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BP-05-1368Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756-8972 Inspection Date: 09/03/2008 Inspector: Grande, Claudio Owner: ARENAS, JORGE Job Address: 623 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1132060171870 Lot: Phone: (305)300 -3103 Building Department Comments ADD TW STORY ADDITION 2 BEDROOMS AND 3 BATHROOMS , ,• mP 042O Passed Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, September 2, 2008 Page 2 of 2 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. 5P05— E 5) Master Permit No. Permit Type (circle): (uildin Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) . ■-2... C mas -N, Ac-- 1\SPho e # `o ) . Owner's Address Co Z? �`� ' City l`ti\° - State 1---. Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) G 2.3 •e City Miami Shores Village County Miami -Dade Zip •3 <3(Z) Is Building Historically Designated YES NO Contractor's Company Name N.. S GC��S� C�ttc Phone # �` 5) 300 s� � et. Contractor's Address City State Zip Qualifies O2.Q State Certificate or Registration No.CV -, CS \ Certificate of Competency No. Architect/Engineer's Name (if applicable) '\ �\.W Q)V--A, Phone # $ Value of Work For this Permit Type of Work: Describe Work: 1:1 \11 5' (.330 Square Footage Of Work: Addition ❑Alteration�,�� ❑New ❑ Repair/Replace ❑ Demolition Submittal Fee $ • Permit Fee $ 250 �—�- CCF $ 46 -00 coicc. ) • 00 Notary $ 6 .4301 Training/Education Fee $ 15 --CO Technology Fee $ 5 G , a Scanning $ (00, Radon $ 9 CI Cr Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 50 • CDC—) • 'O ► " tt(Db • *4 Total Fee Now Due $ 2 i • Z-4 (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 i issued In he a ence 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 ,20by , day of ,20�by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Chc 45/13/O3 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 APPLICATION FBC 2004 Permit Type (circle): Roofing Permit No. Master Permit No. Owner's Name ;:ie' Titleholder) O ` Wl L & 1 �'v N P� °c phone # 6 3O '/\03 Owner's Address � ((9 72' IN V CC ST City H,' S ► kJ State Zip 3307r Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip .V FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name P\ c" CDo.YS� -.C7°J Phone 41..._'/C5 ) aoc) B Contractor's Address c92-') owcv "in- 6A- City State Zip Qualifier Name Phone # State Certificate or Registra ' ', G Certificate of Competency No o) 4-1 s<r- Architect/Engineer's Value of Work Fiir Type of Wo Descri Phone # ❑Alteration Square / Linear Footage Of Work: ['New ❑ Repair/Replace Demolition * * **** * ** * ** *** ** ****** * *** * * **** ** Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ Permit Fee $ Training/Education Fee uu Radon $ 'I�ffR ** s* *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ X�tf i irechn��' CO /CC Fee $ Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side -. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's `Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I 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: ***** *** *******+x****** ** ** * ***** * *** ** ** ** ** * *:x*** ********* * ****** ** * * *** ******* * **** ***** ** *** ***a:****** APPLICATION APPROVED BY: (Revised 07/10/07) 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 APPLICATI FBC 2001 Permit No. S OS —' ) 21 c Master Permit No. \ 3 6 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1,-)1■2.,. E fs,, c Phone # (":05) 3kO 3 - Owner's Address 23 tJ c `Z ��- City W E Q -- . State F' C_ Zip -23^3`'37s" Tenant/Lessee Name Phone # X2`3 Job Address (where the work is being done) q- . �-7. �� City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Zip Contractor's Company Name Q mists co Phone # Contractor's Address 6 23 .3 e a °--t .S`N' City t-k' Sk-V) 1 - 2 State L Zip 3 Sag Qualifier State Certificate or Registration No. C-`,C.. O fl \ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permits Square Footage Of Work: Type of Work: Addition ['Alteration [New ❑ Repair/Replace ❑ Demolition E Describe Work: ia5 s. Pte€ (- (es.) -� /v kJ-0 < .q 1 C�.c 0 *,� * * ** *,�* * ** * ** * * * * * * ** Fees* *, * * * * * * * * * * * * * ** * * ** *,�* ,�,� Submittal Fee $ Permit Fee $ -L[Q 0S"'" CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 4t • ...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." 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 a• nce 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 fore o' instrument was ac owledged before e this 1C4 day of , 20 by , day of 200 br Q- who is personally known to me or who has produced who is personally . o to me o As identification and who did take an oath. entification and who did take an oath. NOTARY PUBLIC: NOTARY PUB Sign: Sign: Print: Print: My Commission Expires: i�_ �,``,aa��..t.��`� 1�1abel Vargas My Co ssion Exp r,6,,�,� Atlantk Bonding Co., inc. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * *. * * ** * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: l l y 1 Chc 05/13/03 Plans Examiner Engineer Zoning MIAMI•DADE COUNTY c12 '71 ?SM gg" F` R J 1• 6 -^ p BUILDING CODE COMPLIANCE OFFICE (BCCO) :a Y: PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 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. RIDA ING S!; ` T, `: 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miami = de.Pov/buildingcode • • DESCRIPTION: Series "Coastal-240" Aluminum Single Hung Window — L.M.I. : • • • • • • • APPROVAL DOCUMENT: Drawing No. 05 -TRA -0003, titled "Coastal -240 Single HungAJ+indow I•argls• • Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Cowlting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10 /08/200743• Flank L :Bgna rdo, • P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of AtCtptance ntunliet and expiration date by th ami -Dade County Product Control Division. MISSILE IMPA G: Large and Small Missile Impact Resistant • • •• • • • • • •• •• •••• • LABELING: a permanent label with the manufacturer's name or loge, city,•state • • • following sta -Dade County Product Control Approved ", unless otherwise Ctotesl herein. • • • • RENEW a ' t = shall be considered after a renewal application has been filed anct her has begin+ change in a, + : building code negatively affecting the performance of this product. TE ' t Abt this NOA will occur after the expiration date or if there has been a revision or change in the - :. • . 7,11 or manufacture of the product or process. Misuse of this NOA as an endorsement of any ° b , ' - s, advertising or any other purposes shall automatically terminate this NOA. Failure to comply 4,s'0 I of this NOA shall be cause for termination and removal of NOA. I ' V ;EMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by e + + on date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall • ■ its entirety. INSP CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA # 05- 0930.03 and consists of this page 1 and evidence pages E-1 and E -2 as well as the approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 Page 1 • •• • • • • • • • • • TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. O5-TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23 /2000, signed and • • sealed by William R. Mehner, P.E. • • • • • • •••• (Submitted under NOA# 05- 0930.03) " • " • • 2. Test reports on 1) Air Infiltration Test, PA 202 -94 • • 2) Uniform Static Air Pressure Test, Loading PA 211294 .. . 3) Water Resistance Test, PA 202 -94 •••• • • • • • 4) Large Missile Impact Test, PA 201 -94 • • • • • • • 5) Cyclic Wind Pressure Loading, PA 203 -94 • • ••• 6) Forced Entry Resistance, PA 202 -94 • • • • along with marked-up drawings and installation diagram of an aluminum siligle. • • hung window, prepared by Fenestration Testing Laboratory, Inc. ,wasReporb �To;• FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. • • • (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon, P.E. Chief, Product Control Divison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex lIIG Clear or colored Inter layer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09/02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOA# 05- 0930.03) G. OTHER 1. Notice of Acceptance No. 05- 0930.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal- 240" Aluminum Single Hung Window • • • • Impact Resistant, approved on 03/23/2006 and expiring on 03/17/2008. • • • • • • • • • • •• • •• • • • • • •• • E -2 • • • •••• •• • • • • • • •••• • •• • •• • • • • • •• •• •••• • • • • • • • • • • • •••• • • • • •••• • • • • •• • •• • • • • • Jaime D. Gascon, P.E. Chief, Product Control Davison NOA No 06- 1121.14 Expiration Date: March 17, 2013 Approval Date: November 22, 2007 6 1/4" MAX. AT HEAD/SILL CORNERS COASTAL -240 SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 47 7/8' D.LO. (FIX. LITE) 9" MAX. AT HEAD /SILL 5/16° my 1 .7, 1 c r MAX AT JAMBS • 6' MAX AT JAMB CORNERS 9° MAX. AT HEAD /SDI 47 1/8" D.LO. (VENT) 50 1/4" VENT WIDTH 531/4* MAX. WINDOW WIDTH TYPICAL ELEVATION 1/8' ANN. GLASS .090 INTERIMS. SAFLEX RIB 1/8" ANN. GLASS SILICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RG57700) 5" MAX (TYP AT MTG RAIL) HEAD /SILL ANCHORS: JAMB ANCHORS: 6y" MAX FROM CORNERS AND BALANCE c 9° MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION. SEE JAMB ANCHOR SCHEDULE FOR NUMBER OF ANCHORS AT MEETING RAIL LOCATION SEE JAMB ANCHOR SCHED FOR NO. OF ANCHORS PER JAMB 834 MAX AT JAMB CORNERS L ANCHOR LOCATIONS TYPICAL BOTH SIDES 1/8' ANN. GLASS .090 INTERLAYER SAFLEX PJB WINDOW DIMS. WIDTH HEIGHT NUM OF ANCHORS 00 0)aaaa 19 1/8" 26 1/2" 37" 53 1/8" 26° 4 2 4 2 4 2 4 2 191/8" 26 1/2" 37" 531/8" 38 -3/8° 2 6 2 6 2 8 3 19 1/8" 26 1/2" 37" 53 1/8" 50 -5/8' 8 2 B 8 7 2 2 3 19 118" 26 I/2" 37" 53 1/0" 57" 8 2 8 2 8 2 9 19 1/8" 26 1/2" 37" 53 1/4" 63 B 2 8 2 6 2 10 4 19 1/8" 26 1/2" 37" 53 1/4" 74 -1/4" 10 2 10 2 10 2 10 4 C) 'TOTAL' INDICATES TOTAL NUMBER OF ANCHORS AT EACH JAMB (INCLUDES 'MTG RAIL' ANCHORS). 8' MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. "MTG RAIL" INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) 1/8' ANN. GLASS SILICONE DOW CORNING 1199 OR GWRU 1S *L. • SIL�ONE (GE RG&T70j) • • • • •• • • • • ••• •• Q I L • • • • • 5/16" OVERALL LAM. ANN. GLASS 5/16° OVERALL LAM. ANN..p..�; • • LAMINATED BY 'GUARDIAN' LAMINATED BY TEM GLAZING OPTIONS • • • • • • • • • • MAX DESIGN PRESSURE +62 / -62 PSF GENERAL NOTES: FRANK L BERNARDO, P.E..N- 8 910046549 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCISY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -98. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORTS 40713.01 -99 BY AMERICAN TEST LAB (ATL), 42363 BY FENESTRATION TESTING LABORATORY (FM) AND 47188 -06 BY FARABAUGH ENGINEERING &TESTING, INC (FE). MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADS COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. PANELS GLAZED WITH 5 /16" LAMINATED GLASS (BY 'GUARDIAN' OR 'TEMPGLASS) ARE LARGE MIgS1I F IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTURER'S SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL EXCLUDES STUCCO OR WALL DRESSING. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. LARGE MI•gTL F IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED TYPICAL ANCHORS: 1. ANCHORS SHAD. BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MA EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G -0.55 OR GREA SPECIFIC GRAVITY), GROUT-FILLED BLOCK (MIN 1500 psI COMPRESSIVE STRENGTH FOR GROUT) OR CONCRETE (MIN 3000 f_ . 4. SE. EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE CjM0IEENTTI��M((UM OF 2 -1/2" EDGE DISTANCE FOR ALL/.2ANCHORS INTO GROUT - FILLET) BLOCK (MIN 1500 IN• CaCIRDPTXONS FOR INSTALLATION ATION ARE AS FOLLOWS: EDGE DISTANCE FOR ALL WOOD ANCHORS. We0 BUCK OR WOOD STRUCTURE OR 1/4' TAPCONS IT OR • WT -1/2' MINIMUM EMBEDMENT. TO CONC (MIN 3000 PSI) OR GROUT -l-ILLU BLOCK (MIN 1500 PSI) (DIRECTLY OR THRU Ix OR 2x WOOD BUCK) 1/4" TAPCO (ITW R ELCO) WITH 1 -3/4' MINIMUM • • = EMBED TO NC (MIN 3000 PSI) OR GROUT -FILLED .•. SEALAIJTS: • • FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. • a� P ODUCT REVISED as complying with Ibe Florida BuEdcg Code Acceptance • BY Dion A m a Lq • gi Ea d d d 05 TRA -0003 PAGE 8CALL:. DERCRPRON: ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• • • 1 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DISTANCE WOOD BUCKS (BY OTHERS), MUST SUSTAIN ALL LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 701116 BUILDING STRUCTURE. r r1/4' MAX. Oj SHIM WINDOW HEIGHT D.L OPG. VENT HEIGHT TYPICAL ELEV. ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPUER/REMARXS 1 050 -00 -572 1 FRAME HEAD 6063 46 - 2 050-00 -308 1 FRAME SILL 6053 -T6 - 3 050-00-586 2 FRAME JAMB 6063 -T5 - 4 051 - 00-571 1 VENT TOP 6063 -T6 - 5 051-00-548 1 VENT BOTTOM 6063 -15 - 6 050-00 -570 2 VENT SIDE 6063 -T6 7 051- 00-573 1 FIXED MEETING RAIL 6063 -T6 - 8 050 - 00-569 4/ UTE GLASS STOP 6063 46 - 9 012 -00 -835 AS REQD. FRAME ASSEMBLY SCREW #8 X 1' PHPH SMS 10 012 - 00-835 AS REQD. VENT ASSEMBLY SCREW #8 X 1' PHPH SMS 11 046 -00 -098 AS REQD. WSTRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X .190 12 046-16 -102 12 SETTING BLOCK .10' X .30' X 1-5/8' LONG 5' FROM ENDS & AT MIDSPAN 13 - AS REQD. GLAZING COMPOUND SILICONE DOW 1199 14 007-10-016 2 SWEEP LOCK (AT 6-3/4' FROM ENDS) ZINC CAST MARBOLLO INT. 15 046-16-030 2 BLOCK AND TACIO.E BALANCE WINDOW COMPONENTS (5/8' BOX) 16 050- 00-718 1 SNAP LATCH 3' LONG W/ SPRING 6063 -15 AT MID WIDTH 17 046 - 00-010 AS REQD. BULB VINYL WIBORG 18 - - - - - 19 - - - - - 20 047 - 00-015 AS READ. FIN SEAL. PILE AMESBURY 180X150 OR EQUIV. 21 012-00 -130 4 MTG. RAIL ASSEMBLY SCREW #10 X 1' PHPH SMS 22 05- 0127 -10 05- 0128 -16 AS READ. GLAZING COMPOUND TWO -PART GE STRUCTURAL SILICONE SILICONE GE 5597700 1BY OR 2BY WOOD suck • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • •• • • • • •• r- TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. SHIM ®IAM85 VENT WIDTH D.L OPG. •• TYPICAL ANCHORS • • • 18Y01018Y• SEE ELEV. FOR SPACING • • WOOD OINK SCREEN OPT. I D.L OPG. ••• • t • • • • • • • • • • • • • • • • • • • • • • • • WINDOW WIDTH EXTERIOR 0 P3DUCT P.BVISED ca cum-At/ad with the Florida Cods A�ccdpIwce No Expiration Data By Miami Division • ,IYALEr FRANK L 605505DO, P.E. 6960046549 � N g og AGImAg 0 55 Wa^z 31128 • 1222d 2ddo Y5 05 -TRA -0003 PAGE SCALE: - DESCRIPTION: ••• • • • • ••0 • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •.• • • 1.562 .750 .062 TIP. O� 2.458 O FRAME HEAD .078 2.625 1.062 1.750 1.405 875 2.781 STO O BOTTOM VENT BOTTOM RAIL O FRAME SM. FRAM BOTTOM CORNER •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • •• ••• • • • • • • • • • It • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • VENT TOP CORNER VENT BOTTOM CORNER as Gain: . =. t,4o Florida i3a0cie r,:.o r Ance,,:a*.:rn: ido Expiration Data FRANK L BERNAROO, P.E., 5P00046545 z US � a? o� Z W Z ff U O khgl gmiv mE Ig ;8 gMg z�ad Rbb wzo z Ellll � 8E 12 0 rid 1 05 -TRA -0003 PAGE 6CALE:. DHBCR N11014: ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Bill To Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 JORGE ARENAS 623 97 Street NE MIAMI SHORES, FL 33138 -2470 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Invoice Number: WS -2 -08 -31114 Invoice Date: February 27, 2008 Permit Number: WS -12 -05 -1219 02/27/2008 Expired Permit Renewal Fee Fee Type Calculated Fee Amount $75.00 Total Fees Due: $75.00 , Payments Date Pay Type Check Number Amount Paid Change 12/14/2005 Credit Card $75.00 $0.00 Total Paid: $75.00 Total Due: $0.00 II Wednesday, February 27, 2008 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Bill To JORGE ARENAS 623 97 Street NE MIAMI SHORES, FL 33138 -2470 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Invoice Number: WS -2 -08 -31114 Invoice Date: February 27, 2008 Permit Number: WS -12 -05 -1219 Fee Type Fee Amount 02/27/2008 Expired Permit Renewal Fee Calculated $75.00 Total Fees Due: $75.00 Payments Date Pay Type Check Number Amount Paid Change 12/14/2005 Credit Card $75.00 $0.00 Total Paid: $75.00 , Total Due: $0.00 1 Wednesday, February 27, 2008 Bill To Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 JORGE ARENAS 623 97 Street NE MIAMI SHORES, FL 33138 -2470 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name Invoice Number: WS -2-08 -31114 Invoice Date: February 27, 2008 Permit Number: WS -12 -05 -1219 02/27/2008 Expired Permit Renewal Fee Fee Type Calculated Fee Amount $75.00 Total Fees Due: $75.00 Payments Date Pay Type Check Number Amount Paid Change 12/14/2005 Credit Card $75.00 $0.00 Total Paid: $75.00 Total Due: $0.001 Wednesday, February 27, 2008 M I A M I•DADE DEC 1 2 ? DADE COUNTY', FLORIDA ETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 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 "SH -800" Aluminum Single Hung Window — Small Missile Impact Resistant APPROVAL DOCUMENT: Drawing No. 4061, sheets 1 through 5, dated 10/04/01, with revision B dated 04/29/02, titled "Mid -Rise Alum. Single Hung Window ", prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Small Missile Impact Resistant 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 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02- 0123.04 Expiration Date: July 3, 2007 Approval Date: July 3, 2002 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4061, sheets 1 through 5, dated 10/04/01, with revision B dated 04/29/02, titled "Mid -Rise Alum. Single Hung Window ", prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Small Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of a series SH -800 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3179, dated September 24, 2001, signed and sealed by Luis A. Figueredo, P.E.. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al- Farooq Corporation, dated 10/16/01, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance, dated January 14, 2002, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated January 14, 2002, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 3179, issued by Fenestration Testing Laboratory, Inc., dated October 2, 2001, signed and sealed by Luis Figueredo, P.E. F. OTHER 1. None. E -1 Manuel Perez, P.E. Product Control Examiner NOA No 02 -0123.04 Expiration Date: July 3, 2007 Approval Date: July 3, 2002 6" MAX. TYP. 13" MAX. MAX. FIXED LITE DAYLIGHT OPENING 49 5/8" ANCHORAGE DIMENSIONS TYPICAL A BOTH JAMBS (SEE NOTE 3) 8 3/8" MAX. 5 1/6' 5 1/8 "f 8 3/8 "4 MAX. 1 13" MAX. TYR 1 6" MAX. TYP. } MAX. FIXED _LITE DAYLIGHT OPENING 34 1/4" MEETING RAIL CENTERLINE X MAX. VENT DAYLIGHT OPENING 48 1/4" MAX. WIDTH 53 1/8" SEE SHEET 2 OF 5 FOR SECTION DETAILS DESIGN PRESSURE RATING (P.S.F.) ANCHORAGE — EITHER GLASS OPTION 1/4" TAPCONS #12 WOOD SCREWS NEG. POS. NEG. POS. —150.0 +82.0 —115.0 +82.0 te - MAX. VENT DAYLIGHT OPENING 34 1/4" MAX. HEIGHT 76" SMALL MISSILE IMPACT SINGLE HUNG WINDOW 1 GLAZING OPTIONS: A. 7/16" LAMINATED GLASS CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER. B. 3/8" LAMINATED GLASS CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS OUTSIDE, AN .090 PVB INTERLAYER AND (1) LITE OF 3/16" TEMPERED GLASS INSIDE. 2. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. ANCHORAGE: SINGLE ROW OF 1/4" TAPCONS AS FOLLOWS AND PER SHEET 5 OF 5. MAX. 6" FROM ALL CORNERS. MAX. SPACING 13" AT FRAME HEAD, SILL & JAMBS. MAX. 4 1/2" & 13 1/2" ON EACH SIDE OF MEETING RAIL CENTERLINE. ANCHORING WITH #12 WOOD SCREWS EMBEDED 1 1/2" AT SAME LOCATIONS LIMITS PRESSURE RATING (SEE TABLE). 4. SHUTTER REQUIREMENT: MIAMI —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED AT INSTALLATIONS BELOW 30 FEET. (NON REQ'D AT INSTALLATIONS ABOVE 30 F. GRADE) 5. NARROW JOINT SEALANT IS USED ON ALL 4 CORNERS OF THE FRAME. 6. REFERENCE TEST REPORT: FTL -3179 1/8" ANNEALED GLASS .090 PVB INTERLAYER — (DUPONT W/ BUTACITE) 3/16" TEMPERED GLASS 1/2" NOM. GLASS BITE 3/8" LAMINATED 3/16" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER (DUPONT W/ BUTACITE) 3/16" HEAT STRENGTHENED GLASS • • • • • •• • •••• • •••• ••• 1/2''• tX41. GLASS* Ef- • • • •• • • • • • •• • • • • 0000 • 00 0000 0000 • • • • • • 0000 • • • •••• • • • •• • • •0• • •• • GLAZING .OPTIONS 7/16" LAMINATED 1 C1 L Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. Revsd By F.K. Drawn By: F.K. Date: 4/29/02 Date: 2/27/02 Date: 10/4/01 Revisions:. CORRECT MR ANCHORS Revisions: ADD DESCRIPT ITEM 38 REF: FTL -3179 • • • • • • • £.., «j'ts'rSttg with the iuidi Cade Date Ja1 3, ZooZ. NOM* Missal Dude Product C Di • on By Description: ELEVATION & GLAZING DETAIL (SM MIS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: MID -RISE ALUM. SINGLE HUNG WINDOW Series/Model: SH -800 Sheet: 1 of 5 NTS Drawing No. 4061 Rev: 8 • • • •• • ••• • INTERIOR SEE NOTES 1 & 2 4 MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT EXTERIOR 11 1/4" TYP. (SEE NOTES 1 & 2) —� INTERIOR MAX. VENT DAYLIGHT OPENING SEE NOTE 4 2.710" • ••• VERTICAL SECTION B —B 28 SEE NOTES 1 & 3 3.446" MAX. VENT DAYLIGHT OPENING MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH EXTERIOR HORIZONTAL SECTION A —A NOTES: 1. ITEM 26, SWEEP LATCH OR ITEM 51, BOTTOM LOCK MAY BE USED. 2. WINDOWS 44" WIDE OR LESS REQUIRE (1) ITEM 26, SWEEP LATCH CENTERED. 3. ITEM 51, OPTIONAL BOTTOM LOCK, WHEN USED REQUIRES (2) 6" FROM EACH END. 4. TWO 5/8" WEEP NOTCHES REQUIRED (ONE AT EACH END OF SILL, SCREEN RETAINER LEG). •• • • • •• • •• •• • • • •• • • • • • • • •• • • • • •• • • • • • • • • • •••• • •••• • 4141•• • • •4141• • ••41 • • • •0 • •• . •• • • •• 0.•• • • • • • ••C • • ••` • ••• •• • • •••S•• • I • 4141. 4141 • • ,% C aZ Robe>r4 L. `Clark. P.E. PE #39712 Structural INDUSTRIES Revsd 8y: Dote: F.K. 4/29/02 Revsd 8y: Dote: F.K. 2/27/02 Drawn By: Date: F. K. 10/4/01 Description: SECTIONS Revisions: NO CHG THIS SHT Revisions: ADD DESCRIPT ITEM 38 REF: FTC-3179 Approved ss complying with de Florida iiuitting Cod Date J , ! NOM Miami Dade Product Di ion By By . 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Titre: MID —RISE ALUM. SINGLE HUNG WINDOW Series /Model: SH -800 Scale: NTS Sheet: 2 of 5 Drawing No. 4061 Rev: B 1.342 '° 2.326 2.784 so- r 2.279 ► .062 NOM. • ► 2. i55 .062 M. n n r lti NOM Ilk 111 .062 NOM. 2.638 1.363 1.707 • F-AN G E FRAME HEAD MAT'L: 6063 —T5 0 FXD. MEETING RAIL 24 SASH TOP RAIL DWG# 4002 MAT'L: 6063HS -T54 MAT'L: 6063HS -T54 DWG# 4054A DWG# 4006C .062 NOM. P 1 28 SASH BOT. RAIL 1.749 -r-- 3.446 MAT'L: 6063 -T5 DWG# 4051A 1.451 1 t 1.349 .r —� NOM. [.490 062 •••• • • • • •• • •• • • • • •••• •••• 0 SASH STOP NOM. 1.165 Tr7 ' • •" "" ' "" ••• • 2.7, MAT'L: 6063 —T5 DWG# 4025 0 .062 NOM. 30 SASH SIDE RAIL •••• "•• .... • ..•. .... MAT'L: 6063 —T5 DWG# 4008 r • • • •••• .... • • '••••' • • • • • ••• • •• •.• • • •• • 1.513 r 2.784 Approved as Fforida complying with the ?Adding Cade Dec �� ZQ� r o # O%�6173, n4 Miac►iDadeProduct tad Di t, , BY .i/ /.. . , .:00_,.- .738 6 FLANGE FRAME JAMB Q FLANGE FRAME SILL NOM. MAT'L: 6063 -T5 MAT'L: 6063 —T5 DWG# 4004 DWG# 4050A 16 SASH STOP COVER l G �" Z bZ" Robert L. Claris. P.E. PE #39712 Revsd By: F.K. Date: 4/29/02 Revisions: NO CHG THIS SHT MAT'L: 6063 —T5 DWG# 4053 Revsd 8y: F.K.. Date: 2/27/02 Revisions: ADD DESCRIPT ITEM 38 Drowrt By: F.K. Oate: 10/4/01 REF: FTL -3179 INDUSTRIES Description: EXTRUSION PROFILES 'ONOKOMSN� a34275vE P.O. BOX 1529 NOKOMIS, FL 34274 Title: MID -RISE ALUM. SINGLE HUNG WINDOW Series /Model: SH -800 Scale:: NTS S Sheet: 3 of 5 Drawing No. 4061 Rev: B Stt u_,tui aI ITEM DWG# MAT'L 1 4002 6063 -T5 2 1155 -1 S. STL PGT# DESCRIPTION 612225 781PQX ITEM DWG# MAT'L PGT# DESCRIPTION Flange Frame Head #8 x 1" S.S. Quad Pn. SMS 52 53 1088 406_3A 6063 -T5 6061 -T6 7SPRNG 64063 3 4050A 6063 -T5 64050 Flange Frame Sill 54 947 41722 4 1062 FIN SEAL 61062G Wstp., .187 x .270 fin seal 55 78X38PPT Bottom Lock Spring Meeting Rail Reinforcement Grommet #10 x 3 /4 "PH PH TEK Screw 5 1155 -1 S. STL 781PQX 18 x 1" S.S. Quad Pn. SMS 56 61062G Wstp., .187 x .270 fin seal 6 4004 6063 -T5 612227 Flange Frame Jamb 9 4029 Caldwell Spiral Balance, 5/8" 10 4029 STL 7BALTBKT Balance Bottom Bracket Clip 11 1080 VINYL 6BALCVR916 Bal. Cover, Rigid Vinyl, 5/8" 12 1167 S. STL 7BX34PPAX #8 x .750 Ph. Pn. SMS S.S. 13 4029 -1 Caldwell Ultra -Lift Balance, .670" 14 S. STL #8 x 1.25 PH. Pn. SMS 15 4025 6063 -T5 612244 Sash Stop 16 4053 6063 -T5 Sash Stop Cover 17 4029 -1 STL Sash Bracket 18 ZINC PL. #8 x 1 PH. PN. SMS 19 1207 PVC 6WCLIP Windload Adapter 20 •••• • • •:21 • •• • 0 0 S. STL 78X38PPTX #8 x .375 Ph. Pn. TEK S.S. ''4b5'A 6C1$31-1V454 64054 Fixed Meeting Rail •.22 23 •"1060 •••• ••.• ••24 1,155 -1 40A6C FIF SE1SL 61060W Wstp.,.187 x .230, fin seal 781PQX #8 x 1" S.S. Quad Pn. SMS 60631,1S9-I54 64006 Sash Top Rail ••. • • ••• ••25 ••4235 IN•CEAL 67S16G Wstp.,.170 x .270 back, fin seal •.26 • ••.. • .;27 a�LYYY '1173 `yl"i€A T 71096 Sweep Latch ZINC' PL. 78588E #8 x 5/8" PH FH SMS '28 4b51A CBE 0000 • • •• ' '29 ••30 31 •:rnti 400$ 64051 Sash Bottom Rail 6TP249 Wstp., Bulb Vinyl 1305 -15 612231 Sash Side Rail ':1235 FIN SEAL 67S16G Wstp.,.170 x .270 back, fin seal 32 1155 -1 S. STL 781PQX #8 x 1" S.S. Quad Pn. SMS 33 1085 CELCON 70344 Sash Top Guide, 9/16" 34 1086 CELCON 42505 Sash Top Guide, 11/16" 35 36 37 1268 NYLON 6/6 42501 Sash Face Guide Glass 3/8 Laminated (1/8A,.090,3/16T) Glass 7/16 Laminated (3/16HS,.090,3/16HS) 38 Dow #899 39 4222 6063 -T5 64222 Glazing Silicone Glazing Bead 7/16 Lami 40 985 6063 -T5 6985 Glazing Bead 7/16 Lami w /Grill Kit 41 988 6063 -T5 6988 Glazing Bead 3/8 Lami 42 987 6063 -T5 6987 Glazing Bead 3/8 Lami W /Grill Kit 43 1224 VINYL TP -247 Vinyl Bulb Weatherstrip "Thick" 44 1622 EPDM 71622K Glass Setting Block 3/32 x 25/64 x 1 45 1014 3105 H14 61011 Screen Frame 46 1013 47 1073 POLYPROPYLENE S. STL 41903 Screen Corner Key 78835M Screen Spring 48 61816 49 1278 BASTOMEN PVC 70409K Screen Cloth Screen Pull 50 1008 51 2740 BASTOMEfRIG PVC 6063 -T6 68535K Screen Spline 62740 Bottom Lock "optional" .050 NOM. 1 -4-1.1 15 .857 .678 i 7/16 LAv1I BEAD W /GRILL KIT MAT'L: 6063 -T5 DWG# 985 NUN- BOTTOM LOCK MAT'L: 6063 -T5 DWG# 2740 .050 NOM. -••- -1.096 --No- .558 I-01-- .019 .050 NOM. 1.096 --`-- .525 H — .678 3/8 LAMI BEAD MAT'L: 6063 -T5 DWG# 988 .725 --►I I-so -- .310 SCREEN FRAME MAT'L: 3105 -H14 DWG# 1014 .678 7/16 LAN I BEAD MAT'L: 6063 -T5 DWG# 4222 1.500 .050 NOM. .750 .125 MEETING RAIL REINFORCEMENT MAT'L: 6061 -T6 DWG# 4063A h-1.096 .678 3/8 _A41 BEAD W /GRILL KIT MAT'L: 6063 -T5 DWG# 987 Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By: F.K. Revsd 9y: F.K. Drawn By F.K. Description: Date: 4/29/02 Date: 2/27/02 Date: 10/4/01 Revisions: NO CHG THIS SHT Revisions: ADO DESCRIPT ITEM 38 REF: FTL -3179 Approved as complying with the Florida R.uiding Code Date :44/y V, Q a Naga bZIo/L3 v411 ,Miami Dade Product Control D'. 'o By B.O.M. & EXTRUSION P ROFLES CON 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: MID -RISE ALUM. SINGLE HUNG WINDOW Series /Mode►: SH -800 Scale: NTS Sheet: 4 of 5 Drawing No. 4061 Rev: 8 • 0040 • ••• • • • ••• •• • •• • ••• • • ••• • • • • • 0 • • 1 • • APPROVED WOOD BUCK • 1 1/4" MIN. 1/4" MAX. SHIM 1/4" TAPCON W/ #12 HD (SEE NOTE 1) •T•YPICAL HEAD SECTION •• ';; &UBST. ATE ANCHORING •• •• 00 •• • • •0•• • •••• • •••0 • • • • • • • • • •• •• • 0000 • • 0000 ':1/4" TAPCON W'•'1 HD •• •• • (SEE•MErTE 1) • •• •• • •• • • •• • • • • • • • • _1/4" MAX. SHIM 1 1/4" MIN. A A TYPICAL SILL SECTION SUBSTRATE ANCHORING APPROVED /� 2x WOOD BUCK 1 1/2" MIN. 1 $ i 1/4" MAX. SHIM #12 SCREW (SEE TYPICAL HEAD SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK #12 SCREW SEE NOTE 2) NOTE 2) 1/4" MAX. SHIM TYPICAL SILL SECTION WOOD ANCHORING 1 1/2" MIN. 1. USE ONLY MIAMI --DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. SEE SHEL 1 S 1 OF 6 FOR PRESSURE LIMITATIONS WHEN ANCHORING WITH #1 2 WOOD SCREWS. 1/4" MAX. SHIM 1 1/2" MIN. '� 11i�111 111 #12 SCREW (SEE NOTE 2) APPROVED 2x WOOD BUCK TYPICAL JAMB SECTION WOOD ANCHORING NOTES: 1/4" MAX. SHIM 1 1/4" MIN. A' OEMEI.11111111M11111.. •; 1/4" TAPCON W/ #12 HD (SEE NOTE 1) APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING be ft L. Clark, P.E. PE #39712 Structural Revsd By: F.K. Revsd By: F K. Drawn By: F.K. Date: Revisions: 4/29/02 CHG NOTE 1 Date: Revisions: 2/27/02 RESCALE 2x BUCKS Date: 10/4/01 REF: FTL -3179 Approval is complying with the Florida Bolding Code Date lki i ? cla r NOM O?)'t o a . 4U Miami Dade Product C D' By 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: ANCHORAGE DETAILS Title: on ' -_t�- MID -RISE ALUM. SINGLE HUNG WINDOW Series/Model: SH -800 Scale: Sheet: NTS 5 of 5 Drawing No. 4061 Rev: B l • • • .• • . • • • •• • • • •••• • • • • • • •••• • • • • • •••• • • • •• •• • • •••• • • •••• • •• • • • • • • • • •••• • •••• • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • P400e Product Approval Schedule for 623 NE 97 st ID NOA Product Press. Openng Press. Rough opening Shutters Mullion Impact Window A 02 -070/02 ( +56.67) (115.74) ( +43.9) ( -47.8) 38 X 51- 518 yes NO NO Window B 02 -0702.02 ( +56.67) (- 123.95) ( +49.40) (- 53.50) 27 -112 X 51- 518 yes NO NO Window C 02 -0702.02 ( +56.67) (- 69.62) ( +47.3) (- 62.10) 54- 118 X 51- 518 yes NO NO Window D 02-0702.02 +56.67 - 135.00 +49.40 -53.50 26-1`2 X_39 -3 8 es NO NO Door 02 05- 0107.01 (100) ( -100) ( +45.40) (- 49.70) 5' x 6' 8" yes NO NO Door 03 05- 0107.01 (100) ( -144) ( +47.30) (- 51.50) 2-6 x 6' 8" yes NO NO irgenVni ia NOV 2 9 2005 B Y: ••• • • • . •• • • •••• • • • ...... • • • • • • • ...... • • • • • • ...... • • • •••• •• •• • • ..... • • ..... •• • • •... • ...... • ...... • • • . • • • • • • • . • • •• • •• • • • • .•• •••• • • ••.. iRD5° r ,s �n� MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable riles regw� lationjoverning 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 FD-650 Aluminum French Door and Sidelites -N.I. APPROVAL DOCUMENT: Drawing No. 8000 -12, titled "Alum. French Door & Sidelites Non - Impact ", sheets 1 through 9 of 9, prepared by the manufacture, dated 12/30/04, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 m ...... n ' ection of this NOA shall be cause for termination and removal of NOA. • • AD fl TISEMMNT►a.The NOA number preceded by the words Miami -Dade County, Florida, and followed by •..... the • la on date ¶nay to displayed in advertising literature. If any portion of the NOA is displayed, then it shall • be done un its entirety. ...... ts,coj of this entire NOA shall be provided to the user by the manufacturer or its distributors • • •. • • and shall be avai1eblf; fur inspection at the job site at the request of the Building Official. This NUA„consisto el this page 1 and evidence page E -1 and E -2, as well as approval document mentioned above. .... • The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO • Po5 -i3C:8 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 i ffettlF1 '-2908 NOV 2 9 n 1 19 IAN/ BY:, .................... • • t • • •I • •••• • NOA No 05- 0107.01 Expiration Date: March 24, 2010 Approval Date: March 24, 2005 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 8000 -12, titled "Alum. French Door & Sidelites, Non- Impact ", sheets 1 through 9 of 9, prepared by the manufacture, dated 12/30/04, signed and sealed by • Lucas A. Turner, 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) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FM-4450, dated 12/14/04, signed and sealed by Edmundo Largaespada, 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) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -4452, dated 12/14/04, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -4451, dated 12/14/04, signed and sealed by Edmundo Largaespada, P. E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E 1300, and structural analysis, prepared by manufacture, dated 12/13/04, signed and sealed by Lucas A. Turner, P.E. • 11 .• ASSURANCE • • .. • • 1. 11i ni Dade Building Code Compliance Office (BCCO). 000000 • ...... ..... • • .• • 0.000. •••• • E. • MA1 ItdA•L CER'IMCATIONS • • •:'.1. • •1 000000 .• • • .• • •• • • • •••• ...... • • 0000.. • • •• • • • • • • 00.00. j-1,,/ Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05 -0107.01 Expiration Date: March 24, 2010 Approval Date: March 24, 2005 E -1 • • 000000 • • • ..0000 • ...•. • 00000 •..... • • • • • ...... PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. F. STATEMENTS 1. Statement letter of code compliance and no financial interest, dated January 04, 2005 signed and scaled by Lucas A. Turner, P.E. G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). • • • • •• ••• • •••• •• •••• •••• • • • •• • •• • ••0• • • • • • • •• •••• Herminio F. Gonzalez, P.E. • • • : • • • Director, Building Code Compliance Office • • •. NOA No 05 -0107.01 • • • Expiration Date: March 24, 2010 Approval Date: March 24, 2005 • •• •• • • • • • • ...... •• •• • . 000000 E -2 • • - • • • • • 000000 •. • • • • •• • • .• • • • ••• • •••• • • •••• • • • • • • •• • •• • • •• • •• • •••••• • • • • 000000 • • • •• • • • • • • • • • • ••••.• •• •• • • •••• • • •••• • • •• • • • • • GENERAL NOTES: OUTSWING NON- IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/16" TEMPERED GLASS B. 7/8" I.G. GLASS CONSISTING OF (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/2" AIR SPACE. 2. DESIGN PRESSURES: (SEE TABLES 1, 2 AND 3, SHEET 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXX, XXO, OXX, OXO, X0)0(, XXXO, OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE X DOORS OR A DOUBLE XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 AND 9. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI -DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI -DADE COUNTY. 6. SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR SEALANT. 7. REFERENCE TEST REPORTS: FTL -4450, FTL -4451, AND FTL -4452. r_ 3116" TEMPERED GLASS EXTERIOR GLAZING DETAIL MONOLITHIC GLASS 3/16" TEMPERED GLASS —�- 7/8" NOM 1/2" AIR SPACE 3/16" TEMPERED GLASS n J 5/S GLASS 5/8" GLASS 108 '':':- ;•;•�•; � '_'_'_' ` BITE ....3.•.�.•_.•. I BITE t SETTING BLOCK EXTERIOR GLAZING DETAIL I.G. GLASS SETTING BLOCK NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 ANCHORAGE 8-9 Raved By. Date: Revisions: Raysd 9y. Date: Rev /stone: Rena By Date: Revlshna: Drewn By. F.K. Date: 12/30/04 Cleated By Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Z Visibly Better neemtp�n. GENERAL NOTES, GLAZING DETAILS AND MAP ALUM. FRENCH DOOR & SIDE LITES, NON IMPACT Sestet FD650 Scale: FULL Sheet- 1 a, 9 Drawing N 8000 -12 Rev Lucas A. Tumor, P.E. :PE 958201 Mechanical • • • • • .• • • • • • • • .• • • • • • • ••• • •••• • • •••• • ••.. • .• •• • •• • • • . • •• • • • • 000000 • • • •• • • • • • • • • •. •• . • • • • .•• • • •• • • • •. TABLE 1. COMPARATIVE ANALYSIS: OUTSWING DOORS GLASS A. 3/16" TEMPERED GLASS OPTIONS: B. 7/8" I.G. (3/16'T, AIR SPACE, 3/16"T) z O TABLE 3. COMPARATIVE ANALYSIS: NARROW JAMB SIDE LITE GLASS A. TEMPERED GLASS OPTIONS: B. 7/8"1.G. (3/16 "T, AIR SPACE, 3/16 "T) DOOR WIDTH DOOR HEIGHT 68- 79314" 70- 83314" 87 3/4" 91 3/4" X 20 25" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 80- 953/4" SIDE LITE WIDTH SIDE LITE HEIGHT 68- 793/4" 70 - 83 3/4" 87 3/4" 91 3/4" 8°- 953/4" +100.0 -139.5 10 11/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 27" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 +100.0 -136.9 +100.0 -130.3 13 11/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 X 29" +100.0 -145.0 +100.0 -143.4 +100.0 -135.7 +100.0 -128.7 +100.0 -122.4 16 11/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 X 26 31" +100.0 -144.2 +100.0 -135.8 +100.0 -128.3 +100.0 -12t6 +100.0 -115.6 19 11/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 X 28 33" +100.0 -126.7 X 35" +100.0 -112.2 +100.0 -126.7 +100.0 -112.2 +100.0 -122.0 +100.0 -115.5 +100.0 -109.7 21 11/16 ". +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -112.2 +100.0 -110.2 +100.0 -104.6 24 11/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -144.9 +100.0 -137.9 X 30 37 " +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 XX 40- 47 314" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -139.5 30 11/16" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 33 11/16" +100.0 -118.6 +100.0 -118.6 +100.0 -118.6 +100.0 -112.5 +100.0 -106.8 XX 51 3/4" +100.0 -145.0 +100.0 -145.0 +100.0 -144.2 XX XX XX 50 59 3/4" +100.0 -145.0 +100.0 -143.4 +100.0 5' 63 4" +100.0 -126.7 +100.0 -135.8 +100.0 -135.7 +100.0 -128.3 +100.0 -136.9 +100.0 -130.3 +100.0 -128.7 +100.0 -122.4 36 11/16" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -121.6 +100.0 -115.6 +100.0 -126.7 +100.0 -122.0 +100.0 -115.5 +100.0 -109.7 67 314" +100.0 -112.2 +100.0 -112.2 +100.0 -112.2 +100.0 -110.2 +100.0 -104.6 XX 60 71 3/4" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 TABLE 2. COMPARATIVE ANALYSIS: FULL JAMB SIDE LITE GLASS A. 3/16" TEMPERED GLASS OPTIONS: C. 7/8" I.G. (3/16'T, AIR SPACE, 3116 "T) SIDE LITE WIDTH SIDE LITE HEIGHT e_ 79 3/4" 70 - 83 3/4" 87 314" 91 3/4" • e_ 95 3/4" 21 11/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 . +100.0 -145.0 2411/16" +100.0 -145.0 +100.0 -145.0 +100.0 -145.0 +100.0 -144.9 +100.0 -137.9 30 11/16" +100.0 -142.9 +100.0 -135.3 +100.0 -127.8 +100.0 -121.1 +100.0 -115.1 3311/16" +100.0 -118.6 +100.0 -118.6 +100.0 -118.6 +100.0 +100.0 -112.5 - 100.01 +100.0 -106.8 36 11/16" +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NOTE: REFERENCE TEST REPORTS FTL4450, FTL -4451 AND FTL -4452 Approved a, complying wlthlr Flo .. ode Dale / lF • Revd By Date: Revisions: Revd By Date: Revision: Rem! By. Date: Revisorw Drawn Br F.K Date: 12/30/04 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 GT_ Dowd dm: DESIGN PRESSURES Title ALUM. FRENCH DOOR & SIDE CITES, NON - IMPACT Visibly Better 3edssiniodet FD650 3mb: NA Sheen 2 w 9 Dream Na. 8000 -12 Rev. Luc= A. Turner. P.E. PE #48201 Mechanical • •• • • • ••• • •••• • • •••• • •••• • • • •• • •• • • .• • •• • • • • •• • • • • • • • • • • •• •• • • •••• • •••• • • •• • • • • • • • • • 95 MI HEI A 7313/16" MAX. WIDTH 3a VC 3HT LL 110 5/8" WIDTH E F _ I / — / / / / lli / / /1 / 4 \ // \ / \ \ 2, e \- OX OR X0 37" MAX WIDTH 79 1/8" MAX. DLO ALL X 25" MAX. DLO ALL X UNITS MAX. 110 5/8" WIDTH E F _ I - i{ f,,* J \ / / / / /1 / 4 \ / \ \ 2, e ` \ \ \ ,\/ , / 4 I I 1 / f , 145 MAX. WIDTH 3 /8" I I _ - — a - i{ f,,* J \ / / / / /1 / 4 \ - , - 7' /� / / / \ \ \ ,\/ , (,41 1 / 4X0 OXXO (SHOWING EACH VERSION SIDELITE) XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING SEE SHEET 8 AND FOR ANCHOR SECTION DETAILS SEE SHEET 9. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. 36 11/16" MAX WIDTH 25" MAX. DLO 3611/16" MAX WIDTH 33 3/16" I MAX DLO 0 (FULL JAMB) 0 (NARROW JAMB) Approved as co/eking wills do Merida Date 46 ,4 -0 NOM Roved By Dare: Revisions: Rend By Dare: Revisions: Rowdily: Dam: Revisions: Drawn By: F.K. Dam: 12/30/04 Chatted By: Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ri Visibly Better Daaalpaon: EXAMPLE ELEVATIONS Title: ALUM. FRENCH DOOR & SIDE LITES, NON IMPACT sari FD650 NTS Sheet 3 of Drawbw No. 8000 -12 Rev: 751/4 Lucas A. Turner, P.E. PE 958201 Mechanical 71 3/4" MAX. WIDTH \ II II J \ / / / / /1 / 4 \ XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING SEE SHEET 8 AND FOR ANCHOR SECTION DETAILS SEE SHEET 9. 3. FOR VERTICAL SECTIONS SEE SHEET 4 AND FOR HORIZONTAL SECTIONS SEE SHEET 5. 36 11/16" MAX WIDTH 25" MAX. DLO 3611/16" MAX WIDTH 33 3/16" I MAX DLO 0 (FULL JAMB) 0 (NARROW JAMB) Approved as co/eking wills do Merida Date 46 ,4 -0 NOM Roved By Dare: Revisions: Rend By Dare: Revisions: Rowdily: Dam: Revisions: Drawn By: F.K. Dam: 12/30/04 Chatted By: Dam: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ri Visibly Better Daaalpaon: EXAMPLE ELEVATIONS Title: ALUM. FRENCH DOOR & SIDE LITES, NON IMPACT sari FD650 NTS Sheet 3 of Drawbw No. 8000 -12 Rev: 751/4 Lucas A. Turner, P.E. PE 958201 Mechanical • •• • • • • • ••• • • •• • • • • •••• • • • • •••• • • • • • • • • • • • • • • • • • •• •••• • • • •• • •• • • • • • •• • • • •• •• • • •••• • • •••• • • • •• • • • • • • • • VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICAL SECTION B OUTSWING HEAD G VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL Ravel Data: Rem: MAX. DLO -- EXTERIOR INTERIOR MAX. HEIGHT VERTICAL SECTION D OUTSWING SILL Approv»d ru r rs; with the Florid* Attl T N-!ls+7IdY'`g■ AVIA -Alt Raved By: Dale: Revisions: Raved By. Date: Revisions: Drawn By. F.K. Date: 12/30/04 Checked 8y: Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better VERTICAL SECTIONS rera: ALUM. FRENCH DOOR & SIDE LITES, NON- IMPACT seriestModak FD650 112 Sheab 4 or9 Drawing Na. 8000 -12 Lucas A. Tumor, P.E. PE #58201 Mechanical • • • • •• • • • • • • •• • • •• •• • ••• • •••• • • • •••• • • • • • •• • • • • • • •• • • • • • • • • •• • • • • • • • • • • •• •• • • •••• • • • • • • • • • • • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE i m 0 f. m m 1 J77 J• m m DETAIL G STILES AT ASTRAGAL SEE NOTE 0 ,f1, 1 tii. , `T pit � 0 4ire,•4, P I P I h 4,111141, . ..._,Fle j DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) r/{1 li L:c7; r ' Ati 4 I 1 AAA eijormem m DETAIL J SLAB AT GLASS BED 0 0 0 0 0 ' ,i �M G ,1111411r1 72,114c,ri,411,t!f 'li+na M 1 MI 0 0 SEE NOTE ED CI ED 0 P. ,. 0 SEE NOTE 80 DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) 0 ,+ t lll� 111 L� - 0 m DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) 80 NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE A as croupiyhig with di* Rand By Date: Revisions: Raysd By: Date: Revisions: Revsd Data: Revisions: Drawn By. F.K. Date: 12/30/04 Checked By: Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. B X 1529 NOKOMIS, FL 34274 Visibly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, NON IMPACT sertesmiwat FD650 scat. 1/2 Sheet 5 a 9 Drava9 No. 8000 -12 Rev. Lucas A. Tumer, P.E. . PE #58201 Mechanical • •• • • • ••• • • • •••• •••••• • • • • •••• • • • •••• • • • •• • • • •• • • • • • • • .• • • • • •• • • • • • • • • • • •• •• • • •••• • • •••• • • • • • • • • • FD750 DOOR(S) ITEM DWG# 1 DESCRIPTION 1 PGT# FRAME KIT PARTS 1 8006 FRAME - HEAD & HINGE JAMB 68006 2 8003A OUT -SWING SILL 68003 3 8004A OUT -SWING SILL COVER 68004 4 8008 DRIP CAP 68008 5 8 HEAD, SILL & JAMB. WEATHERSTRIP (SCHLEGAL) U83337T8500 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 22 FRAME ASSEMBLY SCREW #8 X 1" P11 QUAD 781PQA 9 8032 ASTRAGAL END SEAL 48032 DOOR PANEL 5 HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL) U83337T8500 37 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 23 8017 TOP SWEEP 68017 24 8016 BOTTOM SWEEP 68016 25 SWEEP SCREWS, #4 X 1/2" PHIL PH 26 8015 ASTRAGAL, ACTIVE & INACTIVE 68015 27 8021B GEAR HINGE, JAMB SIDE 68021B 28 8020A GEAR HINGE, COVER 68020A 29 8018 GEAR. HINGE, BACK -UP PLATE 68018 30 8019A GEAR HINGE, DOOR SIDE 68019A 31 8035 GEAR HINGE, BEARING 68035 32 GEAR. HINGE, SET - SCREW #6-32 x 1/4" 33 GEAR HINGE, MTG. SCREW #12 x 3/4" TRUSS HD. 34 GEAR HINGE, MTG. SCREW #12 x 1 1/2" TRUSS HD. 35 THREADED ROD 5/16 -18 X 36" 6TRODA 36 FLANGED HEX NUT 5/16 -18 7990NUTA 37 8039 TRUSS CLAMP 60378M 38 8043 S/S GEAR. LATCH MECHANISM (ASHLAND) 39 8030 LOCK BLOCK 48030 40 LATCH ASS'Y SCREWS #8 X 2" SS PHILL TR HD 78X2TPAX 41 8037 S/S SHOOT BOLT ROD (SULLIVAN) 42 8045 STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) 43 8031 SHOOT BOLT GUIDE 48031 44 SHOOT BOLT GUIDE & STRIKE SCREW 8 -32 X 3/8" SS PHILL TR HD 78X38PFTX 45 8038R RIGHT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) W5110 -4351 46 8038L LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) W5110 -4451 47 STRIKE PLATE SCREWS 8 -32 X 3/8" SS PHILL TR HD 78X38PFTX 48 STRIKE PLATE MIDDLE SCREW 6-24 X 1/2" EH 7612FPTX 49 8036 STRIKE PLATE AT HEAD & SILL 50 L HEAD STRIKE SCREWS SS 8 X 1/2 PHILL PH 7858ZAX 51 — STRIKE PLATE SCREWS @,SILL SS 8 X 1/2 FRILL UNDERCUT PH 78X12PFHUX 52 8041 ACTIVE TRIM SET (ASHLAND) 53 8042 PASSIVE TRIM SET (ASHLAND) 54 8044 STAINLESS STEEL PASSIVE LOCK GEAR. (ASHLAND) FD750 FULL JAMB SIDE LITE ITEM DWG # DESCRIPTION PGT# 1 8006 FRAME - HEAD, SILL & JAMB 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 8014 FRAME ASSEMBLY SCREW #8 X 1" PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 8039 THREADED ROD 5/16 -18 X 36" 6TRODA 36 FLANGED HEX NUT 5/16 -18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 8010 #8 X 3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 62 8029 SIDE LITE JAMB TRIM 68029 FD750 NARROW JAMB SIDE LITE 1 8006 FRAME - HEAD & SILL 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 68025 FRAME ASSEMBLY SCREW #8 X 1" PH QUAD 781PQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 68024A THREADED ROD 5/16 -18 X 36" 6TRODA 36 6TP247 FLANGED HEX NUT 5/16 -18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 #8 X 3M" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 70 8010 FRAME, JAMB 68010 ASSEMBLY KIT 80 8033B FRENCH DOOR ASSEMBLY BEAM 68033B 81 #10-24 X 2 1/2" PH SCREW 82 101 #10-24 HEX NUT 7/8" I.G. GLASS (3/16"T, 1/2" AIR SPACE, 3/16 "T) 83 #12 X 1 1/2" TRIED TEK SCREW 8025 3/16" BEAD GLASS, BEADS & SILICONE 90 DOW CORNING 899, 983 OR 995 GLAZING SEALANT 100 3116" TEMPERED GLASS 101 7/8" I.G. GLASS (3/16"T, 1/2" AIR SPACE, 3/16 "T) 102 8025 3/16" BEAD 68025 105 8022 BACK BEAD 68022 106 8026A SL BACKBEAD 68026A 108 8024A 7/8" IG BEAD 68024A 109 1224 VINYL BULB WSTP (THICK) 6TP247 Rem! By: Date: Revisions: Rend 8y: Date: Revisions: Rend Its Date: Revisions: Dam By: F.K. Date: 12/30/04 Checked By. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better nes«tvx: PARTS LIST Tar ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT estiestebriet FD650 NA 6 a 9 tub N. 8000 -12 Rev: ‘,4L, *4)5--' Lucas A. Tumor, P.E. PE #58201 Mechanical • •• • • • ••• • • • •••• • •••• • • • •• • •• • • • • • •• • • • • • • • •• • • • • • • • • • • • •• •• • • • • •••• • • •• • • •• L 1.000 r 3.636 #8006 6063 -T6 FRAME, HEAD & JAMB AND SIDELITE SILL .074 2.000 3.990 #8012 6063 -T6 STILE T 1.498 #8003A 6063 -T6 OUT -SWING SILL 1.938 .075 .050 1 .502 --►�1 " 1.326 I I 4.434 #8014 6063 -T5 TOP RAIL 1.938 -.,.- .100 #8013 6063 -T6 BOTTOM RAIL ;46 .44z -ad .965 - #8022 6063 -T5 BACKBEAD .965 1.169 T- 045 #8026A 6063 -T5 SL BACKBEAD 8.250 .818- #8025 6063 -T5 3/16" BEAD .437 .957 1-•--- #8024A 6063 -T5 I.G. BEAD d .438 .125 #8004A 6063 -T5 OS SILL COVER 1.467 rl 3.251 �- 1.635 #8033B 6105 -T5 FD ASS'Y BEAM .050 2.622 #8028 6063-T5 SL HEAD TRIM 2.313 --■-+ .050 #8029 6063 -T5 SL JAMB TRIM 1.033 r #8009 6063 -T5 INSTALL PLATE .075 1.170 t --- 2.544 --�► #8015 6063 -T6 ASTRAGAL I 1.812 - 1.000 #8039 6063 -T6 TRUSS CLAMP .100 .062i 1.000 3.636 -� #8010 6063 -T6 NARROW SL JAMB #8008 6063 -T5 DRIP CAP 1.940 .050 #8017 6063 -T5 TOP SWEEP 2 .075 •- .260 -H #8021B 6063 -T6 GEAR HINGE, JAMB � 142 Li" J353 .072 #8020A 6063 -T6 GEAR HINGE, COVER I-_-- 1.763 II11 #8018 6063 -T5 HINGE, BACK -UP I-• --- 2.438 --i-i .075 #8019A 6063 -T6 GEAR HINGE, DOOR 1.16 0 �+-- I1 .311 .040 #8007 6063 -T6 SCREW COVER #8016 6063 -T5 BOTTOM SWEEP Apprivi sa co„ OINOWNWO ,�i r f Raved By: Date: Reatslons: ttevsd By Date: Revisions: Revsd 0y "Date: Rem: Drawn By: F.K. Date: 12/30/04 Cheekedby Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 E I GT Visibly Better t EXTRUSION PROFILES m. ALUM. FRENCH DOOR & SIDE LITES, NON IMPACT saw FD650 1/2 shoat 7 d 9 Doming No. 8000 -12 Lucas A Turner, P.E. PE #58201 Mechanical • •• • • • ••• • • • •••• • •••• • • • e• • •• • • • • • •• • • • • • • • • • • •• • • • • • • •• •• • • •••• •••• • • •• • • • • • SEE NOTE 5 DETAIL A 1/4" TAPCONS OR #12 SCREWS (SINGLE PANEL) f16"— t n 6° 16h1 - flenr 1 3 to n v v 11° 11" SEE NOTE 5 181/2" 181/2" �--- MAX. MAX. — T--- TYP. TYP. FRAME FRAME MIDSPAN MIDSPAN — 1" 11" ° I t4 "1 41 6" —16n1 _ 6 44— DETAIL B 1/4" TAPCONS (2 OR MORE PANELS) MIAMI -DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. DETAIL A ABOVE REPRESENTS ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. 2. DETAIL A - SINGLE PANEL CONFIGURATIONS ANCHORED WITH 1/4" TAPCONS OR #12 SCREWS HEAD 6" MAX. FROM CORNERS. SILL 6" MAX. FROM CORNERS. JAMBS11" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 1/2" MAX. SPACING THEREAFTER. II I 1 1 9" " 6" 6 3" 111 II I 6 —.16" t■ 9" DETAIL C #12 SCREWS (2 OR MORE PANELS) 3. DETAIL B - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 1/4° TAPCONS HEAD 6" MAX. FROM OUTSIDE CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. SILL 6" MAX. FROM OUTSIDE CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS11" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 1/2" MAX SPACING THEREAFTER. 4. DETAIL C - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH #12 SCREWS HEAD 6" MAX. FROM OUTSIDE CORNERS, AND AT 3 °, 6" AND 9" MAX_ ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. SILL 6" MAX. FROM OUTSIDE CORNERS, AND AT 3 ", 6" AND 9" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS11" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 181/2" MAX. SPACING THEREAFTER. 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FOR THESE INSTALLATIONS SEE DETAIL A OR B ABOVE. ENCIRCLED ANCHORS IN DETAIL A ARE REQUIRED FOR NARROW JAMB SIDELITES, BUT OTHERWISE MAY BE OMITTED. ENCIRCLED ANCHORS IN DETAIL B ARE REQUIRED IN THE HEAD AT THE ASTRAGAL LOCATION OF XX PANELS, BUT OTHERWISE MAY BE OMITTED. ALL PANELS MAY BE INSTALLED WITH EITHER #12 SCREWS OR 1/4" TAPCONS. Raved By. Date: Revisions: Raved By. Date: Revisions: Revd By Date: Revisions: Drawn By. Date: Checked By Dale: F.K. 12/30/04 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PT _ r>pgan ANCHORAGE SPACING Vice: ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT Visibly Better sertassecater FO650 scale: NTS Sheet 8 a 9 Drawktg Ka. 8000 -12 Rev Lucas A. Turner, P.E. PE #58201 Mechanical • •• • • • • ••• • • •• • • •••• •.• • • • • •••• • • • • • • •••• • • • •• • •• •. .• • • • • • • •••• • • • . • • • • •• •.•.' • • • • • • • • • • • •• • • • • • • • • CONCRETE 1 1/4" MIN. 1/4 MAX. SHIM 1/4" TAPCON (NOTE 1) CONCRETE lx WOOD (NOTE 2) 1/4" MAX. SHIM 4 1 1/4" MIN. 1/4" TAPCON (NOTE 1) 2x WOOD (NOTE 2) 2x WOOD (NOTE 2) 1/4" MAX. GROUT, SEE NOTE 4 1 1/2" MIN. #12 SCREW TYPICAL DOOR AND SIDE LITE HEAD 1 1/2" MIN. #12 SCREW 01:1;111.1.4010 1.10.311i 1111 I 1 1/4" MIN. 1/4" TAPCON (NOTE 1) 41111HI1I1MI111111111 1. 111!;111111 ■ NYYiYW WiiY1.1 • CONCRETE ° t.1HlINI�r� CONCRETE OR HOLLOW .• •� OR HOLLOW • E .. CONCRETE • ' CONCRETE BLOCK BLOCK 1 1/4" MIN. 1/4" TAPCON (NOTE 1) 'dnnutn►am► ►►►,,JtII is 1x WOOD (NOTE 2) • 114" MAX. SHIM —1.-1 1/4" MAX. SHIM -- •-I k— 1/4" MAX. SHIM --►J 1-1-- TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE LITE SILL 114" TAPCON (NOTE 1) • • 1 1/4" MIN. 1/4" MAX. GROUT, SEE NOTE 4 CONCRETE • : • • 1/4" MAX. SHIM 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) 1/4" TAPCON (NOTE 1) 1 1/4" MIN. 1 TYPICAL DOOR SILL NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. 2. WOOD BUCKS SHOWN ABOVE AS 1x MAY BE ANY THICKNESS LESS THAN 1 1/2 ". WOOD BUCKS SHOWN AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM (6063 -T5 MIN. STRENGTH) WITH MIN. WALL THICKNESS OF 1/8 ", FOLLOW ANCHORAGE DETAILS SHOWN FOR 2x WOOD BUCKS, USING #12 SHEET METAL SCREWS LONG ENOUGH TO PROVIDE FULL THREAD ENGAGEMENT INTO THE ALUMINUM, AT THE SPACING SHOWN ON SHEET 8. 4. IF SILL IS TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. CONCRETE 2x WOOD (NOTE 2) ;�>~Ti7Ztx�'i' ttihni 1 Rend $• Rend Sy: Revsd By: Drawn By F.K. Dater Revisions: Date: 12/30/04 checked ey Dates 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better Deserlpilor ANCHORAGE DETAILS Tile: ALUM. FRENCH DOOR & SIDE LITES, NON - IMPACT series/Sbdek F0650 Saab: 1/2 Sheet 9 0, 9 Drawing No. 8000 -12 Lucas A. Turner, P.E. PE #58201 Mechanical BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N9 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the appli =a'; „ Fp` T ati• +governing the use of con"s�friiL an te*els. The documentation submitted has been reviw is Dade . unty 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 "SH- 4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Aluminum Single Hung Window (TG -A) ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/31/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None 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 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 NOV 2 9 1005 Pi be done in its entirety INSPECTIDNs A 10 y °ofihi0 entire NOA shall be provided to the user by the manufacturer or its distributors and stall lgdaiibre kri4pgtion at the job site at the request of the Building Official. This NOA revises NOA # 01- 0516.10 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • •• ••• ••• ••• •••• •• • • • • .• • •• • • • • • '�� is �,.: :. • • NOA No 02 -0702.02 'ion Date: September 30, 2006 —11t1.- • • • e Approval Date: July 15, 2002 •• wr• • • ••• • • Page 1 • '��'>>,� • • • • • g • • • ••• • • • • • fit;, s' 'j ` 1j 1" • • • • • • • • • • • •• •• • • • •• • •• ••• • • • ••• • • "t)FDS- Is r�• MAX. WIDTH 53.125" MAX. FIXED LITE DAYUGHT OPENING 49.125" 1- z w W 5 W C9 0 10" MAX. U MAX. HEIGHT 76.000" I 5" MAX. MAX. FIXED UTE HEIGHT FROM BOTTOM OF MEETING PAIL 37 5/8" 1 MAX. FIXED LITE DAYLIGHT OPENING 34.500" CENTERLINE OF MEETING RAIL 1 MAX. VENT DAYLIGHT OPENING 34.500" •• ••• • • • • • .• • • • • • • • • • • • • • • • • • MAX. VENT DAYLIGHT OPENING 48.125" " "'NO7V 2IMPACT WINDOWS L.) ZEST REPORT, GLAZING, MAXIMUM SIZE ' A) FTf -295 , .34161 TEMPERED, 53.125 x 76.000 $V. F•TL ;f'96•©, 311•6";ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.)' PE4 SI- 'n2X?F:8 C'OR SECTION DETAILS • a.- COMPARATIVE ANALYSIS FOR: GLASS: 3116 TEMPERED P11.. 2959 Window Width Window Height 26.000 (4) 38.376 (4) 50.625 (4) 63.000 (6) 76.000 (6) nog pos nog pos neg pos neg pos neg pos 19.125 (2) .135.00 ' 56.67 .135.00 56.67 - 131.80 56.67 - 94.65 56.67 .73.01 56.87 24.000 (2) - 135.00 56.67 -135.00 56.67 - 124.29 56.67 40.85 56.67 -63.64 56.67 26.500 (2) .135.00 56.87 - 135.00 56.67 .123.95 56.67 42.11 56.87 - 60.55 56.67 32.000 (3) - 135.00 56.57 .135.00 58.67 - 123.95 56.67 -80.04 56.67 - 58.41 58.41 37.000 (3) . 135.00 56.67 . 135.00 56.67 - 115.74 56.67 -80.04 56.67 -55.04 55.04 40.000 (3) - 135.00 58.67 - 122.25 56.67 - 103.04 56.67 -80.04 56.67 -55.00 55.00 44.000 (3) - 135.00 56.67 .108.03. 56.67 -89.89 56.67 40.04 56.67 45.00 55.00 48.000 (3) - 132.20 56.67 46.78 56.67 -79.72 56.87 .70.21 56.67 -55.00 55.00 53.125 (4) 117.70 58.67 45.39 56.67 .69.62 56.87 - 60.58 58.67 -55.00 55.00 COMPARATIVE ANALYSIS FORS GLASS: 3/18 ANNEALED P74 2960 Window Width Window Height 28.000 (4) 38.375 (4) 50.625 (4) 63.000 (6) 76.000 (6) neg pos neg pas neg pos nag pos neg pos 19.125 (2) - 120.00 56.67 - 120.00 56.67 - 120.00 56.67 -94.65 58.67 -73.01 56.67 24.000 (2) -120.00 56.67 - 120.00 56.67 .120.00 56.67 -84.85 56.67 -63.64 56.67 26.500 (2) - 120.00 58.67 - 120.00 58.67 - 120.00 56.67 -82.11 56.87 40.55 55.04 32.000 (3) - 120.00 56.67 - 120.00 58.67 . 101.70 56.67 -80.04 56.67 -56.41 51.28 37.000 (3) - 120.00 56.67 . 120.00 56.67 -86.40 58.67 .70.90 56.67 - 55.04 50.03 40.000 (3) -120.00 56.67 . 118.60 56.67 -80.90 56.67 -65.80 58.67 - 55.00 50.00 44.000 (3) - 120.00 56.67 - 105.03 56.67 - 73.10 59.67 - 59.20 56.67 - 52.30 50.00 48.000 (3) 420.00 56.67 -96.78 56.67 -64.80 56.67 - 53.90 53.90 .48.00 48.00 53.125 (4) - 117.70 56.67 45.39 56.67 - 59.50 56.57 -47.90 47.90 -43.10 43.10 COMPARATIVE ANALYSIS NOTE& 1.1 Numbers In 1) parentheses are quantity of anchors per side, 2.) Negative Design Loads based on Comparative Analysts and Glass Table ASTM 61300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers an for 510 screws or 3/16" Tapcons. (512 screws may be used instead of #10's) S.) Anchors 5.00" max. from each comer and 5.00' max. on either side of meeting ralL Max. anchor spacing of 16" at jambs and 20" at head and sill. 3/16 GLAZING DETAIL .375 MIN. J GLASS BITE PRODUCT REVISED ascrn P)� kh the Florida Bidd Eaxp nix No 02-0702j302. Expire Date DiSisi0 Dude Product Control APPROVED AS COMP .YNR WITH THE SOUTH FLORIDA BUILDING 0ODE DATE sE PTeig0t. 0,209) By 14l.stl 1 •G1.4Nck PRODUCT CONTROL DIVISION BUILDING COOL GtOMPUANCE OFFICE ACCEPTANCE NO.651 osier Iv Robert L'. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd Ety: F.K. Date: 8/31/1 Revisions: REDRAWN Drown By F.K. Dote: 4/18/01 Description: FLANGED W/ 3/16T OR 3/16A GLASS Title: ALUMINUM SINGLE HUNG WINDOW (TG --A) 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series /Model: SH -4000 Scole: Sheet: Drawing No. NTS 1 of 8 2736 Rev: A • .. ••• • • 11 ••• • • -- MAX. FIXED LITE 2.129" MAX. FIXED LITE DAYLIGHT OPENING MAX. HEIGHT •• ••• • • • • • • • • • • •• • • • • • • • •• •• •• • • • ••• • • •• • • • ••• • •• ••• • • •• • ••• • • ••• • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • •• • • VERT1 CAL SECTION MAX. VENT DAYLIGHT OPENING 1 7 MAX. DAYLIGHT OPENING VENT FIXED LITE • MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION NON — IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2959, 3/16" TEMPERED, 53.125 x 76.000 B) FTL -2960, 3/16" ANNEALED, 53.125 x 76.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 2.000" PRODUCT REVISED as complying with the Florida Baca No 02 -a 02.02 Ezp ration Date BY de-r"-v4041 Dale Product Control Division APPROVED AS COMPLYING WITH Tlig SOUTH Fl.ON A BUILDING CODE DATE SeP3o,Iao1 BY tcy,411 Gkaxs. PRODUCT CONTROL DIVISION BUILDING CODE dOMPUANCE OFFICE - ACCEPTANCE NO. 43 1-• 0516 'to Robert L. Clark, RE„ PE #39712 Structural INDUSTRIES Revsd By: Date: F.K. 8/31/1 Revisions: REDRAWN Drown By: F.K. Date4 /1801 Description: SECTIONS FROM SHEET 1, 3./16 GLASS Title: ALUMINUM SINGLE HUNG WINDOW (TG --A) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Series /Model: SH -4000 Scale: Sheet: NTS 2 of 8 Drawing No. 2 736 Rev: • • • ••• • • W.X. WIDTH 53.125' -.- -_MAX. FIXED LITE DAYLIGHT OPENING 49.125' , 8 8 re 7 5' MAX. MAX. HEIGHT 76.000" •• ••• • • • • • •. . •6 •• ••• •• • • • • • • • •• • ••• ••• • 1 MAX. FIXED UTE HEIGHT FROM BOTTOM OF MEETING RAIL 37 5/8" MAX. FIXED UTE DAYLIGHT OPENING 34.500' - CENTERLINE OF MEETING RAIL - .1. 1 MAX. VENT DAYLIGHT OPENING 34.500 1 -f-- MAX. VENT DAYLIGHT OPENING 48.125' -.- MAX. WIDTH 37.000" -•- MAX. FIXED UTE DAYLIGHT OPENING 33.000' -+ - FTL -296 1 NON- IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2961, 1/8" DOUBLE STRENGTH ANNEALED, 5.3. 25 x 76.000 8) FTL -2963, 1/8" DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY 4.) SEE SHEET 4 OF 8 FOR SECTION DETAILS COMPARATIVE ANALYSIS FOR: GLASS: DSB ANNEALED FTL. 2961 Window Width Window Height 26.000 (4) 38.375 (4) 50.625 (4) 83.000 (6) 76.000 (6) neg pox neg Poe n.g pos nog Pas nog pos 19.125 (2) .75.00 58.67 -75.00 56.67 .75.00 56.67 - 56.79 56.67 - 43.81 43.81 24.000 (2) . 75.00 56.67 -75.00 56.67 -7460 56.67 - 50.91 50.91 - 38.18 38.18 26.500 (2) -75.00 56.67 - 75.00 56.67 - 70.00 56.67 -49.27 49.27 - 38.51 36.33 32.000 (3) -7500 56.67 - 67.80 56.67 -57.40 56.87 - 48.02 48.02 43.84 33.54 37.000 (3) - 7500 56.67 .56.50 56.50 -49.60 49.60 - 43.70 43.70 .33.02 33.02 40.000 (3) - 75.00 56.67 -52.50 52.50 -45.30 43.30 - 40.20 40.20 43.00 33.00 44000 (3) - 75.00 56.67 .47.50 47.50 - 40.00 40.00 -36.70 36.70 - 32.80 32.60 48.000 (3) - 75.00 56.67 - 45.10 45.50 45.70 35.70 - 33.70 33.70 -29.80 29.80 53.125 (4) -70.60 56.67 - 43.20 43.20 - 30.90 30.90 -29.70 29.70 •27.50 27.60 COMPARATIVE ANALYSIS FOR 6LASS: DSB ANNEALED FT4 2963 Window Width Window Height 26.000 (4) 38.375 (4) 50.625 (4) 63.000 (6) neg pos neg p05 neg pos nag pox 19.125 (2) -75.00 58.67 -75.00 56.57 -75.00 56.67 -69.40 56.67 24000 (2) -75.00 56.87 -75.00 56.67 - 75.00 58.67 -59.60 56.67 28.500 (2) -75.00 56.67 .75.00 56.67 - 70.00 56.67 -58.60 56.60 32.000 (3) -75.00 50.67 -67.80 56.67 -57.40 58.67 -50.80 50.80 37.000 (3) - 75.00 56.67 .58.50 58.50 -49.60 49.60 - 43.70 43.70 COMPARATIVE ANALYSIS NOTES: 1.1 Numbers in t 1 parentheses are quantity of anchors Der *Idol 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM 61300. 3.) Positive Design Loads based on Comparative Analysis and Water Teat Pressure. 4.) Numbers are for 510 screws or 3116' Tapcons. ( #12 screws may be used Instead of #10•s) 5.) Anchors 5.00 max. from each comer and 5.00" max. on either side of meeting ralL Max. anchor spacing of 18' et Jambs and 20' at head and s111. •• • • • • •• •.•. • 8 a oc g 10- 2 MAX. • •� •• • .• • • • • • • •• ••• •• • • • • • • • •• • • • • I MAX. FIXED UTE HEIGHT FROM BOTTOM OF MEETING RAIL 31 1/8' MAX. FIX LITE DAYLIGHT OPENING 28.000' CENTERLINE OF MEETING RAIL ••• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • a • • • • : - • . • • ••• • • •� ••• • • -�- MAX. VENT DAYLIGHT OPENING 31.875 " -� 1 MAX. VENT DAYLIGHT OPENING 28.000' FTL -2963 G Robert L. CI rk, P.E. PE #39712 Structural 1/8 GLAZING DETAIL PRODUCT REYtSED as complying with the Florida Bidding Code Acceptance No # 2-0 12.02 Expiration Date Dads Padget COatro( Division APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DATE 5-Cy 3 o 7001 BY PROOUCTt ROL°MOON 8ti1L0t14G CODE CtOMPUANCE OFFICE ACCEPTANCE NO. D 1 -DS-16'10 T INDUSTRIES Revsd By: Date: F.K. 8/31/1 Revisions: REDRAWN Drawn By: F.K. Dote: 4/18/01 Description: FLANGED W/ DSB GLASS rile: ALUMINUM SINGLE HUNG WINDOW (TG--A 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No. SH -4000 NTS 3 of 8 2736 Rev: - MAX. FIXED LITE .A ,, •.-� 2.129„ _ • J 9 0 3 -�-- -- MAX. DAYLIGHT OPENING +- `� VENT MI ni s 2.000 1 FIXED LITE 1 21 13 MAX. FIXED DAYLIGHT • LITE OPENING MAX. DAYLIGHT OPENING WIDTH 4 MAX. HORIZONTAL SECTION 41)6, 1 6 NON -- IMPACT WINDOWS � ��. !1 III 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2961, 1/8" DOUBLE STRENGTH ANNEALED, 53.125 x 76.000 MAX. ` HEIGHT lit B) FTL -2963, 1/8" DOUBLE STRENGTH ANNEALED, 37.000 x 63.000 2.) SHUTTERS 1 MAX. DAYLIGHT ARE REQUIRED AT ALL INSTALLATIONS PRODUCT REVISED VENT as complying with the Florida APPROVED AS COMM* MTN THE OPENING Bolding Code nat Expiration eipb col 2 8 BY BY l 514 c°} t . L.144..1... Product Control PRODUCT COk1ROLDIVISION BUILDING CODE dOMRUANCE OFFICE v 16 t D . • • • • • • • • • • ••• • • ••: • • • • • • • • . .. v-- ACCEPTANCE NO 01 - 5 • • • • • • • • • T Revsd By: F.K. Dote: 8/31/1 Revisions: REDRAWN Drawn By F K Date •• ••• ••• ••• • • • • • ••' . • • - Description: SECTIONS FROM SHEET 3, 1/8 GLASS t �� o� INDUSTRIES ••• • ••• •• . . ,,, • • • • ,,, • • VERTICAL SECTION Robert L. Clark, P.E. •• • PE #39712 Title: ALUMINUM SINGLE HUNG WINDOW (TG —A). 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series/Model: SH -4000 Scale: NTS Sheet 8 4 of 8 Drawing No. 2736 Rev. A • • • • • • • • • • ••• • • • Structural ... • i • •-• • • -0- MAX. WIDTH 53.125" MAX. FIXED UTE DAYLIGHT OPENING 49.125' ri!,: 5" MAX. MAX. HEIGHT 48.750' o j 1 MAX. FIXED UTE HEIGHT FROM SOTTOM OF MEETING RAIL 23 7/8' MAX. FIXED UTE DAYLIGHT OPENING 20.750' CENTERUNE OF MEETING RAIL 1 i MAX. VENT DAYLIGHT OPENING 20.750' �+- MAX. VENT DAYUGNT OPENING 48.000" - - MAX. WIDTH 37.000" r. MAX. FIXED LITE DAYLIGHT OPENING 33.000' FTL -2962 NON - IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A) FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, 53.125 x 48.750 B) FTL -2964, 3/32" SINGLE STRENGTH ANNEALED, 37.000 x 70.000 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.) PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI -DADE COUNTY 4.) SEE SHEET 6 OF 8 FOR SECTION DETAILS COMPARATIVE ANALYSIS FOR GLASS: 585 ANNEALED FTL- 2962 Window Width Window Height 26.000 (4) 26.000 (4) 39.375 (4) 48.750 (4) nog pos nag Po* nag pos 19.125 (2) - 75.00 56.67 -56.50 56.48 -38.70 36.70 24.000 (2) - 75.00 56.67 -56.48 56.48 - 35.01 35.01 26.500 (2) .75.00 56.67 - 56.48 56.48 - 35.00 35.00 32.000 (3) -86.70 58.67 .48.00 48.00 .35.00 35.00 37.000 (3) 43.70 56.67 -39.30 39.30 -35.00 35.00 40.000 (3) 42.50 56.67 44.90 34.90 43.90 33.90 44.000 (3) - 59.60 56.67 - 30.20 30.20 40.20 30.20 48.000 (3) - 57.60 56.67 •27.70 27.70 46.70 26.70 53.125 (4) .55.80 55.80 - 25.00 25.00 -22.60 22.80 COMPARATIVE ANALYS $ FOR; GLASS: S58 ANNEALED FTL- 2984 Window Width Window Height 26.000 (4) 3&375 (4) 50.625 (4) 63.000 (4) 70.000 (6) nog Pell neg pos nog Po* nog pos nag pos 19.125 (2) - 75.00 56.67 -75.00 56.67 -63.50 56.67 48.70 48.70 . 42.40 42.40 24.000 (2) - 75.00 56.67 - 67.00 56.67 45.10 55.10 - 44.40 44.40 -39.64 38.84 28.500 (2) -75.00 58.67 -60.70 58.67 -50.80 50.80 -41.90 41.90 -37.19 37.19 32.000 (3) 48.70 86.67 48.00 48.00 - 42.80 42.60 -35.70 35.70 -32.50 32.50 37.000 (3) 40.25 56.67 49.30 39.30 -36.40 36.40 -31.10 31.10 -28.10 28.10 COMPARATIVE ANALYSIS NOTES: 1.1 Numbers In t 1 parentheses re quantity of ancho per side, 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM 11300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for 110 screws or 3/18' Tapcons. (012 screws may be used instead of it10•s) 5.) Anchors 5.0' max. from roach corner and 5.00' max. on either side of meeting ralt. Max. anchor spacing of 16' at Jambs and 20' at head and sill. 5' MAX. x MAX. •• ••• • • •. t . •• • • •••_• • • • • • • • • •• • • • • ••• • • • • • • • • • •• ••• • • • • •• MAX. HEIGHT 000 .70" • • • •••• • • • • • • .. •• • •• • • • • •.• • • ••• • • • ••• e•• • • • • • • • • • •• •• • • o MAX. FRIED UTE HEIGHT FROM BOTTOM OF MEETING RNL 34 1/2' MAX. FIXED UTE DAYLIGHT OPENING 31.375' 1 ---- - CENTERUNE OF MEETING RAIL --- 1 MAX. VENT DAYLIGHT OPENING 31.375' ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • --S....-41.-..........1-.3 • • • • • • •• ••• • • • ••• • • +F- MAX VENT DAYLIGHT OPENING 32.000' i FTL -2964 til'u 404 Robert L. Clark, P.E. PE #39712 Structural • 3/32 GLAZING DETAIL PRODUCT REVISED as complying with the Florida Balding Cods a 07. Acceptance No 02 -0 Expiration Date t:;ILr yzir By Dade Product Control Division APPROVED AS COMPLYING MATH THE BOUT)( FLORIDA 8Y(LDltitii owl DATE Se '3O, Lodi BY 1. t (nA:4J‘. P!ilOOUCT COKTROL DMS1011 WILDING woe tcOMPLIAHCE OFFICE ACCEPTANCE t40 °5) 6.10 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd by: F.K. Date: 8/31/1 Revisions: REDRAWN Drown 8l" F.K. Date: 4/18/01 Description: FLANGED W/ SSB GLASS Title: ALUMINUM SINGLE HUNG WINDOW (TG -A Series /Uodei -Scale: Sheet: Drawing No. P.O. BOX 1529 NOKOMIS, FL 34274 SH -4000 NTS 5 .8 2736 Rev: — MAX. FIXED LITE 2.129" MAX. FIXED LITE DAYLIGHT OPENING J MAX. HEIGHT • • • •• • • • •• ••• •• • ....• • • • • • •• •.• • • • . • • • • • •• • •• • • ••• • • • • ••• • • • •• •• • • MAX. VENT DAYLIGHT OPENING MAX. DAYLIGHT OPENING VENT FIXED LITE MAX. DAYLIGHT OPENING Ot jr( G / ••• ••• VERTICAL SECTION Robert L. CI rk. P.E. • • • ••• • • • • • • .• • • • • _ ' StructLIFO- u .J .. •• ••• • • • ••• • • MAX. WIDTH HORIZONTAL SECTION NON -- IMPACT WINDOWS 1.) TEST REPORT, GLAZING, MAXIMUM SIZE A} FTL -2962, 3/32" SINGLE STRENGTH ANNEALED, 8) FTL-2964, 3/32" SINGLE STRENGTH ANNEALED, 2.) SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 2.000" 53.125 x 48.750 37.000 x 70.000 PRODUCT REVISED as g Code the Florida Acceptance No i -0 402.02 Expiration Date y �•�Produet Control Division *PROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING GOOE DATE Set 30, Zee.) By k.f.A441 osati 4.. MOW= WILDING CODE dCMAUviOE OFFICE $COPTIOrS P c11 -0 51 b:lo T INDUSTRIES Revsd By: Date: F.K. 8/31/1 Revisions: REDRAWN Drawn By F.K. Date: 4 /18/01 Description: SECTIONS FROM SHEET 5, 3/32 GLASS Titre: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 ALUMINUM SINGLE HUNG WINDOW (TG --A) Series/Model: BOX 1529 NOKOMIS, FL34274 SH -4000 NTS 6 °f 8 2736 A Scale: Sheet: Drawing No. Rev: •• • • • • •• I4 1.160 1.609 2.000 2.000 :it .062 .500 1.369 r 2 129 -J HEAD EXTRUSION 1.462 • ••• 1.139 .062 1.963 0. JAMB EXTRUSION 2.000 .062 --in- .976 1.898 .:S43::TOP RAIL 'EXTROSION • • •• ••• ••• ••• ::1?-0 'EST REPORTS: FTL -2959, FTL-2960, FTL -2961 I /! 2.E, ' ""T .- -.963, FTL --2964 2.600 .062 .063 676-y -.0- .050 t 2.050 SILL EXTRUSION 2.100 1 .500 -0- .750 1.-0-- E4id 1.582 1.023 .062 1.010 • STANDARD MEETING RAIL --* -1.852 -may 1.817 .926 SASH B OTTO v1 RAIL EXTRUSION • • • • • • - s- •• ••• • • P ( Robert L. Clark, P.E. PE #39712 Structural ITEM DESCRIPTION PGT VENDOR VENDOR # FLANGED FRAME HEAD 62703 6063 -T6 2 FLANGED FRAME SILL 62704 6063 -T6 3 FLANGED FRAME JAMB 62705 6063 - T6 4 FIXED MEETING RAIL 6534521 6063 -T6 534521 SASH TOP RAIL 6534522 6063 -T6 534522 SASH BOTTOM RAIL 6534523 6063 -T6 534523 8 SASH SIDE RAIL 6534524 6063 -T6 534524 9 SASH STOP 66387 6063 -T6 AF -6387 10 SASH CAM INSERT (L. H. & R.H.) 42800 PGT 11 /8 x .7.50 QUAD PAN HEAD SMS 7834PA SPENCER OR = 12 WEATHERSTRIP, VINYL BULB W /LEAF 6TP249 TEAM PLASTICS TP -249 13 SWEEP LATCH 71096 MINIATURE DIE CASTING PGT.214. XX 14 /8 x .625 PHILLIPS FLAT HEAD SMS 7858 SPENCER OR = 15 BALANCE CALDWELL 16 WEATHERSTRIP, .187 x .270 FIN 61062 TEAM PLASTICS FS7826 -187 17 WEATHERSTRIP, .187 x .200, FIN 67919 SCHLEGEL FS7919 -187 18 BALANCE TAKE -OUT CLIP 7121 UM CALDWELL 19 SILICON GLAZING SEALANT 62899 DOW, GE OR EQUAL 20 SSB 3/32" ANNEALED GLASS 21 DSB 1/8" ANNEALED GLASS 22 SSB & DSB GLAZING BEAD 65200 FLORIDA SCREEN OR = 05 -200 23 3/16" ANNEALED GLASS 24 3/16" TEMPERED GLASS 25 3/16" GLAZING BEAD 65196 FLORIDA SCREEN OR = 05 -196 26 18 x 1.000 QUAD PAN HEAD SMS 781 PQ SPENCER OR = 27 1" x 1.5 ". OPEN CELL FOAM PAD 28 SCREEN ASSEMBLY SASH SIDE .926 .562 RAIL EXTRUSION .050 1.187 PRODUCT REVISED sscomplybg with the Florida Braiding Code Acceptance No Expiration Date .02 Dade Product Control Division INDUSTRIES Revsd 8y F.K. Dote: 8/31/1 gram WN ',mover) AS couPLANO wmi THE SOWN FLORIDA SOLOING owe DATE 51,3 Cr, 2d BY 1 it.4 ] (.1.04443., PRODUCT CONTROL DIVISION RUK.004G CODE F.OMPU AHCE OFFICE itiTtptoter No a1- 0316.10 Drown By: F.K. Date: /18/01 Description: PROFILES & PARTS LIST Title: ALUMINUM SINGLE HUNG WINDOW (TG -A) 1070 TECHNOLOGY DRWE P.O. BOX 1529 NOKOMIS, FL 34274 NOKOMIS, FL 34275 Series/Model: SH -4000 Scale: NTS Sheet: 7 of8 Drawing No. 2736 Rev: A • TYPICAL HEAD CONFIGURATIONS .. • • • • s. • 1 x W000 = a. •:. ch. BUCK . - .. -1 .250 MAX. • 1.250 2 x WOOD BUCK .250 MAX. 3/16" TAPCON • • d • �: ••. ••• • • • •.• •• • • • • • • • • •• ••• •• • • • •• 1.250 110 PANHEAD OR 112 PANHEAD #10 PANHEAD OR 112 PANHEAD r .250 } Max. f 1.250 2 x WOOD BUCK TYPICAL SILL CONFIGURATIONS •• ••• ••• ••• Tf'g• . .• •' 1.) FEgENCE• JFST•REPQ `: I.YL -2959, FTL- 2960, FTL -2961, FTL -2962, FTL -2963, FTL -2964 2.) ANCHORS ARE 110 SCREWS 01? 3/16" TAPCONS. ( 112 SCREWS MAY BE USED INSTEAD) .3.) ANCHORS ARE LOCATED 5" MAXIMUM FROM EACH CORNER AND 5" MAXIMUM ON EITHER SIDE OF MA1 UZ/ AAtCl 0I §IPCIVG iF 16" AT JAMBS AND 20" AT HEAD AND SILL. • • • - r--+ -- �-+- Robert L. Cla k, P.E. PE #39712 MEETING RA7Cru''tural TYPICAL JAMB CONFIGURATIONS 110 PANHEAD OR 112 PANHEAD -I 1.250 . d .250 MAX. PRODUCT REVISED as complying with the Florida Budding Code eptance No 0-07'02- 02 Expiration Date 2 E By Dade Product Control Division a 2 x WOOD BUCK APPROVED AS COMPLYING WITH hE SOUTH RONDA BUILDING 000E DATE 5eri' t-4 6E t. 3 oi.20e,1 BY Skid') j • 1�14 4 u , PRODUCT CONTROL DMSMON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO I— O51 b• JO INDUSTRIES Drawn 8y: F.K. Revsd t3y: Data: F.K. 8/31/1 Dote: 4/18/01 Revisions: REDRAWN Description: ANCHORAGE DETAILS Title: ALUMINUM SINGLE HUNG WINDOW (TG -A Scale: Sheet: Drawing No. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Series /Model: SH -4000 NTS 8 as 8 2 736 Rev: 000 • • • 000 • • Maximum Building Height: 2 Stories, an it Minimum lot Size: 75 ft. frontage, 7500 sq. ft. Setbacks Main Bldg. Access. Bldg.' front 25' Rear yd. only Side 10' 10" Side St. 15' 25" Hear 15' 5" 11L1110.11 COI lU.Wi►S1JI MlNl'i' ZONING STANDARDS S * Access. Mew nit he 15' hum Main ACCESS0:Y R0It01HG /ST<IIICTURE SETBACKS bldg. and If from any maw side -._ or front yard and: may cover 28% of rear Side Sglb9.ck" Bear Setback yard. Side st. setback is determined by } ,10' S adjoining lot. %/ PRIMARY B R.IB'lNG SETBACKS Trent 25' Ede 10' Rear 15' S1aEI ALK •,,,. .P001 SETBACKS 7.5' 12.5! 7 I' STREET ■ ■ SWAL ' N 25' ■ plionotr JINES N Mav ')nun kJ 03 Mkt cC caIRM ?__-c3 on Nov AMCMEVYEIM Mt 0 4 2008 a BY: fOY- 7\-2-0& All•-kr r-c-- 0 Tv- (s<N,NeN \IQ �-c\-0\-- CA pro � � Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 , . = Inspection Date: 02/29/2008 Inspector: Grande, Claudio Owner: ARENAS, JORGE Job Address: 623 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Residential Construction Inspection Type: Density Work Classification: Addition Block: Phone Number Parcel Number 1132060171870 Lot: Phone: 305-759-4438 Building Department Comments ADD TW STORY ADDITION 2 BEDROOMS AND 3 BATHROOMS , Inspector Comments cc 6 Passed 2 c-1 Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Friday, February 29, 2008 Page 1 of 2 n!FIC7C7! TESTING & ENGINEERING SERVICES. INC FIELD DENSITY TEST REPORT Client: Arenas Construction 623 NE 97th Avenue Miami Shores, Florida 33138 Date: January 24, 2006 Job: D- 0601150 Project Name: Addition to Residence Project Location: 623 NE 97th Avenue, Miami Shores, Florida PROCTOR DATA Proctor No. 5029 Brown Sand 105.0 10.1 Required Compaction ( 95 Test Depth Pe. netration (inches): 12 FIELD DENSITY TEST RESULTS Test No. Proc No. Result 1 5029 South Area of Building Slab Final 100.5 9.9 95.7 Pass 2 5029 Center Area of Building Slab Final 100.6 9.7 95.8 Pass 3 5029 North Area of Building Slab Final 100.3 10.4 95.6 Pass Comments: 13370 SW 1315` Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 P222 2 -05 -119'1 Inspection Date: 02/29/2008 Inspector: Levrock, James Owner: ARENAS, JORGE Job Address: 623 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: A LEAGUE CONTRACTORS, INC. Permit Type: Plumbing - Residential Inspection Type: HRS Approval Work Classification: Septic Phone Number Parcel Number 1132060171870 Lot: Phone: 305 - 256 -0306 Building Department Comments SEPTIC TANK AND DRAINFIELD Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments approval on file FLORIDA DEPARTMENt OF HEALTH APPROVE 6zs N.c.i7 /cc, ivia (305)513 -345 Friday, February 29, 2008 Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF HEALTH OAISITE SEWAGE TREAT 11EN' CONSTRUCTION INSPECTION I PERMIT NO DATE PAID*' AND DISPOSAL SYSTEM. ` FEE PAID: FINAL APPROVAL RECEIPT t AGENT: e I , PROPERTY ID # PROPERTY ADDRESS: LOT: .5 BLOCII / SUBDIVISION ___ =— = =_ =_=._= _= =__ =_ _ = —_ _= •CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. = = _ _ _ = = = _ = _ _ = = — - — — — — — — — — — — — — — — — — - TANK INSTALLATION [01] TANK SIZE [ [02] TANK MATERIALS --' [03] OUTLET DEVICE --� --- [04] MULTI- CHAMBERED[ / N [05] OUTLET f]]}TE� [06] LEGEN [07] WATERTIGHT [08] LEVEL ?, "'--- [09] DEPTH TO LID DRAINFIELD NSTALLATION [10] AREA [1] [2] S ,$OFT [11] DISTRIBUTION BOX HEADER "" [12] NUMBER OF DRAINLINES [13] DRAINLINE SEPARATION --Z, [14] DRAINLINE SLOPE [15] DEPTH OF COVER / 2 8 ' [16] ELEVATION [ABOVE/BELOW] BRll-,j [17] SYSTEM LOCATION [18] DOSING PUMPS [19] AGGREGATE SIZE , O [20] AGGREGATE EXCESSIVE FINES' [21] AGGREGATE DEPTH SETBACKS ',I [27] SURFACE WATER [28] DITCHES FT. [29] PRIMATE WELLS FT 1 [30] PUBLIC WELLS FT 1 [31] IRRIGATION WELLS ] [32] POTABLE WATER LINES'' 1 [33] BUILDING FOUNDATION ] [34] PROPERTY LINES FT` ] [35] OTHER FILLED / MOUND SYSTEM ] [36] DRAINFIELD COVER ] [37] SHOULDERS ] [38] SLOPES ] [39] STABILIZATION r FILL / EXCAVATION MATERIAL [22] FILL AMOUNT s ) [23] FILL TEXTURE [24] EXCAVATION.DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL • EXPLANATION OF VIOLATIONS / REMARKS: [ [ [ l CONST /DISAPPROVED]: FINAL ` EM AP • OVED/DISAPPROVED]: ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STOOMWATER RUNOFF [42] ALA I MS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRA ING [47] CONTRACTOR `-- [48] OTHER ABANDONMENT [49] TAN PUMPED i [50] TAN i CRUSHED & FILLED CHD DATE 3 DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number: 6744-002- 4016 -4 PERMIT NUMBER : Permit tea APPLICANT: : , ,: Property owners full name AGENT: - - Pro er'S i MAILING- ADDRESS: P.O. }ot..o street mailing address4or ai LOT; BLOCK, SUBDIVISION Lot, Ellotiktfrict Sub isian f- dry." PROPERTY ID#: 27 chara €ter number for property. (pr � appraiser ID # or GtS'Is COUNTY HEALTH DEPARTMENT CHECKS [X[ ITEMS NOT IN COMPLIANCiE WITH CONSTRUCTION PER STATUTE OR ;RULE. INFORMATION-IS COMPLETED BY CHP ON;:FOLLOWING_ITI;MS: 1 ' ', TANK SIZE TANK MATERIAL (concrete, #bergiasa, etc) " OUT ET FILTER (manufacturer,`makex tod LEGEND. (manufacturer code) DRAINFJELD AREA (square feet) DISTRIBUTION BOX /'HEADER ,(check box) NUMBER" OF DRAINLINES..(nurn installed) SYSTEM ELEVATION relatiot4 to BM) DOSING PUMPS .(number installed)' SETBACKS (record actual setbacks in ft) SETBACKS OTHER (as required) (date stabilized), CONTRACTOR (cone it allin ADDITIONAL I NORMATION (as required) ENT TANK PUMPED (date ) " TANK ORLISNED AND FILtED.(date) , EX EXPLANATION OF VIOLATIONS: -_, R td °number, explanation of Violation, and= required OONSTRU IO APPROVAL: Car rl ov or disapproved, CHAD signature antl e, Circe. approved or disproved. CHCD s ntd the CID has confirmed that building construction' pecrfica €mss su ited with the permit appficati ELEVATION 'WORKSHEET ELEVATION OF BENCHMARK OR FERI ,, EXISTING GROUND TOP OF AGO HI RI, Fit fSHOT [ S Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/03/2008 Inspector: ( Owner: ARENAS, JORGE Job Address: 623 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement 0 Block: Phone Number Parcel Number 1132060171870 Lot: Building Department Comments NEW STORM PANNEL OVER NEWLY INSTALLED WINDOWS E� ®LV* Passed ir Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, September 2, 2008 Page 2 of 2 January 20, 2006 Building Official Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 u a E. M. Mora - Architect, L . Re: Mr. & Mrs. Arenas Residence Addition 623 Northeast 97th Street Miami Shores, Florida. Building Permit # 05 -1368 Date of Inspection — 01/20/06 Inspection of Reinforced Masonry Cells and Concrete Tie Columns Dear Building Official: This letter shall serve as confirmation that based upon visual observation and inspection, the reinforced masonry cells and concrete tie columns were installed as per the permitted construction documents and the minimum requirements of the Florida Building Code. Should you have any questions, please do not hesitate to contact us. Sincerely, Eusebio M. Mora, R.A. Fl. Lic. #0011732 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch@bellsouth.net LOCATION MAP (N.T.S.) NE 98g'sree PROPERTY ADDRESS: 623 NE 97 Street Miami Shores, Florida 33138. LEGAL DESCRIPTION: Lot 15 and the West i of Lot 16, Block 101, "MIAMI SHORES SECTION FOUR ", according to the plat thereof, as recorded in Plat Book 15, at Page 14, of the Public Records of Miami -Dade County,, Florida. FOR: JORGE G. ARENAS & TINA M. ARENAS. CERTIFY TO: JORGE G. ARENAS & TINA M. ARENAS. MARTINF7- ESTEVE & LOPEZ- CASTRO. FIRST AMERICAN TITLE INSURANCE COMPANY. N-ORTHSTAR MORTGAGE COMPANY, its successors and/or assigns. SURVEY•R'S NOTES- 1) This survey was conducted for the purpose of a'Boundary Survey' only and is not intended to delineate the regulatory Jurisdiction of any federal, eats, regional or local agency, board, commission or char entity. 2) The accuracy obtained by measesments and caioulations on this survey, meets and exceeds the Minimum Technical Standards requirements for a Stkurbern area (1 1001 In 7,600 feet) as specified in Cdr (31017 -6, Florida Administrative Code. 3) This Survey does not reflect or deterrrtne ownership. 4) Legal des r, subject to anydadiCadone, ftr, ito&An, neebiak,ns reservations or eatements of record. 6) Examination of the Abstract Wilde le will have to be made to determine reoorded instruments, lf art' affecting the properly; search of Public Records not performed by this cede. 3) No effort was made by this office to locate any underground uSities and/or structures within or abutting the subject property. 6} The survey has been prepared for the exolusive as of the entities named hereon only and the certificatexis hereon do not • Bodoni to any unnamed pry. 9) This auivay was prepared for a Abram Transaction only; Not to be used for design end /or do purposes without the consent of this office. • • • • • 10) Uaiy fad within Utility Easements not noted as violations. • • • • • • 11) Driveways or portions thereof within Roadways not noted as violations or • • • • • • 12) Foundations endlor footings underneath the ground surface that may cross beyond the boundary Ore of V, Rare) •r•degcrdae� • parcel are not einown. • • 13) Ali Iron Pipes or Re -Bard found and shown an the sketch of • • • • 14) Fence ownereh determine by dual means only pt any); ownership not determined. stated. • • • i • • i 16) No search of records was made by this Arm beside the record plat therefore we do not imply or accept reaponsibi0ty for any Easement, Dedication or Ltr,dtutkm for which information was not Mudded. ••• 16) Contact the appropriate authorities prior to any design work an the F r1ed parcel for Building � Zonir • • • • 17) Professional Land Surveyor and Mapper in rule charge: ROIardo CAS LS 4312, State gl todd .! • • • • • • 16) This survey Is not vatic! without t the donates and the rased eel d a Florida Licensed Land Surveyor ai Mappers • • • • • • I hereby certify to the above named Amt and/or petters that the 69cetoh of Survey of the described property is true and correct to the be et my knwutedde slid belief, as re enth surveyed end platted under my direction; also that rneete the Minimum Tedsricai Standards set in Comer 61017 -6, Rorie Adminletrathe Coda, pura Jant to Section 472.027 Florida'•a101uIsuk. • • ©s° 2-2-6S0-1 ,ZOZ y 4 1 e% JOB NUMBER fit ETC? NUMBER DRAWN BY R/W () (R) () F.LP. FDA' F.N. 1 EC.UNB.S&.D cja DATE: • _ • ••• • •:• • ;• •• • ••• ARBRE ATIC)NS RIGHT OF WAY MEASURED RECORD CALCULATED FOUND IRON PIPE FOUND RE -BARD FOUND DRILL HOLE FOUND NAL CONCRETE OCC� AND SiUCC0 CATCH BASIN TYPICAL CENTER LORE MONUMENT UNE PROPERTY UNE ENC. C.LF. W.F. CONC. C.P. W/M W.P. LP. P.C.P. P.I. P.C. P.T. U.E. D.M,E ENCROACH CHAIN UNK FENCE WOOD FENCE CCINCETE CONCRETE POLE FIRE HYDRANT MAN HOLE WATER- METER WOOD POLE UBHT POE PERMANENT CONTROL POINT POINT OP INTERSECTION POINT OF COMMENCE POINT OF TANGENCY u11uTY EASEMENT DRAINAGE AND MAINTENANCE EASEMENT • PREPARED Sr INC. • - ► •GUI ®1 ER C • • LAM) Sl1RVEY14G — LAND PLANK 4G FLORIDA DERTIFIDAIE OF AUTHORIZATION / LB 4507 9350 S.W. 22ne TERRACE MIAMI, FLORIDA 33165 • • (305) 220 -0073 • • • • • 0• • ••• GS -1312 BY: ROLANDO ORTIZ LS 4312 OR: RICARDO ORTIZ LS 5629 PROFESSIONAL LAND SURVEYOR & MAPPER, STATE OF FLORIDA. SKETCH OF SURVEY SCALE T° m lo,0o' ACCORDING TO THE NATIONAL FLOOD VVSAANCfs PROC*lA 4 THE SUBJECT PROPERTY FALLS IN FLOOD r , • • 4• • No :• PANEL No: SUFFIX' DATE OF TIM: FIRM ZONE BASED FLOOD ELEV.: 5 • •- . •• ••• •:• • • 0093 7. January 20, 2006 Building Official Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Mr. & Mrs. Arenas Residence Addition 623 Northeast 97th Street Miami Shores, Florida. Building Permit # 05 -1368 Date of Inspection - 01/11/06 Inspection of Concrete Foundations Dear Building Official: E. M. Mora - Architect,.. This letter shall serve as confirmation that based upon visual observation and inspection, the conventional footing and isolated concrete pad foundations were installed as per the permitted construction documents and the minimum requirements of the Florida Building Code. Should you have any questions, please do not hesitate to contact us. Sincerely, Eusebio M. Mora, R.A. FL Lic. #0011732 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch@bellsouth.net Miami hores 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. 9---1705 It (k\ Master Permit No. Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) Oar G bv Owner's Address City Lb Ail ► State Tenant/Lessee Name Mechanical Roofing Phone # Zip aS /i Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -If ade Zip Is Building Historically Designated YES NO V/ Contractor's Company Name .N...13z.Wiliz. �6:, ' ..Phone # Z X22 Contractor.'.s Address. MOO R...1() AVN, �► �._._. 3i \Q zc City 2. State Zip aj \.r1 Qualifier � Aq..k G () ',State Certificate or Registration No.�d919096, 1 �.J A/6- 9l Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ['Addition Describe Work: Certificate of Competency No. Phone # coo ['Alteration Square Footage Of Work: / dNew_ 1, Repair/Replac E] Demolition * * * * * * * * * * * * * * * * * *,� * * * *,� * *,�* Fees ,� * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 3Jd Notary $ 5 < 00 Training/Education Fee $ D. elt✓ Scanning $ 3 - CO Radon $ CCF $ O • 2..© . CO /CC Technology Fee $ °o. Zoning Bond $ ; W- 00 Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ �' (Continued on opposite side) Bonding Company's Name (if applicable) YN. 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 e abs uch posted notice, the inspection will not be ap oved and a reinspection fee will be charged. Signature pn� Signature Owner or Agent ' .tractor The fore g instrument was ackno Iedged befor me r The fore oing instrument was acknowledged before me this day of 4 20 �`, by 0_ 0, 7 7 P . • day of Viir n , r' , 20 by (D4I who is personally known to me o who as produced who is personallyhii wn to me or who has produced As id ic. -.'on and who did take an oath. as identificatio NOTARY PUBL Sign: Print: NOTARY PUBLIC: Sign: Print: My Commis who did take an oath. * ;********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 %p 61,- -Plans Examiner Engineer Zoning STATE OF FLORID: DEPARTMENT OF HEIALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ [ ]-Repair [ ]Abandonment 9CENTRAX #: 13- SG- 26873 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 05 -3444- N ]Holding Tank [ ] Innovative Other ]Temporary [ NA APPLICANT: Arenas, Jorge & Tina AGENT: SA0990924, Suarez Guillermo PROPERTY STREET ADDRESS: 623 NE 97 St Miami FL 33138 LOT: 15 BLOCK: 101 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 3206 - 017 -1870 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT. APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1050 ]Gallons SEPTIC TANK MULTI- CHAMBERED /IN SERIES: [Y ] A [ 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ R [ A I N F I E L D 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM 0 ]SQUARE FEET SYSTEM TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED CONFIGURATION: [ N ]TRENCH [ Y ]BED LOCATION TO BENCHMARK: C/L of NE 97 St El.:9.56' NGVD ELEVATION OF PROPOSED SYSTEM SITE [ 12.7 ] [ INCHES BOTTOM OF DRAINFIELD TO BE [ 42.7 ] [ INCHES FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: OTHER REMARKS: [ N ]MOUND [ N [ N ] ] [ BELOW]BENCHMARK /REFERENCE POINT ] [ BELOW] BENCHMARK /REFERENCE POINT [ 72.0 ] INCHES 1.- Install 1050 gal. category -3 septic tank equipped with an approved filter. 2. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. 3.- Install 571 sf of drainfield in bed configuration. 4.- Install 42" of slightly limited soil @ the bottom of drainfield. 5.- Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed. 6.- Invert elevation of drainf to be no less than. 6.50'• NGVD. 7.- Bottom of drainfield elev =tion t• •e no less than 6.00' NGVD. SPECIFICATIONS BY: Andre, Paul APPROVED BY: Andre, Paul DATE ISSUED: 11/10/05 TITLE: TITLE: Professional Engin Dade CHD EXPIRATION DATE: 5/10/07 DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 001 - 4016 -0) [ostds_cons_4016 -1] Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT CONSTRUCTION PERMIT AND DISPOSAL SYSTEM Imomzum NOV 2 9 2005 CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ BYj HQ�c��y�go [ ]Repair [ ]Abandonment [ ]Temporary APPLICANT: Arenas, Jorge & Tina CENTRAX #: 13 -SG -26873 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 05-3444--N [ ] Innovative Other [ NA ] AGENT: SA0990924, Suarez Guillermo PROPERTY STREET ADDRESS: 623 NE 97 St Miami FL 33138 LOT: 15 BLOCK: 101 SUBDIVISION: Miami Shores [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 3206 -017 -1870 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASI I F THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SU kl FI I+ MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT D ';S Ni Er1MP .SHE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING RE IFOi °'PRQ?.RTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1050 ]Gallons SEPTIC TANK B D /IN SERIES: [ Y ] A [ 0 ] Gallons aHAMB •ED /IN SERIES: [ Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 571 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ Y ]BED [ N ] N F LOCATION TO BENCHMARK: C/L of NE 97 St El.:9.56' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 12.7 ] [ INCHES ] [ BELOW]BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 42.7 ] [ INCHES ] [ BELOW]BENCHMARK /REFERENCE POINT L D FILL REQUIRED:[ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: 1.- Install 1050 gal. category -3 septic tank equipped with an approved filter. 2. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. 3.- Install 571 sf of drainfield in bed configuration. 4.- Install 42" of slightly limited soil @ the bottom of drainfield. 5.- Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed. 6.- Invert elevation of drainfi to be no less than 6.50' NGVD. •• ••• • • • 7.- Bottom of drainfield elevation to re no less than 6.00' NGVD. : ; ••� •• • . •• • •• . . . • . • • • SPECIFICATIONS BY: Andre, Paul APPROVED BY: Andre, Paul DATE ISSUED: 11/10/05 •• • •• ••• •• • • • ••' TITLE: • -. . -• •.• •.• ••. .•• • • •� • • • • • •• • • • • ▪ • • •. • 000 0 • • •• .. • . TITLE: Professional Engin Dade CHD ••• • EXP�R�;PIOI iAgE•:. ro107 • • • • • • • • • • ••• • • DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 001 - 4016 -0) [ostds_cons_4016 -11 Page 1 of 2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Arenas, Jorge & Tina CENTRAX #: 13 -SG -26873 OSTDSNBR : 05- 3444 -N AGENT: Guillermo Suarez, A- LEAGUE SA0990924 LOT: 15 BLOCK: 101 SUBDIVISION: Miami Shores ID #: 11- 3206- 017 -1870 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.22 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 550 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1150 SQFT UNOBSTRUCTED AREA REQUIRED: 1143 SQFT BENCHMARK /REFERENCE POINT LOCATION: C/L of NE 97 St El.:9.56' NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 12.72 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X ]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON- POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 2. FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Mansell # /Color Texture Depth 1nYR -1/1 -n RN Finm Rand 0 to Ft 10YR- 6/9 -T. R CY T.namy Coarsen 6 tO 79 to to to to to to USDA SOIL SERIES: 15 Urban land SITE ELEVATION: 9 FT NGVD SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth 1 0YR -1/1 -n RN 'Mina Rand n to Fi 1 0YR- 6/9 -T. R (Y T.namy Cnaren 6 to to to to to to to USDA SOIL SERIES: 15 Urban land OBSERVED WATER TABLE59.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [ PERCHED ESTIMATED WET SEASON WATER TABLE ELEVATION:60.00 INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING Replacement /0.70 DEPTH OF EXCAVATION:72.0 INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECZF•Y). . . REMARKS /ADDITIONAL CRITERIA: • • .. . . :: . " .......... •• ••• •• • • • ••• SITE EVALUATED BY: Guillermo Suarez DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 003 - 4015 -1) [ostds_eval_4015 -3] ••• ••.DATA►.• •6q'29,hQ5 ... • • •• • • • • •• . • • • • • •• • • • ••• ••• • • • • i• • • • • Page 3 of 3 ••• • • • • ••• • • • • • • • • • ••• • • • • •• •• • • • • • • ••• • • •• •• • • ••• • • STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Arenas, Jorge & Tina CENTRAX #: 13 -SG -26873 OSTDSNBR : 05- 3444 -N AGENT: Guillermo Suarez, A- LEAGUE LOT: 15 SA0990924 BLOCK: 101 SUBDIVISION: Miami Shores ID #: 11- 3206 - 017 -1870 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S ;• ; ;_: •4. W: 44.1 • 'G • u •U • PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.22 ACRES TOTAL ESTIMATED SEWAGE FLOW: 400 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 550 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1150 SQFT UNOBSTRUCTED AREA REQUIRED: 1143 SQFT BENCHMARK /REFERENCE POINT LOCATION: C/L of NE 97 St El.:9.56' NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 12.72 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X ]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON- POTABLE: N/A FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT POTABLE WATER LINES: 2. FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Mansell # /Color Texture Depth 1 OYR- q/S -n RN Fi nA Santa 0 to Fi 1 f1YR- 6/7 -T. R CCY T.namy C'naraa ti tO 77 to to to to to to USDA SOIL SERIES: 15 Urban land SITE ELEVATION: 9 FT NGVD SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth 1 fvR -' /q -n RN Fi new Sand f1 to 6 1 OYR- 6/7 -T. R (ZIT T,namy f'.nariaA 6 to to to to to to to USDA SOIL SERIES: 15 Urban land OBSERVED WATER TABLE59.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [ PERCHED ESTIMATED WET SEASON WATER TABLE ELEVATION:60.00 INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING:Replacement/0.70 DEPTH OF EXCAVATION:72.0 INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPEC.) Y1 REMARKS /ADDITIONAL CRITERIA: • • • • .. ••• • ; • •• • . . • • •• ••: ••s • • • • •• •• • • • •• SITE EVALUATED BY: Guillermo Suarez DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 003 - 4015 -1) [ostds_eval_4015 -3] ••• .•.DA•Hs ••9 /294P.P..• •• •• • .• • • • • • • • !• • • • • Page 3 of 3 ••• • • • • • • ••• • • • • • •• • • • • • • • ••• •• 00 • ••• ••• ••• •i Miami Shores Village Building Department 10050 N.E.2nAtrygnue orida 33138 Tel: (3Q5)1, 2Z0 A44 "a(S a�"/5 .8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Permit No. L J Z-O 1 aster Permit No. 05 i co Plumbing Mechanical Roofing ZMI6. Owner's Name (Fee Simple Titleholder) x \R..4 .os , 0,LC,,re- Phone # (S073) SO Owner's Address WIZ lW c-1 s a City kM, Tenant/Lessee Name s State Zip 3:3‘ bri Phone # Job Address (where the work is being done) ( V3 a City Miami Shores Villa e County Miami -Dade Zip 3'i '( Is Building Historically Designated YES NO, Contractor's Company Name ,01 ' c 4JA Phone # Contractor's Address / 10 —e- C - City /5 ' State Zip Qualifier ,tp J / State Certificate or Registration No. eg. .. 0013 Certificate of Competency No. 9.5-.1.r 6 0O 9 Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: ' We c D , 330/0 $ Value of Work For this Permit t 3076' Type of Work: (Addition DAlteration [New ❑ Repair/Replace '❑ Demolition Describe Work: `? 2(E)3 m ®: � . ti e ft— A 5 CCV * * *** * * * ** * ** ** * ** * * * * ** * * ** Fees * * * * * * * * * * * * * * * **** * * ** ** * **** Submittal Fee $ Permit Fee $ /48. CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ ` 340 . (8 (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 a ,roved and a reinspection fee will be charged Signature tA- Owner or Agent The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced who is personally known to me or who has produced Contractor The foregoing d strument was acknowledged before me this 4 day of F ' , 20,c by NOTARY PUBLIC: Sign: Print: As identification and who did take an oath. as identition and who did take an oath. NOTARY PUBLIC: Sign: 49.�t.J Print: My Commission Expires: *** **** * * * * ** *** ** sir********* ** *** ** * * * *** * * * * * ** * * * * *** * ** ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY chc 05/13/03 pRY PpB LUIS FERNANDEZ =t ,1 * MY COMMISSION # DV 348468 My Commission Expires: N `;:: ! , % EXPIRES: November 7, 2008 * * * * * * * * * * * * * * * * * * * * * ** *** * * * ** * * * * *h * * Budget * * ** * * *, * *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 411° L'c..5' Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS H. OBTAINED, THE.E?WNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.} PLUMBING ELECTRICAL MECHANICAL TEM ATH TUB UNIT FEE ITEM UNIT SWITCH OUTLETS j', FEE ITEM SPACE HEATERS UNIT FEE IpE LIGHT G-T OUTLETS CENTRAL HEATING ISHWASHER RECEPTACLES ; A/C {WIND} ISPCGAL SERVICE TEMPORARY A/C (CENTRAL.) RINKING FGJNTAIN SERVICE SIZE IN AIFS DUCT WORK LOOK FAIN SERVICE REPAIR/} TES CHANGE REFRIGERATION REASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING NTERCEPTOR RANGE TOP UNDERGROUND TANKS OVEN ABOVE (ROUND TAMS .AVATORY TRAY WATER HEATER U.F. PRESSURE VESSELS .;UNDRY ;LOTHES WASHER MOTORS 0- 1 H' STEAM BOILERS ;HOWER ROTORS OVER 1- 3 HP NOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 Ha TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW RE I,NSP,ECT J DN WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIWING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS ,'SIGN TRANSFORMERS UTILITY-SEER SIGN TIME CLOCK UTILITY -WATER F I XTLRES SEPTIC TANK ANTENNA RELAY I TELEVISION CUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUhF & ABANDON SEPTIC TANK RE INSPECTION SOAKAGE PIT CU. FT. • . CATCH BASIN D I SCHHA+RGE WELL DOMESTIC ELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM' GAS RAZE METER SET (GAS) GAS PIPING Z.0° 06' .it2(7 "1 cot r X 2 ��V Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/28/2008 Inspector: Devaney, Michael Owner: ARENAS, JORGE Job Address: 623 97 Street NE Miami Shores Village, FL 33158- Project: <NONE> Contractor: CARIBE ELECTRICAL CONTRACTOR INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060171870 Lot: Phone: 786- 412 -0067 Building Department Comments PROVIDE LABOR AND MATERIAL FOR NEW ADDITION FEB 2 9 2008 Passed Inspector Comments cc ,Ijr,..."1 f F ,71f7.67.e'2e, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, February 27, 2008 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 GP0( Inspection Date: 02/28/2008 Inspector: Grande, Claudio Owner: ARENAS, JORGE Job Address: 623 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ARENAS CONSTRUCTION Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: New Block: Building Department Comments Phone Number Parcel Number 1132060171870 Lot: Pho e: 05- 759-4438 /) 3 BATHROOMS FOR ADDITION FEB 2 9 2A8 ," pe o Comments i '' Passed / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, February 27, 2008 Page 1 of 2 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 Electrical Permit No. Pi Q I- 1 Master Permit No. 0 65-- /36 Owner's Name (Fee Simple Titleholder) 3c- c g , -t-, P h ne # Owner's Address (213 T' State Mechanical Roofing Tenant/Lessee Name Zips 3 3 1) Phone # Job Address (where the work is being done) City Miami Shores Villa • e Is Building Historically Designated YES County Miami -Dade NO Zip Contractor's Company Name ,, AsPs Z�‘.� 0 „) (1\A' one # Contractor's Address City State Qualifier Zip State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 7( 4 r) Square Footage Of Work: Type of Work: ddition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: 02 qt- tom, 1 A) p`g tap Ptm (-r2 OAS Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Code Enforcement $ /f° Radon $ Zoning CCF $ CO /CC Technology Fee $ Bond $ Structural Plan Review. $ Total Fee Now Due $ 1 q 4 q-0 (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 certed copy of the recorded notice of commencement must be posted at the job site for the fir, 1 inspection hich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection ill n., be a.,roved and a reinspection fee will be charged Signature The fore I Owner or Agent of g instrument was acknowledged befo -ter day of ) who is personally Signature Contractor me thi�/s5 . The foregoing instrument was acknowledged before me this 1" l(V )day of , 20 , by to me or who h,; ; •roduced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTA Sign: Print: My Comm Sign: ommission # = DD2319 SL Print �Q 10 F �o�":�� ion Expires: Bonded Dill My Commission Expires: Atlantic bonding Co. lac" * * * * * * * * * * * * * * * * * * * * * ** * * * * ** * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 11147 � Plans Examiner foc Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/15/2006 Inspector: Grande, Claudio Owner: ARENAS, JORGE Job Address: 623 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALFRESCO AIR INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060171870 Lot: Building Department Comments Friday, May 12, 2006 Page 2 of 2 Passed Inspector Comments r '_v Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, May 12, 2006 Page 2 of 2 Miami Shores Village Building Department 4" 0e PM 4 ka(ao. Tel: (305) 795.2204 Fax: (305) 756.8972 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 0 BUILDING ..: � G � II � � PERMIT APPLICATION"' 2006 FBC 2004 A 0 Permit Type (circle): Building Owner's Name (Fee Sim , le Titleholder) Owner's Address BY: - Electr'c � �S 0 Permit No. M C Master Permit No. P e) . % 3C. �n 15 izi� Plumbing lone # echanical Roofing City Tenant/Lessee Name State Zip Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name Contractor's Address City . z�� State i� �r!'� Zip —B 3 / � � Qualifier Name p�'� � f, C Phone # 5, :� i+ 2 /7 /iI State Certificate or Registration No. 2, gi � � �/3 S/,..) Certificate of Competency No, Oce/C9ce) NO Phone #3 5 �3 2 Architect/Engineer's Name (if applical}ile) Phone # Value of Work For this Permit $ �• ceD Type of Work: ['Addition ❑Alteration Describe Work: e\ Square / Linear Footage Of Work: w ❑ Repair/Replace 0 Demolition *************************************** * * * ** ******* * ** * ** * * * * * * * * * * * * *** * * ** * * ** ** Submittal Fee $ - -- 0 Permit Fee $ V 0 CCF $ CO /CC Notary $ - 00 Training/Education Fee $ Scanning $ 3. OD . Radon $ Bond $ Code Enforcement $ Technology Fee $ 5 • ZS DPBR $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ c Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent 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: Contractor The foregoing instrument was acknowledged before me this 5J' day ofAi . 1 L , 26►- ?byA C jChl a4Lv -z who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC, t6lasI Sign: Print: • My C s 7 +` fission Exp * * * * * ** * *, * * * * ** * * * *** * * * * * *, * *** * ** * * * * ** * ** * * * * * * * * * * ****** * ** * * * * * * * * ** * * ** *** ** * ** * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) 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. 1 F O5 i 2- L Master Permit No. 5'3i Permit Type (circle): Building Electrical Plumbing Mechanical (Roofing Owner's Name (Fee Simple Titleholder) MO. Phone # Owner's Address G Z 3 Wit✓ '°` City a Ai . s State da=l. Tenant/Lessee Name Zip 33t��i° Phone # Job Address (where the work is being done) ba3 f ari &1-- City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company N me X� a a el ROOfY\S Phone # 305 951-1-019 1 Contractor's Address Vi 0 t O)( 53105i City M 104V1 State Zip 33153 Qualifier ca ka,WOJ State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: jAddition - ['Alteration [New ❑ Repair/Replace ' \ " C_ Phone # Square Footage Of Work: Describe Work: u3 3 r all --S co ro e same 60101- c tx y-4-i le aA Imo sys em S L 1ve-w ra.. +ton * * * * * * * * * * * * ** * * * * * *� * * * * *1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ w- CCF $ 5• (40 CO /CC. Notary $ Scanning $ Code Enforcement $ Structural Plan Review. $ Training/Education Fee $ 1.6) Technology Fee $ Radon $ Zoning Total Fee Now Due $ 3C, l 0 (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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent 9 The f oirirg instrument was acknowledged before me this I Li The foregoing instrument was acknowledged before me thsi n Li day , 2 t$_. by , day of by CU `" who is personally own to e or who has produced who is personally own o me or who has produced Signature 4114 Contractor NOTARY P Sign: Print: My Com Sion Expires: tification and who did take an oath. entification and who did take an oath. NOTARY PUBLI Sign: Print: APPLICATION APPROVED BY: Chc 05113/03 Tied My Co u ssion Expires: * * * * * * * * * * * * * * * ** * * * ** * * * * * *p* * * * * * * * *, * * * * * * * * * * * * ** Plans Examiner Engineer Zoning WOOD DECK SYS'P>c.Yi LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply "4 6 when used as a mechanically fastened base w anchor sheet. 2. Minimum y/," Dens Deck or 1/2 Type X gypsum hoard is acceptable to be installed directly over the wood deck. GENERAL LIMrrATIONS: I. Pine classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire radar of this product. 2. Insulation may be installed in multiple layers. The first layer shall he attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening patient of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully muppexl. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidclap and one down the center of the sheet allowing a contimucus area of ventiladon. Encircling of the gips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall he a mittitnutn rate of 12 lbsJsq. Notes Spot attached systems shall be limited to a maximum (teslga presrntre of -45 pat, S. Fastener spacing fur insulation attachment is based on a Minimum Characteristic Fence (IP value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as freld- testrd, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical enactment of anchor/base sheet or membrane attachment is based on a mminimtuufastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be lees than that require!, as determined by the Building Official, a revised fastener spacing. prepared, signal and sealed by a Florida Registered Engineer, Architect. or Registered Roof Cousultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken front Testing Application Standards TAS 105 and caleulations.in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased its; both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #11 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind loud rcluiretne nts. 9. The maximum designed pieSSUre limitation listed shall be applicable to all roof pressure zones (1.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation Is specifically referred within this NOA, General Limitation #7 will not he applicable.) 19. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Mule 9I3 -72 of the Florida Admiaistnitive• Gale- • END OF THIS ACCEPTANCE. • • • • • •• •• • • ••• •. •• • • • •• • • • ••• ••• ••• • • • • • • • • • ••• • • • • • • • • • •• • • •• ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • •• •• • • • •• ••• • • • ••• • • NOA No: 03- 0501.02 itpiratton Date: 11/G6/08 Approval Dale:10123/03 Page 32 of 32 tt " f ROOF COVERING MATERIALS (TEtff) - ROOFING SYSTEMS (TGFU)- Continued Base Shoot (Optional): One or more Layers Type 61. 62 at G3. Membrane One or more layers of "Ruberoid Tank" (smooth or granule). "Ruberoid Torch Plus" (granule). 'Ruberoid Mop' (gwrwle) or "Ruberoid Mop Plus' (granule). Coatings Karnak No. 97, t -1/2.3 gat/Sq. 4. Oulu C•1S/12 Incline: t/2 Insulations One or more layers petite: glass fiber. isocy uxnate, urethane, perlite/isucyanurafe composite, petite/urethane composite, phenolic. 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheets One or assn layers of typo 6 o/ T 63. Pty Sheet (Op tirusal): One or mum layers Woe 61. Membrane One or lure layun of "Ruberoid Torch" (smooth or granule). "Ruberoid Torch Flue" (raisin), "Ruberoid Mop' ( smooth or granule) Of "Ruberoid Mop Phis" ( granule). Surfadng$ Karnak No. 97, l -1/2 - 3 YAM- S. Decks NC Iodine 112 Base Sheet (Optional): One or more layert of Type 61. G2 or G3. Membrane Otis or pore layers of "Ruberoid Torch (smooth or granule). " Ruberoid Torch Plus' (grarmle). Surfadng (Optional): Karnak "No. 97" or "169' at 1.3 gal/sq or Grundy Ind. "20 F Emulsion" at 3 gal/sq. Incliner 1/2 I 6. Deck: C-13/32 erlite, glass fibor. 3/4 in. min, nsulation: One or mote Dyers p isocyanurate, urethane, pertite /isocyanurate composite. pa ( ite /urethane composite, phenolic. 1.1/2 in. min. Base Sheet (Optional)* One or more layers of type 61. 62 or G3. Membrane One or more lams d "Ruberoid Torch (smooth or granola). "Ruberoid Torch Plus" (vale), "Ruberoid Mop' (smooth or granule) or "Ruben&! Mop Plus" (granule). Surfadngi Gravel. Incliner 1/2 7. ado C45/32 pass Insulation (Optional): One or more layers partite. wood fiber, g Rber. tun yanurate, umthane, pe•dite/isocyatrurate composite. polite/ urethane composite. wood fiber/isocyanurate composite, phenolic. Base Sheets Two or more layers of Type G2 or G3. Ply Sheet (optional): One or nrure layers of Typo 61. Membranes One or more layers of 'Ruberoid Torch' (smooth or granule), "Ruberoid Torch Pius' (granule), "Ruberoid Mop'. (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfadng: Karnak No. 97,1 -1/2 • 3 gat/sq or lna�. B. Decks NC Insulations One or more layers partite, glass fiber, 3/4 in. min. isocyanurate urethane, perlite/Isocyamrrate composite. partite/urethane composite, phenolic. 1 -1/2 in. min. Base Sheet ((0ptional)s One or more layers of typo 61. G2 or G3. Membrane:: doe or more layers of "Ruberoid Torch' (smooth or granule). "Ruberoid Torch Plus' (granule), " RuberoW Map" (smooth or granule) or • 'Ruberoid Mop Plus" (granndoe). s . Surfacing: "AL MB Alwninum Roof Coating" at _ gal/sq. 9.' Dodo C -1S/32 Incline: 1/2 Insulation (Optional)i One or more layers Diu composite, glass fiber, 3/4 enlite. • min. isocyanurate, urethane, port te/isocy urethane composite, phenolic, 1 -1[2 in. min. • Base Sheets One or more linen of Type G2 "GAF6LAS 175 Bus Sheet'. ! hot mopped or mechanically fastened in place. Ply Street* One or more layers of Type G1 'GAFGLAS Ply 4 ", hot mopped Membranes luberoid Mop FR' (granule). l ; • ' Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq or • GAF Weather Coat Emulsion at 3 gal/sq. 10. Deck C -15/32 Ttuline 1/? ( ▪ Insulation (Optional): One or more layers partite. glass titer, 3/4 in. rethane, perlite/isocyamsrate composite. petite/ i • min. isoty..... - :-,,o'-.. 1 urethane comprite. phenolic; 1 -1/2 in. min. Base Sheet* One or mars Won of Typo G2 "GAFGLAS 1175 Base Sheer', hot mopped er mechaniwty fastened in Plan. ''j - Ply Seat: One or more layers of Type GI "GAFGLAS Pty 4 ". a 'GAFGLAS • '-i Ply 6" hot mopped in place, :A {: Mensbra ro Toth R' (9ranui a.t'j. Surfacing 0 sal t GAF Meta a Ahuni" rim• Coating at 1 -1/2 gal/sq or ..:e,+ GAF Wei Cilag Egelt aC 3 )g(7 sd: -• '_ 1. Deck C -1S • • • • • • • incline 1/2 �. insulates% 1siiliinor*fl. 2 to. MRin . ufelbd fiber, polite or glass fiber, i :.. any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base.94 ee /ue or =nose l!aame�ss of GBelAFGLAS 675 Base Sheet", hot aoppe as rnecbseiesity asten Jri plait. " PIyy ShB$�tt io6aly: �u o= gsoib tech of; ype GI "GAFGLAS My 4 or 'My 6'•kot propped n plueat • • r . Membrane 'Ruberoid Torch FR' (granule). - Surfacing (Optional): GAF Fib Bred Aluminum Coating at 1 -1/2 gal/sq or iGAF Weather Goat Eawttson•at3galieq• • :', • • • • • • • • • • • • • • • • •• •• •• • •• •• ••• • • • ••• • • ROOF COINING MATERIALS (TEVI) 130 ROORNG SYSTEMS (TGFU)•-- Continued 12. Mkt C 45/32 Inclines 1/2 Insulation (Optional): tsocyanuuate, polite or glass fiber. any thickness• hot mope�dd or mechanically fastened in place. Joints offset 6 in. Bass Sheets One or more layers of Type 62 "GALAS 113 Base Shout ". hot napped or mechanically fastened in place. Fly Sheets One or more layers of Type Gl "GAFGLAS Ply 4' or "Pty 6'• tot mopped in place. Membrane 'Ruberoid Torch F8" (granule). at i•1/2 gap/,q or Surfacing (Optional): GAF fsbernd Aluminum Coating GAF Weather Coat Emulsion 41 3 �jat /sq. 13. Bodo NC • Iodine: 1/= Insulation (Optional): Itocy..nurate, wood fiber bout palate, gla%S fiber. any thl.kutest, hot mopped or mechanically fastened in plait. Joints Wu! 6 in. Base Shy One qr more layers of Type G2 "CAMAS $JS Base Shoot ". Ply Sheet (Optional): One nr more layers of Type 61 "GAFGI AS Pty 4" or "i'ty 6" hot mopped n e. Membrane "Ruberoid lurch FR' (granule). Su (Optional): 'GM Tibered Aluminum Coaling' at 14/2 gal/44 or �ther Coat Emulsion at 3 gal/sq. 1/2 14. Decks NC " r<it las+ Insulation (Optional): t.ocyanurates wood fiber board. pas e, fibet any thickness, hot mopped or mechanically fastened in pla..e. Joints offset 6 in. Bus Seeta One or more layers of "GAFGLAS 1175 Base Sheet', hot snapped In place. ply gon8 (Optional): Ono or more layers of 'GAF GLAS Pty 4' or "Pty 6" Membrane "breams 'dud Torch FR' (granule). • at 3 gal/sq nr Surfadnn��gg (Optional): GAF Weather Coat Enastsion applied 0 i GAF Mimed Aluminum Coating at 1 -1/2 gal/sq. Dodo C -1S/32 inclines 1/2 Insulation (Optional): Perlite, fifer glass, isocyanurate. urethane, petite/ isocyanurate composite or phenolic. Base Shoot One a mare layers Type G2 or G3 base sheet. tot mopped or mechanically fastened. Gl, pot mopped in Place. Pty Sheet (Optional): One or more layers Type . ha Fm' (ped in l • Membranes "Ruberaid Mop FR' or "Ruberoid Mop '. Dada C -15/32 Incline 1/2 • Insulation (Optional): Perite, filer glass, isocyanurate, urethane. partite/ isocyanurate composite Of phenolic, offset 6 in. from joints. Base Sheet One or more layers of Type G •2 or 6 -3 base sheet, hot mopped or mechanically fastened. G_i, hot mopped in Ply Sheet (Optional): One or more layers of type • Membrane: One Layer of "Ruberoid Torch' or "R =rberoW Mop' (smooth). Membrane One layer of "Ruberoid Torch Ill" or 'Ruberoid Mop Pr (geode) 17. Dodo 14C Incline i • •• Insulation (0 pti oral) s fiber glass woad fitut4 isacyanurate urethane. perlite/isocyannu phi ate composite or hot mopped Sheets One or man layers Type G2 a G3 base shed, • or nedtanicatly fastened. in Pty Sheet (Optional): one or more la Type G1, hot mopped pea ce. Membrane One tayor of "Ruberoid Mop FR or 'Ruberoid Mop 170 FR" 16. Dods NC Incline 1/2 Inwiation (Optional): Partite, fiber glass, wood fiber, isocyanurate. urethane, pedite/i'"ocyanurate composite or phenolic. G -3 base Base Sheet (Optional): Oro err mare tayars at type 6•2 a Ply S mopped (Optional): One aimare layers f Type 6.1. hot mopped in PLY wee* • n One layer of 'Ruberoid Torch' (smooth), "Ruberoid Mop" Membrane* One layer of ' Ruberoid Torch FR", "Ruberoid Mop FR' ur 'Ruberoid Mop 170 fa' (granule). 19. Delp NC Incline 1/2 fiber. Insulation (Optianat): One or man layers of p edi to, glass ate, lifetime: perlite/bsa;anurats composite ur ptera1ic any t�t o ad a ushered with Base Sheet: One ar store pilot rl or 62. hot napped Karnak Chetah al Co. "No. 81" or ?iibson•Homan 'No. 6160' cold applied adh.r.iee at 1 -1/2 gal/sq. Ours layer of� "Ruberohl Mop FR' or "Rub roil Mop 170 FR" (Tanta), trot mopped or adhered with Karnak Chemical Co. "No. 81' or Grbsun- Noman'14o. 6160' cold applied adhesive at 1 -1/2 ga(/sq• 20. Delp C -13/32 Incline 1/4 Insulations Polyisocyanurate, any thickness. B ase Sleets "GAFGLAS 675' (Type 62), mechanically attacked. LOOK FOR MARK ON PRODUCT Florida Building Code Edition 2002 h V = • Hurricane Zone Uniform Perm(t ;;. icatlon Form. Section A °General Inf • = t Master Perndt No. Contractor's Name Job Address ti Low Slope ❑ Asphaltic Shingles E New Roof Process No. 4,:v &I d.< R D • b23 NE q7+113f ROOF CATEGORY ❑ Mechanically Fastened Tile Metal Panel/Shingi = s Shingles/Shakes !TY I' Morta dhes a Tile 0 Prescriptive BUR -RAS 150 ROOF TYPE ❑ = e- Roofing ❑ Recovering Repair ❑ Maintenance ROOF SYSTEM INFO ' ` TION Are there Gas Vent Stacks? Yes❑ No CI Type: Natural ❑ LPGX ❑ Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 400 I 5SO Section S (Roof Plan), Sketch Roof Plan: illustrate ail levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sects ns and levels, dearly Identify dimensions of elevated pressure zones and location of parapets. inspri ■MMrr ■rr ■MSrM ■rmommu1rmrp1■inp ssinnom ■r■rrr■r! plimonmamr■r ■■I■MIMM■11■M r■tmM■IM■IMil1■ruf■mem r1■■ ■ ■ r IMMMRrMrrrMORMri aiNl:aUREMMM ■Mi, i11MSEE1ROrMMMMMirr■ ■ri ■rMl i simurr:` r; i i M irk i l 1■1rM1S■Mr rM11 MMr owsu i1M'IrC1:!.'C:5 Ia uuMRUNRI sa: ::S i• m::: • is :: MS: RNINM M �:■r► aui • ::: RC:M MOSMOMMMSlrrliMr r ■I. 1r•MMili:MM:Mrr: Mr:M . Iriii PWousOir nLIMOLmalmom :uuuauuruuiiuirl ■ i .iu.uMMM■ri uuM 1!111 M.. l ; ■ ■ ■ ■ ■ ■i4 ■ ■r ■ ■1■II ■C■ ■UIRM ■1! ■M M M M1MM1■MMM ■rMM SMM1 M■r Rrrr llaIMER NIRROMM ■1■MM■M1MMM1 r ■ ■I■ ■r1M1■ ■■1M1M RM11 ■M11 ■■r■1i■M■M1i■■e.•.1Miing na■ ■miff ■ ■ ■■ ■minim ■ ■ ■ ■M r I Mau■ ■■ 1■ ■ ■1 11�!R■11111rt�rr' M M■ M ■■ ■11■MMM11rr1M1 I1M ■MM ■M■MrrrMMS■■K. 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MauuIMSUNrai■M11MI■MM•••IUMrri: r 7 ■[1 .1 arns ft■ r ....furl ■1umm rir1C1wuM1rrOWNOrrl� ■iiu■.Mi ■■ Miu1 ■MMM rMlr ■lMS� _ rM n rir swum s. �1�f./1�1.10� r�lir r ■ ■ ■I ■ ■ ■■ rM� mr" 1i1�^r nSr Mr;:loarro MMi r ■': Florida Building Code Edition 2002 High Vebdty Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable ' 127 or RAS128 '• '• • '• "'•• • .. • • 4. Other Component Notice of Acceptances . • • 5. Municipal Permit Application •• ' • ••• 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Dddiiniihtati4ri _ _; •' • •- • • • • • •• • • •• • • • • • • • • • • ••• • • • • • • 123_01 -48 5/03 PAGE 1 •• • • • ♦ t. • • Florida Building Cods Edition 2002 Hbh Velocity Hunlome Zone Uniform Pernik Applloallon Form. ' • .Sect) • n C (Low Sloped Roof Sirstem) Fil in 8pscifio Roof Assambly Components Fast nar Spacing fOrAnchorj8ans ghat and identify Manuhitunr Attaciiment • Of a oorrrpotdsnt M not uNd, •NAB System Man (f ..•�� . *tea . •�: • .03 5ot i oa • • Perimeter. •oo e Lap, 0Rows e 6 •oa .Corr: • oo di Lap. • Rows o ` • oo - ' . Design Wind Pressures, From BM 121 or Calculations: • • PmaxL's S A p i n i m a • S r i 12 I i y Number.of Fasteners Per Insulation .d NO" Field . Perimpter _Comer Vs* po '� , Illustrate Components Naiad and d' Details as Applicable: ' • Oeugarl bau.. • 51 Q,. r �.\ • Woodblockhp, G dtar, • 'Edge .Tarminationr Snipping, Flashing, Cordinuoue cN, Cant Sbpal • ( • • i�_ Strip, ease .Fleshing, Cautgor- Flashing, Coping, Etc. AndioiIBase Sliest & No: o( Ply(s)• P I x 4265- l Mean Roof Height, Parapet Height, egui, Height of Base Flashing, Component Materiel, • Materiel Mimeos, Fastener .Yypl, • Fastener. • Sparing or Submit Manufacturers 'Details that Comply with ` 8 8: 111 and Chapter 1 • C F Mode " 811-k-men dr i N� tilber --0=).11 'iberr Insulation Bees sayer. • Base.Irion Size and ihidtrrsas;� • Base MaUlatIon Fastener/Bonding Matadi* . Top Insulation Wen . Top Insulation Sias and Th1c a Top Msulatlon Fastenerfikindhig Material: Bass Sheet(s) & No. of Ply(s) • Bas Sheet Fastener/Bonding Malerla Ply Sheet(s)& No. of PitheAFaterrondlng Top►� ..o :t�:�ITI PHtvtt f)(4 V rya I r1+• • ••• .: .... 1• 1 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform PermitApOltcetlon Form. Section D (Steep Sloped Roof System), Roof System Manufacturer: -040--&--- F°. Notice of Acceptance Number: 00 L2l c t t Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 491(9 P2: 1006 P3: 1°off Maximum Design Pressure (From the NOA Specific System): S b ie I Method of tile attachment: c)01, Y F00-M aitte61 Ve Roof Slope: :12 Steep Sloped Roof System Description, Deck Type: ype Underlayment nsulation. Fire Barrier: Ridge Ventilation? IV I p ....... • .. .. MIFr astener Type & Spacing: dhesive Type: ype Cap Sheet: . . . . . . '. . • • • • Mean.6tbd l�etghi ; :tia 1 • .... • .. • ... ... • • ... ...... • • . . • • • • • ... .... .. Wi+hIR ,S, pails 117,4 oof Covering: Type & Size D dge: sp1rt I1 3x3 jca,Jv oof Covering: Type & Size D dge: sp1rt I1 3x3 jca,Jv Florida Building Code Edition 2002 h vet • Hurricane ane Zone uniform Permit i Form Section E (Tile Caiculationsl For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwlth the values from M t. lithe Mt values are greater than or equal to the Mr valves, for each area of the room then the tile attachment method is acceptable. LL Meth J. z?. r ._try m zA. -�XLi o ent Based - Mg: — Mg: e Calculations Per RAS 127" Mri NOA Mt NOA 1111 NOA 1VIt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA ]►ft Mr Required Moment Resistance* *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area•of the root, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" = z w: = ) — W: 3: cos e: = Fr,: NOA F' (P2 : z l: = z w: = ) - W: z cos 9: = Fes: NOA F' (P3: z1• = Z w:= ) —W z cos 9: = Fre: NOAF' Where to Obtain Information Description Symbol Where to find Design Pressure P1 orP2orP3 RAS 127 Table 1 obyan engineering analysis prepared by PE based onASCB 7 Mean Roof Height H Job Site Roof Slope g lob She Aerodynamic Multiplier Moment doe to Gravity • Restrain, itta>dttRelta • • -- - ltognieedUp Ralist ' AvemueTile W = i„ • mf • Fr NOA NOA NOA Calculated NOA Calculated NOA .. • 1=leogth • • • ••• ••1/_ wkith , .�,y_,to� •Bail Official attic Moe f. y. , • • • ••• • • • • ••• • •• • • • • •• • • •. • • • • • •.• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • NOA .. •• 123_01-48 5/03 PAGE 5••• • • • ••• • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of C=hapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. PlK 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). P1K 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 19111 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the ori ginal roofing system is removed. Ponding conditions should be corrected. �1T 1 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions niay block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability. to vent natural airflow through the interior of the .strtictpre yasgetabby•(4he building itself). The existing amount of attic ventilation shall not be reduced. It Nay l befCfititl tb.Qoit,ider additional venting which can result in extending the service life of the roof. •• ••• •• • • • •• • •••.• ••• ••• *1!'r. :. �.. • •• • • • • • • •• •.• • • • • • Owner's/Agent's Signature ••• • • • • ••• • • • • • • • • • • .0 • • ••• • • • • • • • • .- • • • • • •• •• • • • •• •• ..• • • • ••• • • , Date Contractor's Signature r •. MIAMI•DADE N IAMI -DADE COUNTY. FLORIDA METRO -DADE I FLAGLER IUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fe Tile Corporation 10302 N.W. South River Drive, Bay 416 Medley ,FL 33178 BUIL )ING CODE co111PL1ANCE OFFICE METRO -DADC FLAGLER BUILDING 140 WEST FLAGIdER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 3752901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 175 -2527 FAX (305) 375 -2558 CC N ratci Oli L)NFORCE,MENT DIVISION (305) 375 -2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX 1305) 372.6339 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Aternate Materials and Types of Construction, and completely described herein, has been recommended for t.cceptance y 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 st.spend 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.: 00- 1212.06 EXPIRES: 02/01/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE Si PRODUCT REVIEW COMM 1TTEE This application for Product Approval has been reviewed by the BCCO and approlved by the Building • Code and Product Review Committee to be used in Miami -Dade County. 1orida under the conditions set forth above. Francisco 1. Quintana. R.A. [Director • •• ••• • • • • • •• • l i iant i -Dade County APPROVED: (1l,'0i/x0m ; ;•; •• f wilding Cock Compliarce Office •• ••• •• • • • •• ••• • • • • ••• • • t1, 04S00011pc200011tdomptatek%n•nce acceptance comer page.dot • • • ••• • • • Internet m:yi=gdppestsipet, s4er444141.ingcodeonline.conl i Homepnge: tIttp :. /www'.buildingcodeonline.com SANTAFE TILE CORPORATION ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub - Category: 07320 Roofing Tiles Materials Deck Tyne: 1. SCOPE This renews a roofing system using Santa Fe "Santafe `S" clay roofing tile, manufactured by Santafe Tile Corporation described in Section 2 of this Notice of Acc tptance, deigned to comply with the South Florida Building Code, 1994 Edition for Mianii-Dade Cointy. For locations where the design pressure requirements, as determined by applicable b, ilding code, does not exceed the design pressure values obtain by calculations in compliance avith RAS 127 using the values listed in herein. The attachment calculations shall (pc: done as a moment based Clay Roof Tiles Wood ',rot , rn L r .LLL burr r Atak 02 ACCEPTANCE No. It 00- 1212.06 Approval Date: Februhry 1, 2001 Expiration Date: Fcbrtary 1, 2006 system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe 'S' Clay Roof Tile Trim Pieces 2.1 Dimensions 1= 18" w= 11.5" W thick 1= varies �v = varies varying thickness Test Specifications Product Description PA 1 12 One piece high profile clay 'roof tile equipped with two nail holds. For nail -on, mortar set and adhesive set 1pplications. r Accessory trim. clay roof pieces for use at hips, rakes, ridgt :s and valle' terminations. Manufactured fcr each tile Rrofile. PA 112 COMPONENTS OR PRODUCTS MANUFACTURED BY 'OTHERS Test Product S ecifications Description Manufacturer Stainless Stec generic Product Tile Screws Dim en sions #8 x 2 -W long 0.130" shank dia. 0.178 flute dia. 3. LIMITATIONS 3.1 .2 ... • • • ••• • • • • • • • • • •• • ••• ••• • PA 114 Appendix E Fire classification is not part of this acceptance. 1F•°1 trortas c r z hesive set tile applications, a static field upl ft test shalt be performed in 2ceoQd tcr$'itifgAS 106. i Applicant•sliarretain the services 'of a Miami -Dade Cou'ity Certifi4d Laboratory to perform quarterly test in accordance with PA 1 12_aptdi. ' '. hall be :ubrnijttd to'tttr IIQMding Code Compliance Off+c ••• • • • •••. • • • • • • • • • • • • • • •• •• ••• • • • • • • • •• • • •• • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • •• •• uloaga, RRC Roofing Product Control Examiner 1 • SANTAFE TEL.E CORPORATION ACCEPTANCE No. 00- 1212.06 3.5 30/90 hot mopped underlayrnent applications may be installtd perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum duck requirer'nents shall be in compliance with applicable building code, 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with iiliami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120 4.1.2 Data For Attachment Calculations Table 2: Restorinc Moments due to Gravity - M (ft-Ibf) Tile Profile Table 1: Aerodynamic Multiplyers- 7,(ft3) . " " :12 Tile " " 5 : .12 X (fta) X (ft3) „ or Profile Direct Deck Batten Application Direct Deck — Santafe 'S' Direct Deck Battens 0.274 0.297 Table 2: Restorinc Moments due to Gravity - M (ft-Ibf) Tile Profile 2 �, .12 ,. . . " " :12 ", „ 4 .12 " " 5 : .12 6":12" 7 : .12 " greater Battens „ or Battens Direct Deck Battens Direct Deck Battens- Direct Deck Battens Direct Deck _ Battens Direr Dec Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29i 5.03 N/A Table 3: Attachment Resistance Expressed as a MomE nt- Mf (ft -lbf) For Nail -On System ; Tile Profile Tile Application Two Nails One Screw Two Screws One Screw w/ Cli. I Two Screws w/ Cli Santafe S Direct Deck 21.8 29.16' 38.28' 57.31. , 57,60 Battens 61.77 t. A ;• roved screws as noted Product manufactured . others' •• ••• : •• t t • • •: • • ::;::•;.• • • .•• •• ••• • • • •.• : • • ; •• • • • • ••• ••• • • • • • • • •• • • • • • • • ':• • .• • • • ; .... -.. , . r.. ._ 1 rf4Jt 174 SANTAFE TILE CORPORATION ACCEPTANCE No. 00- 1212.06 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS I 6.1 Application for building permit shall be accompanied by copies of the folldwing: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING SANTAFE "SANTAFE S" CLAY ROOF TILE .• • • •• : ; ••• •• • • •• : * • • . • •• • ••• •• • ••• ••• • ••• • • • • • • • • • • • • • • • • • •• • • .• • • • • • • • ••• • To • • ••• • ••• • • • • • • • •• • • •.• • • •. • �•••: ••• ••• • • • 4 Frank Zu1oai;a, RRC Roofing Product Control E.camincr • ofu4 I Hr c. I i L . UUNH FAGE 05 SANTAFE TILE CORPORATION ACCEPTANCE No.j: 00- 1212.06 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 1 Renewal of this Acceptance (approval) shall be considered after a renewal appl cation has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 1 2 Any and all approved products shall be permanently labeled with the manufact.trer'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 ot 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 thi; acceptance;_ including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation i I 'Bally 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 haskbeen requested (through the filing of a revision application with appropriate fee) and granted ,y this oficei 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 r r 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 Aoceptancc 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 apOes, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Acceptance contains pages 1 through 5 END OF THIS ACCEPTANCE • • •• ; • ••• • • • ••• •• ••• • • • • • • • • . ••• •; 1•20tf1 16 :2. FROM -ABC SUPPLY 048 '/23/01 EN 13 :08 FAI 954 578 1042 N1 AM1 AOE RO. ON t , NOTiCI; , A PTA {, Polyfoam Products, Inc. 2400 Spring- Stucbncr !loud Spring ,TX .77383 -1132 561 585 465T T -779 P.001 /008 F -260 POLTFOAII PRODUCTS, INC. Your. Application for.Notice ol'Accelnancc.(N0A). of: Twa Component Polyurcthene Fonm Adhesive under Chapter 8 or the Codc of Miami -Dade County governing the use or Alternate Materials and Types or Construction, and completely described herein, has bean recommended for acceptance by the Miami -p County Building Code Compliance Office (BCCO) under the conditions specified herein. ade This NOA shall not be valid after the expiration date stated below. BCCO the right aroduct or material at any time from a jobsite or manufacturer's plat for qua tyscontrol testing. if this )rocittct or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the ise of such product or material immediately. BCCO reserves the. right to revoke `this approval; if it is ietermined by BCCO that this product or mnteriul fails to meet the requirements or the South Florida 3uilding Code. rib 002 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER UUILDINQ DUILDINC CODCCpmstL1ANGE pFFI E mermD,ADtr TLAGLl:R BUILDING 140W551PFI,AGLCriSTRgt;l;SUITS 1603 MIAM t. n- OR113A 33130-11363 (303) 373.2901 FAX Pa,yy 375 -2905 rtlnnAl roK I-ICF.N24ir4 ttt:C11I9N (]uS1 175 -2$27 FAX nOt 373-2SsK CONY17tAC: t'OD 1:MFORCrstiwr DIVISION t]ost 373.2966 PAX MO 37549Ua enoutrCt' cowmen-DIVISION ( 1m )77s-.00« FAX OW) 37243)9 The expense ofsuch testing will be incurred by the manufacturer. ACCEPTANCE 140.: 01- 0521;02 EXPIRES: 0505/1 0(; haul Radriguax Chief Product Control Division I1t. S THE cOVF:itS1.TE1.T S nl • .11. p c .S FOR SPE 1 CONDITIONS Nr•.itAL, BUILDING C0 r1i .0 i'I2ODUCT IIF V EV/ COMMITT, This application for Product Approval has been reviewed by the BCCO and npproved by the Building Cock and Product Review Committee to be used in Miami -Dade County, Florida under the conditions se forth above. set •• ••� • • ••� • • •• . •• • • AP NIOVCM' OGI 4n41111 • • • • • •• ••• • • • • MAR 24 • • • : • • • . • 7. • • • • •• • •• •• • • • • • • • •• • v.iCi:0001\pc;G^iltem•N tc•L•ctUpcfante co,er (.a(o,dot 2 1 °rtncitco J,jQuintana.ILA. r • cnrni?D;tdc. Cotinty 1luileli gCcsIi Compliance Office ect 16:24 FROM -ABC SUPPLY 048 1 MON. 13:08 FAQ 054 578 1042 1 11 nm Prosjucts, Inc. 561 585 465T T -T19 P.002/008 F -260 POLYP0AY PRODUCTS. INC. ACCEPTANCE No. ; -f1+i tOOFING ASSEMBLY APPROVAL :ututrorv: Roofing uh- Cntegorv: RtsorTile Adhesive Approval Date .Rine )+1.200) Csxpirntion Drat:: 11,1av XL leg Oat crinls: Polyurethane SCOPE This approves Polypro® All!GO a:t mnnulbcturcd by Putyfuttnt Products, Inc. as described in Section 2 of this Notice or Acceptance. For the locations where the design pressure requirements, as determined by applicable building coda`, does not excpg4 the destbri pressor& values obtaii cd by earcurattoas ,n earnplianee With Itociirt Xpp�cARran Standard RAS 127, for use with approved t1at, low, and high protilc roof tilts system using PolyproaD Ali 160. Where the attachment calculations arc done as a moment based system for single patty placement, and as nn uplili based system for double potty systems . PRODUCT DESCRIPTION . Manufactured by Test rrodact Applicant Dimensions S ecineogatut Digmtimum Polypro® AN 160 N /A PA 101 TWo component polyurethane hoantprott RTF 1000 N/A Dispensing Gquipmcnt ProracI R 30 s;. 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro A11160 roof the adhesive. 2.2 Typical Physical Properties: Pr�ncrty Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor • TrnnsWrissib,i : • • • Dimmvionat • • ; Stnhila ••• ••• • ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D2127 hS;[+pflE96 1iST•4) 2126 .•• •;' ••' • • • • • • • • • • • ••; • • • .. •. .•• • • • • • •• • • ••• • • .0• • •• • • ••• 0 • • • • . • •.• : . •• •S • • • .. • • 090 4' )Zeapll',8 1.6 lbsJR' 18 PSI Parallel to rise 12 PSi Perpendicular to rise 1.8 PSI Parallel to rise 0.08 Lbs./F122 3.1 farm / Inch .+0,07% Volume Change @ ..i00 r,. weeks 1.6.0 "/u Vellum:. Chan'u r j°' 1 idity, 2 week. _,� frank Zuloagn. I1.11C Product Control L-�mincr WI 003 4 15:25 FROM -ABC SUPPLY 048 , MON 13:09 FAX 954 378 1042 561 585 4657 T -TT9 P:003 /008 F -260 P0L>iF0A1ii PRODUCTS, INC. 'iuu4 o,1yrdbtn Products. Tncc. ACCEPTANCE No. : 014sS114_; Gee: The physicni properties listed shove are presented as typicsl average volutes AS determined by ncrepted ASTM test methods and are subject to normal manufacturing yarintion.• LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared hoof Tile Assembly for lire rating, 3.2 Polyproe A11160 shall solely be used with Rat, low, & high the profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120, 3.4 'Roof Tile manufactures acquiring acceptance for the use of Polyprotti AH160 roof ..tile- adhesive.witlt:their tilc.assemblies.sIall test in act ortda...ncc.v►ith.PA.,.141.._._ ..._ . 3.5 Roof Tile manufactures acquiring acceptance for two paddy placcmestt.with the use of Poiyprat® A1-11 60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, t= w Ms INSTALLATION 4.1 Polypro® A1-1160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro 01) AH160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein, The rooftile assembly's adhesive attachment with the use of Polyproe AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards fAS 127. The adhesive attachment data is notedin the roof tile assembly NOA. 4.3 Polypro® A1-1160 roof tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro® AH 160 Operating instruction and Maintenance Booklet. 4,4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyl'oam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1,0 -1.15 (A) : 1.0 (A), The dispense timer shall be set to deIiv; j.0.Q 175.10 Q 11 pounds per tile as determined at calibration, No other settings 1,h:tll b;;appto rei. ;' • . 4,6 PglypporD'4i IG0 ;jibe applied with Foampro R'I'F1000 or ProPacke 30 & 100 dispcnsint; equipment ,ly..• 4.7 I�olylarotD \1i1 I'(ib shall4iot 1 c exposcd pernrtnently 10 sunk - • . • • '.1 ••• • Frarik Zuloasa, RRC Product Control Examiner X6:26 F1101M -ABC SUPPLY 048 HON 13:09 FAX 984 578 1042 t1Y1oarn Products, Inc. 561 585 465T T -779 P.004/008 F -260 ruLtrUA. i rxuuut.44, in'... ACCEPTANCE No.: 01•0511.q. 4.8 Tiles must be adhered in freshly applied adhesive. Tile must beset within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the spate placement noted herein, Table 1: Adhesive Placement Placement Detail SI I For each Generic Tile Single Paddy Weight Min. (2rums) • Profile TilePrarte • Two Paddy Weight per paddy Min. Warne) Flat, Low, High Profile 35 N/A High Prottic (2 Piece Darrell - • ..._ ..__..ftr ............. wtI2 , ..'Wilde on- cap and ,.. n _.,.._ N/A _ . Flat Low, Hi h Profiles . 4 N/A w Flat, Low, High Profiles _ . .N3 8 • �- 5. LABELING All Polypro® A14160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system, 00000 .' •,' • • • .• •• • ••• • • • • .•• • . • • . • • ••• • • • •• • • •• • • •• •• • .:• • • :•• • : • • • . • 000 4 f rank 2utoaga, ARC Product Control Examiner • o 6:25 FROM -ABC SUPPLY 048 HON 19 :09 FAL 954 578 1042 I fo ni Produ s, Inc. Mil MOP plink HMS Ueo•pn•A1 561.585 465T rULk IuAn . T -779 P.005/008 F -260 lel) vvv ACCEPTANCE No. : - OS21AZ ADHESIVE PLACEMENT DETAIL 1 SINCLE PATTY 10 Nu Len Coast Litt Waura IIMall fink eem•r t WAWA 11 Plan erwek **Ant le adik+t 17Ie;a l . IitMl M ewa wn+ W N. w n ium enau eeniM 111 s 141 Ian emilm tpge al trot Y. 'No WW1 the Ne, 14 4� Gen; thwrIarnwpi 1 athush.a approLJ iA. up •• ••• ; • •• • •• • • •• • • ••• '• • • •• : : • • : • •• • • •, •• • M1 diMOM tom Ow Y4. 04 14 •01+4 eteM J Wa. Imes lot ark ►++asl saw wa M 114h am Ws bye t>e.um, I+1.sw anon] Woo MINI paw, ••• •••• • ••• • • • • • • • • • • : . ••. ; 26 '► FROM ABC SUPPLY 048 NON 19:10 FAX 954 579 1042 cnnt Products, Inc,. ovgh plo�dc cemehl 561 585 465T T -TT9 P.00T /008 F -260: POLYFOAN PRODUCTS, INC. ACCEPTANCE No. ; 01 • s2 0 . ADHESIVE PLACEMENT DETAIL 3. DOUBLE PATTY PAddl Morten tile) Faddy (under Ills) Has) Through plastic cement Iii VVs SINN Addy under the •1•■ Single paddy bohwen Met 1 II t 7 In. t %$dIUi oho peddy �>tw course only Single Pall 3 In. under 14e tt 3 In. h plainly on ent Single Olddy on under leymonl It noddy op al tile Fink Welphols !ew Omits Pip edoo Hill through plastic cement Singly peddy bsI'woon the 1 -61n.y 31n, Singly peddy on undrrlayment r� Single peddy vh top ofllie Eery Cloture tee Court •• •• ••• 6 .• o o i • •i ••• i * �•• • • • ••• •• • • • ••• •• • • • ••• •• • • • • • • •• • • ••• • • •• ••• • • • � •• ••• • • • • • • • • • • • • •i r' 1:Y FROM -ABC SUPPLY 048 VON .13:1U b'AS ll54 a to .u4x 561 585 4657 . ruiarui z crwmuusi, 4.m., T -778 P.008/008 F -260 vfo;trn Products, 19c. ACCEPTANCE No.: Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documenu, including test-supporting data, cngintaiiiig documents, are no older than eight (tl) years. Any and all approved products shall• be permanently labeled with the manufacturer's name, city, state, and' the following statement: "Mkuni -Dade County Product Cuntrol Approval ", or as specifically stated in the specific conditions of this Acccptancc:. Renewals of Acceptance will not be considered if: There: has been a change in the South Florida Building Code affecting dtn evaluation of this ,product and the product is not in compliance with the code changes. Ttie product is 'no loiter the » a product (idrntttat) as tilt one originally approved, c. If the Acceptance holder has not complied With ATI the requirements of this acceptance, including the correct installation of the product. • . d. Ttw engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. • Any revision or change in the materials, use, and/or manufacture or 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 fix) and granted by this office. Any of the following shalt 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. '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 ponion of the Notice. of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other doctimolts, 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. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance, This Noticc of Acccptancc consists of pages 1 through 8. END or'T111S ACCEPTANCE •• ••• ; ; `• • ; : • • •• ; , t•• •• • • 0 . . : •�• ; ; •• ..• • ••` `• • • • • • • . • .• 0 • 0 • ••• • •.• • • • • • ••� • • • :. • •• • • . • • •••• • • ••• • • • • • • • Prank Zuloaga, RAC Product Control Examiner �' BU1I.DINC CODE COMPLIANCE OFFICE psCCOo M U PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ' j GAF Material Corporation — 1361 Alps Road Wayne, NJ 07470 MIA.MII•DADE COUNTY, tLOk1DA METRO-DADR RACIER BULDINO 14o WEST FLAMER Siam, SUIIB 163 W. FLORIDA 3301.1363 (305) 373 -2901 FAX (3031375 -2900 .Score: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Btukling Code and Product Review Committee to be need iu * fiarai DaJ.' County mu! utlaz areas where allowed by tlx: Authority l laving Jurisdiction (AHJ). 1 his NOA shall not be valid after the expiration dote stated below. The Miami Dade County Product Control Division (Lt 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 manufactunar will incur the expense of such testing and the AN! may immediately revoke, modify, or suspend the use of sod: product or material within their jurisdiction. DORA 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 reset 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 !.ono of the Florida Building Code. DESCRIPTION: GAF Ruboroide Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear apernanent 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. TERMINA'CION of this NOA will occur after the expiration date or if there has been a revisioner change in the metetlais, use, and/or manufacture of the product or process, Misuse of this 140A 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. ADVERTISEMRNT: The NOA number ptecedcxl by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 11 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 stall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 402-0408.1 t) and consistx of pages 1 through 31. The submitted documentation was reviewed by Frank 7.uloaga, RR C. • • •••• • • •• • • • ••• • • • • • • • • • • • • • •• •• • • • • • ••• • • • • • 2)45-134b • • • • • • •• •• • • NOA No: 03- 0501.02 Expiration Date: I 1/116 /011 Approval Date:10/23/03 Page 1 or 33 ROOFING SYSTEM APPROVAL • Catcaorw Roofing Sub- Catesorsrs SBS/APP, Modified Bitumen Wood Maximum Desln Pressure -75 psf Me Classifkation= See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Prodngj GAF Asphalt Conactc Printer (Marion' 307 Primer) GAP Mineral Shield® Ckanldes GAF WeatherCoate Emulsion (Merlon' Fibered 305 Emulsion) GAF Premium Fibered Alumhtum Roof Coating (Matrixim System Pro Aluminum Roof Coating Fibered 301) GAF 7atblack All Weather Plastic Cement (Matr1z n1 Standard Wet/Dry Roof Cement 204) GAFGLAS #750 GAFGLAS #80 Ultimani Buse She aAraLAS ncx Plyu 6 GAPc LAS Ply 40 GAFGLAS®Mine al Surfaced Crap Sheet GAM AS® ST RATAVEN TS Eliminator Pcrfnrated •• • • • • • •• • • • .. •••• •••• • ••• • • • o • . • • • • . • .•• •• •.• •.. ••• . • • . • • • • • ; •• • • • :. . • . • • • • • • • • ••• • • • • • • • • . • . • • ; '• . • •• • . • • �••• •• ••• • DImensslorr4 5, 55 gallons 60 the Bags 100 lb. bags 5 gallons 1, 5 gallons 1, S gallons 39.37" (1 meter) Wide 39.37" (1 teeter) Wide 39.37" (1 meter) Wide 393T' (1 meter) Wide 39.37' (1 meter) . Wide 39.37" (1 meter) Wide Test cifk'a �g AS NID41 ASTM D 1863 ASTM 1227 Product D scrintloa Asphalt cunutcte printer used tu promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAP Mineral.Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM 1) 2824 Fibered alurninum coating. AST'M D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 AS 1'M D 4897 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coaterl glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating Asphalt coated, glass fibs mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom sick with mineral granules embedded in asphaldc coating with factory perforations. NOA Not 034501.02 Expiration Date: 11106/08 Approval Date:10/233/03 Page 2 of 32 Ilmfts GAFO1.AS® Flashing CAI:GLAS® Sl'RATAVENT® Eliminator Perforated Wadable RUBEROID® SBS Heat - Weld= Smooth RUBEROID® SBS Heat - Weldi" Granule RUI3EROID® SDS Heat - WetdTM 170 FR RUBEROIDO SBS Heat Weld'a'M PLUS RUBEROID4D SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBERO1D41Mod ifsed Bitumen Adhesive RUHERO1D® SBS Heat- Warm 25 Ruberoui® Mop Granule RUBEROID MOP Sinouth RUIBEROID MOP PLUS RUJDEROQ3 MOP 170FR RUBEROID MOP FR ItUI3EROID TORCH Smooth .. • • • • • • oft •. • • •• •••• .•• • • • • ••• • .••;;.. • ... ... • • • • • • • • . . • • •• • . • • •.• ••• • •.• • • • • • • • • • • •.• • • • • • • • . • . •. • •. .. • •• •• •.• ••• • • Dimension' various 39.37" (1 meter) Wide 1 meta (39.37') wide 1 meter (39.37") wide 1 mater (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37") wide 39.37" (1 meter) Wide 1 sq. roll 87 Ibs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37' (1 mew) Wide Test 5n ecificntinq ASTM D3672 ASTM D 4897 ASTM D-6164 ASTIR D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM 174601. Type 11, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 A STM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D5147 ASTM D 6164 A.STM D 5147 ASTM D 6164 ASrM 13 5147 ASTM D 6222 ASI' M 0 5147 Product rtlado Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with minced granules embedded in asphaltic coadng. Non -Woven Polyester mat coated with polymer - modified asphalt and . smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Nat -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mimual granules. Premium glass fiber reinforced SRS- modified base sheet Fiber reinforced, rubberized Adhesive Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester seat coated with polymer modified asphalt and surfaced with mineral granules. Nom -woven polyester mat coated with polynwr- rnodifi d asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with minced granules. Nun -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. • NOA No: U3.OSO1.03 Expiration nate: I1/O6f IN Approval Dute:JQ/23/4/3 Page 3 of 32 rLigict RUBEROID TOR(JH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUDEROID 170144 TORCH R ubcroidol8 20 Ruberoide 30 Rubcroid® 30 FR RUHEROIDO ULTRACLAD® SBS RUI3EROlDe Dual Flt Vent Stacks (metal aad plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix' System Pie Aluminum Roof Coating Fibcred 302) OAF Built -Up Rooting Asphalt RU13IOtOID MOD Asphalt, Asphalt L & Asphalt P Shingle- Mate*u Undcrlaymcat Tile -Mate Modified arise Sheet • • • • • • • • • •• • • • • • ••• ••• • ••• • • • • • • • • • • • ••• ••: • • •• • • • • • ••• • • ••• • • • • • • • •. • • • • ••• • • • • • • • • • • • : • • •• • •• •00 •• • • • • • Dimension 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meta) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39-17" (1 meter) Wide 39.37" (1 meter) . Vide 5 gallons 5 gallons 100 Ib. cartons, bulk 60 Ib. hags 4 sq. roll 30 lbs. 1.5 sq. roll Test Smecitkatloq ASTM D 6222 A.STM 1) 5147. ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTMD5147 ASTM D 6222 ASTM D5147 ASTM D 6163 ASTM D 5147 ASTMD6163 AVM D5147 ASTM D 6298 ASTMD5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 ASTM D21324, Type 1 None ASTM D312, Types I,TJ,l1I and TV ASTM D 5147 Product Descrintloq Heavy duty, polyester reinforced, asrblt modified bitumen *m mbranc, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, Banish, surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat mated with Polynier modified asphalt surfaced with al utninum, copper or stainless steel full. Non-woven polyester and fiberglass mat coated with file retardant, polymer- modified asphalt and•surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. OAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective alurointuu flakes Non- frbered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SE13S modified asphalt Fiberglass reinforced shingle underlayment SBS modified asphalt base sheet and iuterply sheet reinforce with n glass filler mat tile underlayment. NOA Na: 03. 0501.02 Fxpirat1nn Date: 11/16/08 Approval Dula :10/23/03 Page 4 of 32 Tile- T%late Modified Cap 1 sq. roll 103 lbs. Tile -Mate Modified Cap t sq. roll Plus 102 lbs. TopCoat® Surface Seal SS (Matrix 602 SB Coating) GAF WeatherCot.I® MB+(Matrix 715 MB Coating) Topcoat M11+(Metr•ix 715 MB Coating) WeatherCote*u (Matrix 531 WeatheaCotef0 Elastome is Flashing Grade) Matrix Low VOC Matrix 101 SystannPro SBS Adhesive (Ruberaid ®M11) Matrix 201 System Pro S13S Flashing (RubexoiddOMB) Matrix 102 Select S13S Adhesive (Ruberoid ®,10) Matrix 202 Select SI)S Flashing Matrix 203 Standard Plastic Cement Mkt 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non- Fibered RUBI ROIDG9 Modified Bitumen Adbuive •• ••. • • • .• • •• • • • •• • • • • • (I. •• • .. • • .• •; ; • 0. • • • :. • . •• .. • • • •. • • ... • • . • • . 000 • • • •• • • �•••i • 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons • 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Tut Sn AVM D 5147 Product 1>IvHon Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile undedaymed. ASTM D 5147 Non-woven polyester mat coated with polymer modified asphalt and surfamd with mineral granules tile undertaymeat. Surface coating for smooth surfaced atd mineral surfaced roofs. Surface coating for smooth surfaced add mineral surfaced mob. ASTM 133019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type I ASTM D 3019 Surface coating fur smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEES Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — hashing Grade Cold Applied Modified SEES Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non -f bercd. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive • Type 1!1 NOA No: 03- 450'1.02 Expiration Date: 1141dl08 Approval Data ina3/t13 Page Sof32 • ' APPROVED INSULATIONS: Product Name GAFFEMP Isotherm R, RA, RN & Composite. FnergyGuard RA GAFPEMP® Composite A & N (BNICA)GAFrEMPSI Fiberboard GAFTEMPS Pennalite GAF'lEMP GAFCANT?N CAFE MPPernuliteRecover Board GAITEMP GAFEDGEThi Tapered Tapered polite board Edge Strip (BMCA) GAPTF.1P® High High density wood fibetboaud insulation. Density Fiberboard TABLIt 2 Product Description Polyisocyanurate foam insulation Polyisocyanuate foam insulation with high density fiberboard or Pe rmailite perlitc insulation. Fiberboard insulation. Perlite insulation board. Cut partite board Perlite recover board "%MCA Eau rgyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFuwn I, Ii; & Composite ISO 95+ ISO 9S+ Composite LAPS Wood Tiber High Density Wood Fiberboard Peliie/Urcthane Composite Pcrlitc Insulation Dens Dock FTIRG Y -2 & keNRRG'Y -2 PLUS, Ultratiard Gold • • •• • • • • • • • •• • • • .•• • •• • . • .•• • • • ••• • • • • .. • •••••••: •. • ••• • • • • • • ••• . • • • • • • • ••• • • • • • • • • • • • ••i • ••••• : •..• • •• •.• • • Polyisocynurate foam insulation Polylsocynuratehvood fiberboard composite Polylsocyanwate foam insulation Polyisocyanurarc foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate Niro insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAP Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAP Materials Corp. GAF Materials Corp. DMCA BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products. Inc. Generic Generic Generic Generic generic G -P Gypsum Comp. Johns Manville NOA No 03.0501.02 Expiration Date: 11/86 /011 Approval Dote 10/23/03 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Faroe Cap Board APPROVED FASTENERS: TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation Fastener Product Number Name 1. GAPTI E® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. °AMIE® (Drill -Tec ®) ASAP 3. GAP11TES (Drill -Tec ®) Bade Sheet Fastener and Pinta • 4. Galvalume Plates (Drill - Tec® Metal) 5; Polypropylene Plates (Drill -Tee® Plasdc) 6. Dekfast Fasteners 012, 014 A #13 7. Dekfa t IT Plate 8. Dekfast Lock Plate 9. 012 Roofgrip Fasteners 10. Metal Plate 11. Ge arlok Plastic Plate 12. Glasfast Fastener • • • • • •• • •••• •. • • • •• • • • • • • • e•• ••• ••• • • • ••• • • • • • • • • • • • • •• • • •• ••• • • • • • • •••• • •• ••• • • • ••• • • • • • • • • • •• •• • • •• •• .••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • TABLE 3 Product Description Insulation fastener for steel. wood & concrete decks. ' Pre - assembled GAF= Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene . stress plates. Insulation fastener for wood; steel and concrete decks Oalvaluine hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel.. Galvalume stress plate. Manufacturer (Wlth Current NOA) Johan Manville Johns Manville Masonite. RMax,1nc. Partek• Inc. Manufacturer Dimensions; (With Curreat,NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3," GAF Materials Corp. 3" and 31" GAF Materials Corp. 271* "x 3 IA" 3 "x3'A" . 3" round 3" square Polypropylene round plate 3.2" Insulation fastener assembly with recessed plastic plate Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Tne. 1TW Builder Corp. ITW Buildcz Corp. 1TW 13uildcz Corp. Julius Manville NO t Not 03. 0501.02 Expiration Oates 11/06/08 Approval Date: 10/2.'3/03 Page 7 ot32 . APPROVED FASTENERS: Fastener Number Product Name 13. Olympic Fastener 012 & 114 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic 0 -2 17. Olympic Standard 18. Clain -Fixs Fastener 19. Insul -Pixx S Plate 20. Insul --Fixx P Plate 21. Tns-Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test A ecncv Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Technologies, Inc. ikT of S. Fl. IRT of S. FL •• • • • • • • . . • .•• • • ••• • • ••• • • • •• • • •.• • • • • • • • • • • •.• • • • • • • • • • ..•. • • ••• • • • • TABLE 3 Product Description lnsulation fastener Pro - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume A7.S5 steel plate 3" round gaivaluma AZSO steel plate Insulation fastener for steel and wood decks 3" round galvaluine AZSO steel plata 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round gatvalunoe AZ55 steel plate Polyethylene plastic plate Test identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 ••• ••. • • • • •• • • • •. • • • • • • • • • • • • • •• •• ••• • • • Wind Uplift PA 114 GAF - 02002 -01 02-005 02 -014 Manufacturer Dt menstone (With Current NO1) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" towel Olympic Manufacturing Group, Inc. SFS/Stadler 3" round SFS/Stadlur 3" round SFS/Stadler The Tru -Fast Corp. 3" round The Tru -Past Corp. 3" round The Tru -Past Corp. Dcri e ntlon FMRC 1996 J.L 1B9A8.AM J.I.3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 Mak 01.01.96 09.01.97 04.30.97 06.06.97 02.01.02 01.18.02 03.22.02 NOA No: 03. 0501..02 Expiration Date: 11/061051 Approval Dote: 10/2.11/03 Page S or 32 Membrane Type: SnS/4DS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: "132" or greater plywood or wood plank decks System Type E (t): Base sheet mechanically fastened to roof deck. All General and System Llmltations shall apply. Base sheet: GAFGLAS #8O Ultima"' Base Shea, STRATAVFNF® Eliminator Perforated Neilable, RUBEROLD Modified Dash Sherd, RUBEROI 0 20, RUBEROID SBS Neat Welder Smooth oc RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to dealt as described below; Fasteniug GAPOLAS0 Ply 4®, GAFOLAS Flex 1'1y '.6, CiAFFGILAS it s Rasa Sheet or stay Options: of above Rase sheets attached to deck with approved annular ring `s tk nails and tin caps at a fastener spacing of 9" ac. at the lap staggered and in two rows 12" o.e. in the Held. (Marimwn Design Pressure-4S psi , See General Limitation .#.4 CCAFOLAS® Ply 4 ®, OAFGLAS Pleat PIyTM 6, GAFCILAS #75 llase Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFTTTII) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows am equally spaced approximately 12" o.c. Ln the field of the sheet. (Maxbnaun Design Pressure - 45psd, See General LLnitation #7) C'4'A,iLAS Flex Piing 6, GAPOLAS #75 Blase Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggerad and in two rows 9" o.c. in the field. Marian um Desi acs n -12.5 pstf, See General Limitation #7) FGLAS #75 Rase Shea or nay a above Base sheets attached to deck with Drill -fee (GAFTLTIl #I2 or #14 Screws and 3" Plates, 12" oc. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psi/ See General Limitation p7) Ply Sheet: • • •••• • •• • • • • ••. • Any of above Base shits attached to deck approved annular ring shank tails and 3" inverted Drill -Tea: (GAFI'1TE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. 'Uuxi:nuns Design Pressure - 60 psf,'See General Limitation #7) GAFOLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GA)':111d) #12 or #14 Screws and 3" Plates, 8" o.c.. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.e. in the field of the sheet. (Maximum Design Pressutie -7S psi. See General Limitation #7) (Optional) One or xnora plies GAr ' S PLY 40, GAMMAS Flex Ply 6, GAFCILAS 080, RUDER= = MOP Smooth or R ERO1U 20 sheet adhered in n Pill mopping of approved asphalt applied within the EVT range and at a rate of 20- • • • • • • •• • • • • • • • • • •• • • • •• • ••• ••• ••• • • • ••• • • • • • •. • • • •• • • • ••• • • • • • • • • • • • • • • • • •• • •• • • ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • NOA No: 03- 0301.02 le. ptr tioa Uatc 11/O a/08 Appruvat fats:lO12J103 Page 26oaf32 . Membrane: Oue or mons plies of RUBEROID MOP Smooth, Ruberoid® Mea LIQ Rubcroid® Mop Gran, Rubercid® Mop Plus granule, Ruberoid® 20. Ruberoide 30 or R uberoid® 30 FR or Ruberoid® Mop Flt or RUBEROID U1traClad" SBS in adhered in a 1ull mopping of approved asphalt applicd within the orr range and at a rate 020-40 lbs./sq. Oe. One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule. Rubcroid® 20. AUH1rsROID® 30, RUBEROIDS 30 FR or Modified Bitumen Adhesive at an application UltraClad " SOS in RUBEROID of 1 -2 gallsq. Surf!actng: (Optional, required if RUBEROID MOP Smooth or RUDER= 20 is top mein ) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of aprroved asphalt at 60 lb./sq. 2. GAFQLAS Minend Surfaced Cap Sheet in an approved asphalt 11 an application rate of 25 IbJsq. t 1396. 3. GAP Weathercote® M[I+(Matrix 715 MD Coating). Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal S13(Matrix 602 SB Coating). Applied at 1 to 1.3 galisq. Maximum Design Pressure: See Fastening above • • • • • •• • • • .• • • • •• • • • ••• ••• ••• • • • • • • • • • • •.• • • • • • • • • •• • • •• • • • • • • • ••• • • • • ••• • • • • • • 000 • • • • • • • • • • • • • • •• 00 • • • 000 • • •• NOA Na: 03- 05111.02 Expiration Tate: 111(16109 Approval Data:10/23103 Page 27 ern Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood. Non - insulated Deck Descriptions `*I»" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 Ukima' ' Base Sheet, STRATAVENTS Eliminator PetforateJ Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROIDS 20, RUBEROID SBS Heat Weld ' Smooth or RUBEROID SAS Fleet -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAI'CLAS® Pty 46, GAFGLAS Flex Plyr" 6, GAFGLAS 075 Base Shoot or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, Set General Limitation #7) GAFGLAS® Ply 420, GAFGLAS flex Ply's 6. GAFGLAS 4715 Base Sheet or any of above Base seeds attached to deck with Drill -Tee (GAFIT E) *12 or 4t4 Screws and 3" Plates, 1 2" oat. In 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sly (Maximum Design Pressure -4S psf Su General Limitation #7) GAFGLAS Plea Mai 6, GAPGLAS *75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maxiinrun Design Pressure 515 p3J; See General Limitation 47) GAFGLAS 475 Base Slues or any of above Base sheets attached to deck with Drill -Tee (GAFflTB) 012 or 014 Screws attd 3" Plates, 12" o.e. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approxitnately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, Sea General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill Tee (GAPTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field (eli riniuin Design Pressure -60 psf, See General LintilaNen 47) GAFOLAS 075 Base Sheet or any of above Base sheets anached to deck with Drill -Tee giA rrrE) 412 or 014 Screws and 3" Plates, 8" o.c. in 4 rows. One raw is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See (kneral limulation 67) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUd3EROU4120, RUBEROID SUS Heat -Welder Smooth or RUBEROID SBS Heat-Weld) One or mote Mies GAFGLAS PLY 4®, GAFGhAS® PLY 6®+® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. • • • • • • • • • • • •.• • • • • ••• • • • • •.• • ••••. • •• • • • •• • ... •. • • •• • • • • ••• • • • • • • • • •• • • •• • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •e ••• ••• i Membrane: One ply of Rubcradm Torch Smooth, Rube::id® Torch Granule, Rnberoid® Torch Phu Granule ar Rubaaid$ Torch FR torch applied accosting to manufacturer's application inns. Or One or more plies of RUBEROIDO SBS Heat -Wed PLUS, RUBEROID® SBS Heat- Weido4 PLUS FR, RUBEROID® SBS Heat-Warm 170 FR, RUBEROIDS SBS Heat WeW , RUBBROID® SBS Heat-Weld' Smooth, RUBEROfim UltnQad"' SBS and RUBEROID®SHS Heat-Weld= 25 applied according to manufactures application instructions. Surfacing: (Optional) Install one of the fofowingr 1. Gravel or slag applied at 400 lb/sq. and 300 lbJsq. reapecdvely in a flood cat of approved aspbak at 601b /sq. 2. GAF Pren6nm Rimed Aluminum Roof Coating, at 1.5 gaL /sq. or GAF Weathe:Coate Emulsion at 3 gal/sq. (Torch Smooth applications only) 3. GAF Weat ercotem MB+( Matrix 715 MB Cost !g), Applied at 1 to 1.5 4. op Coat® Surface Sal SH(Matriz 602 SB Costing), Applied at 1 to 1.5 Maaimtim Design Pressure: Sea Fastening Above .. •.• • • • • • .. • • • • • • • . • • .• 0 • • .. • • ••• ••• ••• • • ,;..±r ... • • • • • • • • • •. • • • •• NOA No: 021- OS01.1 Expiration Dates 1110608 Approval Data:1043M Page 29ot31 NET' SaaSFA).R Row Maur Tot Foknos IS%41 Membrane Types . 833 Deck Type It Wood, Non-insulated Deck Descriptions /tin or pater plywood ar wood plank System Type Fr2s RUBBRO1DS Tile Underlaymeat, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheets GARLAND 680 Ultimate Ban Sheet, RUBEROID® 20 base sheet of Tile -Mate Modified Base Sheet applied with a minimum 2" side lap and a miuhnum rend to the a ottim deck with lap. Baas sheet may be applied at a right eagle (,9Q'9 slope approval annular ring shank nails and ten caps at a fastener spacing of 6" o o. at th:s 2" side lap, and two 12' me. staggered rows along the center of the duet. Ply V � .AS 680 Ultima'ng, RUBU OID MOP Smooth or RIMMOID. 20 adhered in a Rdlmcgping of approved amt applied within the BVT range and at a rate of 20.401bs./sq R l MOP PLUS, at/BEROIDS) Membrane: One RiJBBR4IL>4► MOP. UBBRO ply Tile-Mate ells'+ Pp'. Tlk- I�t*weld'nt Granule. RUasROm®sas law u4, Modified tap or Tile -Mate Modified Cap Pine, maw may be applied at a right angle (90') to the slope of the deck* adbeaed in a full mopping of Type IV asphalt applied within the BVT rage and at a rite of 20.40lindsg. Meankano shag be bscl nailed to deck with approved sawular ring shank nails and en caps In acCcedanee to applicable Building Code. No uaia or tin caps shall be exposed * Membrane nay also be installed parallel to the dope of the roof 0.e strapping). If is strapped, then anchor sheet and ply sheet mad also be strapped. Dales 11l1 Timm tia:QNPN Pop 7o1.17s Design Freeman • Refer to the mmenvfacnuer's NOA. Maximum Slopes Meat Comply with RoofingApplicaoian Stondacd RAS 118. RAS 119. RAS 120 and applicable Building Coda •• ••• • • • .. .. • • • • • • .. • • •• ••. •• • • • • • . • • • • •. • • • ••• ••• ••• • • • • • • • • ••• • • • • • • • • • • • •• • • •• • • • • • • • • ••• • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • • • • • ••• • • NOA No 03.0501.0E Naptratloa Dates 11106J011 Approval Datcl4i23iO3 page 30 ot32 EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami., Fl 33143 Telephone: (305) 740 -5185 L oasis R.o o1 --- L = 2 S ps F LL oP5- ' ZS 'SF LL =L+Or P g. e. DL =2sP&F LL. c>OF be-AM I --Orh3 LoP L= ?5('t) =too llyrT' L 3o(...4) 17-f) 6AT ANIALL= 8i 90 ti-so -r.5, , (s'') La° 16 /Fr EA ("1(6) = 150 l 7Pr Project AgEIVA s Sheet #: 1 Date: Al pmczczwmcri 25 la NOV 2 9 2005 C�= 43.6P435: h NO\ 2 1::"Lo°"P- L.oPrDs L - 25(2,5) (/ LL:: '10(2.5) :---14o 1rF7- -Fe RgAce L.afl-? -S' L_r2�(3.5) = 86 Il /r LL cp = zlo fs /r -r W ALL + "Prvvl 0)(2,5) _ 1 (0ZS l.bs • • • • • • • . .. .. • E•',046t : Qr 1.a' X30 c‘s l04o 15- o- i-�OA- S6)(1,4-)+ (1204- Ioo+2to) (11) ^ 20861-1.,7 •• •• 167_5(6.4) _ Z.Z75 1h s, .... • • • • ... . • : g5,o- t. )(i� ),-1- 3(o(1.7)= t032 / r 1:5111 x:1' 0 l b /fr* coo (2) l%r e 4, 11A&A), EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33143 Telephone: (305) 740 -5185 335 I_- 1341/13 ��s /Gni Co kr (q-)0c; s) 3c (6)Q5,5-) =--11544 l�s �s = se.4.31- _11s4‘ _ /0 /37 Ids Z2- )(16-.$)0o0) i L1� > 43 a 6`1 0,6. I -- b M 3 2* 5 -rep? ?.* 8 lz,o-rr CAc NI l u vs7z. 41- 3 %` 4. . 1S 1 —SMI Project A IZENAG Sheet #: 2.. Date: (jo F L1oAPs 1:-.1‘0 © LOP]$ DL= 25 (913A 23L1 r DL_ Zs(e) e god l'/"Fr 30 0,33} �50 lb /F. LL-41O(S) 320 /,4r L r v\144I1•...-- .. o 15(Pr -r5 t~ga );17.97; • • • • ••• • • • • • • • •• •• • • •••• •••••.• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33143 Telephone: (305) 740 -5185 $EAwk I--BM I )asirN co( T L=. /5-' J= .5,5" (SIfr1' ppore,rn.A) �t Ez.i`f 750 `110-: (z34' +480 loot ISO- +2eat )Q (aaot326 +I5o)(I.7)= 27o3d ffr Project. AREAA,S Sheet #: 3 Date: 2703 ,65 ,T oZ3 V- \iu= 2703 (7,5) = o Z7 11s As= � �� .22 o-n- C.) I--FM 2 (offt1 GM- g- ooF Lo&' C odC!, LoA) �,. VF- G!f?A�� £L =(25)CQo,5) (10,7) ^ 20,10 lbw � l:•� o. (g:sv LJo:7) = 33 70 I � •• • ANA t_ L = it7 M .15e) I ,r'''ye' ••.• • • •. �r: Loop LOAFS (5) = la5 IL/Fr LL e L 0 (5) 2.00 I Fr ezetc.,/ VI 05 EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33143 Telephone: (305) 740 -5185 13MZ Vesi‘a l c.bRlT 9'1 ,I=15,50 ($: pipLE u proem& s Y\It _ (73 ©- �5 Its) (II +) + Q50)(1,7) r pr I u. = I, f (Zja) -{- It 7 (3s1©) 86 Atto JZs M11, RYA-Al Project A T nIA 5 Sheet #: Date: = 1+5" z(,)a4. s54.6 �� }.... P 17 14.-F-r Ll- V0 1ti- Sz &&t4 s5-4•°= I08614- 165, A5= 31+ = .55iz 244:k Gi 245 75? Z ( 13017 4-3 ee t3.C,TIEs Ziff 345' x" INIMMIN1lMANIMI1 !d'J %1/5 ON49111001111111111111111111P1 11111111.4111111.1111.111I.111IV.; a 1IflIiiJI 95,0:96L5:0429;F:•d% 4 420 I;' I1N1111[11111U[ 111r1•FI111f/iE i -a 411111M1111111111tl 11111111111 11111tl1111111111EWIIIMIl J1111111« 11111111- 71111Irii111111 1G541111111141311 11 14111 11111 1111114E1111111111111111U* I Jr • • •• • T3 E g- 1.46 v. AU •••• • •••• •• •• •• • • • • • \Q1 24613, 41.3 • • • • .• • • • • •• • • • • • • • •• • •• • • • • • • • •••• • • • • • • • •• • • • • • • ••• • • • • •• • • • • •. • EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33143 Telephone: (305) 740 -5185 iGt 1 'Fou nlPAT for.' Go rl-r -r-ooT1 6 11._= Z ?L} (� L L — aeo ►/Fr WALL = 2 a mpo 13ao 1lyrr '5001106 (-)s4) e 3°° RAT" Project: AT.EtJAS Sheet #: 5 Date: !-0o� LQAP, (e' rr2-13) PL= tealixvr LL 3Zlb/r : 23'} P3 Zo t zoo+ ooa + -zoo= 6 �� ?s T PL. t. •b6 t 32o= 6Oo 1% -r r- -r .l.: a•-e5cf 406= a.54-'Ire' (55.011.= 85414. Iq a7 'SP < a.c,c0FOF afxI'e.Mill, use. A 244x12." v\1/ 3 #6" cr,JT 4 40 .. ... • • • • • .. • • • • • • • • • •. ..• •• • • • •• • • • • . • • •.• ••• ••• • • • • • • • • • •• • • • . • • ▪ •• • •••• •• •• ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .• • • • 00 •. 000 • • • 000 • • EUSEBIO M. MORA Architect Fla.. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33143 Telephone: (305) 740 -5185 c 1fEGIC st e"X'f Z" X tag °" COTml G Project AgE,I4 , Sheet #: Date: E,•x = 6�,4_60 = Zane 3:� z boo lips. Q1/414 6E . Lam; >, ► ocC V R. Q. S orPo t -T d"F I— 8141 12- 0234 .� +5/a) +1 .900 -j-/ 7� (1.507 ike ?sfroo Ibs OIK CMO *TALL ss1( WWI) Lam j ;I WALL 'FROM Tb? ©1< 'FooTI 4 -°o AEFF dE I3 x 3 = 64 FTz c cr'I z®,.)Ec °°I,1s Zont ANA 7=4oc g. 45,5ei do) 51 7,5F FP (3' F gig M cent -n1 AS) 1:4)1:: 426 f (05(1 il+t+Z- 117$ •• OOOOOO •• ••t. •• • r • •• • • •• • • • • • •• • • • • 2" val.� tr • • • • • • • • • • • • • • • • • •• • • • • • • • • el • 4- •O0 I ••• • • • • • � . • • • • • •.• • • • •••••••••• • ••• ••• • • • • • ••• •• ••• • • • ••• • • EUSEBIO M. MORA Architect Fla. Lic. # AR0011732 6761 Southwest 68th Terrace, Miami, Fl 33143 Telephone: (305) 740 -5185 Project Agar4A5 Sheet #: 7 Date: D E 4 rb�ce s 'rz, 144 Z. +‘pa� Ta E1_ rr 102 16-Pr LJ E *5e1-1.8`' "SAG, 8 9 Use I *5 FA., coos -Fog..1�°P�R ore&I/NGs se.E 10 11 OSE ?OE GA*50)5 f *a e 4pet.1114616 1z4 13 e: 2:4 '.,, S1'a 'FOB 6 OPENINIas 5EE 1414 I5' • • • • • • • •• • ••• TITLE: rk ZENI DATE: BY: cot, cot,tr, of AL uI ve " va MASONRY WALL DESIGN (ASD, ACI 530) OUT -OF -PLANE BENDING WITH AXIAL LOAD Mlinear e:- Plinear e = 6.029 in ES := 29000000psi fsaliow = 24000psi fm fmallow Em := 900•4m Em = 1350000 psi Es n.= Em n = 21.481 w P := Plinear s + 2 P = 81681bf s y wo As(1 bar) OPENING WIDTH I•I I 141.1 •• ••• 1 • • • • •• frnallow= 500 psi • ' • COMPRESSION FACE • •• • • • .•• -' • •. • e 401' w M = Mlinear• s + 2 M = 41041bf•ft s 1• (2 bars) As [• 1111)11 W 14 INPUT EXPLANATION ••• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • TITLE: A I td DATE: BY: ��rr, wALL. v) se t" MASONRY WALL DESIGN (ASD, ACI 530) OUT-OF -PLANE BENDING WITH AXIAL LOAD s w Es = 29000000 psi fm = 1500 psi fsallow = 24000 psi As= 0.31in2 d = 3.813 in fb = 477 psi f1 = 7 psi f2 = 469 psi < (4,5 fs = 20511 psi Em = 1350000 psi fmaiiow = 500 psi n = 21.481 s =48 in t =1.25 in w =8in k =0.333 k•d =1.27 in C1 := 2 •fb•k•d•w C1 = 24221bf C2 = f1 •t• (s - w) C2 = 370 Ibf C3 := 424•(s - w) C3 = 117351bf < 3 I1oo? T := As•fs T = 63591bf •• ••• • • • • • •• k co t` ..ivrol —t) 4 �:1•,d- s + 2+C3•Cd- • • . • • • • • / • ••. •• • • • • •. ••• ••• ••• ... P lied. ;Cl +C +C3 -T • • • • • • •• •• • • Mapplied = 4103Ibf•ft pappiied = 8168 Ibf • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • TITLE: AlagN DATE: BY: V -(p" op9iI /Ala5 • • • • • • •• • •. • MASONRY WALL DESIGN (ASD, ACI 530) OUT -OF -PLANE BENDING WITH AXIAL LOAD M linear e Plinear e = 6.029 in Es := 29000000psi fsallow 24000psi (,,, = •51 108 P601 fm fmaHow 3 Em := 900•16 Es n.= En, fmaliow = 500 Psi )( 1.9 3 = 60.65 P$ I "Ia140 z &t Em = 1350000 psi �- n = 21.481 W P Plinear s + 2 P = 76541bf S Wo t Aso bar) OPINING WIDTH I 1 11 t Z' —to" Dpji,C M := Mlinear• 0 s+ 2 2 bars)f S I 11 1111.1 M = 38461bf•ft jW. •. •.• • • • • •• • • • • • • • • • • • • • • COMPRESSION FACE • • • • • • • • • • • • • .. • t •• ••• • • • • • •• •. • • INPUT EXPLANATION ••• • • • • ••0 • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • ei4 11,44705 • • • • • • • • TITLE: DATE: BY: zi t r eti aNG� 2�y MASONRY WALL DESIGN (ASD, ACI 530) OUT -OF -PLANE BENDING WITH AXIAL LOAD s F;2,/c//( w Es = 29000000 psi Em = 1350000 psi fm = 1500 psi Miaow = 500 psi fsallow = 24000 psi n = 21.481 As = 0.31 in2 s = 28 in d= 3.813in k = 041 k•d= 1.564in t =1.25 in w =8in fb = 654 psi f1 =131 psi f2 = 523 psi fs = 20206 psi C1 :_ 1 •fp -k•d•w C7 = 40951bf 2 C2 := f1 •t (s - w) C2 = 32861bf C3 := —424-(s - w) C3 = 65371bf <R1,00 T := As•fs T = 62641bf •• ••• • • • • • •• kd • •.�applieci;'s1(i__rJ+C2{d_j)+C3{d_) . •....•• • ••• .• • ••• •.applied : = C•(+ '6F+ C3 - T • • • • • • • • •• •• • • . Mapped = 3846Ibf•ft Papplied = 76541bf ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •••••• • • • •• • ••• • • • • ••• • • • • • • • • • • •• • • .• MASONRY WALL DESIGN (ASD, ACI 530) OUT-OF -PLANE BENDING WITH AXIAL LOAD e .— Miinear Piinear e = 6.029 in Es := 29000000psi fsailow:= 24000psi )( 1,3►3 319 ®0 'fif fm Tallow Em := 900•fm Es n — Em P Em = 1350000 psi n = 21.481 w Plinear• s + 2 P = 91861bf S As(1 bor) Wo OPENING WIDTH fmaliow = 500 psi X 1.95 (la f' P6 •• ••• • • • • • • • • •• • • • •• • • ••• •• • • • • COMPRESSION FACE • • • • 2..#6. EA, sI�� 4" opfkiN M := Mlinear• Wo s+ 2 M = 4615Ibf•ft S s I I I 1 1 • 1 1111 1 1 1 • W la -'I` INPUT EXPLANATION ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • ••• MASONRY WALL DESIGN (ASD, ACI 530) OUT-OF -PLANE BENDING WITH AXIAL LOAD s VAarAFTWr w ES = 29000000 psi Em = 1350000 psi fm = 1500 psi fmallow = 500 psi fsallow = 24000 psi n = 21.481 A5= 0.62in2 s =28 in t =1.25 in w =16 in d = 3.813 in fb =661 psi f1 = 245 psi f2= 416psi fs = 13075 psi k = 0.521 k•d = 1.985 in C1 := 2 •fb•k•d•w C1 = 104981bf C2 := fj •t• (s - w) C2 = 3672Ibf C3 := 2 42•t•(s - w) C3 = 31221bf ie'o9Ftg1T := AS•fs T = 81061bf •• ••• • • • • • • k•d t t •••••••. •• aippieti :�.�1' d - 3 + C2-(d - 2) + C3 d - 3 ••• •• • • • • • •• ••• •.• ••• . .:appIieal C+� + I2 + C3 - T • • • •••• •• •• • • • • • Mapped = 46151bf•ft Papplied = 9186Ibf ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • •• TITLE: A tte l4 s DATE: BY: OPE+4tt• QP5 • • • • • ••• MASONRY WALL DESIGN (ASD, ACI 530) OUT-OF -PLANE BENDING WITH AXIAL LOAD Mlinear e Plinear e = 6.029 in ES := 29000000psi fsaliow 24000psi 7,k I a33 a 1 100 vs:, fm mallow = Em := 900•fm Es n =— Em P := Plinear. Em = 1350000 psi n = 21.481 fmallow= 500 psi !33 cs f 11 3 *s E#4 I .De ( 0 s + P = 115681bf M := Miinear• s + 2 20 M = 58121bf•ft tAsa bar) OPENING WIDTH J (2 bars) S 4( 1 I 1 1 1 1 1 Ail 11 I • I • ••• • :. • • •• •O • �•• • ••• •• COMPRESSION FACE • ••• •• • • • •• • • • • • • • • • • • • • INPUT EXPLANATION ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • TITLE: diN Ps1 kg DATE: BY: •• • • • • • ••• MASONRY WALL DESIGN (ASD, ACI 530) OUT-OF -PLANE BENDING WITH AXIAL LOAD s wridirrfft w Es = 29000000 psi Em = 1350000 psi fm = 1 500 psi frnanow = 500 psi fsallow = 24000 psi n = 21.481 As = 0.93 in2 s = 36 in d = 3.813 in fb = 623 psi f1 = 247 psi f2 = 376 psi n, I fi f2, C2 c r t =1.25 in w =24in k = 0.544 k41= 2.0721n C7 = 15491 Ibf C2 := f1 •t• (s - w) C2 = 37081bf C3 := 2 424-(s - w) C3 = 28181bf T = 104491bf 'C “5. ? l C1 := 2 •fb•k•d•w fs = 11236 psi < 311 p° I T := As-fs •...•• • •• • k.d 1 i .: ripilio'd LIFf d — 3 +C2. d- 2I +C3. d- 3J ••• •• • • • •• • •• ••• •• • • 11. ppiiel! :_ + �2 + C3 - T • • • • • Mappiied = 58121bf•ft Papplied = 11568Ibf ••• • • • • •0• • • • . • • • • 0 • • • • .•• • • • • • • • • • • • • • • •• 00 • • • •• •. 000 • • • •.. • • >4/40_, 106 46 Process # Folio # 30- Crown of Road: 9.56 ft. NGVD FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1.7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME Jorge Arenas BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 623 NE 97 Street CITY Miami Shores STATE FL ZIP CODE 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 15 &W 1/2 of Lot 16, Block 101, Plat Book 15, Page 14, Miami -Dade County, Florida BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) ( ##° -#4r - ##.1 #" or ##.#AE/Nkr) HORIZONTAL DATUM: ❑ NAD 1927 ® NAD 1983 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map Other. Level SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFIP COMMUNITY NAME & COMMUNITY NUMBER Unincorporated 120635 BZ COUNTY NAME Miami -Dade B3. STATE Florida B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE ::. FLOOD ZONE(S) (Zone AO, use depth of Hooding) 12025C-0093 J 7 -17- 1995 3-2-1994 X N/A B10. Indicate the source of the Base Float Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ►5 FIRM ❑ Community Determined ❑ Other (Describe): BI 1. Indicate the elevation datum used for the BFE in B9: ► NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Banter Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Budding Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the builcing, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/ Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum : ��. �,� ., ; _ • datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum convers � • Ii b ne• e pro or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD Conversion/Comments B Y: Elevation reference mark used N-603 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (inducting basement or enclosure) 10. 64 ft.(m) o b) Top of next higher floor N/A o c) Bottom of lowest horizontal structural member (V zones only) WAS: o d) Attached garage (top of slab) 8: o e) Lowest elevation of machinery and/or equipment servidng the building (Describe in a Comments area) 8.46: o f) Lowest adjacent (finished) grade (LAG) 8 . o g) Highest adjacent (finished) grade (HAG) 8. o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade N/A o ) Total area of all permanent openings (flood vents) in C3.h N/A sq. in. (sq. cm) PLS 4312 9-23 -2005 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This eert icati'o$ is o De gift a an: sgaled by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certT, .That tl&inf&Yr$ab n Qr 4Mont B, and C on this certificate represents my best efforts to interpret the data available. 1 understand At !'ny a1h, tat n4nt pe be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME ROLANDO ORTIZ T:12 • �•• ••• ••. ••• ••• • • PREIIDINI • ;'• •'• • • • AM ES' ES3 • • • ;' 9350 S.W. 22nd Terrace SIGNi(,T11 FEMAyn LICENSE NUMBER 4312 • • • ••• • • • • • • • • • ••• • • -34I; J2frry•?i003: • - • COMPANY NAME Gunter Group, Inc. CITY Miami DATE 9-23 -2005 STATE ZIP CODE FL 33165 TELEPHONE 305-220-0073 See reverse side for continuation. Replaces all previous editions 13� IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 623 NE 97 Street CITY STATE ZIP CODE Mord Shores FL 33138 InsurWe t NAlC Nrm be SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ 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. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or etdosure) of the building is — ft(m) — in.(cm) ❑ 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 — ft(m) _in.(c rn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the building is — ft.(m) — in.(cn) ❑ above or ❑ 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? ❑ 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 FEMA4ssued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare correct to the best ofmyknowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communit's floodpiain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) 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 official completed Section E fora building located in Zone A (without a FEMA- issued or community4ssued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. ft(m) Datum: - -ft(m) •• • • •Datum:. ••• • LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE • • . • ••• • • • -• •• • •_. • • • ••' ••' •.• ••• TELEPHONE DATE ••• ••• • • ••• •• • • •� • • • • • • • • • • • .• •• • • • • • • ••• FEMA Form 81 -31, January 2003 • ©Md.:hale attar rmeRis • • • ... • • • • •:Re ace* aN p Trio! 4 egilQipns Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 el } Ply 0 ) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 NOV 2 9 nt5 ®..emommo_o --- Permit No. Master Permit No. C�� t S Permit Type (circle): (Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Tit e er) Phone # � aon �� ‘oz Owner's Address 'j'i +s, 9 ct-/ £-C City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name AQ c so. `fita.,N -10 + Phone # Contractor's Address State Zip Qualifier State Certificate or Registration No. Cd Oa. 7 VI Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ['Addition ❑Alteration ❑New Certificate of Competency No. Phone # Describe Work: Square Footage Of Work: c�C) ❑ Repair/Replace I t/1. ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * ** * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** N 1 Submittal Fee $ Permit F ee$ CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 50 , K 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 pection whit re ccurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection winot be aprov: n nd a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoingl strument was acknowledged before me this day of , 20 _, by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print My Commission Expires: My Commission Expires: * * * * ***** *+k+k**+k******* ***#+ k***+ k# **** ********* ***+k************* ***+ k******+k*# *** *+k****** ** APPLICATION APPROVED BY: chc 05/13/03 ZONING CRITIQUE SHEET PERMIT # JOB ADDRESS: 6.2-3 itiC Y757 APPLICANT: APPLICATION: DATE COMMENTS Ate r Ag41 r -5-14/e-6 Las /1 S-y INITIALS � D Revs new Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d5- /3 6 g Job Name Are n 4 5 423 ut /7 5l. STRUCTURAL CRITIQUE SHEET )24-4 9 /zi/o5 Aleect C�P/Ii G'7` eGf�T amd Cir&vpl 4/ i oioL e / /vr On a9- 2, window ( A i In leeks lik4 5'hd in 91�55. dew-, new rdahl. pno/ sc/iedu %d exteecis 25% 'f exi.il area, C.�svLply evil ret- ,cee, 34-0/,B,z,3 C/)/7 4/1-6ch ed ~' M sh Pwri on .S -/ QK klreve if P3 /51 t 7 P;11-0 D5151 7 C) On NM/ , Er e 4o �orn 41470-4- 'tie d/ wait 311x l'e ,er dad me /41 Azcr fener for d -phr m ec /ioar . /2"x (2" Col, re Uiires - '1es may ik Q/ /z" ©,L n Ia S 2 De er ic S d d Sc-hed, " piled T S"uh�►i1<►�� /��'e s�r -�Gf 3, - verr of cm`s, 0) v Gu r A axial 6J/' ( I oa-d do F'S 9 5 , f iGeho% needs- -'°5' hats. (-1-0 Make Mii-keneoL tile Tz - rice._ 14x/6 1,i/ 215" x' , /ire W Sgbmih Produe/ , ereird -l3 41, ziJ / w doer., winders, 5-brill ,pa e-ls /4ek exif /-. glass orr1 iippr e 4-5 shep di ®/' wheat mart .files /41,/ in ath e4l pr-es4ure s ii) e mot Spate/45 Ti a vZOs Miami Shores Village Building Department \I) (CA tOcscoo. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d5- /9 G g Job Name %renatf 1, 2 3 A1417 5'f. STRUCTURAL CRITIQUE SHEET 9/2.//05- /0 Need E1elia ke-m- CCr /i'76 `cd /e 414d Cm on f Ro4delev, 7C) On 4-2) window al in &X/sd-. L'v. km, /eoh5 /ihe a- slid /n1 gloss ditvr lilindow ai- new Fam. In rol sc- edcc/ /d. G Az4vCaion exeee cis z5% of ex' ./. are,a , 4frzlk P c See, 34-a/. el z, 3 l cvp atliGt.Ch ed . f4 sIi ow,-, ©n S=! ak GzJ4 e re ,P.3/S1 c-u / 7 D5/51 ? .) en lX /S2, brae boi- om G Acrd 4J4j/ 441 % t 3" X and me/a( bus f ev er- /r h r` im etc hr ozl . /ZNxr2" rte Q/ aO,z i,kened tile. 411 7-rr ,ee_ iii x l( r,/ 2 1(E' ' ca Are Walt. e Srbmii produdd Emir- -h 4. JJJ /)t , or51 �f i? & s, f rl- panels icy- ne4v4i exlfi-. sin ws. * ..1/45 et-L li ppre°e el s 519 e p 4:64,1° t %n -e- ` el willait Vrr «i %s tee- /he ire e -e-et pr-es4 tie- e.' v r 1 1111111► 11111111►► 1111111► 1111111111111111► 11111111111111►► 11111111111111111111111111n1111►111►11111111►1111111141 111111111111111111111► 111111111111gt111Q1111111111D111111111111►11m 11111111111111111111111111111111111111m 11111111111111111111111111111111 . , 3491.8.1.2 The requirements of this section shall not • supersede specific requirement of the code for con- struction in Fire Zones. 3401.8.2 Additions 3401.8.2.1 My addition or alterations increasing the floor area of the building, shall meet the requirements of this section. For purposes of this section, whether an addition falls within the stated percentages shall be cal- culated based on the cumulative increase of the build - ing during the course of one calendar year. 340114.2 Aft except Group R3- occupancies shall comply with the following: - • 3401.8.2.2.1 When additions, or alterations increas- ing floor area, are made.to. as existing building, and the addition and - existing builflifitaae.separatc$- y a fire rated. vval? .ss..defincd.sn. Sit 0a,704,.the addi- tion shall conform to all the requirements of the code applicable to a building of the area of the addition. 3401.8.2.2.2 Where the existing building and the addition are not separated by a fire rated wall and the area of the addition is25 percent or more of the area of the existing building, the cxisting building 2nd thr arlrtitinn shall its mode_ to comply with all requirements of the code for a building of area equal to the combined area for the addition and existing building. 3401.8223 Where the existing building and the addition are not separated by a fire rated wall or where the addition is vertically superimposed on an existing building, and the area of the addition is less than 25 percent of the area of the existing building. the following requirements shall apply: 1. The addition shall conform to all requirements of the code applicable to abuilding having the combined area and height of the existing building and the aebiition. 2. The existing bullring shall conform to all requirements of the means of egress for a building of the combined area and height of the addition and the existing building. 3. An approved detection, alarm and communi- cations system, detecting products of combus- tion, shall be required for all public areas and means of egress within the existing building. _3401.8 23 Group R3 Occupancies shall comply with ' ,jie following: 3401.8.2.31 When additions, or alterations increas- ing floor area. are made to an existing building and the addition constitutes 25 percent or more of the area of the existing building. the addition shall be made to comply with all the requirements of the code and the existing building shall comply with the following: FLORIDA BUILDING CODE — BUILDING 3401.5.12 3401.5.3.1 1. Impact resistance devices having a valid NOA shall be installed at openings to provide pro- section against storms. 2. Corners of' buildings of tnasotuy construction shall be checked for tie downs. If tie downs are not found in corners, testing shall be per- formed to locate tie downs in all walls. Proper installation of tie downs shall be done at 20 foot intervals and at each corner except that a interior tie downs may be provided in each side not less than 2 feet on each side of each corner. 2.1 Tie -down -refers to the anchorage from the foundation to -the tic:beam =: and shall provide the equivalent strength of a• vertical #5 reinforcing bar properly attached to the founda- tion and tic beaaiincaTed hir cons te- or mortar and .lapped •a miuittiutn of s 30 inches or odierwise spliced in a manner which will develop the full strength of the bar. 22 Alternate methods of providing ' anchorage of equivalent strength to that described in 2.1 may be used P. where design calculations which admit rational analysis are submitted by a Registered Engineer or Architect Fi proficient in structural design. 3. Roof anchorage shall be checked at all walls where the addition connects to the existing building. If major deficiencies are found and 'c the anchorage is not in compliance with the minimum requirements of the code, the roof anchorage shall be checked for all the existing roof. Minimum anchorage shall be provided E to each member bearing on the exterior walls. 4. Permanent roof bracing shall be provided at ri all gable ends. 5. G.F.C.I. outlets shall be installed where required by the code. 6. Smoke detectors shall be installed where required by the code. 3401.8.23.2 The design professional shall conduct a site visit to ascertain the necessary work to be per- formed to comply with the requirements . of this Section. 3401.8.2.33 The design professional shall provide an inspection report and indicate on the drawings all E IS remedial actions to be performed on the building submittal as a part of the permit plans. t = 3401.8.3 Repairs and alterations increasing c 3401.83.1 Repairs and alterations not the area of the building, trade within any 12 month perm. shall meet the requirements of this section. • 34.3 October 7, 2005 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 05 -1368 Job Name: Addition for Arena Res. Page 1 of 2 Building Critique Sheet /Plans are to be reviewed and approved by HRS, DERM and iami -Dade Planning & Zoning for payment for Impact Fees. L2 . Provide elevation certificate. Addition is an increase of more than 25% of floor area, per FBC 3401.8.3.1 the designer of record is required to visit the site and Nifsubmit a report indicating remedial action to be taken from FBC 3401.8.3.1.1 thru 3401.8.2.3.7. This report will be done in form of letter form and remedial action to be shown on the plans. vir Provide Product Approvals for all windows and doors as required by FBC 1626.1. including the Product Approval Comparison art. (see attached) in 2 sets. . Provide Wind load design Criteria as per 1611, & 1606.1.7 Provide letter of intent from architect or engineer that will inspect the Engineered Unit Masonry, second floor & roof truss installation. rovide shop drawing for proposed railings in 2 "d floor balcony. Submit electrical, mechanical, plumbing, septic tank, roofing and storm shutter permit applications. i Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CBO 305 - 795 -2204 ext 430 Jeb- Bush Governor Arenas, Jorge & Tina 12129 SW 131 Ave Miami, FL 33186 RE: 05- 3444 -N Lot: 15 Block: 101 Miami Shores Dear Applicant: November 10, 2005 11- 3206 -017 -1870 John O. A9Wunobi, MD, MBA Secretary This will acknowledge receipt of an a treatment and disposal system of construction app system treatment to be constructed application permit plans for an onsite sewage g on the above referenced dated 10/19/05 for a proposed 09/29/05 this department P posed properly. 09/29/05 On the date rt the evaluation, pe rmed a site evaluation of the and disposal the site was suitable a above described some fill may P °sal system under the laws and Y be required. Provided there are no a for an onsite sewage some inspection, ll may this evaluation rfired. is valid for one existing on that date evaluation to a re changes to the lot site er from Oeowever occurred that ne Year The more I the changes lapse from see quest for a construction permit, the man- may invalid this evaluation. ore likely chap man m on of wells changes in the lot, changes in the evaluation The ter be changes gra wrig have water table, chnbe affected by: erosion, ordinances on surrounding property, changes in the law, es in drainage, treatment and disposal will specify s minimum conditions for 'rules, or local ystem, your onsite Sewage We require two (2) sets of official pints so they can be stamped. If you have any gUeSbons on this matt er, please call our -office at (305) 513 -3459 Sincerely, am Supervisor Engineer a * El Environmental Administrator Mia Cow Health D 6 I Health N.W. 48 Street Suite Florida Flrid 3 TEL ( 305) 513 -3459. FAX (305) 513 -3472 Email: samir elmir @doh.state f1 us Website: www.dadehealth.or November 4, 2005 Village of Miami Shores Building & Zoning Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: Mr & Mrs. Arenas 623 Northeast 97th Street. Miami Shores, Florida Additon of 25% Rule Compliance Letter Gentlemen: a E. M. Mora o Architects, Inc. We have inspected the above referenced residence in an effort to evaluate the required components that will have to be upgraded in order to comply with the 25% rule as stated in the Florida Building Code Section 3401.8.2 We have incorporated into the construction documents the following items in order to comply with this regulation. GENERAL Second means of escape - One window in each bedroom shall comply with second means of egress as per F.B.C. (See floor plans for location and specifications.) Exterior doors - All new exterior doors shall comply with the minimum standards of the F.B.C. (See floor plans and specifications on Sheet 2) ELECTRICAL Hard -wired smoke detectors -One smoke detector (hard- wired) is shown in each bedroom and sleeping area along with one smoke detector in the area adjacent to the sleeping facilities. (See electrical plans for location and specifications) Electrical wiring - The existing electrical wiring has been Walta. :tjie panels and wiring meeting the minimum standards of the F.B.0 • • • • • •• ••• •• • • • •• Ground fault interrupters (GFI) - GFI outlets will be installed at all bathroom, exterior, garage and kitchen areas within 6 ft. '�a1 Ors for Io'cRtiori aM !' specifications} D S � •� . • • • . • • . • • . :. .. • • • • • NOV ,. 2005 ••. • • • . • • ••. • • . BY. • • • • • • • • • .... • 6761 Southwest 681h Terrace o South Miami, FL 33143 ® 305.740.5185 a :moiabri4belis4uth r+�t.: ••• • • • ••• • • STRUCTURAL Hurricanes Shutters - Impact resistant devices with a valid N.O.A. shall be installed at all openings for protection against storms. Grout filled cells (Tie down) - One #5 vertical bar shall be installed and grouted into the foundation and into the existing tie beam at every comer and at a spacing not to exceed 20 ft. (See Structural plans for location and specifications) Roof Anchorage — The existing wood joists are properly anchored to the existing concrete tie beam with hurricane straps and no additional strapping will be required. (See plans & details.) Based on our visual observation these .re the items required to be updated in order to comply with the 25% ruling and have been incorporated into the construction documents. If we can be of further assistance, please do not hesitate to contact us. Sincerely, Eusebio M. Mora Fla. Lit. Architect #00011732 pcgzva I9! Nov , 9 2005 D Y::-- ••• i • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 m:mo:aaiohlbells®uthira &ti: ••• • • • ••• • • E. M. Mora Architects, Inc. November 4, 2005 Village of Miami Shores Building & Zoning Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE: Mr & Mrs. Arenas 623 Northeast 97th Street. Miami Shores, Florida Inspection of masonry units and roof and floor wood trusses. Gentlemen: This letter shall serve as confirmation that we will be providing the inspections for the masonry units, floor and wood floor wood floor trusses at the addition at the above referenced residence. This inspection will be performed by the architect of record. If we can be of further assistance, please do not hesitate to contact us. Sincerely, Eusebio M. Mora Fla. Lie. Architect #00011732 NOV 9 2005 BY:. - ------ - - - - -- • •• • • • • •• • •• ••• • • •• • • ••• • • ••• ••• • • • • •• •• • • ••• • • • • ••• • • • • ••• • • • 6761 Southwest 68th Terrace • South Miami, FL 33143 • 305.740.5185 • moraarch@ihell=A n1rt • • • •• • • • ••• • • • ••• • • E. M. Mora v Architects, Inc. September 28, 2005 Building Official Miami Shores Village Hall Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Mr. & Mrs. Arenas Residence Addition 623 N.E. 97 Street Miami Shores, Fla. Inspection of reinforced masonry Dear Building Official: This letter will serve as confirmation that we have been retained by Mr. & Mrs. Arenas to perform all reinforce masonry unit inspections. These inspections will be performed by the architect of record. If we can be of further assistance, please do not hesitate to contact us. Sincerely, Eusebio M. Mora, R.A. F1. Lic. #0011732 •• ••• • • • •• • • • • • • • • • •• ••• •• • • • •• • • •• ••• ••• • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • •• • • •• • rtaMMEVET NOV 2 9 2 fit •••• •••.••• • • • • • • • • • • • • • • • • • • ••• • • • • • 6761 Southwest 681 Te :qt; o: Sa0j Mitiir?i. L 33143 • 305.740.5185 • moraarch @bellsouth.net ••• • • • ••• • • FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRU Florida Department of Community Affairs Residential Whole Building Performance Met Project Name: Address: City, State: Owner: Climate Zone: ARENAS RESIDENCE 6231 Y.E. 97TH STREET MIAMI SHORES, FL 33138 - MR. & MRS. JORGE ARENAS South Builder. Permitting Permit Num Jurisdiction Nty' 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Glass area &type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Raised Wood b. Slab -On -Grade Edge Insulation c. 1 Others 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Concrete, Int Insul, Exterior d. Concrete, hit Insul, Exterior e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. Sup: Unc. Ret: Unc. AH: Garage Single Pane 562.0 ft2 0.0 ft2 0.0 112 New 12. Single family 1 4 No 3235 112 Double Pane 0.0 ft2 0.0 ft2 0.0 ft2 R =19.0, 880.0 f12 _ 11.0, 215.0 ft2 _ 152.0 ft2 R =3.0, 1172.0 ft2 R= 3.0,183.0 ft2 _ R=3.0, 1475.0 ft2 _ R=3.0, 1168.0 ft2 R=19.0, 1718.0 ft2 _ R =30.0, 880.0 112 Sup. R=6.0, 35.0 ft Sup. R=6.0, 20.0 ft Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV-Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling,. MZ -H Multizone heating) Cap: 35.2 kBtu/hr _ SEER: 14.05 _ Cap: 41.0 kBtu/hr _ SEER 14.20 Cap: 17.0 kBtu/hr _ COP: 1.00 _ Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 40.0 gallons _ EF: 0.90 MZ -C, PT, Glass/Floor Area: 0.17 Total as -built points: 44153 Total base points: 49133 PASS 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florid nergy •y. e. OWNER/AGEN DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL DATE: EnergyGauge® (Version: FLRCPB v3.30) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.8 The higher the score, the more efficient the home. MR. & MRS. JORGE ARENAS, 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Raised Wood b. Slab -On -Grade Edge Insulation c. 1 Others 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Concrete, Int Insul, Exterior d. Concrete, Int Insul, Exterior e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. Sup: Unc. Ret: Unc. All: Garage New _ 12. Cooling systems Single family _ a. Central Unit 1 4 - b. Central Unit No 3235 ft2 c. N/A Single Pane Double Pane - 562.0 ft2 0.0 ft2 - 13 Heating systems 0.0 ft2 0.0 112 a. Electric Strip 0.0 112 0.0 112 R =19.0, 880.0 ft2 _ R=0.0, 215.0 ft2 - 152.0 ft2 R =3.0, 1172.0 112 _ R =3.0, 183.0 112 - b. N/A R=3.0, 1475.0 ft2 R=3.0, 1168.0 ft2 - c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) R= 19.0,1718.0 ft2 - 15. HVAC credits R =30.0, 880.0 ft2 - (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, Sup. R '6.0, 35.011 MZ- C- Multizone cooling, Sup. R=6.0, 20.0 ft MZ- H- Multizone heating) b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance Cap: 40.0 gallons _ Cap: 35.2 kBtu/hr SEER 14.05 _ Cap: 41.0 kBtu/hr - SEER 14.20 Cap: 17.0 kBtu/hr _ COP: 1.00 _ Cap: 17.0 kBtu/hr COP: 1.00 Fnp PEolasi ONLY I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be inctalled (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 61/K5 Address of New Home: (6023 NE 0(1 City/FL Zip: EF: 0.90 MZ -C, PT, *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStardesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at wi fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affair'iersion: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: L BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 3235.0 32.50 18924.8 Single, Clear N 1.3 5.0 39.0 36.46 0.93 1326.8 Single, Clear N 1.3 3.6 3.0 36.46 0.89 97.0 Single, Clear N 1.3 16.0 5.0 36.46 0.99 181.4 Single, Clear N 1.3 16.0 19.0 36.46 0.99 689.3 Single, Clear N 1.3 6.3 10.0 36.46 0.96 349.2 Single, Clear N 1.3 9.3 17.0 36.46 0.98 610.0 Single, Clear S 6.0 5.7 39.0 66.93 0.51 1337.7 Single, Clear S 1.3 5.7 19.0 66.93 0.89 1130.5 Single, Clear S 1.3 5.7 26.0 66.93 0.89 1546.9 Single, Clear S 1.3 4.3 14.0 86.93 0.82 757.1 Single, Clear E 1.3 5.7 78.0 78.71 0.93 5693.0 Single, Clear E 1.3 16.0 19.0 78.71 0.99 1488.0 Single, Clear E 14.0 8.5 66.0 78.71 0.43 2208.9 Single, Clear E 9.0 8.5 17.0 78.71 0.52 692.7 Single, Clear E 1.3 6.4 52.0 78.71 0.95 3870.4 Single, Clear E 1.3 4.3 21.0 78.71 0.88 1448.0 Single, Clear W 1.3 4.3 21.0 70.53 0.88 1299.7 Single, Clear W 13 5.0 19.0 70.53 0.91 1215.3 Single, Clear W 1.3 16.0 19.0 70.53 1.00 1334.6 Single, Clear W 1.3 16.0 20.0 70.53 1.00 1404.8 Single, Clear W 1.3 16.0 26.0 70.53 1.00 1826.3 Single, Clear W 1.3 5.7 13.0 70.53 0.93 850.7 As -Built Total: 562.0 31368.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, int Insui, Exterior 3.0 1172.0 2.70 3164.4 Exterior 3998.0 2.70 10794.6 Frame, Wood, Exterior 3.0 183.0 6.23 1139.8 Concrete, Int Insut, Exterior 3.0 1475.0 2.70 3982.5 Concrete, Int Insul, Exterior 3.0 1168.0 2.70 3153.6 Base Total: 3998.0 10794.6 As - Built Total: 3998.0 11440.3 DOOR TYPES Area X BSPM = Points Type Area X SPIV' = Points Adjacent 20.0 2.60 52.0 Adjacent Insulated 20.0 2.60 52.0 Exterior 20.0 6.40 128.0 Exterior Wood 20.0 9.40 188.0 IBase Total: 40.0 180.0 As -Built Total: 40.0 240.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 2598.0 2.80 Base Total: 2598.0 7274.4 7274.4 Under Attic 19.0 1718.0 3.72 X 1.00 Under Attic 30.0 880.0 2.77 X 1.00 As -Butt Total: 2598.0 6391.0 2437.6 8828.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 367.0(p) -20.0 Raised 880.0 -2.16 Base Total: - 7340.0 - 1900.8 - 9240.8 Slab -On -Grade Edge Insulation 0.0 215.0(p Slab -On -Grade Edge Insulation 0.0 152.0(p Raised Wood, Stem Wall 19.0 880.0 As -Built Total: 1247.0 -20.00 - 20.00 -0.40 - 4300.0 - 3040.0 -352.0 - 7892.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3235.0 18.79 60785.6 3235.0 18.79 60785.6 Summer Base Points: 88718.6 Summer As -Built Points: 104970.7 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Cooling Points 88718.6 0.4266 37847.4 104970.7 0.462 (1.073 x 1.165 x 0.90) 0.243 104970.7 0.538 (1.073 x 1.165 x 1.00) 0.240 104970.7 1.00 1.170 0.241 0.902 12432.3 0.902 14327.8 0.902 26759.4 EnergyGaugeTu DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: I BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Points .18 3235.0 2.36 1374.2 Single, Clear N 1.3 5.0 39.0 6.03 0.99 233.1 Single, Clear N 1.3 3.6 3.0 6.03 0.99 17.8 Single, Clear N 1.3 16.0 5.0 6.03 1.00 30.1 Single, Clear N 1.3 16.0 19.0 6.03 1.00 114.4 Single, Clear N 1.3 6.3 10.0 6.03 0.99 59.9 Single, Clear N 1.3 9.3 17.0 6.03 1.00 102.2 Single, Clear S 6.0 5.7 39.0 4.49 1.34 235.6 Single, Clear S 1.3 5.7 19.0 4.49 1.02 86.7 Single, Clear S 1.3 5.7 26.0 4.49 1.02 118.6 Single, Clear S 1.3 4.3 14.0 4.49 1.04 65.4 Single, Clear E 1.3 5.7 78.0 4.77 1.02 379.5 Single, Clear E 1.3 16.0 19.0 4.77 1.01 91.2 Single, Clear E 14.0 8.5 66.0 4.77 1.19 375.5 Single, Clear E 9.0 8.5 17.0 4.77 1.12 90.7 Single, Clear E 1.3 6.4 52.0 4.77 1.02 252.4 Single, Clear E 1.3 4.3 21.0 4.77 1.03 102.9 Single, Clear W 1.3 4.3 21.0 5.49 1.00 115.3 Single, Clear W 1.3 5.0 19.0 5.49 1.00 104.2 Single, Clear W 1.3 16.0 19.0 5.49 1.00 104.2 Single, Clear W 1.3 16.0 20.0 5.49 1.00 109.7 Single, Clear W 1.3 16.0 26.0 5.49 1.00 142.6 Single, Clear W 1.3 5.7 13.0 5.49 1.00 71.3 As - Built Total: 562.0 3003.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, int lnsul, Exterior 3.0 1172.0 1.20 1406.4 Exterior 3998.0 0.60 2398.8 Frame, Wood, Exterior 3.0 183.0 1.77 324.2 Concrete, (nt (nsu(, Exterior 3.0 1475.0 1.20 1770.0 Concrete, int lnsul, Exterior 3.0 1168.0 1.20 1401.6 Base Total: 3998.0 2398.8 As -Built Total: 3998.0 4902.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 Adjacent Insulated 20.0 1.30 26.0 Exterior 20.0 1.80 36.0 Exterior Wood 20.0 2.80 56.0 Base Total: 40.0 62.0 As -Built Total: 40.0 82.0 EnergyGauge® DCA Form 600A-2001 EnergyGauge0FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES2001 FLRCPB v3.30 BASE AS -BUILT CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic Base Total: 2598.0 2598.0 0.10 259.8 259.8 Under Attic 19.0 1718.0 0.14 X 1.00 Under Attic 30.0 880.0 0.10 X 1.00 As -Built Total: 2598.0 240.5 88.0 328.5 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab Raised Base Total: 367.0(p) 880.0 -2.1 -770.7 -0.28 -246.4 - 1017.1 Slab -On -Grade Edge Insulation 0.0 215.0(p Slab -On -Grade Edge Insulation 0.0 152.0(p Raised Wood, Stem Wail 19.0 880.0 As -Built Total: 1247.0 -2.10 -2.10 -0.10 -451.5 -319.2 -88.0 458.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 3235.0 -0.06 -194.1 3235.0 -0.06 -194.1 Winter Base Points: 2883.6 Winter As -Built Points: 7263.4 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 2883.6 0.6274 1809.2 7263.4 0.500 (1.099 x 1.137 x 0.91) 1.000 7263.4 0.500 (1.099 x 1.137 x 1.00) 1.000 7263.4 1.00 1.178 1.000 0.950 0.950 0.950 4064.2 4064.2 8128.5 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES2001 FLRCPB v3.30 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details IADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2369.00 9476.0 40.0 0.90 As-Built Total: 4 1.00 2316.36 1.00 9265.4 9265.4 PASS EnergyGauge'u DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Healing Points + Hot Water Points = Total Points 37847 18 09 9476 49133 1 26759 8128 9265 44153 ■ PASS EnergyGauge'u DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 FORM 600A -2001 Code Compliance Checklist - Residential Whole Building Performance Method A - Details ADDRESS: 623 N.E. 87TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfrn /sq.ft. window area; .5 cfm /sq.ft. door area. Vi Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. s 'V Floors 606.1.ARC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration banter is installed that is seated to the perimeter, penetrations and seams. 612.1 Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is seated at the perimeter, at peneitratium and seams. V# Recessed Lighting Foctures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 112" clearance & 3" from insulation; orType IC rated with < 2.0 cfm from conditioned space, tested. / Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Separate readily accessible manual or automatic thermostat for each system. � Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 602.1 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. J Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. N�isc Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. / MVAC Controls 507.1 Separate readily accessible manual or automatic thermostat for each system. � J Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. VP EnergyGaugeT" DCA Form 600A -2001 EnergyGauge®/FiaRES'2001 FLRCPB v3.30 BUILDING INPUT SUMMARY REPORT PROJECT 1 Title: ARENAS RESIDENCE Family Type: Single Address Type: Street Address Owner. MR. & MRS. JORGE ARENAS New/Existing: New Lot #: N/A # of Units: 1 Bedrooms: 4 Subdivision: N/A Builder Name: (blank) Conditioned Area: 3235 Plaffiaak: NIA Climate: South Total Stories: 2 Street: 623 N.E. 97TH STREET Permit Office: MIAMI SHORES Worst Case: No County: MIAMI DADE Jurisdiction #: (blank) Rotate Angle: (blank) City, St, Zip: MIAMI SHORES, FL, 33138- FLOORS # Floor Type GJG°� ype R Vai AreaiPerimeter Units DOORS] # Door Type Orientation Area Units 1 Stab -On -Grade Edge Insulation 0.0 215.0(p) ft 1 2 Slab -On -Grade Edge Insulation 0.0 152.0(p) ft 1 3 Raised Wood/Stem Walt 19.0 880.0ft2 1 1 Insulated A4lacent 20.01? 1 2 Wood Exterior 20.0 W fa 0 Zr ..I 0 Ceiling Type R-Val Area Base Area Units # System Type Efficiency Capacity 1 Under Attic 19.0 1718.0 ft2 1718.0 ft2 1 2 Under Attic 30.0 880.08' 886.08' 1 COOLIN( 1 Central Unit SEER: 14.05 35.2 kBhrAtt 2 Central Unit SEER: 14.20 41.0k&udhr Credit Multipliers: None Credit Multipliers: MZ -C, PT WALLS # Wall Type Location RVaI Area Units z Z = # System Type lrcy Capacity 1 Concrete Mod( - Int Insul Exterior 3.0 1172.0 ft2 1 2 Frame - Wood Exterior 3.0 183.0 if. 1 3 Concrete Block - IM Insul Exterior 3.0 1475.01t2 1 4 Concrete Block - Int Insul Exterior 3.0 1168.0 ft2 1 1 Electric Strip COP: 1.00 17.0 kBtuhrc 2 Electric c Strip COP: 1.00 17.0 kBtUPhr C# reditMultipliers: PT Liu�l�on EIMIn V MY G WINDOWS C DUCTS 1 Unc nad. Uncond. interior 6.0 3&.0 R 2 Unoond. Uncond. Garage 6.0 20.0 ft Credit Multipliers: None m Oo V m t>ii ? t. O <0 ca V C ID W tD 6" N N 6" to to g * * * *gmmmmmmtno cl); > a > .a > > ..a .4 > > - W S✓ p tp CO N V W ;.1 C4 m PO .1 W m W ebb o O o o O O O o o iC:1 0 0 o C w w is i t is iw Co w a o iu is w is w o trty,rn�o,taoao m mP to•p I P 'JbO0o W o4.4ONo V W+l'JJ6 .+. W 4) N N > W WATER # System Type EF Cap. Conservation Type Con. EF 1 Electric Resistance 0.90 406. None 0.00 REFR. # Use Default? Annuli Operating Cost Electric Rate 1 Yes NIA NIA 0 CO 2 Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 Rater Certification #: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp Area Under Fluorescent 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under incandescent: 3235.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV/ERV System Present?: No Avg Celt Hgt10 EnergyGauge® (Version: FLRCPB v3.30 Residential System Sizing Calculation Summary Project Title: ARENAS RESIDENCE MR. & MRS. JORGE ARENAS 623 N.E. 97TH STREET MiAMI SHORES, FL 33138- Code Only Professional Version Ctimate: South Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56qr.) ' Winter design temperature Winter setpoint Winter temperature difference 47 F 70 F 23 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 58177 Btuh Total cooling load calculation 75210 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 58.4 34000 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 86.4 57150 210.7 19050 101.3 76200 WINTER CALCULATIONS Winter Heating Load for 3235 soft Load component Load Window total 562 sqft 12926 Btuh Wall total 3998 sqft 26494 Btuh Door total 40 sqft 400 Btuh Ceiling total 2598 sqft 2766 Btuh Floor total See detail report 7354 Btuh Infiltration 216 cfm 5467 Btuh Subtotal 3120 Btuh 55406 Btuh Duct loss 3600 Btuh 2770 Btuh TOTAL HEAT LOSS 60154 Btuh 58177 Btuh Summer Cooling Load for 3235 soft SUMMER CALCULATIONS Load component Load Window total 562 sqft 29981 Btuh Wall total 3998 sqft 17850 Btuh Door total 40 sqft 420 Btuh Ceiling total 2598 sqft 5183 Btuh Floor total 0 Btuh Infiltration 189 cfm 3120 Btuh Internal gain 3600 Btuh Subtotal(sensible) 60154 Btuh Duct gain 6015 Btuh Total sensible gain 66170 Btuh Latent gain(infiltration) 7200 Stuh Latent gain(intemal) 1840 Btuh Total latent gain 9040 Btuh TOTAL HEAT GAIN 75210 Btuh EnergyGauge® System PREPARED BY. DATE: on ACCA Manual 1. EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details MR. & MRS. JORGE ARENAS Project Title: 623 N.E. 97TH STREET ARENAS RESIDENCE MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F Code Only Professional Version Climate: South 9/1912005 Window ' Panes /SHGC/Frame/U Orientation Area X HTM= Load 1 1, Clear, Metal, 1.00 N 39.0 23.0 897 Btuh 2 1, Clear, Metal, 1.00 N 3.0 23.0 69 Btuh 3 1, Clear, Metal, 1.00 N 5.0 23.0 115 Btuh 4 1, Clear, Metal, 1.00 N 19.0 23.0 437 Btuh 5 1, Clear, Metal, 1.00 N 10.0 23.0 230 Btuh 6 1, Clear, Metal, 1.00 N 17.0 23.0 391 Btuh 7 1, Clear, Metal, 1.00 S 39.0 23.0 897 Btuh 8 1, Clear, Metal, 1.00 S 19.0 23.0 437 Stub 9 1, Clear, Metal, 1.00 S 26.0 23.0 598 Btuh 10 1, Clear, Metal, 1.00 S 14.0 23.0 322 Btuh 11 1, Clear, Metal, 1.00 E 78.0 23.0 1794 Btuh 12 1, Clear, Metal, 1.00 E 19.0 23.0 437 Btuh 13 1, Clear, Metal, 1.00 E 66.0 23.0 1518 Btuh 14 1, Clear, Metal, 1.00 E 17.0 23.0 391 Btuh 15 1, Clear, Metal, 1.00 E 52.0 210 1196 Btuh 16 1, Clear, Metal, 1.00 E 21.0 23.0 483 Btuh 17 1, Clear, Metal, 1.00 W 21.0 23.0 483 Btuh 18 1, Clear, Metal, 1.00 W 19.0 23.0 437 Btuh 19 1, Clear, Metal, 1.00 W 19.0 23.0 437 Btuh 20 1, Clear, Metal, 1.00 W 20.0 23.0 460 Btuh 21 1, Clear, Metal, 1.00 W 26.0 23.0 596 Btuh 22 1, Clear, Metal, 1.00 W 13.0 23.0 299 Btuh Window Total 562 12926 Btuh Walls ' Type R-Value Area X HTM= Load 1 Concrete - Exterior 3.0 1172 6.7 7852 Btuh 2 Frame - Exterior 3.0 183 5.1 933 Btuh 3 Concrete - Exterior 3.0 1475 6.7 9882 Btuh 4 Concrete - Exterior 3.0 1168 6.7 7826 Btuh Wall Total 3998 26494 Btuh Doors Type Area X HTM= Load 1 Insulated - Adjac 20 9.4 188 Btuh 2 Wood - Exter 20 10.6 212 Btuh Door Total 40 400Btuh Ceilings Type R Value Area X HTM= Load 1 Under Attic 19.0 1718 1.2 2062 Btuh 2 Under Attic 30.0 880 0.8 704 Btuh Ceiling Total 2598 2766Btuh Floors l Type R-Vaiue Size X HTM= Load 1 Slab -On -Grade Edge Insui 0 215.0 ft(p) 18.6 3999 Btuh 2 Staten -Grade Edge Instil 0 152.0 ft(p) 18.6 2827 Btuh 3 Raised Wood/Enclosed 19 880.0 sqft 0.6 528 Btuh Floor Total 1247 7354 Btuh ErtergyGaugee FLRCPB v3.30 Manual J Winter Calculations Residential Load - Component Details (continued) MR. & MRS. JORGE ARENAS Project Tide: Code Only Professional Version 623 N.E. 97TH STREET ARENAS RESIDENCE MIAMI SHORES, FL 33138- Climate: South 9/19/2005 Infiltration Type Natural Mechanical infiltration Total ACH X Building Volume CFM= 0.40 32350(sgft) 216 0 216 Load 5467 Btuh 0 Bath 5467 Btuh Totals for Heating Subtotal Duct Loss(using duct multiplier of 0.05) Total Btuh Loss 55406 Btuh 2770 Btuh 58177 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as dear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEP for default) (HIM - ManualJ Heat Transfer Multiplier) Key Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) System Sizing Calculations - Summer Residential Load - Component Details MR. & MRS. JORGE ARENAS Project Title: 623 N.E. 97TH STREET ARENAS RESIDENCE MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F Code Only Professional Version Climate: South 911912005 Window Type Panes /SHGC/U/InSh/ExSh Omt Overhang Len H. Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Clear, 1.00, N, N N 1.33 5 39.0 0.0 39.0 27 27 1053 Btuh 2 1, Clear, 1.00, N, N N 1.33 3.58 3.0 0.0 3.0 27 27 81 Btuh 3 1, Clear, 1.00, N, N N 1.33 16 5.0 0.0 5.0 27 27 135 Btuh 4 1, Clear, 1.00, N, N N 1.33 16 19.0 0.0 19.0 27 27 513 Btuh 5 1, Clear, 1.00, N, N N 1.33 6.33 10.0 0.0 10.0 27 27 270 Btuh 6 1, Clear, 1.00, N, N N 1.33 9.25 17.0 0.0 17.0 27 27 459 Btuh 7 1, Clear, 1.00, N, N S 6 5.66 39.0 39.0 0.0 27 44 1053 Btuh 8 1, Clear, 1.00, N, N S 1.33 5.66 19.0 19.0 0.0 27 44 513 Btuh 9 1, Clear, 1.00, N, N S 1.33 5.66 26.0 26.0 0.0 27 44 702 Btuh 10 1, Clear, 1.00, N, N S 1.33 4.33 14.0 14.0 0.0 27 44 378 Btuh 11 1, Clear, 1.00, N, N E 1.33 5.66 78.0 15.2 62.8 27 85 5746 Btuh 12 1, Clear, 1.00, N, N E 1.33 16 19.0 0.0 19.0 27 85 1615 Btuh 13 1, Clear, 1.00, N, N E 14 8.5 66.0 66.0 0.0 27 85 1782 Btuh 14 1, Clear, 1.00, N, N E 9 8.5 17.0 118 4.2 ,. 27 85 705 Btuh 15 1, Clear, 1.00, N, N E 1.33 6.41 52.0 9.0 43.0 27 85 3900 Btuh 16 1, Clear, 1.00, NI, NI E 1.33 4.33 21.0 5.4 15.6 27 85 1474 Btuh 17 1, Clear, 1.00, N, N W 1.33 4.33 21.0 5.4 15.6 27 85 1474 Btuh 18 1, Clear, 1.00, N, N W 1.33 5 19.0 2.0 17.0 27 85 1497 ,huh 19 1, Clear, 1.00, N, N W 1.33 16 19.0 0.0 19.0 27 85 1615 Btuh 20 1, Clear,1.00,14, N W 1.33 16 2 0.0 0.0 20.0 27 85 1700 Btuh 21 1, Clear, 1.00, N, N W 1.33 16 26.0 0.0 26.0 27 85 2210 Btuh 22 1, Clear, 1.00, N, N W 1.33 5.66 13.0 0.0 13.0 27 85 1105 Mutt Window Total 562 29981 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 3.0 1172.0 4.4 5204 Btuh 2 Frame - Exterior 3.0 183.0 5.0 912 Btuh 3 Concrete - Exterior 3.0 1475.0 4.4 6549 Btuh 4 Concrete - Exterior 3.0 1168.0 4.4 5186 Btuh Wall Total 3998.0 17850 Btuh Doors Type Area HTM Load 1 Insulated - Adjac 20.0 10.6 212 Btuh 2 Wood - Exter 20.0 10.4 208 Btuh Door Total 40.0 420 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic/Dark 19.0 1718.0 2.3 3951 Btuh 2 Under Attic/Dark 30.0 880.0 1.4 1232 Btuh Ceiling Total 2598.0 5183 Btu! Floors Type R-Value Size HTM ` Load 1 Stab -On -Grade Edge Insulation 0.0 215.0 ft(p) 0.0 0 Mutt 2 Slab -On -Grade Edge Insulation 0.0 152.0 ft(p) 0.0 0 Btuh 3 Raised Wood 19.0 880.0 stet 0.0 0 Btuh s Floor Total ��„r,at�s�c�ti�0 0 Btuh Manual J Summer Calculations Residential Load - Component Details (continued) MR. & MRS. JORGE ARENAS Project Title: Code Only 623 N.E. 97TH STREET ARENAS RESIDENCE Professional Version MIAMI SHORES, FL 33138- Climate.. South 9119/2005 Infiltration Type Natural Mechanical Infiltration Total ACH 0.35 Volume 32350 CFA= 189.1 0 189 Load 3120 Btuh Q Btuh 312 . Btuh Internal In Occupants Btuh/occupant 8 X 300 + Appliance 1200 Load 3600 Mutt Totals for Cooling Subtotal Duct gain(using duct multiplier of 0.10) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (8 people @ 230 Btuh per person) Latent other gain TOTAL GAIN 60154 Btuh 6015 Btuh 66170 Btuh 7200 Btuh 1840 Btuh 0 Btuh 75210 Btuh Key: Window types (SHGC - Shading coefficient of Mass as SHGC numerical value or as dear or tint) (U - Windows U Factor ot'CEO jpr default) (InSh - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device; none(N) or numerical value) (Omt - compass orientation) EnergyGauge® FLRCPB v3.30 FORM 600A -2001 FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUC 1 Florida Department of Community Affairs Residential Whole Building Performance Me Project Name: Address: City, State: Owner. Climate Zone: ARENAS RESIDENCE 623 N.E. 97TH STREET MIAMI SHORES, FL 33138 - MR. & MRS. JORGE ARENAS South Builder: Permitting Oflt.; Permit Number. Jurisdiction Number. 232600 /27,9-1()S-1464 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types _ a. Raised Wood R =19.0, 880.0 112 _ b. Slab -On -Grade Edge Insulation R4.1.0, 215.0 ft2 _ c. 1 Others 152.0 ft2 9. Wall types _ a. Concrete, Int Insul, Exterior R= 3.0,1172.0 ft2 _ b. Frame, Wood, Exterior R=3.0, 183.0 ft2 _ c. Concrete, Int Insul, Exterior R =3.0, 1475.0 112 _ d. Concrete, Int Insul, Exterior R=3.0, 1168.0 112 _ e. N/A 10. Ceiling types _ a. Under Attic R= 19.0,1718.0 112 _ b. Under Attic R =30.0, 880.0 112 _ c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 35.0 ft b. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 20.0 ft Single Pane 562.0 112 0.0ft2 0.0 ft2 New Single family 1 4 No 3235 ft2 Double Pane 0.0 ft2 0.0 112 0.0 ft2 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Cap: 35.2 kBtu/hr _ SEER 14.05 _ Cap: 41.0 kBtu/hr SEER 14.20 Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 40.0 gallons EF: 0.90 MZ-C, PT, Glass /Floor Area: 0.17 Total as -built points: 44153 Total base points: 49133 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida nergy •:;e. OWN ERJAG ENT : %. DATE: ri Review of the plans and speciflcaiions covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCPB v3.30) ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.8 The higher the score, the more efficient the home. MR. & MRS. JORGE ARENAS, 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- 1. New construction or existing New 2. Single family or multi- family Single family 3. Number of units, if multi- family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area (112) 3235 ft2 7. Glass area & type Single Pane Double Pane a. Clear - single pane 562.0 ft2 0.0 ft2 b. Clear - double pane 0.0 ft2 0.0 112 c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 d. Tint/other SHGC - double pane 8. Floor types _ a. Raised Wood R =19.0, 880.0 ft2 _ b. Slab -On -Grade Edge Insulation R=0.0, 215.0 ft2 _ c. 1 Others 152.0 ft2 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Concrete, Int Insul, Exterior d. Concrete, Int Insul, Exterior e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. Sup: Unc. Ret: Unc. AH: Garage Dext4 oN py R= 3.0,1172.0 ft2 _ R= 3.0,183.0 ft2 _ R =3.0, 1475.0 ft2 R =3.0, 1168.0 ft2 _ R= 19.0,1718.0 ft2 _ R =30.0, 880.0 ft2 _ Sup. R=6.0, 35.0 ft Sup. R=6.0, 20.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C-Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant f , es. Builder Signature: 4, Date: Address of New Home: (43 City/FL Zip: MA ao *4 Cap: 35.2 kB SEER 14 05 _ Cap: 41.0 kB SEER 14 20 Cap: 17.0 kB COP: 100 Cap: 17.0 kB COP: 1 00 Cap: 40.0 g 'eons _ EF: $ .90 _ MZ-C, *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. ]fyour score zr 80 or greater (or 86 for a USEPA/DOE EnergyStarwdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.faec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affai►gBYersion: FLRCPB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: i BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 3235.0 32.50 18924.8 Single, Clear N 1.3 5.0 39.0 36.46 0.93 1326.8 Single, Clear N 1.3 3.6 3.0 36.46 0.89 97.0 Single, Clear N 1.3 16.0 5.0 36.46 0.99 181.4 Single, Clear N 1.3 16.0 19.0 36.46 0.99 689.3 Single, Clear N 1.3 6.3 10.0 36.46 0.96 349.2 Single, Clear N 1.3 9.3 17.0 36.46 0.98 610.0 Single, Clear S 6.0 5.7 39.0 66.93 0.51 1337.7 Single, Clear S 1.3 5.7 19.D 66.93 989 1130.5 Single, Clear S 1.3 5.7 26.0 66.93 0.89 1546.9 Single, Clear S 1.3 4.3 14.0 66.93 0.82 767.1 Single, Clear E 1.3 5.7 78.0 78.71 0.93 5693.0 Single, Clear E 1.3 16.0 19.0 78.71 0.99 1488.0 Single, Clear E 14.0 8.5 66.0 78.71 0.43 2208.9 Single, Clear E 9.0 8.5 17.0 78.71 0.52 692.7 Single, Clear E 1.3 6.4 52.0 78.71 0.95 3870.4 Single, Clear E 1.3 4.3 21.0 78.71 0.88 1448.0 Single, Clear W 1.3 4.3 21.0 70.53 0.88 1299.7 Single, Clear W 1.3 5.0 19.0 70.53 0.91 1215.3 Single, Clear W 1.3 16.0 19.0 70.53 1.00 1334.6 Single, Clear W 1.3 16.0 20.0 70.53 1.00 1404.8 Single, Clear W 1.3 16.0 26.0 70.53 1.00 1826.3 Single, Clear W 1.3 5.7 13.0 70.53 0.93 850.7 As -Built Total: 562.0 31368.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, int insui, Exterior 3.0 1172.0 2.70 3164.4 Exterior 3998.0 2.70 10794.6 Frame, Wood, Exterior 3.0 183.0 6.23 1139.8 Concrete, Int Insul, Exterior 3.0 1475.0 2.70 3982.5 Concrete, Int Insul, Exterior 3.0 1168.0 2.70 3153.6 Base Total: 3998.0 10794.6 As -Built Total: 3998.0 11440.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 Adjacent Insulated 20.0 2.60 52.0 Exterior 20.0 6.40 128.0 Exterior Wood 20.0 9.40 188.0 Base Total: 40.0 180.0 As -Built Total: 40.0 240.0 EnergyGauge® DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 1 FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: EnergyGaugem DCA Form 600A -2001 EnergyGauge€l/FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 2598.0 2598.0 2.80 7274.4 7274.4 tinder Attic 19.0 1718.0 3.72 X 1.00 Under Attic 30.0 880.0 2.77X 1.00 As -Built Total: 2598.0 6391.0 2437.6 8828.6 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 367.0(p) 880.0 -20.0 - 7340.0 -2.16 - 1900.8 - 9240.8 Slats -On -Grade Edge Insulation 0.0 215.0(p Slab -On -Grade Edge Insulation 0.0 152.0(p Raised Wood, Stem Wall 19.0 880.0 As -Built Total: 1247.0 - 20.00 -20.00 -0.40 - 4300.0 - 3040.0 -352.0 - 7692.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3235.0 18.79 60785.6 3235.0 18.79 60785.6 Summer Base Points: 88718.6 - Summer As -Built Points: 104970.7 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier MuJdpJier Multiplier (DM x DSM x AHU) Cooling Points 88718.6 0.4266 37847.4 104970.7 0.462 (1.073 x 1.165 x 0.90) 0.243 104970.7 0.538 (1.073 x 1.165 x 1.00) 0.240 104970.7 1.00 1.170 0.241 0.902 12432.3 0.902 14327.8 0.902 26759.4 EnergyGaugem DCA Form 600A -2001 EnergyGauge€l/FIaRES'2001 FLRCPB v3.30 1 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT 1 BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type/SC Overhang Omt Len Hgt Area X WPM X WOF = Poin .18 3235.0 2.36 1374.2 Single, Clear N 1.3 5.0 39.0 6.03 0.99 233.1 Single, Clear N 1.3 3.8 3.0 6.03 0.99 17.8 Single, Clear N 1.3 16.0 5.0 6.03 1.00 30.1 Single, Clear N 1.3 16.0 19.0 6.03 1.00 114.4 Single, Clear N 1.3 6.3 10.0 6.03 0.99 59.9 Single, Clear N 1.3 9.3 17.0 6.03 1.00 102.2 Single, Clear S 6.0 5.7 39.0 4.49 1.34 235.6 Single, Clear S 1.3 53 19.0 4.49 1.02 86.7 Single, Clear S 1.3 5.7 26.0 4.49 1.02 118.6 Single, Clear S 1.3 4.3 14.0 4.49 1.04 65.4 Single, Clear E 1.3 5.7 78.0 4.77 1.02 379.5 Single, Clear E 13 16.0 19.0 4.77 1.01 91.2 Single, Clear E 14.0 8.5 66.0 4.77 1.19 375.5 Single, Clear E 9.0 8.5 17.0 4.77 1.12 90.7 Single, Clear E 1.3 6.4 52.0 4.77 1.02 252.4 Stngfe, Cf rea E 1.3 4.3 21.0 4.77 1.03 102.9 Single, Clear W 1.3 4.3 21.0 5.49 1.00 115.3 Single, Clear W 1.3 5.0 19.0 5.49 1.00 104.2 Single, Clear W 1.3 16.0 19.0 5.49 1.00 104.2 Single, Clear W 1.3 16.0 20.0 5.49 1.00 109.7 Single, Clear W 1.3 16.0 26.0 5.49 1.00 142.6 Single, Clear W 1.3 5.7 13.0 5.49 1.00 71.3 As -Built Total: 582.0 3003.5 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, int fnsuf, Exterior 3.0 1172.0 1.20 1406.4 Exterior 3998.0 0.60 2398.8 Frame, Wood, Exterior 3.0 183.0 1.77 324.2 Concrete, Int Instil, Exterior 3.0 1475.0 1.20 1770.0 Concrete, Int Insul, Exterior 3.0 1168.0 1.20 1401.6 Base Total: 3998.0 2398.8 As -Built Total: 3998.0 4902.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 Adjacent Insulated 20.0 1.30 26.0 Exterior 20.0 1.80 36.0 Exterior Wood 20.0 2.80 56.0 Base Total: 40.0 62.0 As -Built Total: 40.0 82.0 EnergyGauge® DCA Form 600A-2001 EnergyGauge®IFIaRES'2001 FLRCPB v3.30 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: 1 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 BASE AS -BUILT CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic Base Total: 2598.0 2598.0 0.10 259.8 259.8 Under Attic 19.0 1718.0 0.14 X 1.00 Under Attic 30.0 880.0 0.10 X 1.00 As -Built Total: 2598.0 240.5 88.0 328.5 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab Raised Base Total: 367.0(p) 880.0 -2.1 -770.7 -0.28 -246.4 - 1017.1 Slab -On -Grade Edge Insulation 0.0 215.0(p Slab -On -Grade Edge Insulation 0.0 152.0(p Raised Wood, Stem Wall 19.0 880.0 As - Built Total: 1247.0 - 2.10 -2.10 -0.10 -451.5 -319.2 -88.0 -858.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 3235.0 -0.06 -194.1 3235.0 -0.06 -194.1 Winter Base Points: 2883.6 Winter As -Built Points: 7263.4 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 2883.6 0.6274 1809.2 7263.4 0.500 (1.099 x 1.137 x 0.91) 1.000 7263.4 0.500 (1.099 x 1.137 x 1.00) 1.000 7263.4 1.00 1.178 1.000 0.950 4064.2 0.950 4064.2 0.950 8128.5 EnergyGaugeTM DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 1 FORM 600A -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 623 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 4 2369.00 9476.0 40.0 0.90 As -Built Total: 4 1.00 2316.36 1.00 9265.4 9265.4 PASS EnergyGaugeTm DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Healing + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 37847 1809 9476 49133 26759 8128 9265 44153 PASS EnergyGaugeTm DCA Form 600A -2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 i FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details IADDRESS: 823 N.E. 97TH STREET, MIAMI SHORES, FL, 33138- PERMIT* 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is Installed that extends from, and is sealed to, the foundation to the top plate. N/ /� Floors 606.1.ABC.1.2.2 Penetrations/ openings >118" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. V Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps et gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a seated box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 dm tom conditioned space, tested. vt ssr Muni -si• Houses 6061.ABC.1.2.5 Air barrier on • - - ' - of floor -: men fkaors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. e y 8A-22 OTHER PRESCRIPTIVE MEASURES [must be met or exceeded by an residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12, Switch or dearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools rm must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. N/ /� Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. � Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610 - Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 6071 Sepacafe readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R-11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugeTM DCA Form 600A-2001 EnergyGauge FIaRES'2001 FLRCPB v3.30 BUILDING INPUT SUMMARY REPORT I- V W 3 le d. Title: ARENAS RESIDENCE Family Type: Single Address Type: Street Address Owner MR. & MRS. JORGE ARENAS New/Existing: New Lot #: N/A # of Units: 1 Bedrooms: 4 Subdivision: N/A Builder Name: (blank) Conditioned Area: 3235 Platbook: N/A Climate: South Total Stories: 2 Street: 623 N.E. 97TH STREET Permit Office: MIAMI SHORES Worst Case: No County: MIAMI DADE Jurisdiction #: (blank) Rotate Angle: (blank) City, St, Zip: MIAMI SHORES, FL, 33138- I FLOORS 1 # Floor Type `"°"" R -Val Area/Perimeter Units N # Door Type Orientation Area Unite 1 Stab -On -Grade Edge insulation 0.0 215.0(3) It 1 2 Slab -On -Grade Edge Insulation 0.0 152.0(p) it 1 3 Raised Wood/Stem Wall 19.0 880.0ft2 1 le 0 0 0 1 insufated Adjacent 20.01F 1 2 Wood Exterior 20.0 1 CEILINGS # Ceding Type R -Vat Area Base Area Units Z J 0 0 0 # System Type Efficiency Capacity 1 Under Attic 19.0 1718.0 ft2 1718.0 ft' 1 2 Under Attic 30.0 880.0 ft2 880.0 ft2 1 1 Central Unit SEER 14.05 35.2 kBtu/hr 2 Central Unit SE14.20 41.0 Mu/11r ER. Credit Multipliers: None Credit Multipliers: M¢ -C, PT L WALLS # Wall Type Location R Val Area Units # System Type Efficiency Capacity 1 Concrete Block - Int Insul Exterior 3.0 1172.0 ft2 1 2 Frame - Wood Extenor 3.0 183.01F 3 Concrete Block - Int insul Exterior 3.0 1475.0 ft' 1 4 Concrete Block - Int Insul Exterior 3.0 1168.0 ft' 1 t7 Z I j,,��y yyy = 1 Electric Strip COP: 1.00 17.0 kBtulhr 2 Electric Strip CQP: 1.00 17.0 KBtwrir Credit Multipliers: PT I DUCTS I Air Handier p�� # Supply o LRocation Location R -tTel' EMU WINDOWS # Panes lint Ornt Area OH Length OH tight Units 1 Single Clear N 13.0 ft' 1.3 ft 5.0 ft 3 2 Single Clear N 3.0 ft' 1.3 ft 3.6 ft 1 3 Single Clear N 5_D ft' 1.3 ft 16.0 ft 1 4 Single Clear N 19.0 fF 1.3 ft 16.0 ft 1 5 Single Clear N 5.0 ft' 1.3 ft 6.3 ft 2 6 Single Clear N 17.0 ft' 1.3 ft 9.3 ft 1 7 Single Clear S 13.0 ft' 6.0 ft 5.7 ft 3 8 Single Clear S 19.0 ft2 1.3 ft 5.7 ft 1 9 Single Clear S 13.0 ft2 1.3 ft 5.7 ft 2 10 Single Clear S 7.0 ft2 1.3 ft 4.3 ft 2 11 Single Clear E 13.0112 1.3 It 5.7 ft 6 12 Single Clear E 19.0 ft' 1.3 ft 16.0 ft 1 13 Single Clear E 33.0 ft' 14.0 ft 8.5 ft 2 14 Single Clear E 17.0 0' 9.0 ft 8.5 ft 1 15 Single Clear E 13.0 ft' 1.3 ft 6.4 ft 4 16 Single Clear E 7.0 if 1.3 R 4.3 it 3 17 Single Clear W 7.0 ft' 1.3 ft 4.3 ft 3 18 Single Clear W 19.0 0' 1.3 ft 5.0 ft 1 19 Single Clear W 19.002 1.3 ft 16.0 ft 1 20 Single Clear W 10.0 ft2 1.3 ft 16.0 ft 2 21 Single Clear W 13.002 1.3 ft 16.0 ft 2 22 Single Clear W 13.0 ft2 1.3 ft 5.7 ft 1 1 Untold. Uncond. interior 6.0 35.0 R 2 Unc ond. Uncond. Garage 6.0 20.0 ft Credit Multipliers: None I WATER # System Type EF Cap. Conservation Type Con. EF 1 Electric Rasismm.e 0.90 40.0 None WV r REFR. # Use Default? ,Annual Operating Coat Electric Rate 1 Yes N/A N/A I 'Inc Rater Name: CodeOnlyPro Class #: 3 Pool Size: 0 Rater Certification #: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp Area Under Fluorescent 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 3235.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV/ERV System Present?: No Avg Cell Hgt:10 EnergyGauge® (Version: FLRCPB v3. Residential System Sizing Calculation Summary Project Title: ARENAS RESIDENCE MR. & MRS. JORGE ARENAS 623 N.E. 97TH STREET MIAMI SHORES, FL 33138- Code Only Professional Version Climate: South Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) Humidity data Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference 56 r.) Winter design temperature Winter setpoint Winter temperature difference 47 F 70 F 23 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating Toad calculation 58177 Btuh Total cooling load calculation 75210 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 58.4 34000 Submitted cooling capacity Sensible (SHR = 0.75) Latent Total % of calc Btuh 86.4 57150 210.7 19050 101.3 76200 WINTER CALCULATIONS Winter Heating Load for 3235 soft Load component Load Window total 562 sqft 12926 Btuh Wall total 3998 sqft 26494 Btuh Door total 40 sqft 400 Btuh Ceiling total 2598 sqft 2766 Btuh Floor total See detail report 7354 Btuh Infiltration 216 cfm 5467 Btuh Subtotal 3120 Btuh 55406 Btuh Duct less 3600 Btuh 2770 Btuh TOTAL HEAT LOSS 60154 Btuh 58177 Btuh Summer Coofinq Load for 3235 s SUMMER CALCULATIONS Load component Load Window total 562 sqft 29981 Btuh Wall total 3998 sqft 17850 Btuh Door total 40 sqft 420 Btuh Ceiling total 2598 sqft 5183 Btuh Floor total 0 Btuh Infiltration 189 cfm 3120 Btuh Internal gain 3600 Btuh Subtotal(sensible) 60154 Btuh Duct gain 6015 Btuh Total sensible gain 66170 Btuh Latent gain(infiltration) 7200 Stuh Latent gain(intemal) 1840 Btuh Total latent gain 9040 Btuh TOTAL HEAT GAIN 75210 Btuh wane(46%) EnergyGauge® System Sizing PREPARED BY: DATE: EnergyGauge® FLRCPB v3.30 on ACCA Manual J. System Sizing Calculations - Winter Residential Load - Component Details MR. & MRS. JORGE ARENAS Project Title: 623 N.E. 97TH STREET ARENAS RESIDENCE MiAMl SHORES, FL 33138- Reference City: Miami (Defaults) Winter Temperature Difference: 23.0 F Code Only Professional Version Climate: South 9/19/2005 Window ' PanesISHGC /FrameIU Orientation Area X HTM= Load 1 1, Clear, Metal, 1.00 N 39.0 23.0 897 Btuh 2 1, Clear, Metal, 1.00 N 3.0 23.0 69 Btuh 3 1, Clear, Metal, 1.00 N 5.0 23.0 115 Btuh 4 1, Clear, Metal, 1.00 N 19.0 23.0 437 Btuh 5 1, Clear, Metal, 1.00 N 10.0 23.0 230 Btuh 6 1, Clear, Metal, 1.00 N 17.0 23.0 391 Btuh 7 1, Clear, Metal, 1.00 S 39.0 23.0 897 Btuh 8 1, Clear, Metal, 1.00 S 19.0 23.0 437 Btuh 9 1, Clear, Metal, 1.00 S 26.0 23.0 598 Btuh 10 1, Clear, Metal, 1.00 S 14.0 23.0 322 Btuh 11 1, Clear, Metal, 1.00 E 78.0 23.0 1794 Btuh 12 1, Clear, Metal, 1.00 E 19.0 23.0 437 Btuh 13 1, Clear, Metal, 1.00 E 66.0 23.0 1518 Btuh 14 1, Clear, Metal, 1.00 E 17.0 23.0 391 Btuh 15 1, Clear, Metal, 1.00 E 52.0 23.0 , 1196 Btuh 16 1, Clear, Metal, 1.00 E 21.0 23.0 483 Btuh 17 1, Clear, Metal, 1.00 W 21.0 23.0 483 Btuh 18 1, Clear, Metal, 1.00 W 19.0 23.0 437 Btuh 19 1, Clear, Metal, 1 AO W 19.0 23.0 437 Btuh 20 1, Clear, Metal, 1.00 W 20.0 23.0 460 Btuh 21 1, Clear, Metal, 1.00 W 26.0 23.0 598 Stun 22 1, Clear, Metal, 1.00 W 13.0 23.0 299 Btuh Window Total 562 12926 Btuh Watts Type R -Value Area X HTM= Load 1 Concrete - Exterior 3.0 1172 6.7 7852 Btuh 2 Frame - Exterior 3.0 183 5.1 933 Btuh 3 Concrete - Exterior 3.0 1475 6.7 9882 Btuh 4 Concrete - Exterior 3.0 1168 6.7 7826 Btuh Walt Total 3998 26494: h Doors Type Area X HTM= Load 1 Insulated - Adjac 20 9.4 188 Btuh 2 Wood - Exter 20 10.6 212 Btuh Door Total 40 400Btuh Ceilings Type R-Value Area X HTM= Load 1 Under Attic 19.0 1718 1.2 2062 Btuh 2 Under Attic 30.0 880 0.8 704 Btuh Ceiling Total 2598 2766Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 215.0 ft(p) 18.6 3999 Btuh 2 Slab- On -Grade Edge Insul 0 152.0 ft(p) 18.6 2827 Btuh 3 Raised Wood/Enclosed 19 880.0 sqft 0.6 528 Btuh Floor Total 1247 7354 Btuh EnergyGauge FLRCPB v3.30 'e Manual J Winter Calculations Residential Load - Component Details (continued) MR. & MRS. JORGE ARENAS Project Title: Code Only 623 N.E. 97TH STREET ARENAS RESIDENCE Professional Version MIAMI SHORES, FL 33138- Climate: South 9/19/2005 Infiltration Type Natural Mechanical Infiltration Total ACH X Building Volume CFM= 0.40 32350(4t) 216 0 216 Load 5467 Btuh 0 Bath 5467 Btuh Key. Window types (SHGC - Shading c oefflcient of glass as SHGC numerical value or as dear or tint) (Frame types - metal, wood or insulated metal) (tl - Window U- Factor or 'DEP for default) (1-ITM - ManualJ Heat Transfer Multiplier) Key. Floor size (perimeter(p) for stab -on -grade or area for all other floor types ) Subtotal 55406 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 2770 Btuh Total Btuh Loss 58177 Btuh Key. Window types (SHGC - Shading c oefflcient of glass as SHGC numerical value or as dear or tint) (Frame types - metal, wood or insulated metal) (tl - Window U- Factor or 'DEP for default) (1-ITM - ManualJ Heat Transfer Multiplier) Key. Floor size (perimeter(p) for stab -on -grade or area for all other floor types ) System Sizing Calculations - Summer Residential Load - Component Details MR. & MRS. JORGE ARENAS Project Title: 623 N.E. 97TH STREET ARENAS RESIDENCE MIAMI SHORES, FL 33138- Reference City: Miami (Defaults) Summer Temperature Difference: 15.0 F Code Only Professional Version Climate: South 9/19/2005 Window Type ` Panes/SHGCIU/InSh/ExSh Omt Overhang Len Hqt Window Area(soft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1, Clear, 1.00, N, N N � 1.33 5 39.0 0.0 39.0 27 27 1053 Btuh 2 1, Clear, 1.00, N, N N 1.33 3.58 3.0 0.0 3.0 27 27 81 Btuh 3 1, Clear, 1.00, N, N N 1.33 16 5.0 0.0 5.0 27 27 135 Btuh 4 1, Clear, 1.00, N, N N 1.33 16 19.0 0.0 19.0 27 27 513 Btuh 5 1, Clear, 1.00, N, N N 1.33 6.33 10.0 0.0 10.0 27 27 270 Btuh 6 1, Clear, 1.00, N, N N 1.33 9.25 17.0 0.0 17.0 27 27 459 Btuh 7 1, Clear, 1.00, N, N S 6 5.66 39.0 39.0 0.0 27 44 1053 Btuh 8 1, Clear, 1.00, N, N S 1.33 5.66 19.0 19.0 0.0 27 44 513 Btuh 9 1, Clear, 1.00, N, N S 1.33 5.66 26.0 26.0 0.0 27 44 702 Btuh 10 1, Clear, 1.00, N, N S 1.33 4.33 14.0 14.0 0.0 27 44 378 Btuh 11 1, Clear, 1.00, N, N E 1.33 5.66 78.0 15.2 62.8 27 85 5746 Btuh 12 1, Clear, 1.00, N, N E 1.33 16 19.0 0.0 19.0 27 85 1615 Btuh 13 1, Clear, 1.00, N, N E 14 8.5 66.0 66.0 0.0 27 85 1782 Btuh 14 1, Clear, 1.00, N, N E 9 8.5 17.0 12.8 4.2 27 85 705 Btuh 15 1, Clear, 1.00, N, N E 1.33 6.41 52.0 9.0 43.0 27 85 3900 Btuh 16 1, Clear, 1.00, N, N E 1.33 4.33 21.0 5.4 15.6 27 85 1474 Stub 17 1, Clear, 1.00, N, N W 1.33 4.33 21.0 5.4 15.6 27 85 1474 Btuh 18 1, Clear, 1.04,141!1 W 1.33 5 19.0 2.0 17.0 27 85 1497 Btuh 19 1, Clear, 1.00, N, N W 1.33 16 19.0 0.0 19.0 ( 27 85 1615 Btuh 20 1, Clear, 1.00, N, N W 1.33 16 20.0 0.0 20.0 27 85 1700 Btuh 21 1, Clear, 1.00, N, N W 1.33 16 26.0 0.0 26.0 27 85 2210 Btuh 22 1, Clear, 1.00, N,14 W 1.33 5.86 13.0 0.0 13.0 27 85 1105 Btuh Window Total 562 29961 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 3.0 1172.0 4.4 5204 Btuh 2 Frame - Exterior 3.0 183.0 5.0 912 Btuh 3 Concrete - Exterior 3.0 1475.0 4.4 6549 Btuh 4 Concrete - Exterior 3.0 1168.0 4.4 5186 Btuh Wall Total 3998.0 17850 Btuh Doors Type Area HTM Load 1 Insulated - Adjac 20.0 10.6 212 Btuh 2 Wood - Exter 20.0 10.4 208 Btuh Door Total 40.0 420 Btuh Ceilings Type/Color R -Value Area HTM Load 1 Under Attic/Dark 19.0 1718.0 2.3 3951 Btuh 2 Under Attic /Dark 30.0 880.0 1.4 1232 Btuh Ceiling Total 2598.0 5183 Btuh Floors Type R -Value Size HTM Load 1 Stan -On- Grade ,Edge insulation 0.0 215.0 no) 0.0 0 Stub 2 Slab -On -Grade Edge Insulation 0.0 152.0 ft(p) 0.0 0 Btuh 3 Raised Wood 19.0 860.0 sgtt 0.0 0 Btuh r Floor Total FnArovtlAtinvole Fi RCPRI244410 r 0 Btuh 4 Manual J Summer Calculations Residential Load - Component Details (continued) MR. & MRS. JORGE ARENAS Project Title: Code Only Professional Version 623 N.E. 97TH STREET ARENAS RESIDENCE MIAMI SHORES, FL 33138- Climate: South 9/1912005 Infiltration Type Natural Mechanical Infiltration Total ACH 0.35 Volume 32350 CFM= 189.1 0 189 Load 3120 Btuh 0 Btuh 3120 Btuh Internal in Occupants 8 Btuh /occupant Appliance Load X 300 + 1200 3600 Btuh Totals for Cooling Subtotal Duct gain(using duct multiplier of 0.10) Total sensible gain Latent infiltration gain (for 56 gr. humidity difference) Latent occupant gain (8 people @ 230 Btuh per person) Latent other gain TOTAL GAIN 60154 Btuh 6015 Btuh 66170 Btuh 7200 Btuh 1840 Btuh 0 Btuh 75210 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF for default} (InSh - Interior shading device: none(N), Biinds/Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (ant - compass orientation) EnergyGauge® FLRCPB v3.30 Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. Ilter, P.E. FL Reg: Eng. No. 36205 3320 Paddock Road Weston, FL 33331 (954) 600 -7123 Project Name: .ARENAS- ADDITION N °91305 623 N . E . 9 7 STREET MIAMI SHORES, FLORIDA Building Authority: .MIAMI SHORES, FLORIDA Design Load: 30 + 15 + 0 + 10 PSF. Building Code: FBC2001 /ASCE 7/98 Software Used: MiTek 2000 Ver. 5.1 Project Engineer of Record: •• •.• • • • • • .• • • • • • • • • • • • •• ••• ••• ••• • • • • • • • • • • • • • • • • • ••• • . • • • •• 0 • • • • • • •• •• ••• • • • • • ••• • • • • ••• • • • • ••• • • • • • • • •.• • • • • • • • • • • • • • • • • •. •• • • • •* .• ..• 0 • • 0410 • • otA uo5 100`5 IMCMIEV'Mi at NOV 2 2005 BY:./.1)\ ROYAL TRUSS CORP. 9556 NW 79 AVE. #5 HIALEAH, FL 33016 1 Phone: 305 - 822-0020/21 Fax: 305 -822 -0029 To: JOB # 9305 ARENAS ADDITION 623 NE 97 ST. MIAMI, FL.33138 Reaction Summary Job Number. 9305 Page: 1 Date: 10-02 -2005 - 10:13:38 PM Project ID: 9305 Project: Block No: Model: Lot No: Contact: Site: office: Deliver To: Account No: Designer Eddie Davis Salesperson: Quote Number Name: Phone: Fax: Tentative Deliv, Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: - Reactions: _�_ - -- - .-- - i - -._. , 2 CJ5 22 lbs. each 6 - 0 -13 CORNER JACK 2- 2- 1 2.83 0.00 Joint 2 Joint 5 374 Ibs. 296 lbs. -550 lbs. -205 Ibs. 2 CJ7 32 lbs. each 7 - 4 - 6 CORNER JACK 2 -5 -12 2.83 0.00 Joint2 Joint6 444 lbs. 463 lbs. -576 Ibs. -336 lbs. -- 2 CJ9 43 Ibs. each 9 -10 -13 CORNER JACK 3 -0 -15 2.83 0.00 Joint2 Joint6 648 lbs. 834 lbs. -727 lbs. -474 lbs. 13 Fl 73 lbs. each 14 - 7 - 0 FLAT TR 2 X4 1 -10 - 0 0.00 0.00 Joint l Joint 7 9291bs. 929 lbs. I \I \ICI ilM1 3 F2 97 lbs. each 19 - 7 - 0 FLOOR 1 - 10 - 0 0.00 0.00 Joint l Joint 15 Joint 8 0 lbs. 1734 lbs. 851 lbs. 79 Ibs. l \Ill \I ■1 \ICI' 5 F3 78 lbs each 15 - 9 - 8 FLOOR 1 -10 -0 0.00 0.00 Jointl Joint8 1008 lbs. 1008 ms. Iii \I•I %ICI 2 (1) 2-Ply FG1 112 lbs. each 19 - 6 - 8 2X6/2X6 FLOOR 1 -10 - 0 0.00 0.00 Joint 16 Joint 15 Joint 9 0 lbs. 2791 Ibs. 3144 Ibs. -345 lbs. 1 \IalI••�I \I i1 2 (1) 2 -Ply FG2 61 lbs. each 10 - 3 - 4 2X6/2X6 FLAT GIRDER TR. 1 -10 - 0 0.00 0.00 Joint 8 Joint 5 3111 Ibs. 3111 Ibs. \I 1 \I 1 H1 73 lbs. each 15 - 4 -12 HP TR 3 -5 -14 4.00 0.00 Joint2 Joint? 983 Ibs. 812 Ibs. -821 lbs. - 4911bs. C ■/ I 1 112 74 lbs. each 15 - 4 -12 MP TR 3 -10 -8 4.00 0.00 Joint 2 Joint 7 t,,,. 983 lbs. 812 lbs. -821 lbs. -491 lbs. 1 HG1 73 lbs. each 16 - 0 - 0 HIP GIRDER 3 -1 - 0 4.00 0. X1 Joint 2 Joint 7 1819 Ibs. 18191bs -1365 lbs. - 13651bs. r c�� 1 HG2 48 lbs. each 12 - 6 - 0 ROOF TRUSS 2 -2 -3 4.00 0.00 Joint2 Joint5 11371bs. 951 lbs. -962 lbs. -594 Ibs. �I\ a 3 (1) 3-Ply HG3 92 lbs. each 18 - 9 - 0 2X4/2X6 ROOF TRUSS 2 -5 -14 4.00 0.00 Joint2 Joint6 5470 Ibs. 5302 lbs. -3941 Ibs. -3595 Ibs. � � 12 J1 5 lbs. each 1 - 0 - 0 JACK TR @ 45 1- 1- 0 4.00 0.00 Joint 2 Joint 3 271 lbs. 163 lbs. -497 lbs. -40 lbs. 4 J2 18 Ibs. each 5 - 2 - 8 JACK TR 2- 5- 14 4.00 0.00 Joint 2 Joint 3 Joint 4 446 Ibs. 189 Ibs. 48. lbs. -523 lbs. -175 lbs. 12 J3 11 lbs. each 3 - 0 - 0 JACK TR ® 45 1- 9- 0 4.00 0.00 Joint 2 Joint 3 Joint 4 348 lbs. 66 Ibs. 26 Ibs. -503 lbs. -20 lbs. 2 • • J4 I'. • i 15 . _ • • • • • ii ?, -$ : • • • • • • • NA fp. • • • 2 -2 -3 4.00 0.00 Joint2 Joint3 Joint4 402 lbs. 141 Ibs. 39 lbs. - 5081bs. -118 lbs. 6 .15 17 .�. eac. 5 - 0 - 0 ••• JACK TR @ 45 •. • ••• 2 -5 -0 4.00 0.00 Joint2 Joint3 Joint4 436 lbs. 179 lbs. 46 lbs. - 5201bs. - 1631bs. i 1 • • • • • J6 • i • • • 6il.rach • • • 1-1-I • • • • • • lAC} : • • • 1 - 0 -12 4.00 0.00 Joint I Joint 2 Joint 3 100 lbs. 82 Ibs. 18 lbs. -54 lbs. -92 lbs. - ,::,:i 1 J61 81bs.taClt • 2 - 2 - 8 • • • • • • • • • 1- JACK TR • • • • 5 -14 4.00 0.00 Joint 2 Joint 3 Joint 4 3271bs. 671bs. 18 Ibs. -525 lbs. • • . ••• • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • ••• • • ROYAL TRUSS CORP. 9550LNW 79 AVE. #5 HIALEAH, FL 33016 4- Phone: 305- 822-0020t21 Fax: 305 - 822-0029 TO JOB # 9305 ARENAS ADDITION 623 NE 97 ST. MIAMI, FL33138 Reaction Summary Job Number. 9305 Page: 2 Date: 10 -02 -2005 - 10:13:38 PM Project ID: 9305 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer. Eddie Davis Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 2 J7 23 Ibs. each 7 - 0 - 0 JACK 1R 3 -1 - 0 4.00 0.(m Joint 2 Joint 3 Joint 4 537 lbs. 277 lbs. 66 lbs - 560Ibs. - 270Ibs. II !:� 9 T1 56 lbs. each 16 - 0 - 0 COMMON TR 3 -5 -0 4.00 0.00 Joint Joint4 997 lbs. 997 Ibs. -824 Ibs. -824 lbs. \ 1 T11 54113S. each 16 - 0 - 0 COMMON TR - 5 - 0 4.00 0.00 Joint l Joint 3 835 lbs. 1006 lbs. -492 lbs. -843 lbs. riiii: 4 T12 58 lbs. each 15 - 4 - 12 CUT BACK TR 3 -5 -1 4.00 0.00 Joint2 Joint 983 lbs. 812 lbs. -832 lbs. -480 lbs. / 1 T2 65 Ibs. each 15 - 4 -12 SPECIAL TR 2 -10 -0 4.00 0.00 Joint2 Joint? 983 Ibs. 812 lbs. b -830 Ibs. - 4821bs. q� 1 T3 77 lbs. each 15 - 4 - 12 SPECIAL TR 2 Rows Lat Brace 2 -10 - 0 4.00 0.00 Joint 2 Joint 7 V 983 lbs. 812 lbs. -830 lbs. -482 lbs. 1, 1 T4 831bs each 15 - 4 - 12 SPECIAL 1R 2 Rows Lat Brace 2 -10 -0 4.00 0.00 Joint 2 Joint 7 983 lbs 812 Ibs. - 8301bs. -4821bs. '--- ® 1 V3 9 lbs. each 3 - 3 - 0 VALLEY TR 1 -1 - 0 4.00 0.00 Joint I Joint 3 121 Ibs. 121 lbs. -72 lbs. - 9516x. 1 V5 16 lbs. each 5 - 3 - 0 VALLEY TR 1 -7 -8 4.00 0.00 Jointl Joint3 231 lbs. 231 lbs. -136 lbs. -180 lbs. 1 V7 23 lbs. each 7 - 3 - 0 VALLEY TR 1- 7- 8 4.00 0.00 Joint 1 Joint 5 Joint 4 222 lbs. 354 lbs. 1061bs. -138 Ibs. -226 lbs. - 901bs. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • •• ••• ••• ••• • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• ••• • • • • • ••• • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9305 Trams CJ5 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 -1 -10-10 1 -10-10 1 TPUUType CORNER JACK -v 3-6-2 J•B#9305- NAS AD O Job Reference (optional) 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Oct 03 07:51:49 2005 Page 1 3-6-2 6-0-13 2-6-11 1 Scale = 1:13.6 2x4 11 4 3 2x6 = 3-6-2 6-0-13 2x4 11 3-6-2 2-6-11 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.94 BC 0.12 WB 0.07 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) 0.34 1 >80 240 Horz(TL) 0.00 n/a n/a PLATES GRIP MI120 249/190 Weight: 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 374/0 -11 -5, 5= 296/Mechanical Max Horz 2= 190(load case 2) Max Uplift2=- 549(load case 2), 5=- 204(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-6 =0/32, 2-6 =0/32, 2- 3=- 67/33, 3-4=-10/0 BOT CHORD 2 -5 =0/0 WEBS 3- 5=- 242/230 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by o hers) etitusis t4 beeitipgplap tdp able of withstanding 549 Ib uplift at joint 2 and 204 Ib uplift at joint 5. • • • • • • • • • 5) In the LOAD CASE(S) section, loads a Iied'id the f$celoflh ®truss are noted as front (F) or back (B). •• ••• •• • • • •• LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 JOH A. LTER, P.E. Uniform LOadS • (plf) • • • • • ••• • • • ••• • Vert: 1-6=-90 :• • • REGISTERED STRUCTURAL ENGINEER Trapezoidal Loads (pif) • • • • • • • • • • • STATE OF F Lti3 R I DA (36205 Vert: 6= 0(F =45, 6 =45) to 4 =f137rF = -23, 6 =- 23)2=- 2(F =�, B= 9)- to- 5=- 29(F =-4, B =-4) 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • 0 • • • •• •• • • • •• •• ••• • • • 0 •• • • OCT 0 4 2005 JOB 9305 Truss CJ7 Truss Type CORNER JACK Qty 2 Ply 1 JOB # 9305 - ARENAS AbbmON Job Reference (options° Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 a Jan 16 2004 MIT'ek Industries, Inc. Mon Oct 03 07:51:51 2005 Page 1 -1 -10-10 I 4-1 -14 7-4-6 1 -10-10 4-1 -14 2.83 FT 3 8 2 I 3x4 3-2-8 4 Scale: 2x4 3/4 I I 5 I ° =1' 4 7 6 . 2x4 II 2x6 = 3x4 = 4-1 -14 7-4-6 4-1 -14 3-2-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina NO Code FBC2001 /ANSI95 CSI TC 0.94 BC 0.15 WB 0.11 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) 0.01 7 >999 360 Vert(TL) 0.35 1 >78 240 Horz(TL) 0.01 6 n/a n/a PLATES GRIP M1120 249/190 Weight: 32 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 444/0-11 -5, 6= 463/Mechanical Max Horz 2= 235(load case 2) Max Upliift2= 575(Ioad case 2), 6=- 335(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-8 =0/32, 2-8 =0/32, 2- 3= 552/47, 3-4 =- 78/34, 4-5= -12/0 BOT CHORD 2- 7=- 152/504, 6- 7= 152/504 WEBS 4-6 =- 244/298, 3-7 =0/66, 3 6- 534/161 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Expo C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by A@rS) ditips$ to beeir_g 04 ccadble of withstanding 575 Ib uplift at joint 2 and 335 Ib uplift at joint 6. • • • • • • • • • 5) In the LOAD CASE(S) section, loads applied £cith® faceof 1rTeitn�s arernoted as front (F) or back (B). •• ••• •• • • • •• LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 JOHN A. B LTER a P. E Uniform Loads (plf) ••• ••• • •• ••• • .• •�• REGISTERED STRUCTURAL ENGINEER Vert: 1 8 = -90 • • • •• • • • STATE OF FLORIDA #f36205 • • • • Trapezoidal Loads (pif) • • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL33331 • Vert: 8= 0(F =45, B= 45)- to- 5�.166(F = -38, B = -38), 2=- 2(F =9, B=9)-to-6=-35(F=-8, B =-8) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••••• • • ••• 0CT0`42005 • ••• ••• • • • • ••• •• ••• • • • ••• • • Jon 9305 Truss CJ9 Truss Type CORNER JACK Qty 2 Ply 1 JOB # 9305 - ARENAS ADDmON Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mrrek Industries, Inc. Mon Oct 03 07:51:53 2005 Page 1 1 -1 -10-10 1 5 -3-10 9 -10-13 1 1 1 -10-10 5-3-10 4-7 -3 Scale = 1:20.5 2x4 11 5 2.83 FT 3x4 t� r1 3 >� dl 8 2 amele lillimil Cl Willigw- 60 3x5 = 2x4 11 3x6 = I 5-3-10 9 -10-13 1 5-3-10 47-3 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) 0.11 6-7 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.66 Vert(TL) 0.25 1 >107 240 BCLL 0.0 Rep Stress Incr. NO WB 0.41 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matra) Weight: 44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-5-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7-8-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 6= 834/Mechanical, 2= 648/0 -11 -5 Max Harz 2=- 149(load case 2) Max Uplift6=- 473(load case 2), 2=- 726(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-8 =0/32, 2-8 =0/32, 2- 3=- 1279/693, 3-4 =- 154/211, 4- 5=0/0, 4-6 =1/10 BOT CHORD 2- 7= 434/1231, 6-7 =- 434/1231 WEBS 3-7 =- 382/668, 3-6= 1118/453 NOTES 1) Wind: ASCE 7-98; 146mph (3 -second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by otl erS) 6fnlsi tribe it g Glatt ciirkible of withstanding 473 Ib uplift at joint 6 and 726 Ib uplift at joint 2. • • •. • • • • • 5) In the LOAD CASE(S) section; loads a13plied fcstho fate:of Lleiruss are noted as front (F) or back (B). ®I� �� L,- .. ... .. • • • .. �_ a LOAD CASE(S) Standard STRUCTURAL ENGINEER REGISTERED 1) Regular: Lumber Increase =1.33, Plate Increase=1.33 • Uniform Loads • •. • • • • STATE CAF FLORIDA #36205 (plf) ••• • • • Vert: 1 -8 = -90 •. • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 • Trapezoidal Loads (plf) • • • • • • • • • • • Vert: 2=- 9(F =5, B= 5)- to-6 =- ''P2(F = -126, B 126). • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • ....• • • •.•• OCT042005 ............ ... • • • ...• • JOD Truss 9305 Royal Truss Corp, Hialeah Gardens, F1 Truss Type FLAT TR 2 X 4 Qty 13 PIy 1 JOB # 9305 - ARENAS ADDITION Job Reference (optional) i T-4-I8 FL 33016, Eddie Devise 5.200 s Jan 16 2004 MITek Industries, Inc. on Oct 03 07:51:54 2005 Page I-4 13 3 -1-12 I 6-3-6 I 8-3-8 11-5 -4 14-7 1 1:27.9 to g 0-4-8 3-1 -12 3-1 -12 6x6 = 3x4 = 2x4 II 1 2 3 I -0 1/-11.8 2-0-0 3-1 -12 3-1 -12 0-4-8 Scale 7-8-0 = 1 1� 2x4 II 3x4 = 3x4 = 6x6 = 4 5 6 7 n I 2x4 0 s■IIII I I 14 13 12 11 10 9 8 II 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 2x4 3-1 -12 I 6-3-8 I 8-3-8 11 -5-4 14-7 -0 111-111.8 i 0-4-8 3-1 -12 3-1 -12 2-0-0 3-1 -12 3-1 -12 0-4-8 LOADING (psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress !nor YES Code FBC2001 /ANSI95 CSI TC 0.37 BC 0.58 WB 0.62 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) -0.08 10-11 >999 360 Vert(TL) -0.13 10-11 >999 240 Horz(TL) -0.04 7 n/a n/a PLATES GRIP MI120 249/190 Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-10 -8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1= 929/0 -4-0, 7= 929/0 -4-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-14=0/37, 1-2=-1468/0, 2- 3=- 2126/0, 3-4 =- 2126/0, 4-5=- 2126/0, 5- 6=- 2126 -0, 6-7 =- 1468/0, 7-8 =0/37 BOT CHORD 13-14=0/88, 12-13=0/1468, 11-12=0/1468, 10-11=0/2126, 9-10= 0/1468, 8-9 =0/88 WEBS 2- 11= 0/734, 3-11 =- 297/0, 4-10= 297/0, 6-10= 0/734, 2- 13=- 701/0,1 -13= 0/1552, 6-9=-701/0, 7- 9= 0/1552 NOTES 1) Provide adequate drainage to prevent water ponding. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard • • .. • • • • • • • • • • • • • • • • • JOHN A. ItTER, P.E. REGISTERED STRUCTURAL ENGINEER ' • .. "' "' "' STATE OF FLORIDA #36205 • • • ' • " • • 3320 PADDOCK ROAD, OMESTON, FL 33331 • • • • • • • •• .•• • • •• • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • .•••• • •.• • ...... • • .... OCT 042005 .•• • • • • • • .•• • • 9305 s F2 Truss Type FLOOR uty 3 Ply JOB # 9305 - ARENASADDmON Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:51:58 2005 Page 1 4-7-8 I 8-1 -12 1 11 -3-8 13-3 -8 16-5-4 19-7-0 1901 -8 I I I 04-8 4-7-8 3-6-4 3-1 -12 2 -0-0 3-1 -12 3-1 -12 0-4-8 Scale = 1:37.3 7-8-0 6x6 = 2x4 I I 3x4 = 3x8 = 2x4 11 3x4 = 2x4 11 6x6 = 1 2 3 4 5 6 7 8 m p I0 p r p 16 14 13 12 11 10 9 15 2x4 I I 3x8 = 2x4 II 3x4 = 3x4 = 2x4 11 3x8 = 2x4 11 - 11-418 4-7-8 I 8-1 -12 I 11 -3-8 13-3 -8 16-5 -4 19-7-0 1901-8 I I 1 0-4-8 4-7-8 3-6-4 3-1 -12 2-0-0 3-1 -12 3-1 -12 0-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 40.0 TCDL 20.0 Plates Increase 1.00 Lumber Increase 1.00 TC 0.81 BC 0.57 Vert(LL) -0.08 11 >999 360 Vert(TL) -0.13 11 >999 240 MI120 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) -0.02 8 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 98 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2X4 SYP No.3 REACTIONS (Ib /size) 1=- 78/0 -4-0, 8= 851/0 -4- 0,15=1734/0 -8-0 Max Uplift1= 78(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=0/8, 1-2=0/879, 2- 3= 0/879, 3-4= 0/879, 4-5=-1773/0, 5-6=-1773/0, 6-7 =- 1330/0, 7- 8=- 1330/0, 8-9 =0/32 BOT CHORD 15-16=0/80, 14-15=0/883, 13-14=0/883, 12-13=0/883, 11-12=0/1773, 10-11=0/1773, 9-10 =0/79 WEBS 1 -15=- 1014/0, 2- 15=- 552/0, 4-15 =- 1924/0, 4-14= -10/0, 4-12= 0/991, 6-10=- 493/0, 7- 10=- 398/0, 8-10= 0/1406, 6- 11 = -27 /0, 5-12= -354/0 NOTES 1) Provide adequate drainage to prevent water ponding. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 Ib uplift at joint 1. 4) Gap between inside of top chord bearing an l st dialonal or vertical wob shall not exceed 0.500in. • • • LOAD CASE(S) Standard • • • • • •• ••• •• • .... JOHN A. 9LTER® R.E. • ••• • ••• ••• • ••. REGISTERED STRUCTURAL ENGINEER • • • • • • STA�.E OF FLOI�ICA #36205 ::: • • 3320 PADDOCK ROAD, WESTON, FL 3333 • • • • • • •• •• ••• • • • • .•. • • • • • • • • • • • • • • • ••• • • • • ••••• • •••• • ...... • . • .... OCT O'42005 ••• • • • • ••• • • Job 9305 Truss F3 Truse Type FLOOR Qty 5 Ply 1 JOB # 9305 - ARENAS ADDITION Job Reference (optional) Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mrrek Industries, Inc. Mon Oct 03 07:61:68 2005 Page 1 1418 3-5-6 I 6-10-12 8-10-12 12-4-2 15-9 -8 I I I I 0-4-8 3-5-6 3-5-6 2-0-0 3 -5 -6 3-5-6 Scale = 1:29.5 7 -10-12 6x6 = 3x4 = 2x4 I I 2x4 I 1 3x4 = 3x4 = 6x6 = 2 3 4 5 6 7 0 0 14 13 12 11 10 9 P 2x4 11 3x6 = 3x4 = 3x4 = 3x4 = 3x6 = 2x4 II 1-418 3-5-6 I 6-10-12 8-10-12 12-4 -2 15-9-8 0-4-8 I I 3-5-6 3-5-6 2-0-0 3-5-6 3-5-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.11 10-11 >999 360 MI120 249/190 TCDL 20.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.18 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) -0.01 8 n/a n/a BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 78 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 1008/0 -4-0, 8= 1008/Mechanical FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 14= 0/40,1 -2=- 1747 /0, 2-3=-2509/0, 3-4= 2509/0, 4-5=-2509/0, 5- 6=- 2509 -0, 6-7 =- 1746/0, 7-8= -966/0 BOT CHORD 13-14=0/105, 12-13=0/1747, 11 -12 -0/1747,10-11=0/2509, 9-10= 0/1746, 8-9 =0/107 WEBS 4-10 =- 312/0, 3-11 =- 313/0, 6-9=- 758/0, 2- 13=- 757/0,1 -13= 0/1812, 2- 11= 0/835, 6-10= 0/836, 7- 9= 0/1808 NOTES 1) Provide adequate drainage to prevent water ponding. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. •• ••• • • • • • •• LOAD CASE(S) Standard • • • • • • • • • •• ••• •• • .... JOHN A. @LTEP, P.E. REGISTERED STRUCTURAL ENGINEER • • •• ••• ••• ••• STATE OF FLORIDA *36205 • • • • • • • • • • • • • • • • • • • •• ::: • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • •.••• • • •.• OCT042005 • ••• • • • ••• • • MoD 9305 Royal Truss Corp, Hialeah Gardens, Truss FG1 Truss Type FLOOR Qty 1 Ply/ 2 JOB # 9305 - ARENAS ADDITION Job Reference (optional) FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Oct 03 07:52:00 2005 Page 1 1 4-7-4 1 10 -2-10 13-0 -5 15 -10-0 19-84 1 1 1 1 4-7-4 5-7-6 2 -9-11 2 -9-11 3-8-8 Scale =1 :34.4 11-8 -4 3x6 = 3x8 = 2x4 11 2x4 11 3x4 = 3x8 = 2x4 II 3x10 = 1 2 3 4 5 6 7 8 • 11 ................1 �� • �i II 16 15 14 13 12 11 10 9 2x4 I I 3x4 = 8x8 = 3x4 = 5x5 = 2x4 I I 10x12 = 3x8 I 4-7-4 1 10 -2-10 13-0 -5 15-10-0 19-6 -8 I 1 1 1 4-7-4 5-7-6 2 -9-11 2 -9-11 3_8_8 LOADING (psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.64 BC 0.92 WB 0.84 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.13 11 -13 >999 360 Vert(TL) -0.21 11 -13 >858 240 Horz(TL) 0.02 9 n/a n/a PLATES GRIP MI120 249/190 Weight: 226 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-5-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing, Except: WEBS 2 X 4 SYP No.3 *Except* 6-0-0 oc bracing: 14-15. 1-16 2 X 6 SYP No.2ND, 8-9 2 X 6 SYP No.2ND 7-10 2 X 6 SYP No.2ND, 8-10 2 X 4 SYP No.2ND REACTIONS (Ib /size) 16=- 344/4 -7-4, 9= 3144/0 -3-8, 15= 2791/4 -7-4 Max Upiiftl 6=- 344(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-16=0/291, 1- 2= 0/1623, 2- 3=- 1911/0, 3-4 =- 1911/0, 4-5=- 1911/0, 5-6 =- 1911/0, 6-7 =- 6213/0, 7- 8=- 6213/0, 8-9 =- 2646/0 BOT CHORD 15-16 =0/17, 14-15=-1623/0, 13-14=0/1911, 12-13=0/6015, 11-12=0/6015, 10-11=0/6015, 9-10 =0/724 WEBS 1-15=-1729/0, 2 -15=- 2655 /0, 6-13 =- 4348/0, 6-11= 0/741, 6-10= 0/223, 7 -10 =- 132/0, 8-10= 0/5952, 3-14 =- 479/0, 4-13= 122/0, 2- 14= 0/4211 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148 "x3 ") Nails as follows: Top chords connected as follows: 2 X 6 ,2 ygyyis 4 0s9-0 ac, 2,X A - 2.r9ws at 0-9-0 oc. Bottom chords connected as follows: I X 6 - 3 jor05.2jt : j Webs connected as follows: 2 X 4 -1 row at Hi6-do J 2• fvws at 0-9-0 oc. JOHN A. 1 LT E R r P. E. 2) All loads are considered equally applis o all Ores, ealceTanoteaasfront (F) or back (B) face in the LQ STERFD STRUCTURAL ENGINEER CASE(S) section. Ply to ply connections have been provided to distribute only Toads noted as (F) or (B) un otherwise indicated. `FATE OF FLORIDA x 35205 3) Provide adequate drainage to prevent water ponding.• • •. ••• • • • 3320 PADDOCK ROAD, WESTON, FL 3333 4) As requested, plates have not beep d'esiined to ppavide for placement toCrances or rough handling and erection conditions. It is the responsibility of tije f'btjcafor jo l c.age i!IlateNges jgaccount for these factors. 5) Provide mechanical connection (bf ethers% of trussto be2Ring platcocapable of withstanding 344 Ib uplift at joint 16. 6) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3111.OIb down at 15-10-0 on bottom chord. The design/selection of such special connection device(s) is the responsibility of others. ••• • • • • ••• • • • • • • • • • • • •. • ••• • • • LOAD CASE(S) Standard • • •' • • • • • • •' • • OCT 0 4 2005 ••• • • • ••• • • ;ontinued on page 2 Job 9305 uss FG1 Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies Truss Type FLOOR Qty Ply LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.00, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-8=-120, 9- 16=-10 Concentrated Loads (lb) Vert: 10=- 3111(F) • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • • .• ••• •••• ••• REGISTERED STRUCTURAL ENGINEER • • • • • • STATE OF FLORIDA #36205 • • '' •• • •• •r ••• • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 JOB it 9305 - ARENAS ADDITION 2 Job Reference (optional) 5.200 s Jan 18 2004 MITek Industries, Inc. on Oct 03 07:52:00 2005 Page 2 JOHN A. ILTER, P.E. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • •• • • • • • •• •• ••• • • • ••• • 0 • OCT 0 4 2005 -JOb 9305 FG2 FLAT GIRDER TR • "' 1 -y 2 JO : #9 - •-ENAS ... -0 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mrrek Industries, Inc. Mon Oct 03 07:52:02 2006 Page 1 1 3 -5-11 1 6-9-9 10-3-4 I 1 3-5-11 3-3-15 3 -5-11 Scale = 1:17.8 2 x 4 1 1 3x8 = 2x6 11 1 3x10 = 2 3 4 1 3x6 6 5K II 5x12 = 2x4 I I 5x6 = 3 -5-11 1 6-9-9 10-3 -4 3-5-11 3 -3-15 3 -5-11 LOADING (psf) TCLL 40.0 TCDL 20.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.00 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.48 BC 0.83 WB 0.89 (Matrix) DEFL in (loc) Udell Lid Vert(LL). -0.06 6-7 >999 360 Vert(TL) -0.10 6-7 >999 240 Horz(TL) 0.02 5 n/a n/a ' PLATES GRIP MI120 249/190 Weight 123 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-5-7 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 1-8 2 X 6 SYP No.2ND, 4-5 2 X 6 SYP No.2ND REACTIONS (lb /size) 8= 3111/0 -3-8, 5= 3111/Mechanical FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-8=-2090/0, 1-2=-4674/0, 2- 3=- 4674/0, 3- 4= -599 /0, 4-5= -257/0 BOT CHORD 7- 8= 0/637, 6-7= 0/4764, 5-6= 0/4764 WEBS 1- 7= 0/4426, 2-7=-303K), 3-7 =- 99/0, 3-6= 0/1570, 3-5 =- 4567/0 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3 ") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc, 2 X 4 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. .. ••. . • • • •. 3) Provide adequate drainage to prevent water porr�ng• 4) As requested, plates have not been de@igne;it pfdtd4fo(p1'§4►'t j tolerances or rough handling and erection conditions. It is the responsibility of trg tabtintor•tg increase plate dies to account for these factors. 5) Refer to girder(s) for truss to truss connections. JOHN A. ! LTER, R.E. •• ... ... REGISTERED STRUCTURAL ENGINEER LOAD CASE • S) Standard STATE OF FLORIDA #36205 • 1) Regular: Lumber Increase =1.00, 1:Iatt lOcrlase1100 • • : : 3320 PADDOCK ROAD, WESTON FL 33331 Uniform Loads (plf) •• • • • • . • • • • , Vert: 1-4 =- 120, 5- 8=- 514:5C • • • . ••• : :. .•.• •••.•.• • OCT €!42005 • • . ••• • • • • • • .... • . . • . . • • .. .. • . • .. .. .•. . • • ••• • • .10D 9305 I russ H1 Truss Type HIP TR Qty 1 Ply 1 JOB # 9305 - ARENAS ADbmoN Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie bevies 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:04 2005 Page 1 -1-4 -0 I 4-6 -2 I 8-2-8 12 -9-8 15 -4-12 1 1-4-0 4-6-2 3-8-6 4-7-0 1 2 -7-4 Scale =1:30.1 4x5 = 4x10 = 4 5 4.00 FF 1111: 2x411 - Wili .31 2x4 911 ►r N a N u7 N = 8 3x4 5x8 = 3x4 = I 8-2-8 15 -4-12 I 8-2-8 7 -2-4 Plate Offsets (X,Y): [5:0- 5- 0,0- 1 -13], [8:0- 4.0,0 -3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) 0.06 8 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.42 Vert(TL) 0.10 1 >216 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 74 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-4-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-10-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 7= 812/0-3-8, 2= 983/0 -8-0 Max Harz 2= 252(load case 2) Max Uplift7=- 490(load case 2), 2=- 820(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3=- 1732/965, 3-4 =- 1263/704, 4-5 =- 1148/718, 5-6=- 73/32, 6- 7 = -91/72 BOT CHORD 2-8=-986/1568, 7- 8=- 394/630 WEBS 3-8 =- 444/350, 4-8=- 37/139, 5-8 =- 298/643, 5-7 =- 879/591 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed!) pro id efor. pl :cem ant tolerances or rough handling and erection conditions. It is the responsibility of tie fabricator to mciease flare sizes to account for these factors. 5) Provide mechanical connection (by oth'ejs) o1 tuts tE b4ar:rig pl a dyable of withstanding 490 Ib uplift at joint 7 and 820 lb uplift at joint 2. • • ••• • • • • • • • � � � A. � �Y[ ®�, P.E. REGISTERED LOAD CASE(S) Standard STATE OF STRUCTURAL ENGINEER FLORIDA 036205 • • • • • : JoD 9305 iruss H2 Truss Type HIP TR Qty 1 Ply 1 Job # 9305 - ARENAS ADDmoN Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mrre(c Industries, Inc. Mon Oct 03 07:52:06 2005 Page 1 -1-4-0 1 5-1-2 9-4-8 11 -7-8 15 -4-12 1 1 1 l 1 1-4-0 5-1 -2 4-3-6 2-3-0 3-9-4 Scale =1:30.1 4x5 = 4x10 = 4 5 4.00 12 Ei 2x411 an 2x4 6 3 ■ t. ►� • u 5 �l N "41 N ..ai 11111 MI 1T 3x4 = 8 5x8 = 3x4 = 9-4-8 15 -4-12 1 9-4-8 6-0-4 Plate Offsets (X,Y): [5:0- 5- 0,0- 1 -13], [8:0- 3-0,0 -3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.05 8 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.43 Vert(TL) 0.10 1 >200 240 BCLL 0.0 Rep Stress Inor YES WB 0.36 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matra) Weight: 75 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-4-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-10 -4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 7= 812/0 -3-8, 2=983/0 -8-0 Max Horz 2= 252(load case 2) Max Uplift7=- 490(Ioad case 2), 2=- 820(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3=- 1702/974, 3-4= 1096/612, 4-5=- 975/640, 5-6 =- 128/116, 6-7 =- 196/181 BOT CHORD 2-8=- 992/1541, 7- 8=- 418/722 WEBS 3-8=- 603 / 485, 4 -8 = -37 /101, 5-8=- 202/502, 5-7 =- 866/489 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL =5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been gesigr1Ed;o @rooidg fo.r pracgmgrltstolerances or rough handling and erection conditions. It is the responsibility of the fabricator io.invrease.plate sizes to account for these factors. 5) Provide mechanical connection (by otRars) of runs Io lieaIin j Sllte capable of withstanding 490 Ib uplift at joint 7 and 820 Ib uplift at joint 2. • • ••• • • • • • • • O��E LOAD CASE(S) Standard OHN A. �® P.E. � REGISTERED .•• • ••. •.•• •••• ••• •�• ST�RUCTURAL ENGINEER • • • • •• STATE OF FLORIDA 036205 • • • • • • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • nC.T0`42005 • ••• •• • • • ••• •• ••• • • • ••• • • Job 9305 Truss HG1 Truss Type HIP GIRDER Qty 1 Ply 1 JOB # 9305 - ARENAS ADbmoN Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 6.200 s Jan 16 2004 Mrrek Industries, Inc. Mon Oct 03 07:62:08 2005 Page 1 -1-4 -0 I 3 -10-14 I 7-0-0 9-0-0 12 -1 -2 16-0 -0 17-4 -0 I I 1 1-4-0 3 -10-14 3-1 -2 2 -0-0 3-1 -2 3 -10-14 1-4-0 Scale = 1:32.5 4x5 = 4x10 = 4.00 Fr 4 5 Ln t 2x4 �_' °i 2x4 6 ti N a1 I. �� *.., 8 1M ► d 3x6 % 11 10 9 �`� 3x6 6x8 = 3x4 = 6x6 = 7-0-0 9-0-0 16-0 -0 I 7-0-0 2-0-0 7-0-0 Plate Offsets (X,Y): [2:0 -3- 14,0 -1-8], [5:0- 5- 8,0 -2 -0], [7:0 -3- 14,0 -1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.21 9-11 >861 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.89 Vert(TL) -0.27 7 -9 >692 240 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.09 7 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 73 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 2 -11-0 oc purlins. 4-5 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-11 -4 oc bracing. BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 7= 1819/0 -8 -0, 2=1819/0 -8-0 Max Upiift7=- 1364(Ioad case 2), 2=- 1364(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2-3=-4074/2464, 3-4 =- 3867/2390, 4-5=- 3693/ 2346, 5-6=-3860/2387, 6- 7=- 407412464, 7-8 =0/38 BOT CHORD 2- 11=- 2135 / 3753,10 -11= 2055/3685, 9-10= 2055/3685, 7- 9=- 2136/3754 WEBS 3-11- 134/130, 4-11 =-427/ 866, 5-11 =- 113 /138, 5-9 =- 428/847, 6-9- 143/120 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL=5.Opsf; BCDL =5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent yvptej pinging, • • • • • 4) As requested, plates have not been Qesignedro proud: fc pie Int tolerances or rough handling and erection conditions. It is the responsibility of the fabricat•{ainaor a sties to account for these factors. 5) Provide mechanical connection (by gtlers).43ruh f p t eOn p13te,c4able of withstanding 1364 Ib uplift at joint 7 and 13641b uplift at joint 2. JOHN A. 1LTER, P.E. 6) Girder hip 7-0-0 carries end with end setback REGISTERED STRUCTURt L ENGINEER 7) Special hanger(s) or other connection dewice(s) shall bapliovided sldffiaie t to support concentrated load(s) 705. I E OF FLUB I OA X36205 down and 456.61b up at 9-0-0, arts 705;81Q dowi3 end 446•.6Ib up �t 740 on bottom chord. The design/selection such special connection device(s) iS�hP•re4pdns�ilty If ojheRs.: • : • DOCK ROAD, WESTON, FL 33331 8) In the LOAD CASE(S) section, loads applied to the faceaf the trues areonoted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Pia nPhctase .43: •:• • • • •• • • • • • • • • • • • • • • • • ••• ••• • • • • ••• •• Continued on page 2 ••• ' • • ••• • • Job 9305 CUSS HG1 Royal Truss Corp, Hialeah Gardens, EL 33016, Eddie Davies Truss Type HIP GIRDER Qty Ply LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-90, 4- 5=- 188(F = -97), 5- 8 = -90, 2- 11 = -20, 9- 11=- 42(F = -22), 7-9=-20 Concentrated Loads (lb) Vert: 11=- 706(F) 9=-706(F) •• ••• • • • • • •• • • • • • • • • • • • • • •• • • • • ••• • • •• ••• •• • • • •• • • •• ••• ••• ••• • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • •• •• ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••••• • • • ••• • •• •• • • • •• •• ••• • • • ••• • • JOB # 9305 - ARENAS ADDITION 1 Job Reference (optional) 5.208 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:08 2005 Page 2 JOHN A. !LTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 O A T n a 2005 .. 9305 . I HG2 1 4. , ,i - ROOF TRUSS • ' 1 1 J • : # : . _ '.ADD ON Job Reference (optional) Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies 5.200 a Jan 16 2004 MITek Industries. Inc. Mon Oct 03 07:52:10 2005 I -1-4 -0 I 4-3-8 8-2 -8 12-6 -0 Page 1 l = 1:24.4 N W •- to 1-4-0 00002 4-3-8 4.00 12 1 1 3-11 -0 4x10 = 4x6 = 3 4 4-3-8 Scale 5 7 6 = 2 x 4 1 1 3x4 = 3x4 4-3-8 l 8-2-8 12-6-0 I = 3x4 l 4-3-8 3-11-0 4-3-8 Plate Offsets (X,Y): [3:0- 5- 8,0 -2 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.68 BC 0.54 WB 0.10 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) 0.11 6-7 >999 360 Vert(TL) -0.14 6-7 >999 240 Horz(TL) 0.04 5 n/a n/a PLATES GRIP M1120 249/190 Weight: 49 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-8-11 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-1 -1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 5= 951/0 -3-8, 2= 1137/0 -8-0 Max Horz 2= 83(Ioad case 2) Max UpIift5= 593(load case 2), 2= 961(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3=- 2236/1308, 3-4 =- 2171/1428, 4-5 =- 2326/1441 BOT CHORD 2- 7=- 1146/2040, 6-7 =- 1151/2069, 5-6 =- 1293/2142 WEBS 3- 7=- 53/299, 3-6 =- 158/224, 4-6=- 65/339 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of he abn :tor tong se :l41e afs to account for these factors. 5) Provide mechanical connection (by &aers) gfsrurps•Q) IIapnytplatetpable of withstanding 593 Ib uplift at joint 5 and 961 Ib uplift at joint 2. • • • • • • • • • •• 6) Girder carries hip end with 4-3-8 end setback ••• •• • • • •• 7) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated I. - ∎' 1 . LTER ° F. E. down and 146.31b up at 8-2-8, an4219.gb down gqd 1,416,31b upet, on bottom chord. TIC • kristsAgei6rTatUCTURAL ENGINEER such special connection devices= is'thP• rstpon pity of others. • • STATE OF FLORIDA X35205 8) In the LOAD CASE(S) section, loads aaplied 0 e4aoe of the truss are:noted as front (F) or back ( .PADDOCK ROAD, WESTON, FL 33331 • • • • • • •• •• ••• • • • • • • LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) • • • • • • • ••• • • 2od5 Vert: 1-3=-90, 3-4 =- 127( F = -3'), 4a5 = -9d, %'•20,•.6- 74.28(F` -8), 5 -6 = -20 n{',T • • • • • • • • • • • • • •• •• • • • •• •• Continued on page 2 ••• • • • ••• • • Job 9305 trUS$ HG2 —Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=- 220(F) 6=- 220(F) Truss Type ROOF TRUSS Qty Ply • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• JOB # 9305 - ARENAS ADDITION Job Reference (optional) 5.200 s Jan •16 2004 MiTek Industries, Inc. Mon Oct 03 07:52:11 2005 Page 2 JOHN A. ALTER, P.E. • • •• ... •... ... REGISTERED STRUCTURAL ENGINEER • • • • • • • • • • STATE OF FLORIDA #36205 • • • •• • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 • • • • • • • • • • • ••• • • • • ••• • • • • ••• • • • • • • - • • • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OCT 0 4 2005 ZoD 9305 Royal Truss Corp, Hialeah Gardens, I runs HG3 Truss Type ROOF TRUSS Qty 1 F'Iy 3 JOB # 9305 - ARENAS ADDITION Job Reference (optional) FL 33016, Eddie Davies 5.200 s Jan 16 2004 Mrrek Industries, Inc. Mon Oct 03 07:52:13 2005 Page 1 -1-4 -0 l 5-2-8 I 9-4 -8 13-6 -8 18-9 -0 I l I 1-4-0 5-2 -8 4-2-0 4-2-0 5-2-8 Scale = 1:35.2 4x10 = 4.00 IT2 2x4 11 4x10 = 3 4 5 • . .44440141■ ._ N 2 1111111111111111 6 O N Fair In �► N J C31 :� = 9 8 7 3x8 ea- 3x8. _ 2x6 I I 7x10 = 2x6 I I I 5-2-8 I 9-4-8 13-6 -8 18-9-0 I I I 5-2-8 4-2-0 4-2-0 5-2-8 Plate Offsets (X,Y): [2:0- 4- 8,Edgel, [3 :0 -6-4,0 -2-4], [5:0- 6- 4,0 -2-4], [6:0-4-8 Edge], [7:0- 0- 0,0 -0-0], [8:0- 5-0,0-4 -8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 30.0 TCDL 15.0 Plates Increase 1.33 Lumber Increase 1.33 TC 0.72 BC 0.82 Vert(LL) 0.36 8 >608 360 Vert(TL) -0.41 8 >527 240 MI120 249/190 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 278 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 6= 5302/0 -8-0, 2= 5470/0 -8-0 Max Horz 2=99(load case 2) Max Uplift6=- 3594(Iced case 2), 2 =- 3940(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/44, 2- 3=- 12655/8537, 3-4=- 14584/10037, 4-5=- 14584/10037, 5-6 =- 12708/8655 BOT CHORD 2-9=-7994/11918, 8-9=-8128/12137, 7-8 =- 8250/12191, 6-7=-8110/11970 WEBS 3-9 =- 15522533, 3- 8=- 19032779, 4-8=- 554/556, 5-8= -1771 /2750, 5-7 =- 16232566 NOTES 1) 3-ply truss to be connected together with 10d Common(.148 "x3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to ali pies, a e:ept ifloted as :root (,FS 8r back (B) face in the LOAD CASE(S) section. Ply to ply connections hale been 0:3vi tc:di tripe jtO or Toads noted as (F) or (B), unless otherwise indicated. • • • • • • • • • 3) Unbalanced roof live Toads have been considered for t1iis design.' ' ' •' 4) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL =5.0psf; BCDL= 5.0psf; Category II; Exp C; enclose QH N A. 1 LTER r P.E. C-C Interior(1); Lumber DOL=1.33 plate grip DOL=1.33. .. ... ... ... REGISTEREDSTRUCTURAL ENGINEER 5) Provide adequate drainage to prevent wa r por1lir=q. . STATE OF FLORIDA IiA X36205 6) As requested, plates have not been designed to.previde {or laeemer�t tolerance's or rough handling and erec 'o conditions. It is the responsibility of the fabicatorat'b incrtvt AO tb'raccc lht for these factors. 332 ROAD, WESTON, FL 33331 PADDOCK 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3594 Ib uplift at joint 6 and 3940 Ib uplift at joint 2. 8) Special hanger(s) or other connection device(s)•shell be proyid��ed cadent to aupport concentrated load(s) 354.1 Ib down and 258.31b up at 13 -6-8, and 354.1Ib a owryand Z. e.$ up t 5-V-8 or bottom chord. The design/selection 2005 of such special connection device(s) is the reypon {ijili ,f �thDrs. ' ; ,, • • • 0 CT 0 ••• • • • ••• • • C,61* 1 A E(4g8tandard 9305 HG3 —Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 13r • ._ ROOF TRUSS • • 3 JOB vro • - r•T.. • I D • Job Reference (optional) .200 a Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:13 2005 page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-3=-90, 3- 5=- 147(F =-57), 5-6=-90, 2- 9=- 426(F= -406), 7- 9=- 439(F =- 419), 6- 7= -426(F =-406) Concentrated Loads (lb) Vert: 9=- 354(F) 7=-354(F) • •. ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • • •• • ••• ••* ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •••••• • • • • • • ••• • • • ••• • • JOHN A. @LTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 3333A OCT 0 4 2005 9305 J1 1 s_ Royal Truss Corp, Hialeah Ga dens, FL 33016, Eddie Davies JACK TR t ' 45 12 -1-4 -0 •:.9Ti1: -. ENAS Job Reference (optional) 5.200 s Jan 16 2004 Mrrek Industries, Inc. Mon CV 03 07:52:15 2005 Page 1 1-0-0 1-4-0 1-0-0 1-0-0 2x4 cale =1:4.5 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase. 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.41 BC 0.02 WB 0.00 (Matrix) DEFL in (Ioc) Udell Ud Vert(LL) -0.01 4 >750 360 Vert(TL) 0.05 1 >357 240 Horz(TL) 0.00 n/a n/a PLATES GRIP MI120 249/190 Weight: 5 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3=- 39/Mechanical, 2= 271/0 -8-0 Max Horz 3=- 61(Ioad case 2), 2= 178(Ioad case 2) Max Uplift3= 39(load case 1), 2=- 496(load case 2) Max Grav3= 163(load case 2), 2=271(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/37, 2 -3 =15/12 BOT CHORD 2 -4 =0/0 BRACING TOP CHORD BOT CHORD Sheathed or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL =5.0psf; BCDL=5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 Ib uplift at joint 3 and 496 lb uplift at joint 2. ••• ••. • • • • • •• 5) Non Standard bearing condition. Review re�� • ired. • •. • • • • • • • • LOAD CASE(S) Standard • • ••• • • • • • • • JOHN A. 9LTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 • • • • • • • • • • � • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 • • • • • • • • • • • •• •• ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OCT 0 4 2605 MoD 9305 Truss J2 Truss Type JACK TR Qty 4 Ply 1 JOB # 9305 - ARENAS ADDITION Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:16 2005 Page -1-4 -0 5-2-8 1 11.2 1-4-0 5-2-8 3 Scale 4.00 12 2 = I' F' 4 5-2-8 -"MOP/ 2x4 = 5-2-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.54 BC 0.11 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ltd Vert(LL) n/a - n/a 999 Vert(TL) 0.06 1 >324 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MI120 249/190 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-2-8 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib /size) 3= 189/Mechanical, 2= 446/0 -8-0, 4=48/Mechanical Max Horz 2= 248(load case 2) Max Uplift3= 174(load case 2), 2 =- 522(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0138, 2- 3= -83/50 BOT CHORD 2 -4 =0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL=5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 Ib uplift at joint 3 and 522 Ib uplift at joint 2. •• ••• • • • • • .. • LOAD CASE(S) Standard • • • • • • • • ..•.••• • •• ••• •• •• JOHN A.OLTER P.E. REGISTERED STRUCTURAL ENGINEER • • .. ... ... STATE OF FLORIDA #36205 • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 • • • •• • • • • • • • • • • • • .• .. ••• • • • • • ••• • • • • ••• • • . • • • • • • • • • • • . • • • ' OCT a 2005 ..... • ... • •• .. • • • • • •• .. ..• • • • •• • Job 9305 Truss J3 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 1 Truss Type JACKTR@45 Qty 12 Ply JOB # 9305 - ARENAS ADDITION Job Reference (optional) 5.200 s Jan 16 2004 M(Tek Industries, Inc. Mon Oct 03 07:52:18 2005 Page 1 -1-4-0 i 3-0-0 1-4-0 2x4 = 3-0-0 :7.5 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.54 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) n/a - We 999 Vert(TL) 0.12 1 >166 240 Horz(TL) -0.00 3 rJa n/a PLATES GRIP MI120 249/190 Weight 11 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 66/Mechanical, 2= 348/0 -8-0, 4= 26/Mechanical Max Horz 2= 179(load case 2) Max Uplift3 — 19(Ioad case 2), 2=- 502(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3= -61/16 BOT CHORD 2 -4 =0/0 BRACING TOP CHORD BOT CHORD Sheathed or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 Ib uplift at joint 3 and 502 Ib uplift at joint 2. LOAD CASE(S) Standard • • • • •• ••• • • • • • .• • • • • • •• ••• •• • • • •• • • •• •• •••• • •• ••• • • • • • • .• • • • • • • • • • • • • •. •. ••• • • • • ••• • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JOHN A. BLTEP, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 OCT 04 2005 9305 13; J4 7dn Val' JACK TR • • 2 1 •B #9 . - T. ON Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 18 2004 MiTek Industries, Inc. Mon Oct 03 07:52:20 2005 Page 1 I -1-4-0 4 -3 1-40 4-3-8 Scale =1:9.7 4.00 1-2 • 2 4 . I 2x4 = 43-8 l 43-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.07 Vert(TL) 0.10 1 >196 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-3-8 oc puriins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib /size) 3= 141/Mechanical, 2= 402/0 -8-0, 4= 39/Mechanical Max Horz 2= 219(load case 2) Max Uplift3=- 117(load case 2), 2=- 507(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3= -72/37 BOT CHORD 2-4 =010 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 Ib uplift at joint 3 and 507 Ib uplift at joint 2. •• ••• • • • • • •• LOAD CASE(S) Standard • • • • • • • • • •• ••• •• • • • •• JOHN A. 9LTER, P.E. • • .. •... •... REGISTERED STRUCTURAL ENGINEER • • • • • • STATE OF FLORIDA #36205 • •. • • • • • • • : Job 9305 Truss J5 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -1-4 -0 Truss Type JACK TR @ 45 Oty Ply 5-0-0 JOB # 9305 - ARENAS ADDITION Job Reference (optional) 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Oct 03 07:52:22 2005 Page 1 1-4-0 5-0-0 Scab = 1:10.9 1 2x4 5-0-0 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.54 BC 0.10 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) 0.07 1 >301 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 18 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3=179/Mechanical, 2= 436/0 -8-0, 4= 46/Mechanical Max Horz 2 =242(load case 2) Max Uplift3=- 162(load case 2), 2= 519(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0138, 2- 3= -81/47 BOT CHORD 2 -4=0/0 BRACING TOP CHORD BOT CHORD Sheathed or 5-0-0 oc purlins. Rigid ceiling. directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 Ib uplift at joint 3 and 519 Ib uplift at joint 2. LOAD CASE(S) Standard •• .•• • • • • • •• • • • • • • • • • .• ••• •• • • • •• • • •• ••• ••• ••• • • • • • • • • • • •• • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • • ••• • • • JOHN A. 9LTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 P r:T 0 4 2005 • Job 9305 Truss J6 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies Truss Type JACK TR Qty y 2 -2-8 JOB # 9305 - ARENAS ADDmON Job Reference (optional) 5.200 s Jan 16 2004 Wok Industries, Inc. Mon Oct 03 07:52:24 2005 Page 1 2 2x4 = 2 -2-8 2 -2-8 Scale = 1:6.1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.08 BC 0.02 WB 0.00 (Matrix) DEFL in (Ioc) l/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) -0.00 1 >999 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MII20 249/190 Weight: 7 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 100/0 -8-0, 2=82/Mechanical, 3= 18/0 -1-8 Max Horz 1= 70(load case 2) Max Upliftl=- 53(load case 2), 2=- 91(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-41t25 BOT CHORD 1 -3 =0/0 BRACING TOP CHORD Sheathed or 2 -2-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL =5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint 1 and 91 Ib uplift at joint 2. • • • • • • • • • • • • LOAD CASE(S) Standard • • • • • • • • •• ••• •• • • • •• • • •. ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • •. •. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • 000 • • JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33331 OCT 0'4 2005 JOD 9305 Royal Truss Corp, Hialeah Gardens, Truss J61 Truss Type JACK TR Qty 1 Ply 1 JOB * 9305 - ARENAS ADDmON Job Reference FL 33016, Eddie Davies (optional) 5.200 s Jan 16 2004 Mrre Industries, Inc. Mon Oct 03 07:52:25 2005 Page 1 -1-4-0 2-2-8 3 1-4-0 4.00 2 -iggarP-P-- rir 2 -2-8 te::: - :6.2 Ei FA 4 2 -2-8 . All 2x4 — 2 -2-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.55 BC 0.02 WB 0.00 (Matrix) DEFL in (loc) 1/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) 0.11 1 >182 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MI120 249/190 . Weight: 9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -2-8 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 3=9/Mechanical, 2= 327/0 -8-0, 4= 18/0 -1-8 Max Horz 2= 154(load case 2) Max Uplift2=- 524(load case 2) Max Grav3= 67(load case 2), 2= 327(load case 1), 4= 18(Ioad case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2-3=-59/25 BOT CHORD 2 -4 =0/0 NOTES 1) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of tiuss4® wring pale cable o withstanding 524 Ib uplift at joint 2. • • • • • ' • ' . LOAD CASE(S) Standard • • • •• ••• •• • • • •• JOHN A. !LTER P.E. •'• •'. • ••• ••• •�• REGISTERED STRUCTURAL ENGINEER • • • • •. STATE OF FLORIDA #36205 • • • • • • • • • • •• •• 3320 PADDOCK ROAD, WESTON, FL 3333X • ••• • • • • ••• • • • • • • • • • • • .• •O • • • •• •• OCT 0'4 2005 0•• • • • 000 y • Job 9305 Truss J7 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -1-4 -0 Truss Type JACK TR Qty Ply 7 -0-0 JOB it 9305 - ARENAS ADDITION Job Reference (optional) 5.200 s Jan 16 2004 Mfl ek Industries, Inc. Mon Oct 03 07:52:27 2005 Page 1 1-4-0 7 -0-0 ScaleL 1:14.3 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.33 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001/ANSI95 CS1 TC 0.81 BC 0.21 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Ud Vert(LL) n/a - n/a 999 Vert(TL) 0.31 1 >67 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP M1120 249/190 Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib/size) 3=277/Mechanical, 2= 537/0 -8-0, 4=66/Mechanical Max Horz 2= 301(Ioad case 2) Max Upl'Ift3=- 269(load case 2), 2=- 559(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2 -3= 112/73 BOT CHORD 2 -4=010 NOTES 1) Wind: ASCE 7-98; 146mph (3 -second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 269 Ib uplift at joint 3 and 559 Ib uplift at joint 2. LOAD CASE(S) Standard •• ••• • • • • • •• • • • •• • • • • • • • • • • •• • ••• •• • • • •• • • •• ••. ••• ••• • • • • • • • • • • • •• • • • • • • • • • • • • • •• •• ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • JOHN A. @LTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA 036205 3320 PADDOCK ROAD, WESTON, FL 3333fl OCT 0 4 2005 •• 9305 Is. T1 i3, . COMMON TR Or , 9 ' 1 JO: #9 Ia. -.. E AD•r ON Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 M Tek Industries, Inc. Mon Oct 03 07:52:29 2005 Page 1 1 -1-4 -0 1 8-0-0 16-0 -0 17-4 -0 1 I 1 1-4-0 8-0-0 8-0-0 1-4-0 Scale: 3/8° =1' 4x10 = 4.00 FF 3 N a1 1....1 ii �_ itbMI 3x5 = 6 ► 3x5 = 5x5 = I 8-0-0 16-0 -0 8-0-0 8-0-0 Plate Offsets (X,Y): [6:0- 2- 8,0 -3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.12 2-6 >999 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.24 2-6 >762 240 BCLL 0.0 Rep Stress 'nor YES WB 0.07 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 57 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -11-8 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7 -7 -5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 4= 997/0 -8-0, 2= 997/0 -8-0 Max Uplift4=- 823(load case 2), 2=- 823(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3=- 1596/825, 3-4 =- 1596/825, 4- 5=0/38 BOT CHORD 2- 6= 569/1409, 4-6 =- 569/1409 WEBS 3-6=0/228 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL =5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Provide mechanical connection (by others) o iiss to j e rirr RA cep 1e dfivithstanding 823 Ib uplift at joint 4 and 823 Ib uplift at joint 2. • • • • • • • • • • • • • • • • • • • • • • LOAD CASE(S) Standard • • ... • • • • • • • • • • ••• ••• .. REGIS T ERE C STRUCTURAL ENGINEER • • • • • • STATE • • • • OF FLORIDA #36205 • 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • • • • • .• • • • • • • • • • • • • . .•• • • • • •..• • • • • •• .: OCT 0 4 2005 .•. • • • ••.. • •• 9305 V ?. T11 I_:: . COMMON TR • . 1 J•: !V. -AR A3. • 1 1Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddle Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:31 2005 Page 1 8-0-0 16-0 -0 17-4 -0 1 8-0-0 8-0-0 1-4-0 Scale =1:29.5 5x8 = . 4.00 FI 2 Ln q_.... 3 4 _ !c? ► ► 3x5 = 5 1101.7:411 3x5 = 5x5 = I 8-0-0 16-0-0 1 8-0-0 8-0-0 Plate Offsets (X,Y): [1:0- 2- 4,0- 1- 8],[3:0 -2- 4,0-1- 8],[5:0- 2- 8,0 -3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) 0.19 1-5 >948 360 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.29 1 -5 >638 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matra) Weight: 55 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-9-10 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. WEBS 2X4SYPNo.3 REACTIONS (Ib /size) 1= 835/0 -8-0, 3=1006/0 -8-0 Max Horz 1 =- 83(load case 2) Max Upliftl =- 491(load case 2), 3=- 842(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 1631/901, 2- 3=- 1634/07, 3-4 =0/38 BOT CHORD 1- 5=- 648/1445, 3-5 =- 648/1445 WEBS 2-5=0t241 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL =5.Opsf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) As requested, plates have not been designed to j rovide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabri or tS rncre$s4 pteesi s =o actunt for these factors. 4) Provide mechanical connection (by others) of truss toper* Pratt celatlesbj withstanding 491 Ib uplift at joint 1 and 842 Ib uplift at joint 3. • • • • • • • • • •• (Delp •• • • • •• LOAD CASE(S) Standard • ..... ...... JOHN A. 1LTER, P.E. • • • • • • • • • • REGISTEI ED STPUCTURAL ENGINEER • (D•i ••• • (D• ••• .. .� STAGE O I l�1Rll5er362 ®� 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • ••••• • • ••• nrT042005 • ...... • •... ••(D • • • • •.• • • JOD 9305 Truss T12 Truss Type CUT BACK TR Qty 4 Ply 1 JOB *9305 - ARENAS ADOITION Job Reference (optional) Royal N i 'T Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:33 2005 Page 1 1 -1-4-0 1 8-0-0 15 -4-12 1-4-0 N 2 8-0-0 4.00 FIT. I 4x10 = 3 7-4-12 Scale 4 5 1 = 1:29.6 idtl %: ► 3x4. 3x4 6 3x8 = 5x5 = 8-0-0 15 -4-12 3x5 = 1 8-0-0 7-4-12 Plate Offsets (X,Y): [5:0-1-4,0-1-8], [6:0-2-8,0-3-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.71 BC 0.56 WB 0.06 (Matrix) DEFL in (Ioc) Udefl Ud Vert(LL) -0.13 2-6 >999 360 Vert(TL) -0.26 2-6 >689 240 Horz(TL) 0.03 5 n/a n/a PLATES GRIP M1120 249/190 Weight: 58 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -11 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-8-9 REACTIONS (Ib /size) 5=812/0 -3-8, 2= 983/0 -8-0 Max Horz 2= 83(load case 2) Max Uplift5=- 479(load case 2), 2=- 831(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3=- 1519 /840, 3-4 =- 1320/843, 4-5= 1498/827 BOT CHORD 2- 6=- 664/1332, 5-6 =- 664/1332 WEBS 3-6 =0/209 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL =5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) As requested, plates have not been designed fo •prMte Tr QlagAttjerg tlerroes or rough handling and erection conditions. It is the responsibility of the fabrieator todrprere piatesiaesstoeccount for these factors. 4) Provide mechanical connection (by others) of tress tobestririg plat: ciPatile efovithstanding 479 Ib uplift at joint 5 and 831 Ib uplift at joint 2. • • ••• • • • • • • • JOHN A 1 LTE R® P. E • • •• ••• ••• ••• • • • • • REGISTERED STRUCTURAL ENGI• NEE• R • • • LOAD CASE(S) Standard •• • • • • • . • • STATE OF FLORIDA #36205 • • • • • • • • .. •• ... • • • • 3320 PADDOCK ROAD, WESTON, FL33331 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • .. • • OCT • • •••• ••• • • • ••• • • Job 9305 Truss T2 Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies -1-4 -0 1-4-0 4.00 Fr Truss -jrpe SPECIAL TR Qty Ply 6-3-0 6-3-0 4x6 = 3 10-3 -8 4-0-8 JOB # 9305 - ARENAS ADDITION Job Reference (optional) 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:35 2005 Page 1 12-8 -6 2-4-14 15 -4-12 2-8-6 Scale = 1:30.7 6-3-0 6-3-0 10-3-8 4-0-8 { 15 -4-12 5-1-4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress [nor YES Code FBC2001 /ANSI95 CSI TC 0.57 BC 0.81 WB 0.58 (Matrix) DEFL in (loc) I/defl Vert(LL) 0.23 8-10 >771 Vert(TL) -0.30 8-10 >603 Horz(TL) 0.05 7 n/a Lid 360 240 n/a PLATES GRIP MI120 249/190 Weight: 66 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD Sheathed or 3-1-8 oc purlins, except end verticals. Rigid ceiling directly applied or 4-1 -10 oc bracing. REACTIONS (Ib /size) 7= 812/0 -3-8, 2= 983/0 -8-0 Max Horz 2= 150(Ioad case 2) Max Uplift7=- 481(load case 2), 2=- 829(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/38, 2- 3=- 1687/909, 3-4 =- 1611/912, 4-5 =- 3177 /1854, 5-6 =- 272/122, 6-7 =- 165/130 BOT CHORD 2 -10=- 817/1509, 9-10=- 1907/3246, 8-9 =- 1907/3246, 7-8=-1285/2107 WEBS 3-10=- 172/499, 4-10 =- 1770 / 1109, 4-8= 371284, 5-8=- 602/1131, 5-7= 1917/1215 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator t$ irr ease plate sizes to account for these factors. 5) Provide mechanical connection (by others) of truss toealnng pla'o c iparble,o� withstanding 481 Ib uplift at joint 7 and 829 Ib uplift at joint 2. ' • • • • • • • • • • • • •• ••• •• • • • •• LOAD CASE(S) Standard • • • • • • • • • • • • • ••• • • •• ••• • • •• • • • • • • • ••• • • • • • • • • • • • • • •• • •• ••• • • • • • • • ••• • • • • • •• • • •• • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • •• •• ••• • • • JOHN . !LTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 3333X OCT 0 4 2005 9305 t s. T3 s, ' ' SPECIAL TR . • 1 1 JO: # 9305 - - ENAS ADDITION Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:37 2006 Page 1 1 -1-4 -0 1 6-3-0 10-3 -8 12-8 -6 15 -4-12 I 1 1 1 1-4-0 6-3-0 4-0-8 2-4-14 2-8-6 Scale = 1:30.7 4x6 = 7 -1-3 4.00171Y. 3 -11 -15 I 2x4 11 2x4 I �� POI 2x4 II 2x4 4x4 = — .. II II I I N • ■ :v. :ai OA riot 011 ■ c4 '0 .,.iy i ❑ " —' 1.;. e ►� r� 3x4 = 10 9 8 4x4 = 3x4 = 3x5 = 3x4 = 1 6-3-0 10-3 -8 15 -4-12 1 I 6 -3-0 4-0-8 5-1-4 Plate Offsets (X,Y): [6:0- 1- 8,0 -1 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.57 BC 0.81 WB 0.58 (Matrix) DEFL in (Ioc) l/defl Ud Vert(LL) 0.23 8-10 >769 360 Vert(TL) -0.30 8-10 >601 240 Horz(TL) 0.05 7 n/a n/a PLATES GRIP MI120 249/190 Weight: 77 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-2 -13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 4-1 -10 oc bracing. JOINTS 1 Brace at Jt(s): 4, 6 REACTIONS (lb /size) 7= 812/0 -3-8, 2= 983/0 -8-0 Max Horz 2= 150(load case 2) Max Uplift7=- 481(Ioad case 2), 2=- 829(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3=- 1687/909, 3-4 =- 1611/912, 4-5=- 3180/1856, 5-6 =- 273/123, 6- 7=- 165/130 BOT CHORD 2- 10=- 817 / 1509, 9-10 =- 1909/3249, 8-9 =- 1909/3249, 7- 8=- 1287/2111 WEBS 3-10 =- 172/500, 410 =- 1773 / 1111, 4-8 =- 370/284, 5-8 =- 601/1129, 5-7 =- 1920/1217 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water tilShtlir1 • • • • • • • • 4) As requested, plates have not been designee to pro vide fi • aseriierti tder3rtces or rough handling and erection conditions. It is the responsibility of the fabricator to Incrass; prbtitsi & to aereount for these factors. 5) Provide mechanical connection (by others) oltr'russ tM eai ttg plate cepableef withstanding 481 Ib uplift at joint 7 6) Design assumes 4x2 (flat orientation) purlir�s at oc spacin indicated, fastened to truss TC w/ 2 -10d tii and 829 Ib uplift at joint 2. �T R, P, Eo • • .'. �•• ••• .•• ...ISTERED STRUCTURAL ENGINEER LOAD CASE(S) Standard •. • • • • • • • • STATE OF FLORIDA #36205 • • • • • • • • • • • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • • • • ••• • • • • • • • •• • • • • OCT 0 4 2005 • . • •••• • • • • • • ••• ••• • ••. •.• • • • • • •.. ••• ••• • • • ••• • . JOD 9305 Truss T4 Truss Type SPECIAL TR Qty 1 Ply 1 JOB # 9305 - ARENAS ADDITION Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Oct 03 07:52:40 2005 Page 1 -1-4-0 I 6-3-0 I 10-3 -8 12-8 -6 15 -4-12 I 1 1-4-0 6-3-0 4-0-8 2-4-14 2-8-6 Scale =1:30.7 9 1-3 4x6 — 1 3 -11 -15 2x4 = 4.00 12 3 2x4 I I 2x4 I I 2x4 11 PRI ."-"1 11 N CV- N i • • • li • .I ■■ i l'CI. _...•"' = 3x4 = 10 9 8 �� 4x4 = 3x4 = 3x5 3x4 = 1 6-3-0 I 10-3 -8 15 -4-12 1 1 6-3-0 4-0-8 5-1-4 Plate Offsets (X,Y): (6:0- 1- 8,0 -1 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.57 BC 0.81 WB 0.58 (Matrix) DEFL in (loc) Udefl Ud Vert(LL) 0.23 8-10 >769 360 Vert(TL) -0.30 8-10 >601 240 Horz(TL) 0.05 7 n/a n/a PLATES GRIP MI120 249/190 Weight: 84 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-2 -13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND Except: WEBS 2 X 4 SYP No.3 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 4-1 -10 oc bracing. JOINTS 1 Brace at Jt(s): 4, 6 REACTIONS (Ib /size) 7= 812/0- 3 -8, 2= 983/0 -8-0 Max Horz 2= 150(load case 2) Max Uplift7=- 481(load case 2), 2=- 829(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/38, 2- 3=- 1687/909, 3-4 =- 1611/912, 4-5 =- 3180/1856, 5-6 =- 273/123, 6-7 =- 165/130 BOT CHORD 2 -10=- 817/1509, 9-10= 1909/3249, 8-9 =- 1909/3249, 7- 8=- 1287/2111 WEBS 3- 10=- 172/500, 4-10 =1773/ 1111, 4- 8 = -370/ 284, 5-8 =- 601/1129, 5-7=- 1920/1217 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide adequate drainage to prevent water WW1"' • • • • • • • 4) As requested, plates have not been designed') prov cp fir plaaenienbtoiErances or rough handling and erection conditions. It is the responsibility of the fabricator to [norms* plitewsi2o ax punt for these factors. 5) Provide mechanical connection (by others) of Truss t8 t eariht Odle cdpable •c f withstanding 481 Ib uplift at joint 7 and 829 lb uplift at joint 2. JOHN A. 1 LTE R, P.E. 6) Design assumes 4x2 (flat orientation) purl r�s at og: paci g indicated, fast er edt o truss TC w/ 2 -10d � iSTERED STRUCTURAL ENGINEER • LOAD CASE(S) Standard . • • •• ' ' • • • STATE OF FLORIDA #36205 • • • • • • • • • •. • • 3320 PADDOCK ROAD, WESTON, FL 33331 ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • ••••• . •.• .• • ;• •• • • • • • ••. •• • ••• • • JoD 9305 I ruse V3 -Truss Type VALLEY TR Qty 1 Ply 1 IJob JOB # 9305 - ARENAS ADI)mON Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davies 5200 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:42 2005 Page 1 2x4 11 3-3-0 2 3-3-0 - cale =1:6.1 4.00 12 1 'cil: ••••••••••••••• H•••••••••• 4f•••••••• ••••••••••••••••••••••••••• 0**** * i i * • i 4,, i i* • i* i • i* * * i* i* i* i i• i* i* i• i i* * • i i i* i* i* i* i* i i* i* i* * * i* i* •i* i* i* i* i* i* i* i* i* i* i* i* i* i i* i* i* i * i i *****4 i i i * i* i* i* i* i* i* i i* i* i i• i i• i i* i* i* i i i i i i i* i* i i i i• i i* i* i* i* i* i* i* i* i i* i* i* i* i* i* i* i i*******************4 i i i i i s i i i i i i s i i i i ► *i *i i *i* *i *i *i *i i *i *iii i *i *i i i•i i i i i *i *i *i *i i *i *i *i *i *i *i *i *i i* i* i* i* i* i* i* i* i* i* i* i* i* i* i* i *i *i *i *i *i *i *i *i *i *i *i *i *i *i *i! 3-3-0 2x4.:::- 3-3-0 2x4 II LOADING (psf). SPACING 2-0-0 CSI DEFL in (loc) l/defl lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a 999 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight: 9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-3-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 121/3 -3-0, 3= 121/3 -3-0 Max Horz 1= 70(Ioad case 2) Max Upliftl =- 71(load case 2), 3=- 94(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 39/25, 2 -3 =- 99/105 BOT CHORD 1 -3 =0/0 NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 Ib uplift at joint 1 and 94 Ib uplift at joint 3. • • ••• • • • • • • • • LOAD CASE(S) Standard • • • • • • • • • • ••• • • •• ••• •• • • • •• ••• • • • • • : Jo 9305 Truss V5 Royal Truss Corp, Hialeah Gardens, PL 33016, Eddie Davies Truss Type VALLEYTR Qty 4-10 -8 JOB # 9305 - ARENAS ADDmON Job Reference (optional) 5.200 s Jan 16 2004 MITek Industries, Inc. Mon Oct 03 07:52:44 2005 Page 1 4-10 -8 5-3-0 0-4-8 2x4 11 2 2x4 5-3-0 2x4 I I 5-3-0 Scale =1:10.8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2001 /ANSI95 CSI TC 0.40 BC 0.08 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 n/a n/a PLATES GRIP MI120 249/190 Weight: 16 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 231/5 -3-0, 3= 231/5 -3-0 Max Holz 1= 133(load case 2) Max Uplift1=- 135(load case 2), 3=- 179(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 75/48, 2-3=-189/200 BOT CHORD 1 -3 =0/0 BRACING TOP CHORD BOT CHORD Sheathed or 5-3-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. NOTES 1) Wind: ASCE 7-98; 146mph (3- second gust); h =25ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 Ib uplift at joint 1 and 179 Ib uplift at joint 3. LOAD CASE(S) Standard •• ••• • • • • • •• • • • • • •• • • • • ••• • • •• ••• •• • • • •• • • •• ••• ••• •• •• • • • • • • • • • • •• • • • •• • • • • • 0 • • • • • • • • • •• •• ••• • • • • • • ••• • • • • ••• • • • • • • :•0 • • • • • • • .• • • • • • •• 11 • • • •• •• ••• • • • ••• • • JOHN A. ILTER, P.E. REGISTERED STRUCTURAL ENGINEER STATE OF FLORIDA #36205 3320 PADDOCK ROAD, WESTON, FL 33332 JOD 9305 1 russ V7 Truss Type VALLEYTR City 1 Ply 1 JOB # 9305 - ARENAS ADDITION Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016, Eddie Davy 5.200 s Jan 16 2004 Mak Industries, Inc. Mon Oct 03 07:52:46 2005 Page 1 4-10-8 7 -3-0 410-8 2-4-8 Scale = 1:12.3 4x4 = 2 3a411 4.00171T ►• •• •�•�• •• �• ••••••••••••••••••••• •�•�•••• .. •• •�•• •�•�••.. •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• ••••�•••••••••• • ••••i•i•i•i•i•i •i •••••i • i i•i• i • ••�• !•!•!•!•!•!•!•!•.,•!•!•!•!• 1•!•!.!• •••!•!• • •�•!• ••• •!•• •�•�•••.•�••• •••!••••••• •!•.•.• 1•!•!•!•!•.•!•!•-•!•!•!•!. !.!•!.!.!.!.!.!•!.!.!.•..&•!.!. 2x4 .-r- 2x4 II 2x4 II 7 -3-0 7 -3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) n/a - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.07 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2001 /ANSI95 (Matrix) Weight 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6- 0-0.oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1= 222/7 -3-0, 4=106/7 -3-0, 5= 354/7 -3-0 Max Horz 1= 123(load case 2) Max Uplift1=- 137(load case 2), 4=- 89(Ioad case 2), 5=- 225(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=- 77/14, 2- 3=-0 /0, 3-4 =- 100/92 BOT CHORD 1 -5= 29/30, 4-5 =0/0 WEBS 2-5=-271/269 NOTES 1) Wind: ASCE 7- 98;146mph (3- second gust); h =25ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide adequate drainage to prevent water ponding. 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Gable requires continuous bottom chord bearing, • • • 5) Provide mechanical connection (by others) offruss to baN ent platecapalte pte thstanding 137 Ib uplift at joint 1, 89 Ib uplift at joint 4 and 225 Ib uplift at joint 5. • • • • • . • : : • •: ' • •• •s• •• • • • •• LOAD CASE(S) Standard JOHN A. I LTER, P. E. REGISTERED STPIJCTURAL ENGINEER • • • • • • • • • • STATE Of &LURIDA #36205 • • • •• • • • • 3320 PADDOCK ROAD, WESTON, FL 33331 •• •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • •• • •• ••• • • • ••• • • Ilter Engineering, Ltd. Co. 3320 PADDOCK ROAD, WESTON, FL 33331 PHONE (954) 600 -7123 • FAX,(305) 512 -9424 • E -MAIL ILTERi$EI.LSOUTH.NET January 14, 2004 Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to corner jack /Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: Spacing: 2' - 0" o.c, Gravity Load: 30 + 15 + 0 + 10 PSF Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -98 per FBC 2001 Occupancy category 11, exposure C, 25 ft. above ground, .10 PSF dead load. Lumber: 2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch: 2 :12 to 6:12 16d Toe -Nail Capacity = 154 * .83 * .77 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction Mark Span Top Chord Reaction Bottom Chord Reaction Top Chord Connection Bon. Ch. Connection Gravity Uplift 51 1' - 0" 45# 77# 10# (2), 16d Toe -nails (2). 16d Toe -nails 53 3' - 0" 135# 179# 30# (2), 16d Toe -nails (2). 16d Toe -nails 55 5' - 0" 225# 331# 50# (3), 16d Toe -nails (2). 16d Toe -nails J7 7' - 0" 315# 395# 70# Hurricane Clip (2). 16d Toe -nails If you have any questions regarding this matt er, please do not hesitate to call. • • • • Sincerely, ••• • ••• •• • • • . • •• John A. Ilter, P.E. • • •• ••• ••• 90• • • • • • • • • • •• • • •• • • „ • • '.1 • • • • • i FL Reg Eng. No 36205 41•• • • • • • •0• • • • • 000 • • • • • ••• • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • r Ix _� �I_�_7 ANIII t Valley Trusses Supporting Truss Continuous Bracing © 24" o.c. in areas without plyw. sheathing Partial Roof Layout 12 pitch 4 to 7 Valley Trusses © 24" o.c. (,I Aka" 6" wedge nailed to truss w/ 2 -8d toe - nails, or bevel cut bottom chord of valley truss Valley Truss Strap @ 48" o.c. (see note) Supporting trusses © 24" o.c. Design Loads: 30 + 15 + 0 + 10 PSF; 33% DOL Wind Speed 146 MPH, 10 PSF Dead Toad Lumber: 2x4 No. 2 ND SYP min. chords 2x4 No. 3 SYP min. webs Notes: (a) Provide cont. bracing on verticals over 6' - 3 ". Connect bracing to verticals w/ 2, 10d nails. Bracing must be tied to a fixed point at ends. (b) Max spacing for vertical studs is 6' - 0 ". (c) Conn. for uplift with min. 1 -1/4" 16 ga. twist strap at 4' - 0" o.c. with 4, 10d nails each side of strap. (ASCE 7 -98, FBC 2001) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. •• ••• • • • • • •• . Ilter Engineering Ltd. Co. 3320 Paddock Road Weston, FL 33331 954 -600 -7123 John A. liter, P.E. FL R E #36205 • : • - • . •-- Customer: Rbyal•Tlgust. • •+.• -_-• • • • • .•.., • 1 : •• • Job: •alley Detail •.• • • • • . • • • . Project: • • • • • •• •• • •• Date: 1/26K74 • • • Scale NTS Reg Eng. . •. • • ..... • • • ••• • • ruse Piggy base Truss Type ROOF TRUSS 1 ty Ply 1 Notes: Brace structural top • :hord at 2' 0" o.c. max. Attach to top or bottom chord of supporting truss with 2, 1 Od nails. Bracing to be secured at each end and diagonally braced as required by project engineer or architect Note: Vertical members may be connected to supporting truss with 3x6 Nail -on plate, using (8), 1 -1/2" long, 11 gage nails par plate 2x4 cont. bracing spa 'el at 24" o.c., corm. to base truss and pigr;yback truss w/ (2), 16d to nails. Bracing to ba properly secured at ends. 4x4 Required Web Bracing: Web Length up to 4' - 0" : No Bracing Web Length 4' - 0" tp 8' - 0 ": 2x4 "T" -Brace 2x4 'Br U I Piggyback Hip Detail LOADING (psf) SPACING TCLL 30.0 Plates Increase TCDL 15.0 Lumber Increase BCLL 0.0 Rep Stress Incr BCDL 10.0 Code 2 -0 -0 1.33 1.33 YES BRACING TOP CHORD BOT CHORD NOTES 1) This truss has been designed for the Toads generated by 146 mph winds at 25 ft above ground level located 10 mi from the hurricane oceaniine. ASCE 7 -98 components and cladding external pressure coefficients for the interior (1) zone and 5.0 psf top chord and 5.0 psf bottom chord dead Toad are being used. The design assumes occupancy category II, terrain exposure C and internal pressure coefficient condition I. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 Sheathed or 2 -0-0 oc purlins. Rigid ceiling directly applied LUMBER TOP CHORD BOT CHORD WEBS 2 X 4 SYP No.2 2 X 4 SYP No.2 2X4SYPNo.3 liter Engineering, Ltd. Co. 3320 Paddock Road Weston, FL 33331, (954) 600 -7123 • • • • • • • •• • •.• •• • • • •• • • *• • • • .. •. ••• • • • • • • • • •.. •••• •.• • • • John A. Iltee, P,.E : :: •• :• • • . ..• • FL Reg. Eng. No.•3.624 •.• ••I • • • • • • • • •• •1 • • • • • • • • • ••• •• •• National Evaluation Service, Inc. ji it 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703 /931 -2187 www.nateval.orq Fax: 703/931 -6505 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703 /931 -2187 www.nateval.orq Fax: 703/931 -6505 INTERNATIONAL CODE COUNCIL NATIONAL EVALUATION REPORT Report No. NER -510 Re- Issued May 1, 2003 DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800 - 328 -5934 i nfoOUSPconnectors.com www. USPconnectors.com USP LUMBER CONNECTORS Page 1 of 10 • • .. ... ... ... Copyright© 2003, National Evaluation Service, Inc. • • • • • • • • • • • • • • • • • • • • - -! This report is limited to the specific product and data and test reports submitted by the applicant in id application requesting this report. • No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product coveraa�by this redo sl. r his�lfsclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herei*. • • • • • • - -- 080 • • • 000 • • Page 2 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, INC. 2003 rodvct Evaluation Li. Eft FOR LIATION IS CR1PTI CAT DITIONS.0 Re- Issued May 1, 2003 ck to the NES home page 1.0 SUBJECT USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models 3.1.1 Butterfly Hanger CLPBF Series: The Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting wood member. It is die formed from No. 18 gauge galvanized steel. Refer to Table 1 for connector dimensions, fastener schedules and allowable loads. 3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, fabricated from No. 18 gauge galvanized steel, are irregular - shaped connectors that connect the top and bottom plates to stud members. Refer to Table 2 for fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing anchor that connects rafter members to the double top plate or to stud members. The anchors are die formed from No. 20 gauge galvanized steel. Refer to Table 3 for anchor dimensions, fastener schedules and allowable loads. 3.1.4 Truss Tie Down Strap (True Tie) HDPT Series: The truss tie down strap is a 1 3/4-inch-wide strap that is U- shaped with 19- inch -long twisted ends. The strap straddles the top chord of a truss and connects to the double top plate. The strap is die formed from No. 18 gauge galvanized steel. Refer to Tables 4 for connector dimensions, fastener schedules and allowable loads. 3.1.5 Girder Truss Strap /Hold -Down SGP Series: The girder truss strap is an L- shaped connector that resists tension forces only. The connector is used with an ASTM A1011 steel washer, measuring 3 by 3 by 1/4 inches that has a long -slot hole, and a' /cinch- diameter bolt. The strap is manufactured from 14 gauge steel. Refer to Table 5 for strap /hold -down dimensions, fastener schedules and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.2 Design •• ••• • • • • • •• • • The design of the connected wood members shall b'e.sub'riait%dto•artd **to to the local code official. Tabulated design loads fol- thl3'cbnnectore are based on the lowest load obtained from comparing: • • least test load that causes 1/8 inch (3.18'nm)de1'lectiQp. • lowest ultimate test load with a safety facite»o3r • • • • • ;. ; Page 3 of 10 National Evaluation Report No. NER -510 SERVICE, INC. Copyright©, 2003 BJECT FOR%WH1 UATION I$ °SOUGHT Re- Issued May 1, 2003 the NES home page The connected wood member shall be designed for the design loads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or less and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable loads in this report shall be multiplied by the moisture content factor, CM, specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be less than 95 percent of these listed thicknesses. 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55, such as southem pine, with a moisture content of 19 percent or less. 3.3.3 Fasteners: Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts have a minimum bending yield strength, Fyb, of 45,000 psi. 4.0 INSTALLATION 4.1 General USP Lumber Connectors shall be installed in accordance with the manufacturer's published installation instructions. The . manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govem if there are any conflicts between the manufacturer's published installation instructions and this report. 4.2 Design Tabular load capacities are based on wood with a minimum specific gravity of 0.55 and a moisture content less than 19 percent. Tabulated allowable design loads are for loads of normal duration. Adjustments to these values shall be permitted for other durations of loading, i.e. plus 15 percent for two months duration (snow), or plus 33 percent for wind or seismic. Tabulated allowable design Toads shall be reduced 10 percent for design load durations longer than 10 years. The resulting allowable design load after adjustment shall not exceed the maximum design load shown in the tables. 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC A§seccist ,s, fin., fd'r thjr fQllQ Mhg joist hangers and timber connector devices: CLPBF 4Rgptrt:Ng. a0ted November 19, 1992; and Report No. 33504 Elated August 4,,d19€7 ; TFP4 (Report No. 4964 dated July 20, 1991); HCPIVIL (Ftdilort IVo. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCP,L (Repgrt jai 499 .i ated. July 17, 1991); HCPTA (Report No. 4402,441 MV,‘ 7, 1.991); I-DPT2 (Report No. 9803 dated October 18, 1993);+4CPR6 tRgpgrttlo• 7503Natetl. June 17, 1992); HA5(HCPRS) (Report No.0g83cated November 30,•1988', and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devie . PCQ4;(Ftef7cif Mo. 0036/6251 dated April 9, 1994); HDPT (Report tVq.:4;Og10 /j341 '1,30W • •.• •• • • • ••• • •• ••• • • • ••• • • Page 4 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, INC, Copyright@" 2003 NES product Evaluation Listing PROPERTY FOR WHICH EVALUATION IS SOUGHT! TIFICATI FENCE SU EONS .0 pack to the NES home page January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kolden, P.E., 9-13 -2002. 6.5 Test reports on Toad testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable altemates to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code /1999, the 1999 Standard Building Code©, the 1997 Uniform Building Coder"', and the 1998 International One and Two Family Dwelling Code subject to the following conditions: 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 Connector loads are determined in accordance with the applicable Code. The allowable loads shall not exceed those shown in the tables of this report. Loads in the tables are predicated on the use of fasteners indicated in the tables, wood with a minimum specific gravity of 0.55 and lumber moisture content less than 19 percent. The scope of this Evaluation Report is limited to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire- retardant treatment and preservative treatment. 7.3 Allowable loads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the applicable Code 7.4 Loads designated as "normal" loads are permitted to be increased for duration of load in accordance with the 1997 AFPA National Design Specification® for Wood Construction up to the allowable tabulated for 115 %, 125 %, 133% and 160 %. 7.5 Calculations are to be submitted at time of permit application. The individual performing such calculations shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. 7.6 This report is subject to periodic re- examination. For information on the current status of this report, consult the ICC -ES website. Footnotes for Tables 1 through 6: (Refer to the bottom of each table for applicable footnotes.) 1. Design Toads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test load divided by three. 4.3 Test load producing 1/8-inch deflection. • • .. • • • . • •• • 5. Uplift loads include a 331/3 percent increase for corppliance�+viffuele;U�ifotAB ii /ding Code and Standard Building Code, and a 60 percent *crees: ffr otbn:pl anDO:vith'tjie BOCA National Building Code for wind or seismic loadanditions. ¥&hensusing prodects in jurisdictions which have adopted the international Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the International Btdilding•Code. Nce furtfher inorease'is • permitted. • • • • • • • 6. Allowable loads are beyond the scope of this reporMar coldilioes wv er�p ermenei float • adjustment factor, 0.90, controls. 7. Connector installation shall be restricted to concteie construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral Toads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specfri ID the tale Est l din each end of the straps. • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .. • • .. ... • • • • .▪ . .. Page 7of10 National Evaluation Report No. NER -510 Table 3 — HCPL Series Stock No, Steel Ga Dimensions (in.) Fastener Schedule Allowable Loads (Lbs,) W H Rafter Plate Stud F1 F2 uplift 133% 160% 133% 160% 1339E 160% HCPLL 20 1.12 6 (4)64 (4)6d (4)64• 145 145 95 95 400 480 (4)84 (4)8d (4)84" 145 145 95 95 510 520 HCPLR 20 1-112 6 (4)64 (4)6d (4)64' 145 145 95 95 400 480 (4)84 (4)8d (4)84' 145 145 95 95 510 520 Notes: 1,2,6,8 'Applies to stud application. Figure 3 — HCPL Hurricane/Seismic Anchors HCPL(L) shown (HCPL(R) opposite bend) .. ... • • • • • • . • • • • .. ... .. • • • • • .. ... • .... • • • • • .. • • ■ ..: ■ • ■ . • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • .. • • IS .. • • • .. .. 000 • • • 0 .. • • MIAMI•OADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,MN 56069 Your application for Notice of Acceptance (NOA) of: Face Mount Joist Hangers under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types or 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 alter 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. BUILDING COD COMPLIANCE OFFICE )MIETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STRlst•T. SU111's 1603 MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2905 C :oNTRAC1'Oli LICENSING SEC.1'ION (305) 375 -2537 FAN (305) 375 -2555 C:ON rkAC'roit ENFORCEMENT DIVISION (305) 375 -3966 FAX (305) 375 -2905 I'KOU(ICrCONTROL I)lVLSION (305) 375 -3902 FAX (305) 373.6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0327.04 EXPIRES: 06/04/2006 Raul Rodriguez Chief-Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL I'AGES 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: 05/3 1/2001 A1045000I %pc200011templacesnotice acceptance cover page.doc Internet mail address: postnuster @buildingcodeonline.com Francisco J. Quintana, R.A. Director 11'llil[Ai -Dads county • • • • • • Buildiltg?ode 4ntpltaitcco111i :c: . •. • • • • •.• • •• ••• •• • • • •• •••• • .• • ••• • • •• •.• • • •• • • • • . • ••• • • • • ••• • • • •• • ••• • • • • ••• • • • • • • • • • • ltoiuepage: http:/h nvw.builttingpcjecpll®i'a:;enl: • • • • •. •• • • • .• .. ..• • • • • •.• • • United Steel Products Company. ACCEPTANCE NO: 01- 0327.04 APPROVED: MAY 3 1 2001 EXPIRES: 06/04/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97 -121 5.07, which was issued on 06/04/98. It approves wood connectors; 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 actual loads as determined by SFBC Chapter 23. do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The United Steel Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. HJC /JUS /SKI UJL, sheet 1 and 2 of 2, titled "Face Mount Joist Hangers", prepared by United Steel Products Company, dated 03/20/01 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Pine or better with a specific gravity of 0.55 and moisture content of 19% or Icss. 3.2 ,,:,; Analysable loads are based on testing.per A$1'M:01761.and calculat ions - per. National°Dcsign.Specificatiaos for Wool Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 s::.The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING .5.1 Each wood.conncctor 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 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 hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. •• ••• • • • • • •• Candido Font, PE, Sr. Pceduca eiginaininjes Product Control DivisiotP • • • • • • • • • • • • •• ••• • • • • • • • • • •• • • • • • • • • • ••• • • • ••• ••• • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • United Steel Products Company. ACCEPTANCE NO.: 01- 0327.04 APPROVED: MAY 3 1 2001 EXPIRES: 06/04/2006 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 dot m nentation, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be pcnnaucutly labeled with the manufacturer's name, city, state, and the following stau tncnt: "MBiami -Dade County Product Control Approved ", or as specifically stated in the specitic 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 sa'uc product (identical) as the one originally approved; c) If the Accepts, terse 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. far ten iaation of this Acceptanceourdess prior,avrittenapprovai:: bass= bovnatqucsted :(through the :lilingofa 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 ati endorsement orally product, for sales, advcitising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration dale 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. 9. This Notice of Acceptance consists of pages 1.2 and this lust page 3. Outdid() Font, PE, Ss Product Contro4 Examiners • Product Control Dil{ision • O • • • • • • • •• • • • • ••• • • •• ••• •• • • • •• END OF THIS ACCEPTANCE 3 • • • • • • • • • • • • • ••. • •• • • • • • •• ••• • • •• • • • • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • ••• ••• ••• • • • • • • •• •• • • • • • • • • • • • •• •• • • PRODUCT CODE STEEL GAUGE DIMENSIONS <In.) FASTENER SCHEDULE ALLOWABLE Loa05 <.bs.) W H D A HEADER - 101ST DOWN UPLIFT SKM86 • 16 • 1 9/16• 5 1/4 ' 1 7/8 1 3/16 (6) led •1(6) 1041 x 1 1/2 808 NIA 1 Miter cut required on eno of Joist to achieve ailowab:e loads. • 2 Minimxt header thick.' 58 shal be 8 inches Fo^ 16d rails. 3 Allowable DOWN toad listed is at IDO/. Duration of Load. • 4 UpltPt Loads 1110ed o6 N/A had u011ft capacity less than the required 700 pounds. 5 SI(H26 Is skewed Right or Lori TYPICAL 010426L INSTALLATION SKH26L PRODUCT CODE STEEL GAUGE DIMENSIONS On.) FASTENER SCHEDULE ALLOWABLE LOADS Obit.) W H 0 A HEADER JOIST DOWN UPLIFT JL24 20 , 1 9/16 3 1 1/2 15/16 t4) nod (5) 841 x 1 1/2 480 N/A ..1L26 • 20 , 1 9/16 4 3/1 1 1/8 15/16 (6) 100 (4) 8d x 1 1/e 670 NIA .11-28 ' 80 1 9/16 6 3/8 1 we 15/16 00) IDd (6) 8d x 1 1/2 1120 750 .L210 • 80 • 1 9/16 8 1/4 1 I/2 15/16 (14) 1041 (8) Bd x 1 1/2 1560 • 995 JL262 • 18 • 3 1/16 5 2 1 1/4 (8) 16d (4) 8d 1-075 N/A -e-Bee ' 18 • 3 1/16 7 2 1 1/4 (32) 168 (6) 8d 1610 B00 J..2102 • 18 3 3/36 8 2 1 1/2 (14) :6d (8) 810 1880 ' 1070 1 Minimum header thickness shot be 1 3/4 Inches for Od ne.Ds and 2 inches co, 168 nails. ' 2 Allowable DOWN load listed le at 1007 Duration of Load. 3 Uplift Loads listed as N/A had uplift Capacity less than the retpir•ed 700 pounds. • •• • 8 • • • ••• • • • •••••• •••• • • • • • •••• • •••••• • • • •8 • • • • • ••• •• •••••• • • • • ••••• •• *•YP!CAL .r.86-2 INSTALLATION • • •• • • 00000 les is 41 • • •••••• •••••• • • • • • •••••• •••••• •••••• • •• • • • • • • m • • • •••••• •••••• JL26 -2 GENERAL NOTES 3) STEEL SHALL CON=ORM TO ASTM A653. STRUCTURAL GRADE 331 U.O.N. AND A MINIMUM GALVANIZED COATING or G -60 2) FASTENERS ARE C0r91014 WIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 8 A SHORT TERM DURATION FACTOR OF 33X FOR WIND LOAD CONDITION. NO FURTHER INCREASE ALLOWED. 4) ALLOWABLE DOWN LOADS ARC NOT INCREASED BY SKIRT TERM 5) ALLOWABLEALOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION a 1993 ERRATA, FOR SOUTHERN YELLOW PINE (6. 0.55 OR BETTER) 6 TEST PERFORM IN ACCORDANCE WITH ASTH 01761 Ain HO iP iI Ci+ ?,ii a With Ii.t STOUP A.Oi:: 10u41" - f2;1 "I. • MAY a .2001 _ • 31 0/-0327.64 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATEt _CRPLItI_ DRAWING NUMBERi I.wgr,vgS/,_Sj,<IjrJL SHEET NUMBERi _I= Jr a__ THOMAS A. KOLDEN, P.E. CIVIL NUMBER FL 1150899 i.i• r• :�•�, j :•T PRODUCT 0000 STEEL GAUGE DIMENSIONS Dn.) DIMENSIONS fin.) FASTENER SCHEDULE ALLOVAHL.E LOADS (lbs.) ALLOWABLE LOADS Ubse.). H V A H MST 0 A HEADER ,$LIST JUS24. DOWN I UPLIFT HJC26 • 12 • 3 7/8 5 3/8 3 114 1 3/4 C16) )6d 0,3) tad • 2347 • I 1560 • HJC28' 12 . 3 7/8• 6 3/4 • 3 1/4' 1 3/4 C20) 16d (14) Uhl ,. -SLIM; • 2805 • 1 2015 , : 1 Published load IS_ For tats: of hip at 45 degrees and Jock at 90 degrees eonblned. • 2 )dsdrun header thickness shot be 2 inches for 160 man. 3 Allowable DOWN load listed is at 1604 Duration of Load. • TYPICAL. HJC INSTALLATION PRODUCT CODE STEEL GAUGE DIMENSIONS Dn.) FASTENER SCHEDULE ALLOVAHL.E LOADS (lbs.) V H 0 A HEADER MST DOWN UPLIFT JUS24. 18 • 1 9/16 3 1/8 • 1 3/4 1 • C4) 10d • (2) 10d • 645 ' N/A • JUS26 18 • 1 9/16 4 13/16 1 3/4 1 • (4) 104 • CO led 840 ' 060 • -SLIM; • t8 , 1 9/16. 6 11/16. 1 3/4. 1• C6) 104' C4) 10d ' 1065 • 860 • JUS210 • I8 ' 1 9/16' 7 13/16 1 3/4 1. <8) 10d• C4) 10d 1290 • 860 ' 1 SpecIFted Joist mats shall be nstalled at 30 to 43 degrees horizontally such that they penetrate through the end of the Joist and Into 'he header. 2 )Oninun heede• thickness 01a11 be 1 3/4 inches For Owl nods• ' 3 Allowable DOWN load listed is at IOOZ Duration aF Load. • 4 Uplift LOCOS listed as N/A had uplift Capacity less than the required 700 pounds. TYPICAL JUS INSTALLATION r • • •••••• •••••• • • • • • • • • • •• • ...... ...... 000000 ...... • • • �iENERAL NOTES •••• ••i•• •() STEEL SHALL CONFORM TO ASTM A653Al1eREle•IJRAL 0 Af 3'i u.C.N.•i•••• AND A MINIMUM GALVANIZED COATING OF 5,_6i0i •••• • 2) FASTENERS ARE COMMON WIRE NAILS Mac OT.*4ERVISE NOTED' 3) AILOVABLC UPLIFT LOADS HAVE SEEN l EEJ�A,SED B A SNORT TERM • • DIJRATICN FACTOR OF 33'/, FOR VINO L�Op IT:ON. •••••• NQ FURTHER INCREASE ALLOWED.• R • • • • 4) ALLOWABLE DOWN LOADS ARE NOT INCI ASED 9Y SHORT TFRJ4 • • DURATION FACTOR • • •• •••••� 3) ALLOWABLE LOADS ARE RASED CN THE SJATDH**.. DESIGN, JjFlCAr18NS FOR W000 CONSTRUCTION 1991 COITION 66993•ERRarq� C • SOUTHERN YELLOW PINE co. 0.55 09 3ET7E9) 6 TEST 'P� csig IN ACCORDANCE VITK AST1l D1761 MAY, 2001 ©527.44 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE: DRAWINC NUMBER: H J,95.aicL4/JL SHEET NUMBER: _1.P±"A__ THOMAS A. ICOLDEN, P.E. CIVIL NUMBER FL 1150899 • • ••••• • • • • • •••• • • TABLE 7 - SKH SERIES STOCK NO. STEEL GAUGE DIMENSIONS (in) FASTENER SCHEDULE ALLOWABLE LOADS (Ibs Header' Joist FC1= 460 psi F„ = 625 psi Uplift W H D Qty - Type Qty - Type 100 %. 115% 125% 100% 115 %. 125% 133% 160% SKH24 16 18/16 3' 1% 4 -16d 4- 10dx1% 510 510 510 510 510 510 505 565 SKH 26 16 18/16 5' 1' /s 6 - 16d 6 - 10d x 134 810 890 890 810 890 890 760 910 SKH 28 16 19/16 71/4 1% 10 - 16d 8 -10d x 1% 1350 1465 1465 1350 1465 1465 1015 1215 SKH 210 16 18/18 9' 1' 14 - 16d 10 - 10d x 1% 1790 1790 1790 1790 1790 1790 1265 1520 SKH 26 -2 16 31/16 4' 13/e 6 - 16d 6 -10d 810 930 1015 810 930 1015 905 1085 SKH 28 -2 16 31/16 6% 1% 10 - 16d 8 -10d 1350 1555 1690 1350 1555 1690 1205 1360 SKH 210 -2 16 3146 8' 1% 14 - 16d 10 - 10d 1890 2175 2365 1890 2175 2365 1505 1565 SKH 212 -2 16 31/16 10' 13/s 16 - 16d 10 - 10d 2160 2485 2700 2160 2485 2700 1505 1565 SKH 36 16 28/16 4% 1% 6 - 16d 6 -10d X 1% 810 930 1015 810 930 1015 760 910 SKH 38 16 2846 63 13/e 10 -16d 8 -10d x 1% 1350 1555 1585 1350 1555 1585 1015 1215 SKH 310 16 28/16 8% 13/s 14 -16d 10 -10d x 1% 1890 2175 2250 1890 2175 2250 1265 1520 SKH 312 16 26/16 103 13/6 16 -16d 10 -10d X 1% 2160 2485 2500 2160 2485 2500 1265 1520 SKH 1520 16 18/16 9' 17/s 14 -10d 10 -10d x 1% 1340 1340 1340 1340 1340 1340 1265 1520 SKH 1524 16 18/16 11' 1% 16 -10d 10 -10d x 1% 1810 1990 1990 1810 1990 1990 1265 1520 SKH 1520 -2 16 . 31/18 8' 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 SKH 1524 -2 16 3146 10%: 1% 16 - 10d 10 - 10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKH 1620 16 1 "/16 93/16 1% 14 - 10d 10 - 10d x 1' 1340 1340 1340 1340 1340 1340 1265 1520 SKH 1624 16 111/18 113/16 1'/e 16 - 10d 10 - 10d x 1%z 1810 1990 1990 1810 1990 1990 1265 1520 SKH 1720 16 113/18 9' /a 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 SKH 1724 16 113/15 111/e 1% 16 - 10d 10 -10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKH 2020 16 21/15 9 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265. 1520 SKH 2024 16 21/16 11 1% 16 - 10d 10 - 10d X 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKH 231241 16 23/e 8% 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 . 1265 1520 r SKN732% 46 0.1 • 2% 10% 1% 16 -10d 10 - 10d x 1'A 1810 2080 2260 1810 2080 2260 1265 1520 SKI•! 25ZQ• 16 • 28/16 8% 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 SKH 2524 • 1'8' • •" 28/16 103/ 1% 16 - 10d 10 -10d x 1% 1810 2080 2260 1810 2080 2260 1265 1520 SKIS 2611 • 1f:::::21146 811/16 1% 14 - 10d 10 - 10d x 1% 1580 1820 1980 1580 1820 1980 1265 1520 ' SKH 2 6 2 4 , 16.• • • 211/18 1011/15 1% 16 - 10d 10 -10d x 1 % 1810 2080 2260 1810 2080 2260 1265 1520 • • • •••••• •.•••• • • • • • • 000000 • •••••• 000000 • •••••• • •• • • • • • Table 7 continued on next page. 61 le yZ efed National Evaluation Report No. NER -478 National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703 /931 -2187 www.nateval.orq Fax: 703/931 -6505 Mute. INTERNATIONAL CODE COUNCIL NATIONAL EVALUATION REPORT Report No. NER -510 Re- Issued May 1, 2003 DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: UNITED STEEL PRODUCTS COMPANY USP LUMBER CONNECTORS 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800 - 328 -5934 Info(USPconnectors.com www.USPconnectors.com Page 1 of 10 Copyright() 2003, National Evaluation Service, Inc. • •,. ••• ••• • • • • • • • • • • • • • • • • _•• • • • • • • This • report is limited to the specific product and data and test reports submitted by the applicant in its appfieati&n requesting this report. • • • • • No independent tests were performed by the National Evaluation Service, Inc. (NES), and NESspeciftcal /v does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as 10 any product covered b ,drjs rreport: This:ddrbinier includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. : : • • • • • • • • •• •- • •• ••• • • • ••• • • • • • • • f10 NATIONAL EVALUATION SERVICE, INC. Copyright© 2003 NES Product Evaluation Listing =` 1.0 SUBJECT 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT; 3.0 DESCRIPTION 4.0 INSTALLATION 7.0 CONDITIONS OF USE Re- Issued May 1, 2003 back to the NES home page 1.0 SUBJECT National Evaluation Report No. NER -510 USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models 3.1.1 Butterfly Hanger CLPBF Series: The Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting wood member. It is die formed from No. 18 gauge galvanized steel. Refer to Table 1 for connector dimensions, fastener schedules and allowable loads. 3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, fabricated from No. 18 gauge galvanized steel, are irregular- shaped connectors that connect the top and bottom plates to stud members. Refer to Table 2 for fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing anchor that connects rafter members to the double top plate or to stud members. The anchors are die formed from No. 20 gauge galvanized steel. Refer to Table 3 for anchor dimensions, fastener schedules and allowable loads. 3.1.4 Truss Tie Down Strap (True Tie) HDPT Series: The truss tie down strap is a 1 3/4-inch-wide strap that is U- shaped with 19- inch -long twisted ends. The strap straddles the top chord of a truss and connects to the double top plate. The strap is die formed from No. 18 gauge galvanized steel. Refer to Tables 4 for connector dimensions, fastener schedules and allowable loads. 3.1.5 Girder Truss Strap/Hold -Down SGP Series: The girder truss strap is an L- shaped connector that resists tension forces only. The connector is used with an ASTM A1011 steel washer, measuring 3 by 3 by 1/4 inches that has a long -slot hole, and a 1/2- inch - diameter bolt. The strap is manufactured from 14 gauge steel. Refer to Table 5 for strap/hold -down dimensions, fastener schedules and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.2 Design .. ••• • • • •' • • • • • . . • •• • • 0 • •. • • • • . •. • • The design of the connected wood members shall be abrna't;fdtoend •actptare to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: • • • ' • • • .:. .. • least test Toad that causes 1/8 inch (3.18 mm: dbflacton. •• • • . • lowest ultimate test load with a safety factor oi•�.: • • • • • • ;• • ;' • allowable fasteners and compression perpertdic0lar -to -grain values in accordance with the 1997 AFPA National Design Specification® for Wood Construction, based on wood with a specific grayitypf 0.55• • ••• • • • • • • • • ' • • • ••• • • • • • . •• . • • • • •• •• . • • • ••• • • Page 3 of 10 NATIONAL EVALUATION SERVICE, INC. Copyright©, 2003 NES Product Evaluation Listing 1_0 SUBJECT 2_0 PROPERTY FOR WHICH 4 EVALUATION IS SOUGHT1; 3_0 DESCRIPTION 4.0 INSTALLATION 5.0 IDENTIFICATION 60 EVIDENCE SUBMIT? 7_0 CONDITIONS OF U Re- Issued May 1, 2003 back to the NES home page National Evaluation Report No. NER -510 The connected wood member shall be designed for the design loads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or Tess and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable loads in this report shall be multiplied by the moisture content factor, CM, specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be Tess than 95 percent of these listed thicknesses. 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55, such as southern pine, with a moisture content of 19 percent or less. 3.3.3 Fasteners: Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts have a minimum bending yield strength, Fyb, of 45,000 psi. 4.0 INSTALLATION 4.1 General USP Lumber Connectors shall be installed in accordance with the manufacturer's published installation instructions. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govem if there are any conflicts between the manufacturer's published installation instructions and this report. 4.2 Design Tabular load capacities are based on wood with a minimum specific gravity of 0.55 and a moisture content less than 19 percent. Tabulated allowable design loads are for loads of normal duration. Adjustments to these values shall be permitted for other durations of loading, i.e. plus 15 percent for two months duration (snow), or plus 33 percent for wind or seismic. Tabulated allowable design loads shall be reduced 10 percent for design load durations longer than 10 years. The resulting allowable design load after adjustment shall not exceed the maximum design Toad shown in the tables. 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Assooietee n . :or. joist hangers and timber connector devices: CI.7'BF R C ' ®I,da jng (.�PQftNB. 85�dated, November 19, 1992; and Report No. 33504 dai'ad Augusj33,'1984 "LPN (Report No. 4964 dated July 20, 1991); HCPR/L•(Rep "orfNo. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL,(Report hlo! 4 96 df48d • • • July 17, 1991); HCPTA (Report No. 4402acTate a (Report No. 9803 dated October 18, 1993 ; HtJ R R y o 1997 ; HDPted June 17, 1992); HA5(HCPRS) (Report No. 05adatedNovembet 30, 1988; • and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for te I grin joist hangers and timber connector devices:• 44 ee,� �l� - • 0036/6251 dated April 9, 1994); HDPT (Report o 94 -cJ1sD 434 d 98.; • Page 4 of 10 NATIONAL EVALUATION SERVICE, INC. Copyright() 2003 NES Product Evaluation Listing 1_0 SUBJECT Z0 PROPERTY FOR WHICH EVALUATION IS SOUGHT' 3_0 DESCRIPTION 4.0 INSTALLATION 5_0 IDENTIFICATION 6_0 EVIDENCE SUBMITTED £ VkS 7.0 CONDITIONS OF U Re- Issued May 1, 2003 back to the NES home page National Evaluation Report No. NER -510 January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kolden, P.E., 9-13 -2002. 6.5 Test reports on Toad testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable altemates to that specified in the 2000 International Building Code© with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code /1999, the 1999 Standard Building Code©, the 1997 Uniform Building CoddeT"", and the 1998 International One and Two Family Dwelling Code subject to the following conditions: 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 Connector loads are determined in accordance with the applicable Code. The allowable Toads shall not exceed those shown in the tables of this report. Loads in the tables are predicated on the use of fasteners indicated in the tables, wood with a minimum specific gravity of 0.55 and lumber moisture content less than 19 percent. The scope of this Evaluation Report is limited to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire- retardant treatment and preservative treatment. 7.3 Allowable bads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their 7.4 Loads designated ase normal' loads are permitted e to applicable increased for duration of Toad in accordance with the 1997 AFPA National Design Specification® for Wood Construction up to the allowable tabulated for 115 %, 125 %, 133% and 160 %. 7.5 Calculations are to be submitted at time of permit application. The individual performing such calculations shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. 7.6 This report is subject to periodic re- examination. For information on the current status of this report, consult the ICC-ES website. Footnotes for Tables 1 through 6: (Refer to the bottom of each table for applicable footnotes.) 1. Design loads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southern yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF- N -105B. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test load divided by three. 4.3 Test Toad producing 1/8 -inch deflection. •• ••• • • • • • • 5. Uplift loads include a 331/3 percent increase for compliance v4th'{ba Cwiititrr>Z,ildrreg Code and Standard Building Code, and a 60 percent inoreasefprtotp:arice.with Ike* BOCA National Building Code for wind or seismic load cQgditivrxvd Wien using aro'duciis in jurisdictions which have adopted the International Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combination .of. , , Section 1605.3.1 or 1605.3.2 of the International Building Cpde. No furrth�incregse is • permitted. • • • • • 6. Allowable loads are beyond the scope of this report folic-pi-144s whereperr?n$nt load • • adjustment factor, 0.90, controls. • • • •,• • • • 7. Connector installation shall be restricted to concrete* Cdnstr'uction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral loads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified art tip table iostellec! in (Tech ; end of the straps. • • • • • • • • • • • • • • • •• •• • • • •. •• ••• • • • ••• • • • .• • • • • • • • •• ••• ••• • • • • • • • .. •• Page 10 of 10 National Evaluation Report No. NER -510 Stock Number Steel Ga. Table 6 — HUS Series Hanger Dimensions Fastener Schedule' W 11 0 Header Joist Allowable Loads (Ibs.) ° 460 psi I Fe, Q 625 psi I Fm a 675 3 HUS26 tR1.) (tn.) (tn.) Qty Type Qty Type 100% 115% 125% 100% 115% 125% 100% 115% 125% 133% 160% HUS28 HUS210 HUS175 16 16 16 15/8 15/8 15/8 5 7/18 7 3/16 9 3/16 3 3 3 14 22 30 ' 16d 16d 16d 6 8 10 16d 16d 16d 2590 3145 3415 2975 3310 3815 3080 3415 3750 2590 3890 4160 2975 4050 4380 3235 4160 4495 2590 3900 4385 2975 4275 4585 3235 4345 4720 1925 2570 3205 1925 2570 HUS177 HUS179 For St: 1 inch 16 16 16 • 25.4 1 13/16 1 13/16 1 13/16 mm. 1 511/32 7 3/32 9 3/32 gar • Las 3 3 3 N 1 ...1 14 22 30 :. 16d 16d 16d s. l.s_ 6 8 10 16d 16d 16d 2590 3490 3760 2975 3655 3960 3235 3760 4095 2590 3900 4625 2975 4345 4830 3235 4345 4965 2590 3900 4890 2975 4345 5090 3235 4345 5225 1925 2570 3205 3205 1925 2570 3205 1 A 16d n all is 31/2 inches long and 0.162 inches In diameter. 2 The 16d nabs driven into to joist shall be installed at 30 to 45 dew horizontally toward the header. 3 Uplift Ions Indude a 33 1/3% or 60% increase for wind or seismic load condt®one. No further increase shall be permitted. Figure 6 .. ... • • • • • . •: This safety alert symbol Is used to attract your attention) PERSONAL SAFETY IS INVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies 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, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed ds contractor, erector or erection contractor is ad . vised to obtain and read the entire booklet''Co n mentary and Recommendations for Handling, Ir n stalling & Bracing Metal Plate Connected Wood , Trusses, HIB -91" from the Truss Plate Institute DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal Injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, butmust, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION Alitemporary bracing should be no less than 2x4 grade.marked Iumber..Alt connections should be made with minimum, of 2 -16d Waifs.; Ali trusses, assumed 2' on- center or less. "All multi ply trusses should be connected together actor=. ante with design drawings prior to installation, } USS'STO , -tr.CAUTION: Trusses should not, A. be unloaded on rough terrain or uneven, surfaces which : could cause damage to the truss. 8' -10' 8' -10' Trusses stored horizontallyshould be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. AWARNING: Do not break banding until, ;installs tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. :; • • • •• • • Trusses stored' uerti'ea2ly shoui 3' • braced to prevent toppling or tipping. .. ... ... ... A G at�dles•®prigi$ un6ess properly braced *: ; : • : :: • • • • • - - • DANGER: Walking on trusses which are lying flat Is extremely dargetpus 44 sild►ge lye strictly prohibited. .::• • • • Frame 1 ••• • • • ••• • • WARNING: Do not attach cables, chains, or hooks to the web members. Tag Une or less ODOM, MI Approximately '/2 truss length l Approximately '/2 truss length Truss spans Tess than 30'. Spreader Bar Toe In Toe In 01 I AIL Vii% Approximately 1/2 to 1/2 truss len, th Spreader Bar Toe In Less than or equal to 60' Tag Une AWARNING: Do not lift single trusses with spans greater than 30' by the peak. MECHANICAL INSTALLATION Utting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Une Toe In Approximately '/z to % truss len, h Less than or equal to 60' Tag Line Tag Une Strongback/ SpreaderBar At or above mid - height Tag Une 10' .i Strongback/ SpreaderBar Approximately 31'o V, truss length Greater than 60' Ao. 10' Approximately _ 1/2 to M truss length GI eater than 60' AKIO DAUTiON Temporary; bracing shown in this summary „sheet Is: adequate tor.the Instailatlon. of trusses withzsimllaar'c'onllgi rdttions MConsult a :registered professional;englneer tf a different • bracing arrangemeri ris desired :The 'engineer may designbraaing ln' accordance 'with TPI's Recommended Design Specification for. Terimoraiy Bracing of n efal Plate .Connected Wooc Trusses, DSB -89, and in, sortie cases determine'that a'Wider spacing is possible. • GROUND BRACING;. BUILDING INTERlb GROUND BRACING: BUILDING EXTEFIOR. Ground brace Meal (GBV) / \�,: /Top Chord GBV Typical vertical attachment Ground Brace Verticals GBV) Backup ground .take 1•r floor Driven ground stake• CAUTION Ground bracing required for all Installations. 1. rues of oup of tru (BB) • ••i ••• ••• �q • •• 51) •• • \ �l • • • • • • • • • •• • • • i •Typical horlzintal ti• member vflth • muHiple stakes (HT) Frame 2 •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• ••• • • • • 12 4 or greater SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBO TOP CHORD DIAGONAL BRACE SPACING (Ms) DIE trusses] SP/DF SPF/HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF Douglas Fir-Larch HF Hem-Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF Spruce-Pine-Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required 1 Top chords that are laterally braced can buckle togetherand causecollapse iftherelsnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purge's are attached to the topside of the top chord PITCHED TRUSS • •••.-- ARNINdv-FaIluretdfcillowthesereionimendatIcria could resu severe personal Injury 6r:damage to truses orbulldIngs • • ; • • • SPAN , wow: .1-4,1 "111)10%1", i:. MINIMUM VilAlit,,,,,,,,,,P'-' DIFFERENCE 4,014iiili4, -dt ' ' . ,p,„,.....,...,:;' BRACE LATERAL P .::: .. d0-B6):;.'f firiy,Pz1:1214;!.,.......-: ' • TOp......CHORD. . biAbONA1.5!74-1,11-1.• SPACING (DBS) !::0i,::1#1r. trusses] ..p/DF ' SPF/HF .." Up to 28' 7' 17 1 Over 28', - , 3.0 6' 9 6 6420, Over 42' - 3s:e 5' 5 3 Over 60' Iona! engineer a resgpist.esoredutphr:rf:spSina DF - Douglas Fir ch _Lar HF - Hem-Fir Continuous Top Chord Lateral Brace Required SPF. Spruce-Pine-Fir 12 5 r---- isistoy iiiitarAmr- ,fforr./- •■■■■•• All lateral braces lapped at least 2 trusses. •• • tree se •• • •• • • • OOOOOOO • • OOOOOOO•O •fa• • • • •• • • • " Frame 3 •• ••• • • lhorcistratire rallybraciii can blickle ttligeluran opliapse Iftheu* !ono dlialo- nabbracing. Diagonal 'racing shdtrid be Ailed to the underside of the top chord when purling are attached to the topside of the top chord. • • • • • • • • • •• 0 • • • •• • • I, :ISMS CiRS:Te LiSS • • • • - •• • e• • • •• • • • • ••• • • • IL 4 or greater SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) (# trusses] SP /DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE: WARNING atiureto foliowthese recommendations couidresult1 sevye personal ln)urryor damage to trusses or butldingo? Cross bracing repeated at each end of the building and at 20' Intervals. �— Permanent -s continuous tea, lateral bracing °<.• as specified by the truss engineering. • • • • • WEB MEMBER PLANE Frame 4 • • • • • • • • • • • • • • • • •• ••• •:• • • • Ni. ___ 7.,, ...,„ %,:450 1 ,, �— Permanent -s continuous tea, lateral bracing °<.• as specified by the truss engineering. • • • • • WEB MEMBER PLANE Frame 4 • • • • • • • • • • • • • • • • •• ••• •:• • • • > SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) (# trusses] SP /DF SPF/HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 - Over 48' - 60' 48" 5' 4 2 - Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and cause collapse If there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. Continuous - - Tc.p Chord Literal Brace P.t,quired SPPAI 201 I 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. -WARN NG: Failuretofollowthese recommendation scould result hi .z .• �, 0000. severe personal injury orsdamage to trusses.or iauiic�iur;. 4x2 PARALLEL CHORD TRUSS :TOP;CHORD Top chords that are laterally braced can buckle togetherand cause collapse if there lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1y 1y Continuous Top Chord Lateral Brace required 10° or Greater 1- Attachment / I Required --f End diagonals are stability and must be dup both ends of the truss system. Frame 5 • • • • • • 31/2a • • ifrtlss ustri velum- • ♦. !•r oriented4itthe hori- zontal direction to use this brace spacing. • so; • • • •• •• • • •• • • • • • • • 1104, • • • • • •1S • • • • • • • • • 4,110 1 0 • • • • • e • • • • • • •• •• ••• 4,i • i 4 % SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP/DF 17 SPF/HF 12 Up to 24' 3/12 8' Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54 See a registered professions engineer DF - Douglas Fir-Larch HF - Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir Diagonal brace also required on end verticals. 12 —13 or greater / O. Top chords that are laterally braced can buckle togetherand causecollapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. MOO. TRU PLUMB Truss Depth D(In) -±1/4-4.1 Maximum Misplacement All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required RN hiGtFalitlee to follow thesereCornniendations could result kV' severe personal Injury or damage to trusses.ot Lesser of D/50 or 2" !:.•'Y I NSTALLATIOWTOLERANCES-: D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Plumb Line OUT-OF-PLUMB INSTALLATION TOLERANCES. ±1/4" AWARNING: Do not cut trusses. Length L(In) BOW ........................ .......................... ............ .......................... ............... • L(in) t Lesser of L/200 or 2" ............ • • ........................ L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' ••••••■ L(in) ........... ........... Lesser of • •• • • • • L./2000or ro • • • ..... • • • • • • • • • • • • • • • • • 1141) : t/210: irfti •• • * ••• 200" 1" 16.7' 2.50" 1-1/4" 20.8' • 300" _..• • 'Iv! rt: 25.61; • • • • • • • • • • • • • OUT-OF-PLANE INSTAllitTSOS TblIFTIAtiCia-e :• - • ••••• A' DANGER: Under no circumstances should construction loaded:Oro desuiptioneeplacrd on unbraced •.• truss*. • • :•• 7, • • - • • • • • • • • • t • i . - - ••• - - • • Frame 6 • • • • • • Inspection Date: 02/28/2008 Inspector: Devaney, Michael Owner: ARENAS, JORGE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OS.1 1is„rV Job Address: 623 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: BRINKS HOME SECURITY INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 1132060171870 Lot: Phone: 305 - 887 -8455 Building Department Comments BURGLAR ALARM Inspector Comments Passed CC -,'` 1 )2— r Failed . . „, 0 ,,,,,,,_ °� /J /� ( „2 e, Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, February 27, 2008 Page 2 of 2 IIIIIBRINKS HOME SECURITY Imaracwrzi la JUN 2 0 2007 10_1 BY 9960 NW 116th Way Suite 12 Medley, FL 33178 Attention: Building Department Brinks Home Security acquired a permit for the installation of an alarm system at 623 NE 97T11 ST, Permit Number: EL-6-06-1645. Our efforts to schedule an inspection with the property owner have proven unsuccessful. We have notified the owner by telephone and via certified mail of the importance of the inspection however the owner will not respond to our correspondence. We can produce, for your records, all attempts to resolve this with the property. We request your assistance with guidance on how best to proceed to close the permit or transfer the obligation to the unresponsive property owner. We are eager to resolve this and appreciate any assistance you can provide us. Sincerely, Douz' assett Qua iffier EF0000921 Brinks Home Security IIIIIBRINKS HOME SECURITY Brink's Home Security, Inc. 9960 N.W. 116th Way, Suite 12 Medley, FL 33178 1 Y 111 111 1 1 7003 1680 0007 0112 9997 — 0004630052 JUN a 2007 MAILED FROM ZIP CODE 33178 A /6- 7z 4/67 i V 474. r1 .Lees 2.74x..3 F �Iii11b} {lifFIL1 I ilillf!! l �11�11 '�ilfl�tillll�fl�ldllll�f� 11111I3RINKS HOME SECURITY Attention: Building Department 9960 NW 116t Way Suite 12 Medley, FL 33178 gi JAN 1 5 no , 9 .. Brinks Home Security acquired a permit for the installation of an alarm system at 623 NE 97TH STREET, Permit Number: EL6-06-1645. Our efforts to schedule an inspection with the property owner have proven unsuccessful. We have notified the owner by telephone and via certified mail of the importance of the inspection however the owner will not respond to our correspondence. We can produce, for your records, all attempts to resolve this with the property. We request your assistance with guidance on how best to proceed to close the permit or transfer the obligation to the unresponsive property owner. We are eager to resolve this and appreciate any assistance you can provide us. Sincerely, assett Qu er EF0000921 Brinks Home Security Miami Shores Village uilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MCFEEVTEI111 Permit No. G " t G45 1 6 zon6 I Master Permit No. BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address A.2.0 AA" 97 City /0-...1f6Aes State Te t/Lessee Name B Y. bing Mechanical Roofing Phone # .x 75,-11.1.3e9 Zip >313s Phone # Job Address (where the work is being done) G+a 9 WO- 77 9 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 796 City Qualifier -04j 0 1✓hl . //C Lva7 /?. State Zip Phone # 5! 0'7- Zip 71. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit , e) 0 Type of Work: DAddition Describe Work: EKew Square Footage Of Work: AI ration ❑ Repair/Replace ❑ Demolition 7:04 7C-1 .1/0(6 ° /0 * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * ** Submittal Fee $ Permit Fee $ /6' m' ei * * * * * * * * * * * * * * * * * * * * * * ** Notary $ Training/Education Fee $ C). Scanning $3"0.p Radon $ Zoning Code Enforcement $ CCF $ •vC CO/CC� Technology Fee $ 2 Bond $ Structural Plan Review. $ Total Fee Now Due $ t X30 (Continued on opposite side) (ol-OS N 2 0 MD Bondi7g Company's Name (if applicable) Pending 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 sepamte permit mr'<_ct be secured for FT.F.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... O? rsTER'S 21,1.4 'i DAVIT: 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 b proved aria reinspection fee will be charged ie .JIa` err Age -The foregoing- instrument was acknowledged before me this /,4 -- — day of -44,10 , 20 , by GI0- --' &hMQS who is personally known to me or who has produced As identification and who did take an oath. NOTAR PUBLIC: /11li� `lllli ` i f fi. ir of a Expires 0710712009 My Co � Won Expires: Sign: Print: The forego & instrument was- acknow '. ged day of �2064.by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: * * * * * * * * * * * * * * * * * * * * * * * * * ** Sign: Print: My Co Exp Exp =mission DD448697 7107/2009 ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency _Holder) _ State Certificate or Registration No. Certificate of Competency No. ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning