":"A S l vtri 3•ScRbTEO "A•' .11"1ftt;'1//20/2011 • • • • • drawing no. 11-129 sheet 4 of 7 ANCHOR SCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. M• (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5-0" (SEE NOTE 1) SPANS UP TO B'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 *x1111111111 l 1/4"z ALL ANCHOR & 1/4-20 MACHINE (MIN. 1/4"0 ELCO ULTRACON WITH 1-1/4" MIN. EMBEDMENT 52.0 12 12 12 12 / 12 12 12 11 1� / 12 12 10 9 /� j 12 12 12 12 . / 12 12 12 12 2/ 7 12 12 12 11 64.0 ({� ww 64.0 12 12 12 12 6 12 12 10 9 1 /F 12 8 8 7 � 12 12 12 12 ,/' 12 12 12 12 �/ 12 11 11 10 i// POINTS SOLID SET WITH 7/8" EMBEDMENT STAINLESS STEEL SCREW 3,000 P.S.L CONCRETE) 72.0 12 12 12 12 3 12 11 9 8 12 8 8 7 `F/ 12 12 12 12 j 12 12 12 10 f / F/ l7 12 12 12 11 11 11 11 11 11 10 10 10 j / 92.0 12 12 12 11 / 12 12 8 8 8 8 7 7 X/ f / 12 12 8 8 8 8 7 7 ////, // / 12 12 12 11 12 11 12 10 2712 // 12 11 11 11 11 10 10 200.0 12 8 8 7 3 ANCHOR SCHEDULE FOR HOLLOW CONCRETE BLOCK MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS (MIN. 2,899PS.L CONCRETE) ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX (SEE NOTE 1) MIN. 1" EDGE DISTANCE MIN. 2-1/2" EDGE DISTANCE SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) CONNECTION C) (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C) (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 1/4"0 ELCO ULTRACON WITH 1-1/4" MIN. EMBEDMENT 52.0 12 12 9 8 '/i 9 9 5 4 2' 7 6 4 3 / 12 12 12 10 ,/ 9 9 7 6 i/2,7 6 5 5 //)' 64.0 12 12 7 6 7 6 4 3 :/ 6 3 3 3 / 12 12 10 8 //' 7 6 6 5/ 6 3 4 4 7/, 72.0 11 11 6 5 , 6 4 3 3/ 6 3 3 3 11 11 9 7 // 6 4 5 4 , 6 3 4 4 K/// 92.0 9 9 5 4/ 6 3 3 3/ 6 3 3 3'/ 9 9 7 6 6 3 4 4 7/ 6 3 4 4 7 200.0 6 3 3 3 1/2 6 3 3 3 7/, 6 3 3 3 / 6 12 12 12 12 11 3 12 12 12 12 6 4 12 12 11 9 6 4 12 11 10 8 (/ 5 (// /% /- 27 %. /• / 6 12 12 12 11 11 3 12 11 7 6 6 4 9 7 7 6 6 4 8 7 6 5 5 1,i %' /�, d/ // j/ /' 6 12 11 11 11 11 3 10 6 6 6 6 4 7 6 6 6 6 4 6 5 5 5 5 �f - 7/ 52.0 12 12 6 6 z " 10 10 4 3 1/' B 6 3 ,. / Aqq--yy--\ V > 64.0 12 12 5 5 8 7 3 3 (/ 7 3 ; -• / e- . 1/4"0 ELCO CRETE FIB(SS4 WITH 1-1/4" MIN. EMBEDMENT 72.0 12 12 4 4 ,' 7 5 �i 7 3 // /// ',/?; 92.0 10 10 3 3 r. 7 3.-!/�/ L/ % 7 3 j 200.0 7 3 / /Z:- '� 7 3 X., �,� �' I 7 3 ,//.'/A,7,,_,_/ ANCHOR MAXIMUM FASTENER SCHEDULE FOR HOLLOW CONCRETE SPACING (INCHES) REQUIRED FOR VARIOUS BLOCK DESIGN LOADS AND SPANS ANCHOR CONCRETE TYPE & MINIMUM REQUIREMENTS LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 1-1/8" EDGE DISTANCE MIN. 2-5/8" EDGE DISTANCE SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 13'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 j C5 52.0 8 8 5 4 / 5 5 3 /// ///4 3 / ,2'/j 9 9 7 6 // 5 4 3 / 4 3 3 ///, 64.0 7 7 4 3 4 3 .' // / 3 / // 7 7 5 9/ 4 3 3 3 //" 3/16"a ITW TAPCON WITH 1-14'/ MIN. EMBEDMENT / 72.0 6 6 3 3 3 /�/ /�,/�' 3/// 6 5 6 5 5 3 4 3 3 3 j // 3 /, , % / 30/:////2Y 3 i /�` 92.0 4 4 ////�!/, 3 �'�/��• �;� 3 �/ // 200.0 3 r� % .l �/ 3 ///,';1i/% 3 -�/'/2 / 3 ��// // �. 3 /7//2i 3 �` ANCHOR NOTES: 1. SPANS AND WADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. AN EFFECTIVE WIND AREA OF 10 SQ. FT. SHALL BE USED FOR DETERMINING WIND LOADS FOR ANCHORS. 3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 4. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISH OR STUCCO. 8. WHERE EXISTING STRUCTURE I5 POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 X 4 (MIN.) WOOD STUD, 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. SEE ANCHOR SCHEDULE FOR ACCEPTABLE DENSITY OF WOOD STUDS. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11. 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 HEAD (SIDEWALK BOLT), U.O.N. 12.; �, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 14. THE ALL POINTS SOLID SET AND POWERS CALK -IN ANCHORS MAY NOT BE USED IN CONCRETE CEIINGS OR FLOORS, EXCEPT THAT THESE ANCHORS MAY BE USED IN CONCRETE SLABS, ON GRADE. MIN. 2x ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING OR 4" WHICHEVER IS SMALLER SPACING PER ANCHOR SCHEDULE / SPACING PER ANCHOR SCHEDULE ALUMINUM j EXTRUSION :• ANCHOR FROM • • o- f ZJ w2 SJ J u .Z ..W O V T. _ y U ZO N S' Q Oz . LH ow _rn OwN5 r.iIA 81 o U WO 4 W 3T Z to8 * y f�i, d r U u may SU�oo i w� O h N d :52(.7 __,2.,_,,,a, II- N �F r ¢^ 3 *� zo r ei �w ^ T u U §Z . V oN 0 a z a i ---a - Vz c• d 2 Q O 'dW�� aH O • cn �a aC�C g ��wv • wz •Z•••c0' lQC�^ • • K8 • H C OO a'� v • 1 • •..1 i4N ▪ Af-••• Q• ��FG IS• •r , x • Oc4 •6, �i • , • • •Trrot I g ••• E 1 u O v g .5 i L • SCHED.,TYP. •••• 000000 • • •• •• C:\_MiDi_Projects\MiDisparate_CAD\V3Knezevich\CAD2011\Cats_Hurricane\11-129\RO-sub\11-129-05.dwg, 12/21/2011 7:35:02 AM, 11 x 17, 1:1, www.MiDispaidle.com •••••• • • • • • • • • • • •• • • • • ••••• • • .0 ,‘•‘. i ,`,' t e NCE . t RLiceise .x•81.0 Profegr3 d s��tr r c�.nn 1 • ^, 4.Pftlr aI • 'PINED •� !,. ...„r{" 1'1/2D/2D11 • • • • • • • • drawing no. 11-129 sheet 5 of 7 ANCHOR SCHEDULE FOR HOLLOW CONCRETE BLOCK MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. Ma (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO S-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) CONNECTION Cl (SEE I C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 IC5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CONNECTION C5 C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 52.0 %F '4//d //`.�, A/ A 12 12 12 11 12 12 7 7 `s 11 9 6 5 * 64.0 % I, /// , // 12 12 10 9 /, 11 10 6 ©r 9 5 5 4 * 1 1/4"e ELCO MALE/FEMALE EMBEDMENTATE" 1/4- 10 MACHINE MIN. & 1/4 20 SCREW WITH NUT/ 72.0 ',// ,F Ar//i 12 12 9 8 © 10 6 5 ®M 9 5 5"PANELM / 92 0 / / / / / / Aar an 12 12 7 9 5 5 9 5 5 14 `■ 200.0 52.0 .` /// 12 12 /j 12 1 12 V. ; -, / 12 / / 12 8 / / 8 f / ® 6 s1 6✓' / 9 12 5 12 5 12 4 12 j 9 12 5 12 5 12 4 10 , 9 f 12 f 5 12 5 9 4 8 �/` / 111111111 64.0 12 12 11 11 1 , 12 12 7 6 �� 5 5 12 12 12 12 12 12 9 8 12 7 8 7 //" 1/4"z ALL POINTS SOLID SET ANCHOR WITH 7w EMBEDMENT & 1/4-20 STAINLESS STEEL MACHINE SCREW 72.0 12 12 10 9 /2/ 12 9 6 5 12 7 5 5 ` 12 12 12 12 %/ 12 10 8 7 ',7 12 7 8 7 / 92.0 12 12 8 7 / 12 7 5 5 / 12 7 5 5 , 12 12 11 10 12 7 8 7 j,% 12 7 8 7 / 200.0 12 7 5 5 12 7 5 5 �' 12 " 7 5 5 12 7 8 7 12 7 8 7 12 7 8 7 j MAXIMUM ANCHOR FASTENER SCHEDULE SPACING FOR HOLLOW (INCHES) REQUIRED FOR VARIOUS CONCRETE DESIGN BLOCK LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 1-114" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8'-5" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE Q NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 52.0 12 12 9 8 �. ' 11 11 5 4 9 7 4 3 12 12 12 12 12 12 8 7 / 11 9 6 6 2/ 64.0 12 12 7 6 / 9 8 4 3 7 4 3 3 At 12 12 11 10 11 10 7 6 9 5 5 5 , Q ` 1/4"e POWERS ZAMAC NAIL -IN,.., WITH 1-1/8" MIN. EMBEDMENT 72.0 12 12 6 5 1 8 5 3 3 // 7 4 3 3 .. 12 12 10 9 ✓% 10 6 6 5 / 9 5 5 5 92.0 10 10 5 4 7 4 3 3 i/,,j` 7 4 3 3 12 12 8 7 // 9 5 5 5/ 9 5 5 200.0 7 4 3 3 2' 7 4 3 3 % 7 4 3 3 9 5 5 5 jj 9 5 5 5/ 5 5 5 ANCHOR NOTES: 1. SEE ANCHOR NOTES ON PAGE 5 OF 7. MIN. 2x ANCHOR DIAMETER iMAX.1/2 ANCHOR SPAQNG OR 4" WHICHEVER IS SMALLER SPAQNG PER ANCHOR SCHEDULE SPAQNG PER ANCHOR SCHEDULE ALUMINUM j EXTRUSION ANCHOR FROM SCHED., TYP. C:\_MiDi_Projects\MiDisparate_CAD\V3Knezevich\CAD2011\Cat5_Hurricane\11-129\RO-sub\11-129-06.dwg, 12/21/2011 7:34:56 AM, 11 x 17, 1:1, www.MiDisparate.com • • • • • •• • •••• • • •••• •••••• • • •• •• 00 o S cJ V15 0 U UJ CO U�'' 0o v'v u O h N NZ a N C7 0,n w 3 E-, Q zN . 3 0 Z c Q N .U-� Fw ... we o.A g; - V LIJ a I— (r)N Z a a z0 0- z cd N N mol •�O•.. iFb V m -n� Z •U.. •C ••. N uw •::...72)::::: �/u - )73: \ cc71 P • • •• 0 r` W1 b1 C O El IP • • • • • • • •• • • • • •• • •• • 1S 44. c* k. r. i Y Profem• En%'. R Liceise • • • • • • • •• •• • • • • a r. rA • • • G 116TED ,,:+' 1Y/2`0/2011 drahIng n 11-129 sheet 6 of 7 TABLE 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MINIMUM SEPARATION FOR ALL INSTALLATIONS LESS THAN 30'-0" ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR ALL INSTALLATIONS GREATER THAN 30'-0" ABOVE GRADE (INCHES) 40.0 5'-0" 3" 1-1/8" 8.-8" 3" 2" 9'-0" 3" 2-1/8" 10'-8" 3" 3" 50.0 5'-0" 3" 1-3/8" 7-6" 3" 1-3/4" 8'-8" 3" 2-1/4" 10'-3" 3-5/8" 3-5/8" 60.0 5-0" 3" 1-1/4" 7-6" 3" 1-7/8" 8'-8" 3" 2-1/2" 9'-6" 3-3/8" 3-3/8" 70.0 5'-0" 3" 1-1/4" 6'-0" 3" 1-1/2" 7.6" 3" 2" 8'-11" 3-1/4" 3-1/4" 80.0 5'-0" 3" 1-1/4" 7'-6" 3" 2-1/8" 8'-3" 3" 2-5/8" 90.0 5'-0" 3" 1-1/4" 6'-0" 3" 1-1/2" 7-4" 3" 2-1/8" 100.0 5'-0" 3" 1-3/8" 6-0" 3" 1-5/8" 6'-7" 3" 1-7/8" 120.0 5.-0" 3" 1-3/8" 5'-6" 3" 1-1/2" TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD AT PANEL LENGTH GREATER THAN OR EQUAL TO STORM PANEL SPAN REQUIRED AND READ SEPARATION FROM GLASS IN COLUMN 1 OR 2. 3. FOR DIRECT MOUNTING CONDITIONS, THE ANCHOR SCHEDULE MUST BE CHECKED TO ENSURE THAT THE ANCHOR SPACING IS EQUAL TO OR GREATER THAN 6" FOR 1/2 PANELS AND 6"-12" FOR FULL WIDTH PANELS. TABLE 1 MAX" ALLOWABLE STORM PANEL SPAN SCHEDULE IGN DLOAD SPAN (P.S.F.) (FT - IN) 40.0 10'-8" 45.0 10'-0" 50.0 10'-3" 55.0 9'-10" 60.0 9'-6" 65.0 9'-3" 70.0 8'-11" 75.0 8'-8" 80.0 8'-3" 85.0 7'-9" 90.0 7'-4" 95.0 6'-11" 100.0 6-7" 105.0 6-3" 110.0 6'-0" 115.0 5'-8" 120.0 5'-6" 125.0 5'-3" 130.0 5'-1" 135.0 4'-10" 140.0 4'-8" 145.0 4'-6" 150.0 4'-4" 155.0 4'-3" 160.0 4'-1" 165.0 4'-0" 170.0 3'-10" 175.0 3'-9" 180.0 3'-8" 185.0 3'-6" 190.0 3'-5" 195.0 3'-4" 200.0 3'-3" C:\_MiDi_Projects\MiDisparate_CAD\V3Knezevich\CAD2011\Cats_Hurricane\11-129\R0-sub\11-129-07.dwg, 12/21/2011 7:34:50 AM, 11 x 17, 1:1, www.MiDisparate.com S� ,-"W oa CIO N E.3.„---1'2 1 Z0 e' > s a o� v . O. wN o O Lu , ani "Q > g6 V1 ai .E Q 'i a* s 0 Y= 00 N M y z M �oS 3 G il UasN odopUvl"�iHONc`Zdo�w3> N¢z ,,vi 3 N a= w N 3 0 ES j5 f -- H C ww I-< 3 U 86U V o� w a 1� Z za � d o G co.' cC oct�N • 0 • •• • • 7I�Ae •_O �A131LT- �� ••OaQ•~=•• wr- ••_ • x • ; •••• •••• ' • un • •P• c� • • •_Q 0 N U a •••••• • • • • • • • • • • •• • • • • ••�: • •a 0 9� iE L 4' • • T ' FL Lice -se � �i:.:p� -fY ''' C".•,:'?/i..1. JllrTm .6 «11%20/2011 dr"."ig m 11-129 sheet7of7