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RC-05-1357Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Residential Construction Owner DAVID GERSON Subdivision/Project <NONE> Construction Type ADDITION 290 GRAND CONC BODIN CONSTRUCTION INC Miami Shores Village FL 33138- Locaton ials Approval Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 CL Inspection Date: 04/09/2008 Inspector: Grande, Claudio Owner: GERSON, DAVID Job Address: 290 GRAND CONC APR O9 RECO Miami Shores Village, FL 33138- Project: <NONE> Contractor: BODIN CONSTRUCTION INC r Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number (305)469-6978 Parcel Number 1132060136200 Lot: Phone: (306)776-3068 Building Department Comments ADDITION OF 2 BEDROOMS AND 2 BATHROOMS ii( Passed Inspector Comments CK SIDEWALKS THEY WHERE BROKEN DO TO CONCRETE TRUCK 7/28/06 CC Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Tuesday, April 8, 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 of 1031 F@MME111 DEC 21 2006 AD BY:l� Permit No.RC....i 1 PERMIT APPLICATION 0123101 • , Master Permit N .12.os %3 FBC 2004 \3 Lw Permit Type (circle): Bu` mg Electrical ' Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) b Phone # Owner's Address ?- 6 t2.,e1N6 C ZA - City fN"t10rM ql"eN7 State . Zip 3a 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) 2o.o 6 City Miami Shores Village County Miami -Dade Zip 331Vj3 FOLIO / PARCEL # ore, 3 7"" °moo Is Building Historically Designated YES NO Contractor's Company Name Rtiw.J CdOv.3Sitt%X.74 lei/ Phone # -77 6 Contractor's Address S 12.■AsCAL. eitt.u.yer City h(\, (1 \ State cc«"' Zip �) . Qualifier Name BOX, , State Certificate or Registration No. C.0 (DC OW 321 Certificate of Competency No. Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ eJ 0b '..- Square / Linear Footage Of Work: Type of Work: PL ddition [Alteration ❑New. Demolition Describe Work: * * ** *** * *** * * **** * vr * * *,* * *** ** * ** ***F�* * * * ** * *•* ** 'E 7.j — s_ Permit Fee $ -s 6� Submittal Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ 6o, is f 60' p7P t /20* 454 Total Fee Now Due $ See Reverse side -* *. * * * * * * * * * * * * * * * ** CO /CC Technology Fee $ Zoning $ Double Fee $ 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, BOiLF,RS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: * * * * *** * * ** * * *x * * ** * * ***** ** ter ** ** * ** * ** * *** ***** r * * * * * *** ***** * * ** ******* * ** * ** * * * * * * ** * * * * * * ** *** * ** *** APPLICATION APPROVED BY: (Revised 02/08/06) g/°7 S f r. L c , Plans Examiner Engineer r Zoning n'1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Permit No. k ' - 135-7 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) bistUit, D Owner's Address 2,G{ 0 U COOL uii-. S City 1'Y 't 140'0. ,® State 0 - Zip 33 rie Tenant/Lessee Name Phone # Job Address (where the work is being done) Z 't® eititsok4 K C. ,\\- City Miami Shores Village ' County Miami -Dade Is Building Historically Designated YES NO zip 3313a Contractor's Company Nartr rj 1o%) Coos -44i i Phone # 3 C7 %� 3 0 E j Contractor's Address L 5'Z: E>e City t'A j ek vvt I State c O ILO 0 3N' Zip 3 31 Z5 Qualifier EIC.:(„ Tl® ®t State Certificate or Registration No. GO 3 Z. c Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit � 1 DO, ()Ware Footage Of Work: +1 Type of Work: ['Addition : ► <'; .�- ration ew 6)00 ‘sot Ft ❑ Repair/Replace ❑ DemoIition Describe Work: ******************Fees******** Submittal Fee $ .20C) Permit Fee $ 3000 Notary $ 5 -, DO Training/Education Fee $ Z.® Scanning $ 1 Radon $3 . + 3.49 Zoning CCF $ CO /CC. I o ° oo Technology Fee $ 5 Bond $ 300 - Code Enforcement $ Structural Plan Review. Total Fee Now Due $ 3 (1 . G ° (Continued on opposite side) 4148. 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 Al+1+'IDAVIT: 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 ' t be posted at the job site for the first insp -ction which occurs seven (7) days after the building permit is issued In the bsen of such posted notice, the opinspection will , . ; , ; o ed nd a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 1 1 day oknOf , 2005 by who is personally known to me or who has produced Tirp NOTARY PUB Sign: Print: identification and who did take an oatil. Signature Contractor The foregoing instrument was acknowledged before me this day of D C , who is personally known to me or who has produced Z D qa6 PUBL %Co' !Y®oSi My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** dentification and who did take an oath. Print: My C + mmission Expire ** * *, * *** * ** * * * *, * * * * * * * * * ** * ** * * * ** * ** * * ** *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 3 100 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4Z 1A4/, i'kkrilf Plans Examiner b F to /o5 Engineer Zoning • Miami Sliore6 =STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant DAVID L7 ��pp `-E "1--`Se does hereby attest that the (property owner) attached survey, performed by L AWES 11/1._c-lfl (name of surveyor's company) performed on 1 3 0 3 is an accurate representation of the existing conditions and (• : to • survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted -or which may violate zoning or building code regulations. The Affiant further understands that,the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Witness(sign and print) Witness(sign and print) SWORN TO AND SUBSCRIBED before me this day of Affiant is personally known to me, produced 9)ijY) terayi as identification. argas #DD231984 Jul 13,200°' aFa ` `∎ Bonded Thru ��, I I I I `` Atlantic Annding Co.. Inc. Inspection Date: 03/19/2007 Inspector: Grande, Claudio Owner: GERSON, DAVID Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 290 GRAND CONC Miami Shores Village, FL 33138- Project: <NONE> Contractor: BODIN CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: WINDOWS Work Classification: Addition Block: Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: Phone: (306)776 -3068 Building Department Comments ADDITION OF 2 BEDROOMS AND 2 BATHROOMS MAR 2 0 2001 Passed g-6( 1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, March 16, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 �G U Inspection Date: 10/12/2006 Inspector: Grande, Claudio Owner: GERSON, DAVID Job Address: 290 GRAND CONC Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: Phone: 786- 277 -9540 Building Department Comments Uplift Report, See attached. 10/12/06 CG. 1 Passed Inspector Comments �� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, October 12, 2006 Page 1 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project Owner's Name. Job Address. 0 Roofing Conti. Type of Tile: No 8057 SITE SPECIFIC INFORMATION - hrtrAiL. 6.-c6 -1 �e4 0 03 Permit #g-F4 -04- /6 /5' evoec y-00. .vi iLs4, - 1 F -fir,? 1GTEP ate Installed. Roof Pitch: 3 `/� Other Approximate Roof Height: t feet Type of Access to Roof: Sca fol Approximate Square Footage of Roof Required Testing Force: 35 lbs. Date Tested. ( --1) -Op Ladder ft2 esting Equipment: Chatillion 100 TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or 9 1 26 �., 51 11)-1) 76 2 Fi� 27 52 77 3 28 53 78 4 • _ 29 54 79 5 30 55 80 6 31 56 81 7 32 57 - 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 - j 50 / 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TE T. THIS R 'i SJBMITTEDBY- P.E.. y MLab Certification # 98- 0608.04 /i'-, -4, State of FL Certificate Authorization # 4100 • Mentz It or.Rocf 11.f1111E.•. its KIM RIM sVltTiUlkIINZWAOVatIIIIIHHILIMFN1HMIHIIIIIRN mum E411MLXIIIjfgfWMIMMIUHBRIIINMIMIIIMSII illiitilMMIRESMIZIRRIMILIMI-11111111111111 1111111.11IMMANIMMIENIVAIMIIIIMILI `► 'iii 111111111111111111RKMRIMitalliNnirearilliiiiiiiiiii 1111111111111 11111111111111111111MlittltniN EIS1111111111111.1111111111 611111111111111111111111111B ili21111111111111111111111111111111111111111111111 anismnimmanatainenumissasainuaum smonnuffsmininitanumismissimmuni IIII0 - 1111-1111111011111111•111111111111 111111111111111.1111111111111111121111MMullinill1111111 1111111111111111111111111111111.11111111111111111111111111111111111111111111111111 11 11111 1111RNIU BROM ill ununinimanisaiiiimutiaMIUMULIM Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING acm5ruml 1( O 5 PERMIT APPLICATION la J114 1. 2006 ,Master Permit No. CO— 13 7 FBC 2004 B Y: Permit Type (circle): Building Elec PI m i ng Mechanical Owner's Name (Fee Simple Titleholder) tV l 0 G DE 4-SUZPhone # Owner's Address Z (O' 6#p el;s3N c_e)t afL City "'Um/ Si-loge-5 State F Tenant/Lessee Name Zip 3313' Phone # Job Address (where the work. is being done) Z_ 0 6 City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip `3 313 S Is Building Historically Designated YES NO 6 i Contractor's Company Name Contractor's Address i Q Q t City Irt. t wo IeK ocrPfielS 5( 531051 State I-7-- Qualifier Name RUM..1 kouilat State Certificate or Registration No. Phone # 305 r1611-01q Zip Phone # Certificate of Competency No. 613850N 3'b Architect/Engineer's Name (if applicable) 1\ Phone # i )°Square / Linear Footage Of Work: Value of Work For this Permit $ Type of Work: ['Addition ['Alteration ew iRepair/ReR p1ac4 ❑ Demolition Describe Work: off e-A 1, +1114,5 +71-1e roof 5 rep' ccc e w t h. & tlito v j er Gj i t_-3 I a-#' �-0 Ft °i°°i I es +he e color°- i I� ro sy6 -em :..s Submittal Fee $ Permit Fee $ 7 J CCF $ a . , c CO /CC Notary $ OC) Training/Education Fee $ • 2.0 , Technology Fee $ .40 Scanning $3.00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ , Z See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A4/ A 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. d a y of / N # ' ' , 20 O ' , by 1 0 G who is personally known to me or who has produced Lb As identification and who did take an oath. NOT ' Y UBLIC: Sign: Print: NOTARY PUB OF FLORIDA Hernandez ion ° DD476455 4)0AA-R 476.,ks-ek Contractor The foregoing instrument was ackno edged before me this 2E3 day o fi'. —V, , 20�= by 12 t ku r (r 1+ who is personally known to me or who has produced L as identification and who did take an oath. NOTARY PUBLIC: ding Co., Inc. My Commis;, ion Expires: ** **** * * * * * * * ** APPLICATION APPROVED BY: (Revised 02108106) Plans Examiner Engineer Zoning • • ••• • .. •• • • • • ••• • • • • • • • ••• • • • • • • • •1 * *•• • 0• • • .. • •. • • 4 4 20 ID rZFD(o j (old IS 1 • • ,.. • • •1S • sola DATA Job SUBJECT TO COMPLIANCE WITH ALL EEDEPIAL STATE AND COUNTY RULES AND REGULATIONS ❑ Low Slope 0 Prescriptive BURRAS 180 411111M 6:, Sa, ROO TYI kbltew Roof Recovering ❑ STEMI ORMMION CO Maintenance Sloped Roof Area (SF) Total (SF) mil iiiii9l ii9 miilN(ei dl i f (inI ilSOil'a UiiiiiSI MIONS OMMUMil)QAI SINUMiiil l ■iiit Oiii SUMM UiMISMIS iilit iii" iii SOMMISUSIONSMotZMWS SAWN Eiiiiiiil iiiiii Niiii " iiiiiii i l g'ii iiSI MUNZA A-4-A tape mi> iuiii >siiisiin ram i k V ni• RWii•l'a'i Sui i /iiiiii;[i>iii ” °ii5Wi a simmitisamenissroweltr.ionum USIUSSISCIElaggeT Aii UMBISM i lr i inei neetti iiiiartacchswasa ■iiiiii POf ;t " v' ICSOSOS5t ii>Mii iiiilR MOrMiiiiiiiiii USIMUSSISSie2ASS SIMMISSISSISSISSOKM ..5011SISMNISSIUMMIV47114186111SWWWWIS S iiiiiM AION ISsmanniss [a' asnaiiE Annum naaiitEMIIMCISSISMISISSUMISSIS liiaN MMUM S sammumwolt:mimmanten iii ManUMUSISUSSINNAMENSISSISAMMIS _ Ui OMISA , 1', 110 9 8 * USUMME iii � ii i i }iii mensuA!iiimi Ilsiii"+i iiiifi iiiiiiiiii.L.i gm wimUSSNOWNSUlliN ;r1,1111111111111111 ■mans. aman ionniii iini limiiri iii , rumrveaseanaseeitixdienaennn ISUMe OWS*USSi i iiil iiiilISSURG ISS SCAW4 iiii WSIOiiih° iiil:iil ■iNSIKir v ail iii pia lil i [iiai{mi, - 09il i RiiU'iiii6Miiii iiiii■ INliii snag m11 h * 410 "six w .�7.rtsamiii :AiiW `ZAiiiM)i 'iiii11i' kii4r l , "a [' iSLICSl liiiii6 iiiiSii3Iii ilaliii i Sfiiiliisi'iiiiii MUSISZ, 07AIS SMPtiOSISSIMMOUAOSSIMMIONSOMMO i innammummii 11 ;iiiii alleaS S P "-SS *N RRiiiN!'iiiil OSINNliiiii. O' MiMISSIiii l lSl iiW iiiiii' > iii i vim S i;lN ISSMONSISSI SMANSI NIONMPINUSr+i MMOSIiMIS SUMOMMiiii ■iNI �' €,' i NIN IiRIRIINIi NI#1lAiN. UXEL` - iii m aiiim iii;iiiiii lil >i1�11�'INNiiltii pwrmwmsliINiiiffi Ni ffiil i4 gii>�iiWii/Niiiiii i NNLeir lily +e s eee 118111111111 1N 111111 1111iell el . e ee .�l1N iiiitliii)�1llilfii lifiill�maso i • . i ii lliiiiiiiiiiiii i liRSIiiUi iiiiiiil�ii i,iii;l USIS : aIldIS'iiiiiiii iiiiSIi N i ISSIM i „JAiiiRiiii MRiiiliiil NIS MV;1*WWWSISMUSWWW.MNSPSWISSIWNISSEUMWWWISMASSMWSMISSIBUS ". aiaiOSSINSfONSs SIOMISSIi ffiiiii:Siiii iMMISIS 410SW 4MMIIiMiiiiiiiiii MUISSSiiMUSIWiiiiiiiliiiiii ;i ii W .WOWSMISQWWWPASIMOSSISOMMISMIXBRES ', samiummustossussussmsigualmmusissnswesmesiammitsmosussissusssissosassIllowls Y • • ••• • • • ••• .• •• • • • •• •• • hOriaa &Qlding:Cede Edition 2004 High Velodty Huiricane Zone Uniform Permit Application Form se • • .10 o. • Roof sys m1 .... Roof System Manufacfurer. 1 "w 141 e Notice of Acceptance Nfitnb : :I' :a ?" :i -•+11 I 0 8 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmaxl: Li 911 Pmax2: 10O `"b Pmax3: X001 b Maximum Design Pressure (From the NOA Specific System): q 1 1 1 e 4019 Method of Tile Attachment: Po 1 y Foam o•cl.ke -s i ite Roof Slope: :12 Steep SloROSystem Deac�i , Deck Type: 1 I1C& V.—To int wood. Underlayment: Insulation: .3n Fe-I± Bander: Ridge Ventilation? Nl fr Fastener Type & Spacing:I I �� I R Neu I S 1"1 h is � o � i iDYt�� Cf. wive Type: - — -� I �} asph� -I�f' Type Cap Sheet Mean Roof Height: 1� #a©.slate. Roof Covering: IcDkH -hr o h us e---/-i !e Type & Size Drips Edge: 3)63 gat v • • • • • • • • For Moment based tile sus, choose either Method 1 or 2. Compere the values for M,wNh the valuseLfitsni 1y thetlty; 'e '. gar 1 or equal to the M, vim, for area ottivr • • qugr Me a� to awe. ••• .. • ....... ....... 1 . -, � Based Tile w r t x Per RAS 12T" NOAM, NOAM, NOA lMr Method 2 `Simpliffed Ti,. Calculation Per T Belove Required Moment of Resistance (M) From Table Bar NOA !Mi Mean Roof am--► Roof Slope j 16' ik Required Moment :e* 2:12 34.4 28' 30' 40' 3:12 2 4:12 8:12 38.4 28.4 0:12 28.4 28.0 7 :12. ` d be used In conjunetion with a list of Browant County Board of Rules and Appeals. For DOR based the systems use Method 3, Compare the values for F' with the values for F, . If the F' values are greater than or *VW to the F, values, for each area of the root than the file attachment method !s acceptable. Method 3 "Uplift Based The Csslcutations Per RAS 12T" (P{ x 1: o u wx° 1- W: x cos Q; F,i NOA F' (Ps: x1: = wv ) -W: x cos B: =F,3 NOAF' (P3: x1: ¢ xw:= ) -W: x cos 8; m NOAF' 4 38.7 42.2 35.1 39.8 37.3 34.8 32.4 based the systems endorsed by the Description to Olsten hthsmadion totem AU calculahatts newt be =hatted to the fitiadies Metal at the One of penult application • • • • • • • • • *AV •• •• • • • IS •• • • • • ••• • • • • • • • • • 0 0 111 • 10 0,0 • • • • • • • , • • • • • • • • .• • • • • • • • HIGH VELOCITY HtlFifilltAtit • •• • * 1624.1 As it pertains to this seetierit ;s . required roofing p • the Florida Building Code system InstallatWs. Ad " owner and the contractor. The owners initial in •• 36:4: RQLRRED OWNERS NOTIFICATION FOR ROOFING -CONSIDERATIONS ci74he roofing contractor toproVide the owner with the tart of this section,. ThiapreVioloOs of ChVter 15 of retflrements and Standar* of the industry for rooting uid be addressed as porta the aweement between the the adjacent box inditates that the item has been explained. 1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship arel>4.7for the purpose of providing that the roofing system meets the wind resistance and water iritnision provisions. Aesthetic Imes such a color or architectural appearance, ce,fbat are not pad of 'a zoning code, should be addressed as part of the agreement between. the owner and ti*dirittecter. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renalled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The rootdeck is usually concealed prior to removing the existing roof system). 3; Common Roofs: Common roofs are those which have no visible delineation between neighboring 7( units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the rooting contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4, Exposed Ceilings: Exposed, open beam ceilings aret where the underskk, of the roof decking can be r 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 Floras Butiding Code provides the optioo of maintaining this appearance. 5, PontlIng Water: The turrent roof system mita de cause water to pond (=emulate) ft low-lying areas of the roof. and may moire the review of a profetisional structural eny and performance of the new roofing system. Pending conditions m roofing system is removed. Ponding conditions should be corrected. Vac 6. Overflow scuppers (wall outlets): It Is required that rainwater flow off so, that the roof is not this dischare if ding may not drain well and may can be an Indication of structural rtding may shorten the Ee be evident until the original o in with the Florkia-Bulkiing Code, f 7. Ventilatory Mosttoof structures should have $01118 vent natural airflow through the Inter thestructuratastembly « e . The existing amount of Mtc ventUatlon Shall not be reduced. It may be beneficial to corrsider alelitional venting which can result in extendhig the service life of the roof. ,j rrr, rrIt ,r tr:•?:fr,r, q- o(a Date Permit Hunter • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • •0• • • ••• • • • • •• • • • • •• • • •• • • BUILDING CODE COMPLIANCE$3IMItEw(BCC�O' • PRODUCT CONTROL DIVISION • • NOTICE OF ACCEPTANCE•(4 Ii}A • • • • •• • • • ••• • • • • • • • • • • • • ••• •• Monier Lifetile, LLC •• • • 135 NW 20th Street • • • • • • • ••• • •' Boca Raton, FL 33431 MIAMI DARE COUNTY, FLORIDA METRO -DADE FL.AGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ROOFING ASSEMBLES APMO�V . • • • • • •••. Category: Sub- Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Mofing Flat Brofiie itoa1ip T le$ • • • Conte••• • • ••• • • • • •• • • • • • ••• •• • • •• • •••• ••• • ••• • •• •• • • • • • • •• 2. PRODUCT DESCRIPTION Manufactured bv, Applicant Dimensions Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 1= 15" w =10 3/8" 1 1 /a" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Asencv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering Inc. Test Specifications PA 112 PA 112 Test Identifier 7161 -03 Appendix III 94 -060A 94-084 25- 7094 -2 25- 7094 -8 25 -7094-5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Agencv • The Center for Applied Engineering, Inc. • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••. • • • • •• •• • • • • • • • • .•• • • • • •.• •, Tit Identifier • •• • .. 2$- 1$3:6 • : • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • . • • • • • • • • • • ••• • • • • ••• 3. LIIVIITATI • ••• •• • ••• ••" • • • • • ••• . • • • • 3.1 Fire classifiication is aot•part of thi§ accdptnce. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance vo itlt,RAS 106. • • • .. 3.3 Applicant shall hid tie . dvi&s of 0 Miami -Dade County Certified Laboratory to perform quarterly t sit•invaocordanoe will TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance ice for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Tablet Average Weight (W) and Dimensions (ix w ) Tile Profile Weight -W (ibf) Length -1(ft) Width -w (ft) Monier Lifetille Atlantis Shake & Slate Tile 8.5 1.25 • 0.865 Table 2: Aerodynamic Multipliers 4. (ft3) Tile Profile 24. (ft) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 Table 3: Restoring Moments due to Gravity - MB (ft4b0 Tile Profile 3 ":12" 4 ":12" 5 ":12" 6":12" r:12" or greater DlrectDeck Monier Lifetille Mantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck 6.0 5.9 5.8 5.6 5.5 NOA No. 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 • • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • ...... • .... Table ;4: :A$ cl3msnt fteslstariee �ei€pressed as a Moment - M, (ft -Ibf) : : : : : **for Rtaln iSystems Tile Profile ' tasterW Type .... • •• ••• . . ' Direct Deck (min 15132" •• plywood) . Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2,104 I�Ind Shatrk3J . .. • 30.9 38.1 172 1 -104 Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nall (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nall (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment M, (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company 7ileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Rif (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProm 118.94 PolyProh 40.4° 4 Large paddy placement of 45 grams of PolyProTm. 5 Medium paddy placement of 24 grams of PolyProT". Table 5B: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Sets 39.0 NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 5 of 6 • • •• - •• •• • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • •• •• •• • • • • • • • • • • • • • • • ••• • •• • • • •- S. LABELING; : • • •; • • • • All tiles Mall k!r the 4npi1tltor i4ex ittab4e marking of the manufacturer's name or logo, or following statement: "Miami -bade Count/ Product Control Approved ". 6. BUILDING PERYWLREQ1.3RFAAPIXS 6.1 Application fe obit shall be accompanied by copies of the following: 6.1.1• N 1 lt�e ofitZeca��tazice•.: 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 DRAWINGS ID iiir MUM 1• 1•a 8• y . " ( 1112 ..s'`iilee =BLOM nye e r' MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE RooF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1211.08 Expiration Date: 12/16/0 7 Approval Date: 01/09/03 Page 6 of 6 • • ••• .• • • • • • • • • • • • • • • • •.. • • • • •.• • • • • • • •• •• • • • • • • • • • • ••• • • ••• • •• • • • •. • • •• •• • • • • BUILDING CODE COMpplor40EFICE MCCO1 • : :' • PRODUCT CONTROLDPXIS10N• ��, •• NOTICE OF ACCEPTANCE (NOA„). PolyfoamProducts, Inc..... 11715 Boudreaux Road Tomball, TX 77375 • • • N ♦. • • • • • • • • • • ••• •• • • 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 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jftrge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • • •• •• • • • • • • • • • • ••. • • • • ••• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• ROOFING ASS1+ 3gir APP$04.AL :. : • Category: • . • • Rooting• • Sub Category: • Roo the adhesive Materials: SCOPE: Polyurethane •• • •• • • • • • .• • • • •• •.• .• • • • • .• • This approves PolyproVAIIIZOWamifattrareay Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Test st Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bsJft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06. 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page 2 of 7 • • ••• •. . • • • • • • • • • . • • • •. • EVIDENCE SUBMITTED:.: • • • •.• • • •• .. • • ••• • • • • • • • • • • • • • .. • •••. • . . • • ev,• Test Ag • 04 ..• Center for Applied Engineering Miles Laboratories Polymers Division ..•. • • • • •• • • • Tist Ideiititie1r #94 -060 2578i,8 -11't4 2.7438;3 • 7438 -$ • •.?$3$ -'7 25-7492 NB- 589 -631 .• • • Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute ASTM E 108 11/16/94 ASTM E 84 01/16/95 Trinity Engineering TAS 114 03/14/96 Celotex Corp. Testing Services TAS 101 10/23/98 01- 6743 -011 01- 6739 -062b[1] 7050.02.96 -1 LIMITATIONS: 1. 528454-2-1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109-2-1 TAS 101 12/28/98 TAS 101 03/02/99 Fire classification is not part of this acceptance. Refer -to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® A11160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof tile adhesive with their tile assanblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. \ F' r W MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 • • ••• • • • ••• •• .. • • . .. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • 0 ••• INSTALLATION: • •• • • . •• 1. Po lypro® AI 1 E+0 jzw he • • • y used �i� din�rdoflfle assembly having a current NOA that lists uplift resistance vaitigs Wiiit the ut,of P4lypr8 fAiII1'60. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted• ere%. The roof tile assembly's adhesive attachment with the use of Polyps& A 6® s l sol{de Sufficient attachment resistance, expressed as an uplift based system, to msteb oreaicei d uplift resistance determined in compliance with Miami Dade County RoofingstppItcation•StandArdeltAT127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-. 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration No other settings shall be approved. 6. Polypro® A11160 shall be applied with Foampro RTF1000 or ProPacic® 30 & 100 dispensing equipment only. 7. Polypro® AHI 60 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING; All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to piupeily evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • • ADISIVE $LACEMENT DETAIL 1 .• • GJY P • • S ATTY • • • • ••• • • • .•.• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • ••• • • • ••• •• •• • • • •. •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 2 • •• • • • •• • • • • • • • • OGLE PATTY • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• ••• •• • - • • • • •O • • • ••• • • • • •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • 4 PATTY • • • • • • • • • •.• •••• • • •••• • • ••• • • • ApnEswg Pii4cEmEsrr DETAIL 3 • • • ••• •• PaNY (undergo) END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 Mr. Nelson Walters 493 NW 27th Avenue Miami, FL 33125 12C ®05 -1351 McCME- N0V 2 1 2006 mica 290 Grand Concourse Miami Shores, FL 331BY: November 21, 2006 BY CERTIFIED MAIL and FAX 305- 649 -4149 PAGE 1 of 1 Dear Mr. Walters, We have been unable to contact you, despite multiple attempts, and the date that you promised to have the revised drawing for the roof structure available for pick -up, Friday November 17th, has come and gone. I have discussed this situation with Claudio Grande, the Chief Building Inspector for Miami Shores Village. He has informed me that if you are refusing to complete the project I am to send you a letter stating that if we do not hear from you within five days that we will have considered that you have abandoned this project. This letter is intended to serve that purpose. I would prefer to work with you, but if you refuse to return calls or provide the revised drawing, you leave me no choice. If you do wish to continue on with this project, which I hope you do, you can reach me at 305 -469 -6978 or the General Contractor, Eric Bodin, at 305- 776 -3068. Sincerely, David S. Gerson Cc: Claudio Grande, Chief Building Inspector, Miami Shores Village Eric Bodin, General Contractor 305 - 7515385 Nov -21 -2006 1:10PM 454 a er " 2830 Job Date Time Type 173 11/21/2006 1:07:39PM Send i n v e n t Identification Duration Pages Result 3056494149 1:47 1 OK it rR m lT P- 13— Postage Certified Fee U.S. Postal ServiceTM CERTIFIED MAIL. RECEIPT Provided) (Domestic Mail Only; s.comea For delivery information visit our websit us at www P Y,ri 0 Return Reelect Fee (Endorsement Required) Restricted Delivery Fee '.r1 (Endorsement Required) m Total Postage & Fees l7 Postmark Here 11/2112006 See Reverse for Instructions Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/14/2006 Inspector: Inspector, Default Owner: GERSON, DAVID AU6 15 RECD Job Address: 290 GRAND CONC Miami Shores Village, FL 33138- Project: <NONE> Contractor: BODIN CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Block: Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: As per Engineer's Certification, see attached. Filled Cells and Columns also approved. 8/14/06 CG 0 i'/' / Passed V V Inspector Comments /7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, August 14, 2006 Page 1 of 2 P NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. FBPE C.A. # 9655 493 N.W. 27TH Ave. Miami, FL 33125 Phone: (305) 649 -4049 Fax: (305) 649 -4149 Mobile: (305) 244 -4373 e -mail: nelson @structuralpartners.com Project: NEW ADDITION TO MR. & MRS. GERSON RESIDENCE Address: 290 Grand Concourse. Miami Shores, Florida. Permit No. RC -12 -05 -1357 Inspection Report No: 1 Date:- July 17, 2006 SPECIAL COMMENTS Note: Focus on accomplishments, meetings, recommendations, instructions, suggestions, accidents, material deliveries, requests, delays, unusual or differine conditions. anomalies in the work and performance and any actions taken. Record this information below. Inspected reinforcement for masonry walls at filled cells locations, as well as reinforcemnt for footing for stem wall to support ground floor wood framing and reinforcement for starters columns and tie beams. All reinforcement is in place as per approved plans. VISITORS NAME PI IRPOSE /COMMENTS REPORTED BY: Nelson F. Walters, P.E. SPECIAL INSPECTOR Inspection Date: 07/26/2006 Inspector: Grande, Claudio Owner: GERSON, DAVID Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 2@ Job Address: 290 GRAND CONC Miami Shores Village, FL 33138- Project: <NONE> Contractor: BODIN CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Block: Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspector Comments 47,0riefru-t). ?(kee6 /Z24,GLn Pf2z&,e--6. T,) Tuesday, July 25, 2006 Page 2 of 2 FCMEVin JUL � 2g 5 200E NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. FBPE C.A. # 9655 493 N.W. 27Th Ave. Miami, FL 33125 Phone: (305) 649 -4049 Fax: (305) 649 -4149 Mobile: (305) 244 -4373 e -mail: nelson @structuralpartners.com Project: NEW ADDITION TO MR. & MRS. GERSON RESIDENCE Address: 290 Grand Concourse. Miami Shores, Florida. Permit No. RC -12 -05 -1357 Inspection Report No: 1 Date: July 17, 2006 SPECIAL COMMENTS Note: Focus on accomplishments, meetings, recommendations, instructions, suggestions, accidents, material deliveries, requests, delays, unusual or differing conditions. anomalies in the work and performance and any actions taken. Record this information below. Inspected reinforcement for masonry walls at filled cells locations, as well as reinforcemnt for footing for stem wall to support ground floor wood framing and reinforcement for starters columns and tie beams. All reinforcement is in place as per approved plans. VISITORS NAME PURPOSE/COMMENTS REPORTED BY: Nelson F. Walters, P.E. SPECIAL INSPECTOR • 6(17- /®4,e Inspection Date: 07/09/2007 Inspector: Levrock, James Owner: GERSON, DAVID Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)7564972 Job Address: 290 GRAND CONC Miami Shores Village, FL 33138- Project: <NONE> Contractor: K MILLER PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration cL Block: Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: Phone: (305)753 -4010 Building Department Comments PLUMBING ROUGH, WATER PIPE AND FIXTURES FOR NEW ADDITION !JUL 1 0 41.1 Passed , sp 'c s• r(Co ments , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, July 3, 2007 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 1 Permit No. �- PERMIT APPLICATION 2000 -- Master Permit No. g- C--0 — 1 3 � FBC 2004 B Y: Permit Type (circle): Building lectrica Owner's Name (Fee Simple Titleholder) Sr. d/ Owner's Address O� `7 O g-tafild C®Vri`e- City i 4,1 State ICt.. Tenant/Lessee Name '81'50 Mechanical Roofing Phone # Zip Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1(' i I Iie A P I U m b t its ) I /& . Phone # 30-s- 7s3---(0/0 Contractor's Address City M' kyy'1 State J2L Zip 33 05 6 Qualifier Name D i li t-W 5 11111140.— Phone # State Certificate or Registration No. c4 . I4 a 6 b q j Certificate of Competency No. Vitas NO Ohl th Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 9) Q� 0 Square / Linear Footage Of Work: Type of Work: MAddition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: Pk VNdr6c ico jJI 3 w441-14 re, ,P;)d -tir e Submittal Fee $ Permit Fee $/ 3/5- CCF . 4C CO /CC Notary $ Training/Education Fee $ l (SC::;) Scanning $ 3, . Radon $ DPBR $ Bond $ Code Enforcement $ Technology Fee $ 'R Q Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 CD 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 b • roved • : a reinspection fee will be charged Signature N , _,... ' it.„ Owner or Agent The f o r e g o i n g instrument was acknowledged b e f o r e me this 14- day of l L. , 20 C y I4'/ 111 who is personally known to me or who has produced 1b As identification and who did take an oath. NOTARY PUBLIC: NOSY PUBLIC -STATE OF FLORIDA Yorleny Hernandez �� one 455 Sign: Print: My C g Co., In Contractor trument was acknowledged before me this 20 d� by Y N :ER who is personally known to me of`wlibl as produced ' Y� 27868,9 as identifi .,a "- '`'�'" `+ who-did take and w dcr„eA ii,radd:,xt;,;iary Servir� ission Expir ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTARY PUBLIC: Sign: C � Print: ��' My Commission Expires: el. :4 r t{EI.O r1'+ ,, * * * * ** * * * * * * * * * * * * * * * ** �''� �o� Re�9d7i1NQ�81N01A1l APPLICATION APPROVED BY: r , , .46, , - Engineer Zoning (Revised 02/08/06) 278689 trg ;Put, SAID ! 4. MN LER �� .• • 4 - 0D d3{i.., 4, . dB�tE<,mry 80Nb8b Inspection Date: 10/12/2006 Inspector: Grande, Claudio Owner: GERSON, DAVID Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 13 2006 Job Address: 290 GRAND CONC Cle#°# Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: KAWALEK ROOFING & PAINTING, INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: Phone: 786- 277 -9540 Building Department Comments Uplift Report Ok, See attached. 10/12/06 CG. Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, October 12, 2006 Page 1 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project Owner's Name: Job Address: Roofing Con Type of Tile: No 8057 SITE SPECIFIC INFORMATION 1,17-119cA- Permit # F4 /4 ,/5- Oa!) r� Approximate Roof Height: t 'l feet Type of Access to Roof: Sca fol Approximate Square Footage of Roof Required Testing Force: 35 lbs. Date Tested: r‘' kicfize--64-tp i &Tap ate Installed: 1 O —tv °i Roof Pitch: 3 r/1-' ✓' Ladder Other ft2 esting Equipment: Chatillion 100 Test Location TEST RESULTS P = PASS, F = FAIL Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or 9 Test Location 2 26 27 28 51 52 Uplift Pull Test(P or 9 Test Location 53 76 77 78 Uplift Pull Test(P or Fj 4 29 54 79 5 55 31 81 32 57 33 58 59 84 10 11 61 12 37 87 13 38 63 88 14 39 64 89 15 40 65 16 41 66 91 17 42 67 18 43 68 92 19 45 69 70 95 21 71 22 23 24 47 48 49 72 73 74 97 98 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TT. THIS REPO RT SJdBMITTED BY: _; " Lab Certification # 98- 0608.04 P. E - / /yJ _ /IZ /2.- ,e State of FL Certificate Authorization # 4100 11111 aurintswawr.,..4,untitinuigtaimumummi....11111111111111.11111".11 instemiWWw..tamauntmum'.....innwil •Nuipwait.„,,A,T,AvE. 111111111111at 11171111E4,4,211"1:79127:11117111MMUMMIIIMMilrammwilliffai 111 i i ri3.. Mailldtinnliagter,ffgWM■VLARETAd VMS BrantanNrAril:1:N70111FallarArAlinlii a, 11111111111111111111111111111211LWAMMIMIUMNIMINt sausimmmunuruii2NR11111MHIMBInlinullill i inI# Miami Shores Village ilm2— 100:50 N.1:.7_nd Avenue; Miami 1 Florida331 38 Tel: (305) 795 2294 F a ti '756 :8972 BUILDING PERMIT APPLICAT FRC 204)4 Permit Type (circle): Building 9 v ' 3 �1N taster IermitNo :.20-05- l3 ,a-1 Permit No a lie Elcctita Plum Mechanical Roofing. • Owner's Name (Fee Siuipli;: 'itleholderj r i V i v r-t DeAj =KF1-M 4- /a-5vPj Phone , /' Owner's Address (. ?�iki� CE:jt_> :City /l? f 53-iti s St Tenant/Lessee Name 7 Job Address (where t1c)rk i City 1VliamiShores Viilate. FOLD / PARCEL: # Is Buitlidg Historically Desiptaxed Contractor's Company Name Contractor's Address City. i Qualifier Naive State Cettificatc or Reff ,C-3105/ 105/. - Phone N 305 '1547-0 I R 1 hip Phone # tificate of�:r ■» Architect/Enginee- 'amc(if applicable) Value of Work For this 1 / »ddtion Type of Work: i Describe Work: V it $ Phone # (I :SA50043-6 -Square / Linear Footage Of Work: New [� Demolition . • Submittal Fee $ Notary $ S , cc--) Scanning $ 3 CC Perna Bond $ Structural Review. S iniiib /Educati Radon S 3 DPl3R S Code Enforce Cc :F S :cG CO /CC Technology Fee $ (c, . Zoning $ Double Fee $ Total Fee 1'1vDute$ Zc:1-1. See Reverse side Bonding Company's Name: (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip.. State= Zip is hereby made to obtain a permit _ tallatiot boa I certify that no work or installation has commenced pr the issuance of a permit'an Raar dill be p i liueet the standards of all laws regulating construction iri s 1 understand that a separate permit Est be secured for ittCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS n Q : LERS, HEATERS, TANKS and AIR CONDITIONERS,. ETC OWNER'S AFFIDAVIT: I certifv 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: Y"Ol?R FAIi2J E TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR - `IMPROVEMEN S TO YOUR PROPERTY. IF YOU ;INTEND.. TO OBTAIN FINANCING, CONSULT WITH YO UR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant : - As a condition ! rtce of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy o of commencement and construction lien law brochure will be delivered to the person whose property is subject 10 attachment. Also a certified copy ojrt'the recorded notice of commencement must be posted-at the job site for the first inspection which occurs seven (7) days after the budding permit is issued In _the absence of such posted notice, the inspection will not be approved and a reinspectionfee will be charged Signature Owner or Agent The foregoing instrument was aeknovv tedgc-d before me this„ S day of.. / , 20 042 by yet ; who is personally known to me or who hroduccd 0 3s identification and who.did take an-oath. NOT Y ..ITS;LIC: Sign: Print: My Commis ion Expires: Signature - Contractor The foregoing instrument was acknowledged before me this +? day of _ 2 =by ��..'L. Ct L'i � .` who is personally known to me or who has produced tc 1 as identification and who did take an oath. NOTARY PUBLIC. NOTARY PUB OF-FLORIDA Hernaz1z � m1Sston DD476455 -misw,..Aftepar, antic -Bo dingy Cc., Inc * * * *.ckisis r. :- :Acjex :isxisr: %' *it is-Y.is* * is****** is** it* ...... APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Co * ** ** * * * * * * * ** * * *** ***** * * *** * * * ** ** * * *** Plans Examiner Engineer Zoning. • Miami Shores Village APPROVED ZONING DEPT BY DATE ECT TO COMP I ' TH ALL FEDERAL. AND COUNTY RULES AND REGULATIONS 0 Pros:144/ ®. App-h 1 U4 R TYPE 1:!( New Roof alriterooltio 0 Recovering ROOF SYSTEMINF 0 liktpair Maintonartee VON Steep Sloped Roof Area (SF) Total j 2.51 r SNOWS Vlae SWINISMIarS aaai:a ■atsr ee;eaeiranraallan lama am umorissamantaussonslow ■1alaMarlaranasan111ieannir ■aniarniri aaaia searanemm 1 aeealciammane e � a nnararaainil rml eaa. anlarn aaalliaaa e4 a a aaearaaaaaaaaaio, <eineeniiaiiee MOMMOMMINUMSIC 111*1011.11001111it i? :..�, eleeea m emeatella nranimjjranaia sexearearniaarfair eamra{aaarayk e� } 6 q•�, iLS eaei /QR °41 "1" die /1 s s�cir �laaa�inia1 lialaa�arellaanrsealilaanisct •tgaraaiinuanleiarnn raiaiajnejnalaaraaraisali saw mm' a mm m� ueraaa smonai reeee�ra�.;��je�anraaalea� raelailn�ailaaararnilrerarieaiaaree eawiareenneeeeeee aaij aaaraiaaaanemilaissi ne a a lenlaalariiiaraaaawaa its airirlaaaaladsMOSWeffiNit Erna 10MO IE mismaeatar »imossomunimme ire �€ aare >eee��iraalal�arn�aeeeararri■ _rae+e eewaeee eem teitIPI AIROMMONINISPAPOSiii emourocItraisan is .�yq koi�aa�!t QS;bFf �f s�aaalaa�a a a�ii swimsmilvamemanimin easajreasira e liir erleaaiust a wanr e aar araaaaamila earess €ar lismaraeraaelr vativniatrniumi ee wvmmoniieare ��rreeee��eeiirniee elaaeeenalajaara !alaaaaliailrniana aaaErlara�aaa�� slaiarn'� eiraraaaaanj ananew1 4enaaiarar enianeeeeearearririer aaiarnrie _ ieeei 4,meariir!na eleranraeeeelau €WX4OWNExWAaWrieariirrra t aarlaa mtmu!risiwinia ''�teiN4�aiii111iR.aaiarE e�aaaFr aaaraalinayaaana rena 2araenaaas13 r�ea}r �eeearae11i1ira!e in ns Mariarinorron ieeraa■naxsaiiiai jr ;' nine a1a;1aielar*11111MPRIP rlra mumissmirsmaid r FloriOa fhiiltiing`Cole Edition 2004 High Velodity Hurricane Zone Uniform Permit Application Form Roof System Manufacturer rt o (1,1 8r' Notice of Acceptance Ni.i nbnrf . e);1.— " 1:0.1'1 e. 0 g Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmaxl: II _ I i b Pmax2: ) ®Olt Pmax3• )0V1 b Maximum Design Pressure (From the NOA Specific System): 1 I - C 1 Method of Tile Attachment: 001Y FocurvI o .ahe-s i je Roof Slope: r3 :12 Steep Sloped System Description, Deck Type: 1 11.6 V-3-- wood. Type Underlayment Insulation: Fe-1± iviPt- Ire Barrier Ridge Ventilation? NlY N/A Fastener Type & Spacing: Adhesive Type: i ,� I1 R, &o NAA i s ;ion lap s as ph -11 Type Cap Sheet: Mean Roof Height: !� ( any Io4-e. Roof Covering: co vret Type & Size Drips Edge: .... • • • • .. .... • • • .. . • • .. • .. • • • • .. .. • • • .. • • .... • . • • .... • • • .. .. • • • • For Marne* based tile systems, , choose ether Icathed 1 or 2. Camara fete vat for Mr whh the Jr• Pt es v ;'. ,ery ore r than or eq .af to the Mr values, for each area of ., ihaa ihelb ettutune t meted is acceptable. (Pi: (f'z- (P3: Per RAS 127" NOA Mr NOA taf NOAM, Method 2 "filmpliffad culottes Tabfe Below" Required Moment of Resistance ) From Table Below NOA a...__..... Must be used In conjunction with a fit of momont based tae systems endorsed by the Browerd County Board of Rules and Appea1la. For F, . If the F' values use Method 3. Compare the values P math the values for the the attachment method Is � 1 to the F. valetas, for area of t roof: then x 1: Method 3 "Uplift tl d ilk) Calcul�ns Per RAS 121" lex A w:m ) -- W: jt cos d: Fri (E'r x 1; .; o ) - W: _ cos * I Fa (1)3: x1: xw= ) -W: x cos 8: at t= a NOA F_T NOA P ,,,,,�. NOA F' AB ealcatletkete must be eked to the lu,8d Mt* at the Om of wok amdteetton. .. .. .. • • • • .. • • • . . • •••• • • .... • • • .. • ... . • • • • • • • • • , . HIGH VELogiTY HUMCkW 44is pertainelothi roofing p UIng 0 tm4If sytem ea. Additi0nally.„6, .e.': owner and the otintscOtqr. O.W414..“ :Igo* it* $3= • § tth roofing contr ,content of 'WS @:;; should be adreeed adjacent box indiOd . .`•••••• • J. Aesthetips*Ort The workmanship provisions of Chapter 15,(HighVelocity 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 lt-dra"..2041ng code, should FRS NOTIFICATiON FOR. ROOFINO : e. owner with the -*ter 15 of e or gl for roofing 10.04itart between the Iterri haebeen explained. provisions, Act • fre, be addressed as parttifthe Veer:0 iM 2. iRenalling Wood•0040: hen replacing roofing; the existing wood roof deck may have to be renatled in accordance with the current proviiions of Chi)ter 1-4 (High VelciCity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to remoVing the existing roof systom). 3: Common Roofs; Common roofs are those which have no visibledell*tn between neighboring units (I.e. townhouses, condominiums, etc.). in buildings with common roofs, the rocifingtontractor atici/or owner should notify the occupants of adjacent units of roofing wad to be performed. • W. gx.Posoct.0.41fogiA: Pcposp.4..orson' beam coffin& aIt . viewed from bolt*: Ttlo-olkrter.:644 with to maintain the arefiliWb penetrations of the underaide *of the decking may not be acceptable. The gpri,ofrnaintalning this-appearance. . ••• • • :Vof01/§ttin . building maysninoi;idrat jino cause %.vater . . n nwoef "try ctural • my ihoOn10 . the roof decking pan be. • 'i.:.therefere, roofing nail Code .provides the to II and may 1.414.4 may t tif a pro cturdi deata1ity and performance of the neWroofing syetern. Pending condition irriki tiM be evident until the roofing sistem le renewed. Poriang conditions should be corrected. vivito* sotopers (waif outlets): It is required that rainwater flow • With the off so that the roof is not 11.9ckA4 s. VIVF; en e.iftittOlOI to coned* res shot woOla 04.7tte •EiRistirtigtittioot onal venting Which can result In exten vent nettiral airflOwily - iiot • • the root the e Into* of it maybe o Date • ' • • • • • • • S. • • • • • • • • • • • • • • • • • 000. • • • 00 • • • • • • • •do • 'to • • .:: • . . •• • • • • • • •• •• •• • • • • • • • • • • • 00 • • • • • • • • 005* •000 • • • IW• • S. • • • • • MIAMI•DAl>E BUILDING CODE COMPLIANCE;O6FI� ",E (BCCC), PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (MCA_ , Monier Lifetile, LLC 135 NW 20th Street Boca Raton, FL 33431 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 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 inunediately 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: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC • • • • • • • •••• • • • •• • •••• • NOA No.: 02421108 • Explratlon hide: 12116/07 Apprr�v� piste: 01109iO3' • • • • • Page 1 offo • • • • • • • •. •• •• • • • • • • • • • • • • • • • .• • • ..•• • ••.• • • • • • ROOFING ASSEMBLE' A.P?IAROVA;L Category: Roofing Sub - Category: Flat Profile tooling Material: Concrete, 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile 1= 15" PA 112 Atlantis Shake and w =10'/8 " Slate Tile 1 %" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. PA 112 Test Identifier 7161 -03 Appendix lII 94 -060A 94-084 The Center for Applied 25- 7094 -2 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 25-7094-8 25- 7094 -5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing March, 1994 PA 101 (Mortar Set) May 1994 (Adhesive Set) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, . • •••• Recover/Reroof) • • • • • •. • • • MUM : 02- 12ff.08 • Expira1iO nTiate: 12/16/67 Appr� faate: OP691/03 • • Page 2 of b • • • • • •• • •• •• • • • • • • • • • .• •• • • • • • • • • •••• •. • •••• • ••.•- • • • •• • • •. • • Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. t Identifier cf41`83. 6 i5i7143 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix IT Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Report Date Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set). Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 25 -7183 March 1995 Aerodynamic Multipliers April 1999 •••• Two Patty Adhesive Set System. April'1199 •• • ••• • • • • Aba:lao.: 02- 1211.08' Expiia't1'o eliate:12 /16117 Approval' Date: 000/03. "" Page Lott • • • • • •• •• •• • • • • • • • • • • • • • •• • •.•• • • • • • • • • • •• • ( f t 3. LliVIITATIQ1ST,S 3.1 Fire classxiicatson is r¢t part of tiffs4ccertance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RkS 1.06, , , , 3.3 Applicant `shall',rctaii the kevvi'es of e Miami -Dade County Certified Laboratory to perform quarterly tpsis in a4ca:denee ?viih TAS 12, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Of'fice`for review. 3.4 Minimum underlaynient shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7 :12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120, 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 . • 0.865 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile X (ft3) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 " :12" 6 ":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 • • • • • •••• • • • • •• • •••• •• i 1d rt& 02- 121!.08 • Exph atiblenate:12/16/67 Apptii+4dl91ate: 01014/03. •••• Pagt4046 •• • • • • • • •• •• •• • • • • • • • • • • • •• • • •••• • • • • •••• • • • • • •• • •••• • • • • • •• • Table;:; Niachnl4nt ; esistancre ; r r ` ror t � r , xpressed as a ai- C�nySystems - Direct Deck (min 15/32" plywood) Moment - Mr (ft-Ibf) Direct Deck (min. 19/32" plywood) Battens Tile Profile r kastenei Type ri r rr r c' Monier Lifetile Atlantis Shake & Slate Tile 2-'106 F +nei rSnahk;•giis, 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nall (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nall (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9. 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 Installation with a 4" tile headiap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5k Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProlM 118.94 PolyProlm 40.4° 4 large paddy placement of 45 grams of PoiyProTM. 5 Medium paddy placement of 24 grams of PolyPro'". Table 5B: Attachment Resistance Expressed as a Moment - Mr(ft-114) for Mortar or Adhesive Set Systems Tile Profile Tile Application Mortar Set" Attachment Resistance . 3 • • _ • • Monier Lifetile Atlantis Shake & Slate Tile • • • • •• i •••• • • • • • 1�iitl 'o.: 02- 12f1:o8 • Ezpiraflon 1tate:12/16/67 • • Appsotfal bate: otte9fo3 • • •••• Page•5ot•6 • • • • • • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • 5. LABELINf ` All tiles alit] )e'r'r the impfifd: or i¢erfaf a1 le marking of the manufacturer's name or logo, or following 'statement: "Viiami -Dade County Product Control Approved ". 6. BUILDING PERMIT RT.QU!RF]MENTS 6.1 Applicatipni foi• builriirig Permit snail be accompanied by copies of the following: 6.1.1 Thi¢ 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 DRAWINGS wAnsiutas -- --• IOW' OVERLAY' '�Mi�.�'`.•,4,. 1. AMG11dlYR 16 YQp �•'�•. cglt OVERLAY ,��r MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • •• • • • • •••• • • • • • •• • •••• • .• • •• • • • • •••• •• • • • NOAt! : 02- 1211.00' • • Expiratign Dre:12/14619:78 • • Appr 'vat Date: 01/09103' • • • • Page 6ofb6 •• • • •••• • • • • •••• • • • • • •• • •••• • • • • • •• • BUILDING CODE COMP, LJ ,Ni F OWFI( E (0C( !0) PRODUCT CONTROL DCVI310N NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33(30-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or . material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. • • •• • • •••• • • • • •• •••• • • • •• • • ®A•N cv 064101402', ExpiratitMate: 05f101P1' • Appre dad Gate: 040MQ ? • •• •• Page Paf? • • • • • • • • • • •• • • •••• • • •••• •••• • • • •• • •• • • • • • • • e •• • • • • ROOFING ASSF,`M,'aj ' A{'}ROVAF�: Category: Sub Category: Materials: Rooting Roof the adhesive Polyurethane SCOPE: This approves PolypreGV AftIti0 as manufaz t red by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: The physical properties by accepted ASTM test Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bs. /ft,' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% listed above are presented as typical average values as determined methods and are subject to normal manufacturing variation. •••••• • • •••• • • • •• • • •••• • • • •• • • N� 06-0261,02 • ExpiratiM bate: 05110 /Ir AppM$,1 TQlte: 04037QB . •• •• Page 2'8f • • • • • • • • .• • • • • • • • • • .• • • • • • • • • •• • • • • EVIDENCE SW3M:11'ED: Test Agcnty Ti-:st IdentiYzhr Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1p4 TAS 101 12/16/96 25- 7433 -3 SSTD 11 -93 10/25/95 ' , 2$- 7438 -4 25-7430 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer -to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IF`• • W • {2i F' =• MS • • • • • • • •••• • • • •• • • • • • • • •• • • • N®A•1 . 06-0241.42.• ExpirattoWate: 05/10/11 • Approvnl•13ste: 04/ii/Z!i • • •• •• Page 3Off • • • • • •••• • • •••• • • • • • • • •• • •' • • • • • • • • • • •••• • • • • • INSTALLATION: 1. Polypro® Ah_1 t 0 :nay 1,e uted lyiln any rooftiln assembly having a current NOA that lists uplift resistance valares with the of P 1yproi At11'60. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyprott kI160isiail+lyrov #de sgfficient attachment resistance, expressed as an uplift based system, to mcei of exceed; dot *lift resistance determined in compliance with Miami -Dade County Roofing' Applicadoo Standards' RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) , Placement Detail #1 Single Paddy Weight Min. (grams) 35 Flat, Low, High Profiles Flat, Low, High Profiles #1 #2 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A #3 N/A LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • •• • • •••• • • • • •• •••• • • • •• • • Np'A'1115: 06- 0201.&2' • Expiratfo1i ate:05/10 /11' Appif ifl te: 04/43/b6' • " " Page 4.6f7. • • • • • • •••• • • • • •••• • • • • • •• • • • • • • • • • • •••• • • • • • Nall through plastic cement ADHESIVE PLACEMENT DETAIL 1 SiINGLE PATTY 1) Place enough Waste toa e12ton pitch � square kites in e twithOropanUie 1) Turn ewers upsidedown. Mace adhesive 112 In To 1 Ia rnaoutside edpeof cover Mt Theo befallen the. Nail tgrouph pin& cement R top pagan of the ease course cover din Abut to second course of pan Ms. Ensure eave asd ateelot fleshateaveAne. fare down Wrophofe Fesda (mortar shown) Optional . Pototmp Radar edges oldie ••• • • • • • •••• • • • • •• • •••• • • • • • • • • • • NQ!115„; 06- 02102'. Expiratidflefate: 05/10/11' Appibt$Tpte: 0443/be . •• •• Page Sbf7' • • • • • • •••• . . • • • • •••• . •• • • ••• • • • • • • •• • ADHESIVE PLACEMENT DETAIL 2 SIN GA PATTY .... • • •••• • • • • • •• • •• • • • • • • • • • • NiWNei 06-0211142 *. • • Eipirati Hate: 05/f0/1? • Apps a1•Hite: 04/ 3/O f • • • • •• •• Page 607* • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • ADHESIVE PLACEMENT DETAIL 3 11'OJFLA' PATTY Nail through plastic cement Adty ;,bejxe4d ale) Paddy (under tile) 3In. x3in. Single paddy on under - layment under dle Stailk top t� Nall through plastic cement Underloyment 1 Single paddy under tite Single paddy between tile 2 In. XMandan slze paddy eave course only }�' 3in.x3fn. Single 4 in. PaddYon under - layment Sim PAY on top of tile Eare Course Fascia Weephole Eave closure Drip edge Single paddy between tile Paddy on top of Ole Faye Course EareCtome 21n. x 7 in. medium paddy save course only END OF THIS ACCEPTANCE • • • • • 0000 • •• 0• • •••• 0• • • •. • • • • • ? OA'Itq,: 06-0204.02, • • Expiratibfl'Date :057'10/!2 . • Apptetf hate: 04J1'3/Q8 • •• •• Page ?8f? • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CC- 051 Inspection Date: 06/12/2007 Inspector: Devaney, Michael Owner: GERSON, DAVID Job Address: 290 GRAND CONC Miami Shores Village, FL 33138- Project: <NONE> Contractor: HAL ELECTRICAL SERVICES CORP Biock: Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: Phone: (305)_- Building Department Comments SERVICE UPGRADE FOR NEW ADDITION JUN 1 2 2007 Passed Inspector Comments /7 `� �� 112 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, June 11, 2007 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 2004 IMOMEVRI gi APR 2 I 2006 Ail 0,0 BY:. Permit No. y $ Sc ^ 1rJ67 cMaster Permit Nod �C 7 t C' —/3,57 Permit Type (circle): Building a Plumbing Mechanical Roofmg e 'c N eUFee Simple Titleholder) Owner's Address - q0 (6n 4_ CAW- e City in t'ec p ,re-5 State FL Zip 3 3 6e IT Tenant/Lessee Name be v, G-Gr -re, 71, Phone # 3 0.5 WI - „ Z $ one 6 0 .5") Job Address (where the work is being done) City Miami Shores Village County . Miami -Dade Zip F ZELIO C # II 72- /3 (2.d a Is' Building- Histericaliyl signor d YES NO t.------- Contractor's Company Name / t /mac /i-i L' / , i° -'1 (- Cr fr Phone # � ' 970 m V � Contractor's Address ,/, --(7 7 z2 1--" S- 7 City AI 7 Iq 47 I State f/i Zip 3 173— 7 Qualifier Name /7/-e----/e"4747 R_ 4-1a67,1 A.2,9 Phone # ,:37 C 9'6 2 - 47e: State Certificate or Registration No. & , - 1) / �� C .-3 e` 7-9 / gi %� � ,� " Certificate of Competency No. Architec gineer's Name (if applicable) Value -of Work For this -P i 0 Type of Work: kl Addition ❑Alteration Describe ork $ �tr�i 2s� U J r J'— Phone # Square / Linear Footage Of Work: ANew 0 Repair/Replace ❑ Demolition ,, I p <y 4S b► pqs ► i1 l s * * * * * * * ** Submittal Fee $ Notary $ Scanning $ Bond $ * * * * * * * * * * * * * * * * *** * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 41:7°4* CCF $ CO/CC Training/Education Fee $ 2- Technology Fee $ 5 Radon $ DPBR $ Zoning $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now Due$ 4 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. SignatureI , ` `1, Signature _ /----4:--"' "�� Contractor Owner or Agent The foregoing instrument was acknowledged before me this 14- The foreg9 ng instrument was acknowledged before me this ii/ % g. day (APE. k_ , 20C 1) by DA'u L �SC .1 day of ilpf Z / , 20 06 by man Q'2 & 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. NOTARY PUBLIC: Sign: Print: My Co sion Expir NO U- i,UCSTATE OP Pi• - kr/-41/fg .. .+r, Atlantic Bo - . •, as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My C +�tol; P4i�, Rosai4a Velazque4 s °i� o �..;. ," # DD132381 Bonded Mantic 9oa+ ,1a: sion Expires: * * ** * * * *****************,******** * ** * * * * * * ** * * * * * * * * * * *,x * * * * *** * * * * * *** * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) .* ,k,�� * * * * ** Engineer Zoning 05/01/06 15:16 FAX 290 Grand Concourse Miami Shores, FL 33138 May 1, 2006 Electrical Inspector Miami Shores Building Department Miami Shores Village Hall 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 VIA FACSIMILE: 305 -756 -8972 Page 1 of 1 To Whom It May Concern: I am aware that there is a request for a copy of a contract between myself (the homeowner) and the electrical contractor for the electrical work regarding the service upgrade and addition to my house. The agreement I have with the electrician is to pay him $45 per hour and to pay for materials. If this is unacceptable, or if you require additional information, please feel free to contact me. The best number is my cell, 305 - 469-6978, as I am out of town for the next month. I would be happy to provide the building department with the final amount of payment once the project is complete. Q= bps .5 Sincerely, David S. Gerson 1-(E oityvte A6- iccVrzic/07--- 17017-- . i- " rogi/U0 -771/41- /7- Aic Vc t r a sot MAY 2 6 200ri BY: SOO PIZ - Miami Shores Village Building Department 10050 N.E. rd Avenue, Miami Shores, F133138 Tel: 305- 795 -2204 * Fax: 305- 756 -8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by (name of owner /agent) .1a? rur - to perform Special Inspector services under the Florida Buil. ing Code at the project (address) , Miami Shores, as of ® F/2 6770 (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: Special Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE: Please mark boxes that apply The following individuals(s) emplo ed by this firm or me are authorized to perform inspections. 3. 4. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections perforred by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer/Architect Name AtiV.,CV A/(% e4 (Print) t)f� Address 1fAV. 27/' y'L./0G9., A? Phone No. C300 !p ,f° '',� Florida License No: ..e,2.07 MAY 2 6 2006 41 TAZ- _ • - -• - Village Building Department 10050 N.E. 2°a Avenue, Miami Shores, F133138 Tel: 305- 795 -2204 * Fax: 305- 756 -8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by (name of owner /agent) 1.0 0 (9? ✓10M1 to perform Special Inspector services under the Flori.. t ui • mg Code a L e project (ad ess) , Miami Shores, as of 0 -06 (date). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: ❑ Special Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE: Please mark boxes that apply The following individuals(s) mployed by this firm or me are authorized to f6341,1;{, perform inspections. 1. %4,.Sp12 fl • X/W i ei -t i•, , 2. , $t7 G� Y. 3. 4. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accords tce witlrthe approved plans. Engineer/ r i itect Name �� (Print) Address a10 ✓� • W. z7t *Ave / a. /203/2" Phone No. (�e9F) 69ff "le299 Florida License No: fcg. 7 Miami Shores Village Building Department CITY c,oPY 1-0050 N E.2ud'Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET (34 4 . /4//244" 1,04_ ortA,9-4*) PA0Avet .5,4„c.404j Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 January 23, 2006 CITY COPY Miami Shores Village Building Department 10050 N.B. 2'd Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 05 -1357 Job Name: Addition for Gerson Res. Page 1 of 3 Building Critique Sheet 1. Plans are to be reviewed and approved by HRS, DERM and Miami -Dade Planning & Zoning for payment for Impact Fees. 2. Provide Design on plans to be as per Florida Residential Code 2004 and its 2005 Supplement. (Not FBC 2001) 3. Provide Product Approvals for all windows and doors as required by FRC 4410.4 including the Product Approval Comparison Chart. (see attached) in 2 sets. Provide signed and sealed Letter of Intent/Scope of Work from Special Inspector who will be performing the Engineered Unit Masonry inspections. FRC 4407.5.4 5. Submit ; 't applications for Electrical, Plumbing Tank, (''oofin , & Hurricane Shutters(if windows & do are not imp , resistance). 6. Address comments from Structural, Electrical & Mechanical. 7. Provide note on plans for the requirement of Termite treatment as required by FRC 4409.13.5 v/8. As per Florida Existing Code 707.5.1 " An engineering evaluation and analysis that establishes the structural adequacy of the altered structure shall be prepared by a registered architect or engineer and submitted to the building code official, where more than 30% of the total sum of floor and roof areas of the building are involved in structural alteration" Page 2 of 3 9. Structural plans are to show the exact location of the tie downs in the existing CMU walls as shown on "Tie- Down" detail on sheet S -01. 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 submiss re- submittal. Claudio Grande CBO 305 -795 -2204 ext. 430 on of corrected plans for your Inspection Date: 03/05/2008 Inspector: Perez, JanPierre Owner: GERSON, DAVID Inspection Worksheet Miami Shores Village Cos 10050 N.E. 2nd Avenue Miami Shores, FL Phone:. (305)795 -2204 Fax: (305)756 -8972 Job Address: 290 GRAND CONC Miami Shores Village, FL 33138- Project: <NONE> Contractor: BACCIT INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration et, Block: Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: Phone: 305 - 687 -5012 Building Department Comments NEW CENTRAL AIR CONDITIONING UNIT FOR ADDITION 1,,Gc/14, t 64Gt- j t 0 , Passed Inspector Comments w W (` TI 3/ / Os 1 J� � G� `� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, March 5, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te,• C3051195.2204 Fax: (305) 756.8972 R`C IVE D JAN 0 COG BUILDING PERMIT APPLICATIO FBC 2001 Permit No. M C -1 - 0 6 -32. Master Permit N("C 6"$g- /3 5, Permit Type (circle): Building Electrica ' Plumbing Owner's Name (Fee Simple Titleholder) /9-t/J 6 getei,35/1) Phone # Owner's Address .?d0 6,- e xvs City ,//;_ id. ' State Zip Roofing Tenant/Lessee Name Phone # Job Address (where the work is being done) i City Miami Shores Villa :e County iami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name l ` ,%- Contractor's Address 166 C 1 < State Phone # State Certificate or Registration No. Certificate of Competency No. ak.6 4b9 1 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit art el )5E}G Square Footage Of Work: Type of Work: ■ Addition [)Alteration Describe Work: ew Repair/Replace ❑ Demolition 1 C : C Submittal Fee $ Permit Fee $ 4 P -4' CCF $ ' O CO /CC. Notary $6 - Training/Education Fee $ Z . (off . Technology Fee $ i 1 Scanning $ S , Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ I-GC2 e40 (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 AJ!FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument w knowledged l: efo a thi day ofT-�6 , 2 \JtC� who is personally known to me or who has produced NOTAR Sign: Print: As identification Sign re Contractor L. , The foregoing instrument was acknowledged before me this S d who did take an oath. ) f,..141 'h9 ,20 by R who is personally known to me or who has produced L My Commiss 'Y PUBLICS ,� le►,,;_= ", Art on Expires: Londed Thra A l 0 * * * * * * * * * * * * * * ** TARY PUBLIC: ez 55 9 ,In as identification and who did take an oath. *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** *# ***+ k******** *# ****b *****+ k+ k*** ****** * * *+k+K**** * *** * * * * * * * *, * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner r Engineer Zoning C1ic 05/13/03 ADDENDUM TO BUILDING PERMIT APPLICATION AN OBTAINED, APPLICATION FOR ' S BUILDING ZED SIGNATURE ACCOMPANY NEED NOT HE PRESENT ON SUBSEQUENT APPLICATIONS.) I OBTAINED, Ti3E OWNER'S N PLUMBING ELECTRICAL MECHANICAL TEM ATH TU3 UNIT FEE ITEM UNIT SWITCH OUTLETS FEE ITEM SPACE HEATERS UNIT FEE CENTRAL HEAT I I.0 • = p u� LT OUTLETS IDET A/C (WIND) ISHWASHER RECEPTACLES A/C (CENTRAL) , 4L ISPOSAL SERVICE TEMPORARY -_ SERVICE SIZE IN AhPS DUCT WORK RINKING FOUNTAIN -_ SERVICE REPAIR/MItTER CHANGE REFRIGERATION LOOK DRAIN APPLIANCE OUTLETS PROCESS AND PRESS PIPING CREASE TRAP UNDERGROUND TANKS RANGE TOP NTERCEPTOR __ OVEN ABOVE GROUND TANKS .AVATORY -_ WATER HEATER U.F. PRESSURE VESSELS .AUNDRY TRAY -_ MOTORS 0- 1 HP STEAM BOILERS ;LOTHES WADER MOWER -_ ROTORS OVER 1- 3 HP HOT WATER BOILERS MOTORS OVER 3- 5 HP MECHANICAL VENTILATION POT /3 COMP. ma, TRANSPORTING ASSEMBLIES SINK, RESIDENCE MOTORS OVER 5- 8 HP __ MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS SINK, SLR' MOTORS OVER 10- 25 HP FIRE SPRINKLER. SYSTEMS TEMPORARY WATER CLOSET URINAL -_ MOTORS OVER 25-100 If COOLING TOWERS MOTORS OVER 100 FP VIOLATION I WATER CLOSET INDIRECT WASTES I A/C WINDOW REI,NSP,ECTJON WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER I FIRE SPRINKLER GENERATORS TRANSFORMERS I I 'HEATER -NEW INST. GENERATORS-TRANSFORMERS __ I I HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE �� I SWIMMING POOL __ OUTLETS COMMERCIAL WATER SERVICE SEWER CONNECTIONS UTILITY -SEWER SIGN TUBES _ -! • SIGN TRANSFORMERS SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK _ ANTENNA _ RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMT' & ABANDON SEPTIC TANK RE I NSPECT I ON SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE I I POOL PIPING LAWN SPRINKLER SYSTEM I k GAS RANG I � i METER SET (GAS) GAS PIPING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 COPY • • "*" " • '"" , '" • Inspection Date: 03/27/2008 Inspector: Dacquisto, David Owner: GERSON, DAVID Job Address: 290 GRAND CONC Miami Shores Village, FL 33138- Project: <NONE> Contractor: BODIN CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Block: Phone Number (305)469-6978 Parcel Number 1132060136200 Lot: Phone: (306)776-3068 Building Department Comments ADDITION OF 2 BEDROOMS AND 2 BATHROOMS .4 0 • Passed i Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Thursday, March 27, 2008 Page 2 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION .CERTIFICATE • ••• • • • ••• Federal Emergency Management Agency National Flood insurance Program Important: Read the irigrurtionp 013,c'd S•1+F3. • . • • • •. SECTION A - PROPERTY fi ORMAt1ON Al. Building Owner's Name DAVID GERSON ANn DEBQRA GERSON • • A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.L ,Roy aid to: No,. • 7, • • • 290 GRAND CONCOURSE" • • • • • • • • • • • • • • • • ••• • City MIAMI SHORES State FL ZIP Code 33138 OMB No. 1560 -0008 Expires February 28, 2009 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Deser1ptien!at )0 • ;' • ;' - • - LOTS 12 AND 13 BL. 46 MIAMi SHORES SECTION No. 1 AMENDED P.B. 10, F% 70U.I.N • -Dr4D€ • CO7jfITY F4.URiDA. • • • • • • •• • • • • - A4.Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25°51'41.1" Long. W080 °11'28.7 Horizontal Datum: 0 NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building lithe Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in • A9. For a building'with an attached garage, provide: a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI- SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025 C 0093 _. J 7/17/95 3 /2!94 X N/A 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139. 0 FIS Profile ® FIRM 0 Community Determined ❑'Other(Describe) BI 1. Indicate elevation datum used for BFE in Item 89: ® NGVD 1929 0 NAVD 1988 0 Other (Describe) B12. Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes ► No Designation Date 0 CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR /AE, ARIA1 A30, AR/AH, A below according to the building diagram specified in item A7. ® Finished Construction Benchmark Utilized N-603 Vertical- Datum J1.G.V.D:1929 Conversion/Comments NONE, a) Top of bottom floor (including basement, crawl space, or enciosure.floor)_ 12 .70 b) Top of the next higher floor _ N/A c) Bottom of the lowest horizontal structural member{V Zones only) _.N/A d) Attached garage (top of slab) _N/A e) Lowest elevation of machinery or equipment servicing the building 11.10 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 9.30 g) Highest adjacent (finished) grade (HAG) BLZQ Check the measurement feet D feet 0 feet ❑ feet feet ►0 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) feet 0 meters (Puerto Rico only) 0 meters (Puerto Rico only) feet SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the infgnnadon on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 0 Check here if comments are provided on back of form. Certifer's Name ALBERTOJ1ORENZO- LUACES License Number 3087 Title LAND SURVEYOR \ / Company Name SELF EMPLOYED UE City MIAMI State FL ZIP Code 33184 Date 03/01/2008 Telephone 305- 220 -6397 IMPORTANT: In these spaces, copy the•cgrrespon in information from Section A. Building Street Address (including Apt., Unit, Suite,:andPog B1ig; No,1 or P4.4ute and Box No. • • • ••• • • • • • • • • • • • • • • ••• • • Ity State ZIP Code ••• • • :For insurance Company =Use Policy Number Company NAlC- Number SECTION D,' §Uj VEYOR•FA!QiNIFE? • R ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certific'ate'or31 icommunity'otficial, (�}•inst� ar�oe agent/company, and (3) building owner. ' • • ••• ••• ••• Comments CROWN OF;R9AD ELEVATION 9.80 •• ••• •• • • • •• • • • • • • • • • • • • Signature i ' • • • • • •. Date ❑ Check here if attachments SECTION - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. lithe Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico oily, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is 0 feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or 0 below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (seeepage 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - Issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, 0, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement used in Items G8. and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA - issued or community - issued BFE) or Zone AO. "03. ❑ The following information (items G4. -G9.) is provided for community floodplain management purposes. 04,eer'mft Number 05. Date Permit Issued 06. Date Certificate Of Compliance /Occupancy Issued G7. Thls°permit has been issued for. ❑ New Construction ❑ Substantial improvement 08. Elevation of as -buiit lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here If attachments • ••• Building P�1dor�ipti• Continu4tion • • • • •• For lnsurance Company Use: Building Street Address (including Apt., Unit, Suite, andlor Bldg. No.) or P.O. Rgpte xci Box No. • • • • • • • • • • • • • • City State ZIP Code • • • • • • • ••• • • Policy Number Company NA1C Number If submitting more photographs than will fit on the recedin •Da a :aff►x•tl 3cfiiitional photographs below. Identify all 9 P 9pg,.• ,Y photographs with: date taken; "Front View" and "Rear View "; and, if rvggirgd; "RtghtSide •• View" and "Left Side View." .. • • • FRONT VIEW • • 00 41 ! • 0 • . •• • • • f• • i• • Building Photog alills: : ••• See Instructions for Item A6. •• • 0041 • • Building Street Address (including Apt., Unit, Suite, and/or Bldg. Ng.) Dr P.O. Route and Bc x tJc; • • • • • • • • • • • • • • • • • .•. 41.41 •.. • • • For Insurance; Company Use: Policy Number City State ZIP Code •• • • • • ••• • • • • I. • If using the Elevation Certificate to obtain NFIP flood insurance, affixWeisl :tvropang,tlhotographs below according to the instructions for Item A6. Identify all photographs with: date taktn; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Inspection Date: 04/08/2008 Inspector: Grande, Claudio Owner: GERSON, DAVID Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 290 GRAND CONC Miami Shores Village, FL 33138- Project <NONE> Contractor: BODIN CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Block: Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: Phone: (306)776 -3068 Building Department Comments ADDITION OF 2 BEDROOMS AND 2 BATHROOMS 114 Passed Inspector Comments CC / f C Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, April 8, 2008 Page 1 of 2 TERMINIX The Nationwide Pest Control Experts Certificate of Completion Subterranean Termites Treatment Location: 290 Grand Concourse Miami, FL. 33138 Product: Termidor Chemical: Fipronil Structure: Residential home Date of completion: April 2008 Treated by: Pedro Ferrer The Terminix International Company, L.P. 505 NW 103RD STREET MIAMI SHORES, FLORIDA 33150 Direct: 305/756 -5475 Fax: 3Q6/7 r., APR 0 9 D08 Terminix International hereby confirms that the location mentioned above has received a complete treatment for subterranean termites in accordance to rules and regulations established by Florida Dept. of Agriculture and Consumer Services. APPLICANT: AGENT: PROPERTY ADDRESS: Y0 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPO CONSTRUCTION INSPECTION AND FINAL APP C()5- 153-1 TiV 5777: '1.P1 ij ;,`TAM 7 DOB D1k PAID: '' PAID a VAL ��— RECEIPT #: LOT:) 2 BLOCK: Lam_ SUBDIVISION • j PROPERTY ID #• CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED.— TANK [01] [02] [03] [04] [05] [06] [07] [08] [09] INSTALLATION TANK SIZE [1] /25-o o [2] TANK MATERIAL OUTLET DEVICE MULTI- CHAMBERED t,N ] UTLET FILTER (..- EGEND2O lea? /,OC WATERTIGHT LEVEL - DEPTH TO LID ' DRAINFIELD INSTALLATION [10] AREA [1]/SX 4'C) [2] 7 :J SQFT [11] DISTRIBUTION BOX HEADER [12] NUMBER OF DRAINLINES [13] DRAINLINE SEPARATION . •� 'J [14] DRAINLINE SLOPE [15] DEPTH OF COVER 6 [16] ELEVATION [ABO BELQM [17] SYSTEM LOCATION j, [18] DOSING PUMPS `-_ =' %.. [19] AGGREGATE SIZ 1 C9. j [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH /.. ' FILL / EXCAVATION MATERIAL [22] FILL AMOUNT 5,1, 'A [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: SETBACKS [27] SURFACE WATER FT [28] DITCHES FT [29] PRIVATE WELLS FT [30] PUBLIC WELLS FT [31] IRRIGATION WELLS FT [32] POTABLE WATER LINES -16 SI€e ,f [33] BUILDING FOUNDATION ." FT [34] PROPERTY LINES .✓,C) FT [35] OTHER FT FILLED / MOUND SYSTEM [36] [37] [38] [39] DRAINFIELD COVER SHOULDERS SLOPES STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING.,, Cit✓-�C [47] CONTRACTOR [48] OTHER ABANDONMENT [49] TANK PUMPED C / f �� [50] TANK CRUSHED & FILLED / � > !_,� ) 9 C , CHD DATE. /0 - - CONSTRUCT [APPROVE /DISAPPROVED L -° �» � / t. i �^_ CHD DATE'. 0 T � [APPR/DISAPPROVED]• �-� l„�?' '-�- FINAL SYS DH 4016 (Page 2), 10/97 (Previous Editions May Be Used) Stock Number: 5744 - 002 - 4016 -4 PT 1: Applicant PT 2: Installer/Contractor PT 3: Building Department Page 2 of 3 290 Grand Concourse Miami Shores, FL 33138 February 12, 2008 Claudio Grande Chief Inspector, Miami Shores Building Department Miami Shores Village Hall 10050 Northeast 2' Avenue Miami Shores, FL 33138 Dear Inspector Grande, Enclosed is a copy and Certified Mail Receipt for a letter I sent Daniel Guitierrez, the engineer who did the HVAC calculations and design for the remodel and addition to my house. Unfortunately, we have not heard back from him. Due to this, and our inability to contact him numerous times over the past year, I believe that he has abandoned this project. I believe you are currently in possession of a letter from another engineer, Juan Sagaribay PE, who stated that the as -built system is in compliance with current code. If you need any other information, or if we need to do anything else to close out the permits, please contact me at 305- 469 -6978 or Pete Baccit, the HVAC contractor, at 305- 687 -5012. David S. Gerson Cc: Pete Baccit, Baccit Inc. • DEC 212008 • • ••• • -• • •.• •• •• • • • •• •• • • • • ••••• • • • • • • •.•• • • • • • • • • • • • • • ••• • • • • ••0, • • • • • •• • • ' • • • • • • • • • • . • • • • • • • •• Proj WAIT: #Roof Revisiori•for Mis.•Gerson Res. %..j MIAMI SHORES VILLAGE APPROVED ZONING STRUCTURAL ELECTRICAL PLUMBING MECHANICAL BLDG. SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •• • • • •• ••• •• •. • • ••• • • • •. •• - • • • • • •• • • • • • ••• •• CITY COPY 5 -051 Location: 290 Grand Concourse. Miami Shores. Florida By: NWCS Consulting & Specialty Engineering, Inc. FBPE C.A. #9655 Start Date: 12/02/2006 Comments: Calculations by: Nels #58207 .. \Gerson Addition \Gerson Addition 7 -02.wls NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOgCos —12''. S AX FOLIO NO.1 /32, b 1-a6:2 0 , STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. 111111111 11111111111111111111111111111111 C F N 2006R047716 OR Bk 24486 Ps 0692; (1Pa) RECORDED 05/03/2006 15:33:15 HARV'E'Y RUVIN, CLERK OF COURT MIAMI - CDADE CCOUNT'(r FLORIDA LAST PAGE 1. Legal description of property and street/address: -d S J 2. ,A t-- -1-C) 1 3) J C 1C 4c, 44-4.. c Nt I A Ni 1 ■. 1 Ac e-t:=t Nt. -i-t' '-t - p1 Pf' , f? c 1 2. Description of improvement: L 11 42=t"1 (2) 4=zf• C z.) (t) '' 3. Owner(s) name and address: '1:2%i -' 1 1) 41/44-4 .12> d , .S.c , °h•.l.' Z-e - 4.e../abeE-41) r C-421Zg— 6`-A Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 1 C.4 4 —` f3 L Z<='1 i4W L V 2 J .7N-1 1 A*4 I j. 33 )2 0 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: t�� Amount of bond $ • 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: d 1 1 r°11 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffe : • - = • =c ied) N /a • i 111 -ature of Ow e Print Owner's Name. i Sworn to an Notary Publi Print Notary's Na My commi sion e 123.01 -52 PAGE 4 bscribed before me i ..3 day of Prepared by VI,o te` , 20 Address: Vie) 6- r1-''¢ 017 /71//%x'7+ St9C: z�� Inc. .?31313 �J IO e c��L pire Yarleny Hernandez Commission # DD476455 Expires: SEP 27, 2009 Bonded Thru Atlantic Bonding Co., Inc. STATE OF FLORIDA."000NTY OF DADE I HEREBY CERTIFY that this is a t of the ongm�l fJje In this office on day of , A D 20 1 Seal. rcuit and County Courts D.C. Roof Revision for Mr. & Mrs. Gerson (ge•s.Additin tuber 11, 2006 4141.. •Local Information Wind Dir. Ex•osure 1 C 2 C 3 C 4 C Basic Wind Speed: 146 mph Topography: None • ••••. .. • • ... • • • •AAEE7 -02 • • • • • 00 00 • • • • .0 • • • • • • • • • • • •• • • • • . • • • •••. ..0 41041 000 000 • 41• 0041. • • 00 000 .00 • . • • • • • • • -. . 0 . 0 0 • 00 • • • • • .4100 0. Optional Factors This project uses Toad combinations • from sources other than in ASCE 7 Section 2. • Wind Loads on Structures 2002 — [1.17] Copyright © 2000 SDG, Inc. Page 1 of 7 Roof Revision for Mr. & Mrs. Gerso9, Re, >Adc�iti tuber 11, 2006 •Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall 1 2 3 4 Length(ft) 91.5 44.0 91.5 44.0 Overhang(ft) 3.33 3.33 3.33 3.33 Eave Height: 11.33t Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Hipped • Roof A &B C &D Slope(Deg) 10.0 10.0 • • • ••• • • • • • • • , • • • • •AACE7 -02 • • _• • • •• •• • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• ••• • . 00 • • • • • • •• ••• •• • • •• • • • • • • • • • • • • • • •• • • • • • ••• •• W1 W2 A B W4 W3 Top Front A B W1 W4 W3 W41 W3 Right Wind Loads on Structures 2002 — [1.17] Copyright © 2000 SDG, Inc. Page 2 of 7 Roof Revision for Mr. & Mrs. Gerson ,Res,•A�i�;itae tuber 11, Zoos • • • • • • . • •■• ::: :JACE7 -02 Section - 1 Enclosure Classification: Enclosed Building Category: 11 Connected to: Main Section Connected to wall: W2 Position on W2: 7 ft Wall 1 2 3 4 Length(ft) 26.0 19.0 26.0 19.0 Overhang(ft) 3.33 3.33 3.33 3.33 Eave Height: 11.33t Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Hipped Roof Slope(Deg) A &B 10.0 C &D 10.0 • •• • ••• •• • • • • • • • • • ••••• • • • • •••• • • • • •• -•• ••• ••• ••• ••• • • •• • • • •• ••• •• • • • • • ••••••• • • • • • • • • • • • • •• • • • • • ••• • • W1 W2 A W3 /off N W4 Top Front Right Wind Loads on Structures 2002 — [1.17] Copyright © 2000 SDG, Inc. Page 3 of 7 Roof Revision for Mr. & Mrs. Gerson •Ras ,•Addit tuber 11, 2006 •Section - 2 • Enclosure Classification: Enclosed Building Category: II Connected to: Main Section Connected to wall: W2 Position on W2: 26 ft Wall Length(ft) Overhang(ft) 1 34.0 2.0 2 21.0 2.0 3 34.0 2.0 4 21.0 2.0 Eave Height: 11.33t Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Hipped Roof Slope(Deg) A &B 10.0 C &D 10.0 • ••••.•.•• • • • • • • • • • AS+CE7 -02 • • • • • •• •• • • • • •• • • • • • • • • ••••• • • •. •. • • • • • • • • • • • • ••• ••• ••• ••• • • . ••. •. • • •• •• •• • ••••••• • • ••• • • • • - •• • • • • •.• •• • • • • • • • • • • • •• • • • • • ••• •• W1 W2 A B 1 W4 W3 Top Front c W4 W3 Right D W2 Wind Loads on Structures 2002 — [1.17] Copyright © 2000 SDG, Inc. Page 4 of 7 Roof Revision for Mr. & Mrs. Gerson Res.•L dd tipn;mber 11, Zoos •Composite Drawing 4 G F H 1 A • • • ••• • • • • • • • • • • • "' •' • 'ASGE7 -02 • • • • • •• •• • • • • •• • • • • • • • • • • • 00 • • • • • • • • • • • • • • • • ••• ••• 000 ••• • • •• • • • •• ••• •• • • -• • • • • • • • • • • • • • • • • • • • • • • •• - • • • • • ••• •• 5 C D 7 K L J8 9 g 10 11 J Wind Loads on Structures 2002 — [1.17] Copyright © 2000 SDG, Inc. Page 5 of 7 Roof Revision for Mr. & Mrs. Gerson les.'A�dcit�9mber 11, 2006 • • • ••• • • • • •••• • •.•.••0. AS'tE7 -D2 *Components and Cladding .lnpu .. ,. • • ..••.• • • •.•. • • • • •••. ••• ••• ••• ••• • • • Component Description RAFTERS R -1 RIDGE WOOD BEAM (RWB -1) HIP RAFTERS (HR) Wall /Roof 'Surface Label I ZonsiSpl(ft} 1V\hidth(it;). I Asaa(sgft) Roof E 2 ',An ;1.,' 36.75 • • Roof E 2 • • 7A3 • • 18.8, ••• 61.375 Roof G 2 9.3 6.0 55.98 Wind Loads on Structures 2002 — [1.17] Copyright © 2000 SDG, Inc. Page 6 of 7 Roof Revision for Mr. & Mrs. Gerson Res 'Acidifier). 11, 2006 • • ••••• • • • ••• • • • • • • • • • • • • • • • • •' • • • ' ASCE7 -02 •Components and Cladding •Output. •.• • • •. • • ••••• • • • • •••• • • • • •••• ••.• • ••• ••• ••• • Component Description' Surface I Zone I z(ft ) I q(psf) GCp GCpi l atPree(psf)I Net w!•+iGCp (psf) I Net w/ -GCpi (psf) RAFTERS R -1 E 2 13.3 46.3 0.39 0.18 1'8.1;•; ; 4.7 :• •, 26.4 13.3 46.3 -1.42 6-65.; • ••. - 74!1.•• ••• -57.4 13.3 46.3 -2.20 0 -101.9 RIDGE WOOD BEAM (RiQVB -1) 2 13.3 46.3 0.32 0.18 14.8 6.5 23.2 13.3 46.3 -1.24 -57.4 -65.7 -49.1 13.3 46.3 -2.20 0 -101.9 HIP RAFTERS (HR) G 13.3 46.3 0.35 0.18 16.2 7.9 24.5 13.3 46.3 -1.33 -61.6 -69.9 -53.2 13.3 46.3 -2.20 0 -101.9 - t4o Z- • Wind Loads on Structures 2002 - [1.17] Copyright © 2000 SDG, Inc. Page 7 of 7 • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • •.. • ••• Rev: 560100 User. KW-0803206, Ver 5.6.1, 25-Oct-2002 (c)1983 -2002 ENERCALC Engineering Software • Timber Beam J6i t • • • • • Page 1 i • • c:,,r a .wgersonaddition.ecw:Calculations ••• i•• ••• ••• • Description Roof Rafters R -1 (GRAVITY LOADS) Timber Member Information Timber Section Beam Width in 1.500 Beam Depth in 7.250 Le: Unbraced Length ft 5.00 Timber Grade Southern Pine, No.2 Fb - Basic Allow psi 1,200.0 Fv - Basic Allow psi 90.0 Elastic Modulus ksi 1,600.0 Roof Rafters 2x8 Load Duration Factor Member Type Repetitive Status 1.000 Manuf/Pine Repetitive •• • • • •• ••• •• CalculatIonsige dissigindd to 199: 14:1:S. aril 1997 UBC Requirements •• • • • • • ••■ •• Center Span Data Span ft Dead Load #/ft Live Load #/ft 10.50 33.30 40.00 Cantilever Span Span 3.33 Uniform Dead Load #/ft 33.30 Uniform Live Load #/ft 40.00 Results Ratio = 0.7291 Mmax @ Center in -k @X= ft Mmax @ Cantilever in -k fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi 11.04 5.00 -4.88 840.1 1,152.2 Bending OK 52.5 90.0 Shear OK Reactions @ Left End DL Ibs LL lbs Max. DL +LL lbs @ Right End DL Ibs LL lbs Max. DL +LL Ibs 157.24 210.00 367.24 303.30 364.32 667.62 Deflections Ratio OK Center DL Defl in -0.091 UDefl Ratio 1,387.0 Center LL Defl in -0.144 L/Defl Ratio 877.9 Center Total Defl in -0.234 Location ft 5.166 UDefl Ratio 537.9 Cantilever DL Defl in 0.061 Cantilever LL Defl in 0.073 Total Cant. Defl in 0.133 L/Defl Ratio 599.0 -. • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 73.30 #/ft lllll��t • • •• • • • i3.ao#ffi •• • • • • • •• •• • • • •• • • •• • • • • •• • • • • • • • • • • • • • • 1t 73.30#/ft •• • • • •• ••• •• 73.30 #!ft Mmax = 11.03 in -k at 4.99 ft from Ieft Dmax = - 0.2342 in at 5.16 ft from Ieft RI:max = 367.241Ibs Mmax © right = -4.87 in-k Rr.max = 667.619 Ibs Max Deft @ right end = - 0.1334 in NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. • • ••• • • • ••• •••• • •••••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • •.•• Rev: 560100 User. KW- 0803206, Ver 5.6.1, 25-Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Timber Beam 88 Joi t_., 's: , naddition.ecw:Calculations Description Roof Rafters R -1 (WIND LOADS) Timber Member Information • ••• ••• ••• ••• Calculations arYdeksievst§ 1i97NQ$ ant1,1997 UBC Requirements Timber Section Beam Width in 1.500 Beam Depth in 7.250 Le: Unbraced Length ft 5.00 Timber Grade touthem Pine, No.2 Fb - Basic Allow psi 1,200.0 Fv - Basic Allow psi 90.0 Elastic Modulus ksi 1,600.0 Roof Rafters 2x8 Load Duration Factor Member Type Repetitive Status 1.000 Manuf/Pine Repetitive •• • • • • • "••• •• • Center Span Data Span Dead Load Live Load #/ft 10.50 13.30 -91.60 Cantilever Span Span ft Uniform Dead Load #/ft Uniform Live Load #/ft 3.33 13.30 - 133.50 Results Ratio = 0.7625 Mmax © Center in -k X= ft Mmax @ Cantilever in -k fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi 8.00 10.50 8.00 608.6 1,152.2 Bending OK 68.6 90.0 Shear OK Reactions @ Left End DL lbs LL Ibs Max. DL +LL Ibs @ Right End DL lbs LL Ibs Max. DL +LL Ibs 62.80 - 480.90 - 418.10 121.14 - 995.95 - 874.81 Deflections Ratio OK Center DL Defl in L/Defl Ratio Center LL Defl in UDefl Ratio Center Total Defl in Location ft UDefl Ratio Cantilever DL Defl in Cantilever LL Deli in Total Cant. Defl in UDefl Ratio -0.036 3,472.6 0.329 383.3 0.292 5.292 430.8 0.024 -0.091 -0.067 1,198.0 • • •• •. . . • E•••1 -. • • • ••• • • • • • • . • • 4111 . • »a<)' y . .... ... . . . • . • • • • • • •. • • • • • • • • • • • • • -78.30#/ft ••• • • • - 78.30 #/ft • • ttfti tittifint t_t_Y .�1:1 • 12 . P • • . • •• •.s •.• • . . • • • • - 120.20 #/ft RI:max = - 418.097 Ibs Mmax = 7.99 in-k at 10.49 ft from left Dmax = 0.2924 in at 5.29 ft from left Mmax @ right = 7.99 in-k Rrmax = - 874.811 Ibs Max Deft © right end = 0.0667 in NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •••. • • • • • ••• Rev: 560100 User. KW- 0603206, Ver 5.8.1, 25-Oct -2002 _ (c)1983-2002 ENERCALC Engineering Software Multi -Span Timber Bed .•. Description RIDGE BEAM RWB -1 1 / • • ••• ••• • • • •• Page 1 • . • • ic:lec45l rs:p a tition.ecwCalculations • • ::•• • • ••• ••• General Information .• • • • •• ••• •• • Southem Pine, No.2 2 -4 Thick, 10 Wid Spans Considered Continuous Over Support Fb : Basic Allow 1,050.0 psi ; ; ;Iattic v1 dt4us: :1,600.0 ksi Fv : Basic Allow 175.0 psi • • • L!oad•Duratioti I'Htlbr • • 1.000 Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type ft m to ft SPAN #1 7.75 2 -2x10 3.000 9.250 Pin - Pin 1.33 SPAN #2 5.00 2 -2x10 3.000 9.250 Pin - Pin 1.33 SPAN #3 5.00 2 -2x10 3.000 9.250 Pin - Pin 0.00 SPAN #4 3.50 2 -2x10 3.000 9.250 Pin - Pin 0.00 Loads Live Load Used This Span ? Dead Load #/t Live Load #/ft Yes Yes Yes Yes 235.70 235.70 235.70 235.70 315.00 315.00 315.00 315.00 Results Mmax @ Cntr in-k 33.0 0.8 9.8 4.3 @ X = ft 3.15 3.37 2.33 2.36 Max @ Left End in -k 0.0 -36.7 -8.0 -14.0 Max @ Right End in -k - 36.7 -8.0 -14.0 0.0 • fb : Actual psi 857.6 857.6 326.4 326.4 Fb : Allowable psi 1,048.0 1,048.0 1,050.0 1,050.0 Bending OK Bending OK Bending OK Bending OK Shear @ Left k 1.74 1.86 1.28 1.30 Shear @ Right k 2.53 0.90 1.48 0.63 fv : Actual psi 113.6 77.5 56.0 47.1 Fv : Allowable psi 175.0 175.0 175.0 175.0 Shear OK Shear OK Shear OK Shear OK Reactions & Deflection DL @ Left k 0.74 1.88 0.93 1.19 LL @ Left k 0.99 2.51 1.24 1.59 Total @ Left k 1.74 4.38 2.18 2.77 DL @ Right k 1.88 0.93 1.19 0.27 LL @ Right k 2.51 1.24 1.59 0.36 Total @ Right k 4.38 2.18 2.77 0.63 Max. Deflection in -0.080 0.009 -0.009 -0.001 @ X = ft 3.51 1.47 2.37 2.26 Query Values Location ft Moment in-k Shear k Deflection in 0.00 0.0 1.7 0.0000 0.00 -36.7 1.9 0.0000 0.00 -8.0 1.3 0.0000 0.00 -14.0 1.3 0.0000 • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • ••• • • . • ••• • eleo m 637(2 #0• .•. • • • • • • • • • • •• • • • • • • • • 1, t jT,• 1 •+1ti ;550.70#/ft • • • • • •• • • • 550.70 #/ft ffi V i 7.75 ft •• • • • •• ••• •• • • • • • • . • • • ••• • 1• '• '. .. -...- • • • • • • • • • • • • •• • • • • • • ••• •• Mmax = 32.96 in -k at 3.15 ft from Ieft Dmax = - 0.0795 in at 3.51 ft from Ieft Mmax @ right = =36.69 in -k DL Reaction = 0.744 k DL Reaction =1.876 k LL Reaction = 0.994 k LL Reaction = 2.507 k Total Reaction = 1.739 k Total Reaction = 4.383 k • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •.• '01 e :2 277 ( Rk7 • . • • ...... • • • ttt �'•t •I 1 955O70# /ft • •• • • • . • 550.70 #/ft ' ; 5.00 ft •• • • • •• ••• •• • • • • • • • • • • • •• • • • • . • • • • • • •• • • • • • ••• •• Mmax @ left = -36.69 in -k DL Reaction = 1.876 k LL Reaction = 2.507 k Total Reaction = 4.383 k Mmax = 0.80 in -k at 3.36 ft from left Dmax = 0.0090 in at 1.46 ft from left Mmax @ right = -7.98 in -k DL Reaction = 0.931 k LL Reaction = 1.244 k Total Reaction = 2.175 k • • ••• • • • •.. .. • • • • • • •. • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • .•. • • • • ••• ' e lex2717 • •• • • • 550.70 #fft -ti 5.00 ft •• • • • •• ••• •• • • • • • -• • • • • .• • • • • • • • • • • • • • • •• • • • • • ••• •• Mmax @ left = -7.98 in -k DL Reaction = 0.931 k LL Reaction = 1.244 k Total Reaction = 2.175 k Mmax = 9.78 in -k at 2.33 ft from Ieft Dmax = - 0.0088 in at 2.36 ft from Ieft 550.70 #/ft Mmax @ right = -13.96 in -k DL Reaction = 1.186 k LL Reaction = 1.585 k Total Reaction = 2.772 k 550.70 #!ft ■2 • • ••• • • • •s• •• •• • • • •• •• -• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •••- 3.50 ft • • •• •• • • • • • • • - • • • • •• • • • • • • • • • T•t 1,1 t is s4 i ! 1 1 • i 550.70 Wft •• • • • •• ••• •• • • • • • • • • • • • •• • • • • •• • • • 1 • • • • • • • • • •• • • • • • '••• •• Mmax = 4.34 in -k at 2.35 ft from Ieft Dmax = -0.0012 in at 2.26 ft from left Mmax @ left = -13.96 in-k DL Reaction = 1.186 k LL Reaction = 1.585 k Total Reaction = 2.772 k DL Reaction = 0270 k LL Reaction = 0.361 k Total Reaction = 0.631 k Rev: 560100 User. KW- 0603206, Ver 5.6.1, 25-011-2002 (c)1883 -2002 ENERCALC Engineering Software NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. • • •• •• • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• Multi -Span Timber Beam ••• •• • •• Page 1 _ _ _ec55�genlign.ecw Calculations ••• ••• ••• ••• Description RIDGE BEAM RWB -1 (WIND LOADS) •••• • • General Information •• • • • •• ••• •• • • • • • • • • • Southem Pine, No.2 2 -4 Thick, 10 Wid Spans Considered Continuous Over Support Fb : Basic Allow 1,050.0 psi • I�lo s • t,600.0 ksi Fv : Basic Allow 175.0 • psi • • •Load- Duratton•Facbor • • 1.000 Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type ft in in ft SPAN #1 7.75 2 -2x10 3.000 9.250 Mn-Ph 1.33 SPAN #2 SPAN #3 SPAN #4 5.00 5.00 3.50 2 -2x10 2 -2x10 2 -2x10 3.000 3.000 3.000 9.250 9.250 9.250 Pin - Pin Pin - Pin Pin - Pin 1.33 0.00 0.00 Sawn Sawn Loads Live Load Used This Span ? Dead Load #/ft Live Load #/ft Yes Yes Yes Yes 105.00 105.00 105.00 105.00 - 679.40 - 679.40 -679.40 - 679.40 Results Mmax @ Cntr in -k -34.4 -0.8 -10.2 -4.5 @ X = ft 3.15 3.37 2.33 2.36 Max @ Left End in -k 0.0 38.3 8.3 14.6 Max @ Right End in-k 38.3 8.3 14.6 0.0 fb : Actual psi 894.5 894.5 340.5 340.5 Fb : Allowable psi 1,048.0 1,048.0 1,050.0 1,050.0 Bending OK Bending OK Bending OK Bending OK Shear @ Left k 1.81 1.93 1.33 1.35 Shear @ Right k 2.64 0.94 1.54 0.66 fv : Actual psi 118.5 80.8 58.4 49.2 Fv : Allowable psi 175.0 175.0 .175.0 175.0 Shear OK Shear OK Shear OK Shear OK Reactions & Deflection DL @ Left LL @ Left Total @ Left DL @ Right LL @ Right Total @ Right Max. Deflection @X= k 0.33 0.84 0.41 0.53 k -2.15 -5.41 -2.68 -3.42 k -1.81 -4.57 -2.27 -2.89 k 0.84 0.41 0.53 0.12 k -5.41 -2.68 -3.42 -0.78 k -4.57 -2.27 -2.89 -0.66 in 0.083 -0.009 0.009 0.001 ft 3.51 1.47 2.37 2.26 Query Values Location Moment Shear Deflection • ft in -k k in 0.00 0.0 -1.8 0.0000 0.00 38.3 -1.9 0.0000 0.00 8.3 -1.3 0.0000 0.00 14.6 -1.4 0.0000 • • •S• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• •.• •.• ••• •. • - 574.40#/ft • • • • •• • •• • • • - 574.40 #/ft tt ft, tt f tt tt tttt !4. t Of • • • • • ••• •• 7.75 ft Mmax = -34.38 in -k at 3.15 ft from Ieft Dmax = 0.0829 in at 3.51 ft from left Mmax © right = 38.26 in -k DL Reaction = 0.331 k DL Reaction = 0.835 k LL Reaction = -2.145 k LL Reaction = -5.408 k Total Reaction = -1.814 k Total Reaction = -4.572 k • • ••• • • • • • • 04141 41• •• •- • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • • • • ... • . • _ • • 000 • k)1( ? ,1.. • • •.• •.• •0441 •.• - 574.40 #/ft tt tttl t • • • •• , • • • •• • .- • • • • • • • • .• • • • • . • • • • • • -t. tt? Itffi M.11 t t 5.00 ft Mmax = -0.84 in -k at 3.36 ft from left Dmax = - 0.0094 in at 1.46 ft from Ieft Mmax @ Ieft = 38.26 in -k DL Reaction = 0.835 k LL Reaction = -5.408 k Total Reaction = - 4.572 k .�•�1 •Ifi:•2•t. T • • • • • • • • 7., •• • • •• • • • • • ••41 •• - 574.40 #/ft Mmax @ right = 8.33 in -k DL Reaction = 0.414 k LL Reaction = -2.683 k Total Reaction = -2.269 k - 574.40 #/ft iee de& 09v • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • . • • • • • • • • •.- • • ••• • • • • •■• • • fife •• • • . • •• • • • • • • • • • • • •• • • • . • • • • • • • • • • • • • 000 .fife • •.e fife • • • - 574.40 #Ift tttffit ffitifitt t t 11 t t•I'k01111 tOt_t 5.00 ft Mmax = -10.20 in -k at 2.33 ft from left Dmax = 0.0092 in at 2.36 ft from Ieft Mmax @ Ieft = 8.33 in -k Mmax @ right = 14.56 in-k DL Reaction = 0.414 k DL Reaction = 0.528 k LL Reaction = -2.683 k LL Reaction = -3.420 k Total Reaction = -2.269 k Total Reaction = -2.891 k - 574.40 #/ft •• . ••. •. • • • • • • • • • • • •. • • ••• • • • • • ••• • • • • • • ••. •• •• • • • • • • • • • • • • • ••• • ;II. • • • • • • • 0:410 ::;;* tt_Ltii ttttttf:t '1tt�fi�t��t1 • • • • • • • • ••• •• • 3.50 ft • Mmax = -4.52 in -k at 2.35 ft from Ieft Dmax = 0.0013 in at 2.26 ft from Ieft Mmax @ left = 14.56 in-k DL Reaction = 0.528 k LL Reaction = -3.420 k Total Reaction = -2.891 k - 574.40 #/ft DL Reaction = 0.120 k LL Reaction = -0.778 k Total Reaction = -0.658 k NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW-0603206, Ver 5.6.1, 25-Oct-2002 (c)1983 -2002 ENERCALC Engineering Software • Description CONTINUOUS HIP • • • •• •• • • • • • • • • • ••• • • • ••• • • • • •• • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • Multi -Span Timbdr Beam • •'• Page 1 • • a1 1gerson addition.ecw:Calculations RAFTERS (HR -1) (GRAVTTYTOAI7Sp • • • I. General Information Southem Pine, No.2 2 -4 Thick, 8 Wide Spans Considered Continuous Over Support •• • • . • • • • • • • i • • •.. • • . • • • .•. •.. .• • • • • • : • • • . • • • ... • • • 1•• • • • • • : • 390.70 it/ft' ♦ VV 5.00 ft • • .•• : : ••, •• :" .. '• •S• • : • • i • • •.. • • ••• •• • • • •. • •• • • • • • .• • • •" . . • • • ••• • • • • • • • • • • •. • •• • 661- ) fair, i4; 4 . .6- 02;7,--0 • • i1rTh fth 254.40 #/ft •••• • . • • ••• ••• • • .. •. • • 9.33 ft • .. • • • • • . . • • •• • • • • • ... • •• • • • • • Mmax © Ieft = -11.92 in -k DL Reaction = 0.743 k LL Reaction = 0.999 k Total Reaction = 1.743 k Mmax = 5.29 in -k at 3.98 ft from Ieft Dmax = 0.0000 in at 0.00 ft from Ieft Mmax @ right = - 11.52 in-k DL Reaction = 0.448 k LL Reaction = 0.555 k Total Reaction = 1.003 k • • • • ••• • • • ••• •• •• • •• • • • • • • • ••• • • • • • • ••• • • • • • AI 000 •• • •• ••• •• • • • •• •• • •. ••• • • • • •• • • • • • • • • • 0 • .• '•- • • ••• Mmax = 0.00 in-k at 4.70 ft from left Dmax = 55.6288 in at 4.70 ft from left Mmax left = -11.52 in -k DL Reaction = 0.448 k LL Reaction = 0.555 k Total Reaction = 1.003 k DL Reaction = 0.000 k LL Reaction = 0.000 k Total Reaction = 0.000 k NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. • • • • ••••• • ••• • • • i ••• • • •••• • • • • fogs', . • • • • •S• • • • • i • • ••• Rev: 560100 • • • • • • • • • • • •' User.KW- 0603206 Ver 5.6.1, 25-Oct-2002 Multi -Span Timber Eh; • : • ; • • Page 1 (c)1983 2002 ENEI CALC Engineering Software r' Q► • • 19: g6\gerson additIon.eav:Calculations Description CONTINUOUS HIP RAFTERS (HR -1) (WIN1513AbS) fogs' ••• • �• LGeneral Information Southem Pine, No.2 2 -4 Thick, 8 Wide Spans Considered Continuous Over Support • fogs • • • .. •.• fogs fogs••. • ••• ,. • • • :gs Fb : Basic Allow 1,200.0 psi • • • E:as4ig 1,600.0 ksi • Fv : Basic Allow 175.0 psi Load Duration Factor 1.330 Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type ft in in ft SPAN #1 5.00 2x8 1.500 7,250 Ph-Ph 1.88 SPAN #2 CANTILEVER 9.33 4.71 2x8 0.000 1.500 0.000 7.250 Pin - Pin Pin - Free 1.88 0.00 Sawn Loads Live Load Used This Span ? #/t #/ft #/ft #/ft ft Dead Load ci) Left Dead Load @ Right Live Load @ Left Live Load @ Right Start End [Results ft - 444.80 -289.60 - 400.00 - 289.60 5.000 9.330 4.710 Mmax @ Cntr in -k -8.1 -4.1 0.0 @ X = _ ft 1.80 3.73 4.71 Max @ Left End in -k 0.0 13.6 17.7 Max @ Right End in -k 13.6 17.7 0.0 lib : Actual psi 1,033.2 0.0 1,350.6 Fb : Allowable psi 1,571.0 0.0 1,596.0 Bending OK Bending OK Bending OK Shear @ Left k 0.76 0.86 0.94 Shear @ Right k 1.08 0.49 0.00 fv : Actual psi 122.8 0.0 99.1 Fv : Allowable psi 232.8 0.0 232.8 Shear OK Shear OK Shear OK Reactions & Deflection DL @Left LL @ Left Total @ Left DL @ Right LL @ Right Total @ Right Max. Deflection @X= k k k k k k in ft 0.00 -0.76 -0.76 0.00 -1.94 -1.94 0.029 2.10 0.00 0.00 -1.94 -1.43 -1.94 -1.43 0.00 0.00 -1.43 0.00 -1.43 0.00 0.000 - 63.326 0.00 4.71 Query Values Location Moment Shear Deflection ft in -k k in 0.00 0.0 -0.8 0.0000 0.00 0.00 13.6 17.7 -0.9 -0.9 - 900.6560 - 753.6070 cr - • • ••• • • •••••• • • •• .. •:• • • • s•• . •••••; • r • .•e••• • i••• • • n•. •••• ••• ••• • •.. • • • - 444.80 #/ft :1"J • ••• ••• •,;Ti11:1.1*.t. . •”. • • - 289.60 #/ft DL Reaction = 0.000 k LL Reaction = -0.756 k Total Reaction = -0.756 k Mmax = -8.05 in -k at 1.79 ft from Ieft bmax = 0.0289 in at 2.09 ft from Ieft Mmax @ right = 13.57 in -k DL Reaction = 0.000 k LL Reaction = -1.943 k Total Reaction = -1.943 k - 289.60 /Mt I. .5 ... 1 • •E • • • • • Z • • . ••• ••. :.4 •r •••.• • •.• • • • • . • • • • • • • •...•.• • • • • ••• ••• /L+J •U • • • • • •i • • • • • • • • • • • • • ••• ! t--`_t '. JI•! '•4 • t. t 4 ` 1 • 0 00 • • • •. • ... •• Mmax = -4.11 in-k at 3.73 ft from left Dmax = 0.0000 in at 0.00 ft from left Mmax c left = 13.57 in-k DL Reaction = 0.000 k LL Reaction = -1.943 k Total Reaction = -1.943 k Mmax © right = 17.74 in -k DL Reaction = 0.000 k LL Reaction = -1.429 k Total Reaction = -1.429 k • • • ••• • • • • ••• • • • • • • - 400.00 #!ft i • • • Cf, • 41/ r • ••• ••• i NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW-0603206, Ver 5.6.1, 25-Oct-2002 (c)1963 -2002 ENERCALC Engineering Software Description 1.••1 1•• •`.`i ••• 1 t ..I • • • • i•••• . Timber Beam 8 Joie ' . • • • ��A� Page 1 • 2- • • sc:1 terson addition.ecw:Caiculations WOOD BEAM WB -1 (Ckao �) . • Timber Member Information Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status WB-1 3-2x10 in 4.500 in 9.250 ft 0.00 iouthem Pine, No.2 psi 1,050.0 Psi 175.0 ksi 1,600.0 1.000 Manuf/Pine No ••• • • • •• ' • • • Calculations area dUibnld o 3 97 • • • • /0 /25/ (ii /76 ) ' 3?4T Center Span Data Span Dead Load Live Load Point #1 DL LL @X LResuits ft #/ft #/ft Ibs Ibs ft 20.33 12.00 1,876.00 2,507.00 10.170 Ratio = 4.0758 Mmax @ Center @X= fb : Actual Fb : Allowable fv : Actual Fv : Allowable in -k ft psi psi psi psi 274.63 10.16 4,279.6 1,050.0 overstress 83.1 175.0 Shear OK Reactions /19,78/ = .Z 714 63 A sx/o = 7e- c',7 Al - 2(57 2fr— ,, -z `U e G€)r // p' ' /'ele a rj 'fee © Left End DL lbs 1,059.52 LL Ibs 1,252.88 Max. DL +LL lbs 2,312.40 @ Right End DL Ibs 1,060.44 LL Ibs 1,254.12 Max. DL +LL Ibs 2,314.56 /We ecZa s/c;e 6 'i P< 71‘.€ Deflections Center DL Defl UDefl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in ft Ratio > 240 ! -1.292 188.8 -1.597 152.8 -2.889 10.165 84.4 Z6%,zo--K L� f 2� #$/ ,h 3 42 d _ 91 X8,6" _m.6 o.3m3�� 7'0f • • • • • • ••• • _040).e.c7V -o 416211 • •• 12.00 111111;11111111111411M1� 1'T '1' 11 Z x`;111112.00 ••• . • ••• ••o •.. •• 4383. ai Ibs.': • • '•• • • :•. .•' • • • • • • ••• • • • • • ••• Mmax = 274.62 in -k at 10.16 ft from left Dmax = - 2.8890 in at 10.16 ft from left Rr:max = 2312.401 Ibs Rr:max = 2314.557 Ibs 22.89 20.60 18.31 16 02 , 13.73 g 11.44 0.15 6.87 E 4.58 2.29 Be • m 1• • •• • • • • • • • • • • ••• • • ■ • • •• ■ • • ■ • • •• • • • •�• • • b + • r • • •• .3 iR�Mrlif�n lint 221 1.85 1.39 0.92 0.46 0.0 o- -0.45 -0.03 fl) -1.39 -1.85 -2.31 Location (ft) be„ S-`� \, r9 1(9'171 Apam ' hoar -0.32 -0.64 -0.96 c -1.28 -1.61 -1.93 -2.25 Ni -2.52 -2.80 .96 .00 :.04 :.08 1 .12 1 .17 1 .21 16.25 18.29 20.3 Location fft) t I1 af 1prt1 nn .06 .00 8 .04 8 .08 10.12 1 .17 Location (ft) 1 .21 1 .25 1 .29 20.3 B 8 NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User: KW-0603206, Ver 5.6.1, 25-Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Timber Beam Description WOOD BEAM WB -1 (WIND) ••• • • o•• • •• •a • • • • • • • • • • • • '" • • • ••• • • • • • • • • • • Page 1 • • • e:te.4.5tgerson addition.ecw:Calculations ••• • •_• • • • •.. •. Timber Member Information We -1 Timber Section 3-2x10 Beam Width in 4.500 Beam Depth in 9.250 Le: Unbraced Length ft 0.00 Timber Grade iouthem Pine, No.2 Fb - Basic Allow psi 1,050.0 Fv - Basic Allow psi 175.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.330 Member Type Manuf/Pine Repetitive Status No Calculations 31.n 4d .. Nrgandi897 UBC Requirements t • • • i•• • • • Center Span Data Span Dead Load Live Load Point #1 DL LL @X Results #/ft Ibs Ibs ft 20.33 12.00 - 4,572.00 10.170 Ratio = 0.3541 Mmax @ Center in -k : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi 0.00 20.33 0.0 1,396.5 Bending OK 82.4 232.8 Shear OK [Reactions @ Left End DL Ibs LL Ibs Max. DL +LL Ibs @ Right End DL Ibs LL Ibs Max. DL +LL Ibs 121.98 - 2,284.88 - 2,162.90 121.98 -2,287.12 - 2,165.14 Deflections Ratio > 240 ! Center DL Defl UDefl Ratio Center LL Deft UDefl Ratio Center Total Defl Location UDefl Ratio • in in in ft -0.097 2,511.8 2.912 83.8 2.815 10.165 86.7 • • ••• • • •• • •• •• • ••• • • • • • 0•• • • • • • • • • • • • • • ••• • • • • ••• 45724 Ibs 20.33 ft • • • • • • • ••. • • • • •' ••• • $•i • • ••• ,• ••• • • • • • • • • • • • • ••• •• • • • • Mmax = 0.00 in -k at 20:32 ft from left Dmax= 2:8151 in at 10.16 ft from left RI:max = - 2162.895 Ibs Rr.max = - 2165.144 Ibs e • -3.61 -6.03 -7.64 -10.06 S-12.60 -16.07 E -17.66 0 M -20.00 Ber t • .• •• •• • • • • • • • • • ••• • • • • • •• •• ••• • • • •• • • ••• • • • • • ••• • • • • • • Ran�linn 2.39 1.01 1.53 1.14 0.75 0.38 0.0 t -0.67 -1.14 -1.71 -2.28 t fear chPAr Mom ants '.00 4..00 Mnm ntc .04 = .08 1 ' .12 1 .17 14.21 1 .25 18.20 20.3 Location fft°i Deflection (in) 2.82 3.53 3.35 1.07 1.60 1.41 1.13 0.84 0.66 0.28 fkir '.06 .00 .08 1 .12 12.17 1 .21 16.25 1:.29 20.3 Location (ft) f1pflprtinn .06 .00 6 .04 8.08 10.12 1 .17 Location (ft) 1 .21 1 ,.25 1 .29 20.3 4 a 8 NWCS CONSULTING &.SPECIALTY ENGINEERING SERVICES, INC. • • • •• ••• • • • ••• • • • • • • .`• ••• • • • • ••• • • • • • • • • • ••• • • • • ••• Rev: 660100 User. KW-0603206, Ver 5.6.1, 25-Oct-2002 (c)1983 -2002 ENERCALC Engineering Software • • Timber Beam $iJo Sit • �• •� • !..446.:\elir;Iiigersanatlditicn .ecwCalcueations RAVI Description WOOD BEAM WB -2 (GRAVITY) Timber Member Information ••• ••• Calculations ase disignid p i99� PiD•S�aoc ¶997 UBC Requirements WB -1 • • • • i s -• • • Timber Section 3 -2x10 Beam Width in 4.500 Beam Depth in 9.250 Le: Unbraced Length ft 0.00 Timber Grade 1outhem Pine, No.2 Fb - Basic Allow psi 1,050.0 Fv - Basic Allow psi 175.0 Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Manuf/Pine Repetitive Status No Center Span Data • • • • • • • .•_••.. •• Span ft Dead Load - #/ft Live Load #/ft Point #1 DL lbs LL Ibs @X ft Point #2 DL Ibs LL lbs @X ft 20.33 12.00 743.00 1,000.00 6.630 743.00 1,000.00 13.700 Results Ratio = 2.1685 Mmax @ Center in -k @X= ft fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi 146.11 10.16 2,276.9 1,050.0 OverStress 66.9 175.0 Shear OK Reactions @ Left End DL Ibs LL Ibs Max. DL +LL Ibs @ Right End DL lbs LL Ibs Max. DL +LL Ibs 864.98 1,000.00 1,864.98 864.98 1,000.00 1,864.98 Deflections Ratio > 240 ! Center DL Defl in -0.892 UDefl Ratio 273.5 Center LL Defl in -1.070 UDefl Ratio 228.1 Center Total Dell in -1.962 Location ft 10.165 UDefl Ratio 124.4 • 12.18 10.96 9/4 8.522 7.31 ▪ 6.09 t 8.65 E 2.44 X 1.22 Be • • ••. • •• •• • • • • • • • • • • • ••• • • ••• • '• • •• •. • • • • • • • • • ••• • • • • Rmnrlinn MnmpntR 1.86 1.55 1.24 0.93 0.62 0.31 6 0.0 it -0.47 -0.93 -1.40 -1.86 t .00 .04 :.08 1 1.12 1 .17 1 .21 1:.25 1:.29 20.3 Location (ft) RPRM ' hpar -0.22 -0.44 -0.66 -0.87 -1.09 -1.31 -1.53 A -114 -1.96 1.96 4.00 6.04 8.08 10.12 12.17 1:.21 1 25 1:.29 20.3 Location (ft) Ylaf lPrtinn .96 .00 6 .04 8.08 10.12 Location (ft) 1 .17 1 .21 1 .25 18.29 20.3 a NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW- 0603206, Ver 5.8.1, 25- Oct -2002 (c)1983 -2002 ENERCALC Engineering Software 00 00. • 4141• • • • ••• • 0 • • • • 0 • • • ••• i • • • 00• • • • • • 0 • • i •• • • • • • • Timber Beam 8■ Joi>�t• • • 41• • • •• Page 1 • • • • • • i i a1�5: gerson addition.acw:Calculations 4100 0 • 041• 41!• • • • • • • Description WOOD BEAM WB -2 (WIND) Timber Member Information Timber Section Beam Width in 4.500 Beam Depth in 9.250 Le: Unbraced Length ft 0.00 Timber Grade iouthem Pine, No.2 Fb - Basic AIIow psi 1,050.0 Fv - Basic AIIow psi 175.0 Elastic Modulus ksi 1,600.0 WB-1 3 -2x10 Load Duration Factor Member Type Repetitive Status 1.330 Manuf/Pine No 410 • Calculationsgre cp • nedto3§$7 giDS eVe'1997 UBC Requirements • • • 41 41 • • o 04 • • • • • 411e41 41• • Center Span Data Span ft Dead Load #/ft Live Load #/ft Point #1 DL Ibs LL Ibs @X ft Point #2 DL ibs LL Ibs @X ft 20.33 12.00 - 1,943.00 6.630 - 1,943.00 13.700 Results Ratio = 0.3008 Mmax @ Center in -k X= ft fb : Actual psi Fb : Allowable psi fv : Actual Fv : Allowable psi psi 0.00 20.33 0.0 1,396.5 Bending OK 70.0 232.8 Shear OK Reactions © Left End DL Ibs 121.98 LL Ibs - 1,943.00 Max. DL +LL Ibs - 1,821.02 @ Right End DL Ibs 121.98 LL Ibs - 1,943.00 Max. DL +LL Ibs - 1,821.02 Deflections Ratio > 240 ! Center DL Defl in L/Defl Ratio Center LL Defl in L/Defl Ratio Center Total Defl in Location ft L/Defl Ratio -0.097 2,511.8 2.078 117.4 1.981 10.165 123.1 • •• •• ••• • • • ••• • • • • • • • •• •• • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • •• • • • • ••• • • iFT- •• ti••fi••rrr� 12.00"Itt 12.00 #fft 1943.Ibs 20.33 ft ••• • • • • •• ••• •• • •s• • • • • i• • • • • • • • •• • • • • • s • • • •• •1943.�Ibs• • ••• ••• RI:max = - 1821.020 Ibs Mmax = 0.00 in -k at 20.32 ft from Ieft Dmax = 1.9811 in at 10.16 ft from left Rr.max = - 1821.020 Ibs OA) -1.37 -2.74 -4.11 -5.48 -6.85 -8.22 E -9.59 0 M -10.96 B e ttt$io •. •• ••• • • • ••• •., • • • •• •• • • •'• • • • • • • • ••••••• • • • • 1nts .96 .00 04 6.08 11.12 14.17 14.21 1:.25 1: .29 20.3 Location (ft) Rpmlinn Mnmpntc 1.90 1.52 1.14 0.76 0.38 0.0 8 -0.38 -0.76 69 -1.14 -1.52 -1.90 Roam ' hoar Deflection (in) 1.98 1.78 1 58 1.39 1.19 0.99 0.79 0.59 0.40 0 20 .96 .00 .04 8.08 10.12 12.17 14.21 16.25 1:.28 20.3 Location rftl .06 Ili f 1r•rtinn .00 6 .04 8.08 1 .12 Location r'ftl 1 .17 1 .21 1 .25 11.28 20.3 2 4 6 1¼T\\XVC Nelson Walters Consulting & Specialty Engineering Services, Inc. FBPE C.A. #9655 December 19, 2006 BODIN CONSTURCTION. 1529 N.W. South River Drive. Miami, FL 33125 Attention: Mr. Eric Bodin. Subiect: Invoice for Additional structural calculations and revision of approved roof framing plan due to changes from truss framing to wood beams and rafters framing for the project: "New Addition to Mr. & Mrs. Gerson Residence. ", located at 290 Grand Concourse. Miami Shores, Florida. Pursuant to your request, NWCS Consulting & Specialty Engineering Services, Inc. is pleased to provide you this invoice showing the outstanding balance for the Structural Engineering services rendered for the project mentioned above. Itemized bill Service Date Time Rate /hr Rate /visit Amount/Sal Site visit to gather information 11/27/06 2hr — $250.00 $0.00 (Courtesy disc.) Revision of wind Analysis, calcs. for new wood beams and Rafters, and design of additional roof connectors. 12/01-15/06 10hr $150.00 — $1500.00 Revision of structural roof plan and additional structural plan with details for new roof connections. 12/01 -19/06 15hr $40.00 — $600.00 TOTAL BALANCE: $2100.00 Note: Please make check payable to NWCS Consulting & Specialty Engineering, Inc. NWCS Consulting & Specialty Engineerin Servic • e s, P.E., Principal Design / Inspection / Investigation / Testing & Reports 493 N.W. 27th Ave., Miami. Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson @structuralpartners.com www.structuralpartners.com Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0.5-- /35-7 Job Name C? er0.0,2 Date PI 2‘./o STRUCTURAL CRITIQUE SHEET (v O' Sh , 5 - a 2 / �7e 7ri f 5 J 5%o" der,h b( s e e1 ,: (.t0 ? ) • Pe'4,J a/ ry y�. RGi,J Gon nt c T l at1 To /ti & e 13'er uuli e v4 l S r Si3 a .Yre c./ ,c:,e el ? >71 rtv- evv Ra of 6,44444'41 14414,4 ExI »o! ete" ‘eocQL? 112 S /6Lc, Liow 71Ae p 5 is are 51,(4 tip dr fed . ,floes "C' ye down I He floor? Pooh "9 t ,i,tehp4,Tral 11147 )f" • -. • ••• • • • • • • • • • • • • • • • • •. ••• • • •9.. • • • ••• • • • • �,�A�SS ,(.? ^ //A./ •.• • • • • • •• • • _-•- -• • • • • • • • _•__: • • • • , fi;ff;./O c atJCcDC// ..S E. .3 4,S,°/-1,14.7 r�Q�4z� _ •• • •,..;• ..• • ... , - • (• •. " •� • • • i• •i _ ^ / 0 0. OCR • c",V / •••• : • cr. •,. e • ; • •• • F t/G 44 4/4- 60 /N CQNG. • • i , • ••• • • •s• • • :•••• • • • ••• • • . • • ••• • ••• • • • cR� This property. described as: • • LoU en and 13, Block 46 • •� • �• • � .• • • i • • AT, : z 4DED PLAT F ' I AMI' • ••• .•• •.• SHL►1iS• S_ CTION NO. 1, according to the Plat thereof, as recorded in .•• ••; �•�Plet.t look 10, Page 70 •• •• ••. • •c,f ttie Public Records of • • • • • • MRlmi'- -bade County, Florida. • e 0 0 00 4./0' 200 /od ONE �� S�t1E /� C•,E r ?( c f l0/ p0 9 O/ 1' LO j 0 0 ,11 t,2� FE/UCE U " 0 • Y,==>t 4_ ¢OG -D m0 (cs LUT , PROPERTY OF Grand Concourse, Miami Shores, Florida 4�. a4"cci AS��HA4_ 02o.4L- i • I/0T G /,4AJ7 P/LE • A BOUNDARY Swt+lEr I HERESY CERTIFY TINT THE s ROME SENT ED MENE 1EEIS THE MINIMUM TECHNICAL LET FORTH 8Y THE MRS LA/40 SURVEYORS N CHAPTER 81617 —e FLORIDA AIMAINSMINTIVE CODE PIIRSUNY 'a SECTION 472 7. FIA. STATU- TES. OVEALAPS. EASEMENTS APPEARAC ON THE PLAT OTHER SHEMIN /NEB. POn/ 4 C44 RCN= MIOF. SUMMON ANC LANNES AND GARCIA, INC LB /2098 SURVEYORS— MAPPERS —LAND PLANNERS OFFICE AVENUE. SAL cAELEs. Ft.G 0+ 33134 6118 -71101 (11s4) 523-455 03 FIELD MIE 0 SCALE , 3 DRAWN BY �. 1532' 4 MMIMMW • • 00. • •• •• ••41 00 •• • • • • • • • • • • • . 0 . • • • . • • • • • • 0041 • • • • • • 4141. • ▪ • •. • • • . . • • . •4141 • • • • • • • •. • • . • • • •. • 41•. • • • • • • • • • • • • • • •S* • • • • .. '• • .• ' '' 4141. :4141 4141• • CITY o5\5-1 . • 4141. • • .0 • 4141. • • • .. • •• •• • • • • • • • • • • ... • • • • • • • 41 41 . •.. • • ••• • "lo : • • . 19 . .;.... • • • • . . . ... • . • . . 411 • • • • • •.• ... • • • • • • • • • • • . . .00 • • * • • • • • . • • • • • • .. 4141 4141. • Miami Shores Village Building Department tAi 1std4Wenite Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET /3r7 // y /b? Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 MIAMI DADE BUILDING CODE COMPLIAN 1111:1. . 0i5 .0 r, froi 0 2006 �. PRODUCT CONTROL DI PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C-740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17 /02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • •• ••• • • •• •• •• •• ••• •• •• ••• • • • • • • ••• • -thAmi4DE'OUN� t � F1 IOLDRIIDNA • . • PTRO -AbE 1?I.& R • G 1' i' Sir FLAGLER.SIPREE'rogUlir1603 MIAMI, FLORIDA 33130 -1563 •• (305• • ) 375 -2901 FAX (305) 375 -2908 • •• ••• •• • • •�• • • .. •• • • • • • ••• •• NOA No 03- 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 PGT Industries • • •• •• • • • • • • • • • .•• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • ••• ••• • • •• •• • • • • • • •• • •. ••• • • NOTICE OF ACCEPTANCE: EVIDENCE S�UBl�II'1 T I) •. • A. DRAWINGS • .• ••. • • • • • • • • • •. • • •. ••• • • • •• ..• .• • • • • • • 1. Manufacturer's die drawings and sections. • • • • • ••• • • 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas Turner, P.E. • • B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 02- 1224.02 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Manuel Pe ' .E. Product Contro 1� ner NOA No : - 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • ... • ••• PGT Industries ; • •' • • • • • • • • • • •• ••••„ • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE UBM1TTLD ' • • • • • • •• • • • •• ••• •• 4. Test reports on 1) Air Infiltration Test, per FBC, TAS N:12.:-§? • • • • • • • • 2) Uniform Static Air Pressure Test, L'dading'perl�'BC:`AS•202'94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM -E -1300 Table, dated 6/6/03, prepared, signed and sealed by Lucas Turner, P.E. Complies with ASTM E1300 -98. Submitted under NOA# 02- 1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Submitted under NOA# 02- 1224.02 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. 1-(IL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6/03, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1224.02, issu- • to PGT Industrie Aluminum Casement Window, approved on 5/ . 2/13 . nd ex / / /.. E -2 /08. M : i ueI P j' Product Contra ner NOA No ' . 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB, D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" x 0 x UNCLtUFU. u I to 0 x UNEQUAL LITES I:VKNtK BUNS I KUL. 1 IVN lU EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, X0, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E.F. - • •, n -i • - 4. F. FOR a a "XOX" & "O" CONFIGURATIONS SEE SHEET 5. G. FOR 1-14 °XOX" & "XO" OR "OX° CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, °XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3° APART AT MID-SPAN • • • • • •• • NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGI4 • • • • PRESSURES IF USING 3116" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND FTL -3729 •••• • • •••• • • • • •• • • • • • Rend,* F.K. Bete: 3/17/03 A REVISE ANCHORAGE NOTE Remdea F.K. 3125/03 Revab": ADD 13/16"LG. & MOVE GLAZING DETAILS TO SHEET Aand07. wm Re* C NO CHANGE THIS SHEET Baton By F.K. 12/17102 c1°cmeey Bete: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 113c;_lE Visibly Better Desabarc NOTES AND TAE • OF CONTENTS • • • BL • ALUMINUM CASEMENT WINDOW, IMPACT #en°4leeM CA.740 NTS 12 7045 -8 PRODINiirti ' SED es cmMPlying wit O& Florida BaWing`Nite Acceptance No Icarian Dill •••• • • \ •••1 • • • • ••••• •••• • • •••• • • A•ILmes. P.E • PER5B201 Mechanical • . •• • • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 00 3/8° AIR SPACE 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT 1---- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8° HEAT STRENGTHENED GLASS 13/16" I.G. GLAZING DETAIL .65" NOM. GLASS BITE • • • • • •• • • •••• • • •••• 000000 • • •• •• • • • • • PRODIKONRW11SED al c*ap+31Dg wi1•dae Florida • AcRPm,arD n" • •••• • • •• • • Asad Y• Pate: Revisioarr F.K. 3/23/03 B REDRAW GLAZING DETAILS 8 ADD 13/16'LG. Aw«ad9" Cero: FK 7/10/03 Farad 97 Oab: newton 9av0bru NO CHANGE THIS SHEET Draw Br Oak, F.X. 03/25/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 II T Visibly Better GLAZING DETAILS • • •. ALUMINUM CASEMENT WINDOW, IMPACT 9°WD"U4 CA -745 NTS 2 m 12 mawww. 7045 -8 •••• �• • • •G• ti • • • • •••• • •••• • • Lu!49 A•Tumwr, P.E. • • PO 58201 Mechanical • • • • • MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) HIVLit1ur IJC 1 /AIL 1 / TYP. (2) 7° 4" MAX. 4" MAX. 13° MAX. O.C. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30° MAX. --DAYLIGHT -- OPENING SEE MID-SPAN ANCHOR DETAIL TYP. (2) — 4 13" MAX. O.C. 4° MAX. t 4" MAX. --- 134" MAX. WIDTH 53" MAX. DAYUGHT — OPENING 1 " 1 4" MAX. / X SEE M ,EETING RAIL.bETAIL TYP. (2) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT i 4" MAX. 1 141/2" MAX, O.C. TYP. 30° MAX. DAYLIGHT- - OPENING F F ELEVATION "B° - 63" HIGH "XX° (SEE SHEET 5 FOR PRESSURES) A NOTE: "X° PANEL MAY SWING IN EITHER DIRECTION 0 \ 13" MAX. O.C.---1 37" MAX. 60" MAX. FIXED VENT TYP. 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT • • • • • •• • • • • 1--- -- 141/2" MAX. O.C. VENT HEAD & SIW,•Qpp.Y • • SEE MEETING RAIL DETAIL TYP. (4) • • • • ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) • • • • • PRODUCT REVISED as rnmplyleg with the Florida Dawisgcsls Avaptaaee No -0 -U. t aquae Div • P'aloet Couteol • •••• • 2 ••• • • ••• • • R"a"e.. F.K. Offic 3/17103 Rretsbetre A REVISE ANCHORAGE R-"7/ sr F.K Oats 3/25103 Reviebvm: CHANGE SHEET NO. REFERENCES Rra°el FK Ozer 7/10/73 R..xuie ADO HINGE LOCATION DETAILS omala" F.X. 0aFx 12/17/02 Cemm"er Dam: 1070 TECHNOLOGY ()RIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 94274 Pc-�T Visibly Better "XX" & ?COX" ELEVATIONS • • ALUMINUM CASEMENT WINDOW, IMMCT • CA-740 NTS Shrt 3 a 12 7045-8 C • •••• • • • ,"?/(141/o2 •••• • LuaaA•Tume(, P.E. • • PE'56201 Mechanical • • • 00000 a• • • • •••••• • • • ANCHOR DETAIL SHT. 3 TYP. (2) C 13" MAX. - 0.C. 4" MAX. 65° MAX. DAYLIGHT OPENING HNl:t1UK DETAIL SHT. 3 TYP. (2) 72" MAX. HEIGHT L I 141/2" 4" MAX. MAX. O.C. ELEVATION "C° - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) A. HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 141/2" MAX. O.C. VENT HEAD & SILL ONLY 13° MAX. 0.C. 4" MAX. 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 1 • l I 141/2" 4" MAX. MAX. 0.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT -i OPENING �- DAYLIGHT OPENING DETAIL SHT. 3 TYP. (4) 13" MAX. - 0.C. L 4" MAX. DAYLIGHT OPENING 0 63" MAX. HEIGHT 4" MAX. -J ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) 1. -I 13" MAX. 0.C. ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING MAX J 0.C. 4" MAX. 4" MAX. 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) �+ - -x-13" MAX. O.C. 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PREE°SURE • • • • • •• • SEE MEETIIQQ • • • • RAIL DETAIL 61614.46. TYP. (2) •••• • • •••• • • •• •• iaeder FA 1> FA Aeveey FA Ogew 3/17113 3/25/03 AeMewrc A Rerkbartec REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES 7/10/03 aevmmm ADD HINGE DETAIL 8 HINGE LOCATION NOTES D Sy: F.K. O"" 12/17/02 o.r4.e F.K. ma 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O, SOX 1525 NOKOMIS, FL 34274 PG" Visibly Better JC", O ", "XO" & OX" ELEVATIONS : „,• ALUMINUM CASEMENT WINDOW, IMPACT • SerlasilkOet CA-740 Sow NTS m 12 u.:ro"e. 7045 -8 C •••• • • 740/07 • • •••• • • Leans A•fumer, P.E.• • • PE•55201 Mechanical •r • • B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26.500 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32.000 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 36.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -70.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -75.0 -49.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -75.0 70.0 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH - 90.0170.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) WIDTH 37.000 "XX" WINDOWS GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) HEIGHT TEST REPORTS: FTL -3582 A 26.000 NEG POS -75.0 70.0 31.000 NEG POS -75.0 70.0 36.000 NEG POS -75.0 70.0 38.375 NEG POS -75.0 70.0 43.000 1 48.000 1 50.625 1 54.000 1 57.000 1 60.000 I 63.000 NEG POSINEG POSINEG POSINEG POSINEG POSINEG POSINEG POS -75.0 70.0. -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 -58.0 58.0 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 53 4 47.7: 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 39 is 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: B. 5/16" LAMI (1/8"HS "XX" WINDOWS TEST REPORTS: FTL-3582, FTL 3729 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.0170.51 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16'A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 • • • NOTE: IF USING 3/16" TAPeilltitift #12 SCREWS DESIGN PRE.§§UPIE FOR ")0:" WINDOWS IS LIWTED;15: moat. 949, F.K 3/17/03 Rowel- F.K. Ro ey FIG REVISE TABLES 1 AND 3, CLASS TYPEA 0fl 325/03 Aavbbs B Dam 7/10/03 & Mare: ADD GLASS TYPE E TO TABLES 16 4 NO CHANGE THIS SHEET Data: Dawn 87 Dew F.K. 12/17/02 GwkedeY 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P Vatb/y Bette. PRESSURES- X & )0C CONF1G. WINDOW, e_ ALUMINUM CASEMENT WINDOVV, IMPACT CA -740 NTS 7045-8 PRODUCT REVISED as eadlplpiRt•fth Me Reticle COlIC Acceilltikita • • 000000 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS • TEST REPORT: I1380 GLAZING OPTION: D. 7/16" LAMI (3 /16 "HS,.090,3 /16 "HS) Renal BY: AVx F.K 3/17/03 deY F.K ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH I 84QL7p1) 0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as compt)iag with the Florida Deidlag Code Acreptaste No 0 , t:. d4ikl64te • • D�1.i. M,m �- ¢•Product Y" i+ •• • • •• • • • a A REVISE TABLE 6 GLASS TYPES A S C ADD GLASS TYPE E TO TABLE NO CHANGE TH1S SHEET abated Dab batax 03 Rarlslenx Date, 7/10/03 0...By: rmc F.K. 12117102 Aerkoom Rem: 147 FK 0 1070 TECHNOLOGY DRIVE KOKOMO, FL 34276 P.O. BOX 1629 NOK0616, FL 34274 PST Ws -lbly Better PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFla WINDCVS rmr ALUMINUM CASEMENT WINDOW, IMPAC! • • 7045 -- • c SalasAbrlat Silvek 6 m 12 CA -740 NTS •••• • • • • •• •• • • • • • • 'MIA. Tumor. P.F7 • • • • •••0 866201 • • • gphBraca C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.6 74.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 39.500 A -75.0 70.0 -75.0 70.0 -67.8 67.8 - 62.1 62.1 -55.7 55.7 -49.8 49.8 - 46.9 46.9 - 43.6 43.6 -41.1 41.1 - 38.6 38.6 -36.5 36.5 79.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 A -75.0 70.0 -75.0 70.0 -82.4 62.4 - 58.4 58.4 '- 63.3 63.3 -56.4 56.4 - 53.4 53.4 -50.0 50.0 - 46.9 46.9 - 44.3 44.3 -41.9 41.9 84.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 90.000 A -75.0 70.0 -70.3 70.0 - 58.0 58.0 - 54.6 54.6 -59.3 59.3 -53.6 53.6 -50.9 50.9 -47:5 47.5 - 44.7 44.7 -42.1 42.1 - 39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 - 89.2 69.2 48.000 A -75.0 70.0 - 85.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 - 40.4 40.4 -38.4 38.4 96.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 50.500 A -75.0 70.0 - 60.8 60.8 -51.3 51.3 - 48.3 48.3 -52.7 52.7 - 48.7 48.7 -46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 101.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 -83.5 63.5 -60.5 60.5 53.125 A -75.0 70.0 - 58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 - 46.1 46.1 -44.2 44.2 -42.2 42.2 - 40.1 40.1 -38.0 38.0 - 36.2 36.2 106.375 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 -66.5 66.5 - 63.0 63.0 -60.0 60.0 - 57.3 57.3 54.000 A -75.0 70.0 -58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 - 35.9 35.9 108.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 70.0 - 65.4 65.4 -81.8 81.8 - 59.1 59.1 - 56.4 56 4 55.500 A -75.0 70.0 -57.1 57.1 -46.4 46.4 -43.3 43.3 -47.5 47.5 - 43.9 43.9 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -37.2 372 - 35.4 35.4 111.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70.0 - 68.4 68.4 - 63.6 63.6 -60.1 60.1 -57.5 57.5 - 54.8 54.8 57.000 A -75.0 70.0 -56.2 58.2 - 44.8 44.8 -42.1 42.1 - 46.2 46.2 -42.5 42.5 -41.2 41.2 -39.8 39.8 -38.5 38.5 - 36.7 36.7 - 34.8 34.8 114.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 - 69.6 69.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -66.7 68.7 -61.8 61.8 - 58.7 58.7 -55.9 55.9 -53.2 53.2 58.500 A -742 70.0 -55.0 55.0 -43.4 43.4 - 40.9 40.9 -44.8 44.8 -41.3 41.3 -40.2 402 - 38.7 38.7 -37.6 37.6 -36.1 36.1 44.2 34.2 668:4 117.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 43g.g C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 - 64.9 64.9 -60.4 60.4 -57.3 57.3 - 54.5 54.5 -51.6 33.1;33!7 4i.4 51.6 .8.7.4 60.000 120.000 A -72.9 70.0 -53.4 53.4 -42.2 422 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 392 -37.6 37.6 -38.7 36.7 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -5Q.Q 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS • TEST REPORT: I1380 GLAZING OPTION: D. 7/16" LAMI (3 /16 "HS,.090,3 /16 "HS) Renal BY: AVx F.K 3/17/03 deY F.K ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH I 84QL7p1) 0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as compt)iag with the Florida Deidlag Code Acreptaste No 0 , t:. d4ikl64te • • D�1.i. M,m �- ¢•Product Y" i+ •• • • •• • • • a A REVISE TABLE 6 GLASS TYPES A S C ADD GLASS TYPE E TO TABLE NO CHANGE TH1S SHEET abated Dab batax 03 Rarlslenx Date, 7/10/03 0...By: rmc F.K. 12117102 Aerkoom Rem: 147 FK 0 1070 TECHNOLOGY DRIVE KOKOMO, FL 34276 P.O. BOX 1629 NOK0616, FL 34274 PST Ws -lbly Better PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFla WINDCVS rmr ALUMINUM CASEMENT WINDOW, IMPAC! • • 7045 -- • c SalasAbrlat Silvek 6 m 12 CA -740 NTS •••• • • • • •• •• • • • • • • 'MIA. Tumor. P.F7 • • • • •••0 866201 • • • gphBraca 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 467.7 67.7 - 64.9 64.9 - 62.7 62.7 - 60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75A 70.0 -75.0 70.0 -75.0 70.0 - 66.4 684 -63.9 63.9 - 60.0 60.0 58.5 58.5 - 56.2 56.2 -53.4 53.4 64.000 98.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 58.9 58.9 - 56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 87.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TABLE 9. (BASED ON 1/4° TAPCONS OR #14 SCREWS) "XO" or 'Or & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 83.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3H6"HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 83.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "X0" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Rowney F.K. 3/17/03 A REVISE TABLE 8, GLASS TYPE Render F.K Rene By F.K. Denney E:K 3/25/03 nom: 7/1070.3 o.oc 12/17/02 Revisions: e Revisions: C a,.oweey ADO GLASS TYPE E TO TABLE 9 NO CHANGE 714I5 SHEET Dm 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM/S, FL 34274 PST Visibly Barer • • • • • • •••• • • •• •• ••• PRESSURES- XO, OX, & 1/3- 1/3- 1/3X01 Wh D4WS tms ALUMINUM CASEMENT WINDOW, TPA? s.+..mea.e 704511• ra CA -740 NTS 12 X 0 0 X PRODUCT REVISED us complying whit the Fluids Bolding Coda A- 'e'19pS2 No •••• • • • • •• •••• • `7.4o /a- • • • • • Lucaa A. Turret P.E••••• •••jPE#58201 • • • • 1F 1anI 69.264 19.125 31.014 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 86.919 24.000 38.919 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 95.973 26.500 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 108.649 30.000 48.649 A -75.0 70.0 -53.5 53.5 -50.4 70.0 50.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -54.5 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 -63.1 63.1 115.892 32.000 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 36.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 UNEQUAL LITES 0 UNEQUAL LITES C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 58.8 35.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 61.0 -58.4 58.4 123.135 34.000 55.135 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 .43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 130.000 35.896 58.209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 67.3 40.4 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 -38.9 38.9 -37.7 37.7 -36.2 36.2 -34.3 34 3 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 54.7 -51.9 51.9 130.378 36.000 58.378 A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 36.1 -34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 134.000 37.000 60.000 -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 -33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -63.3 63.3 -59.1 59.1 55.9 -53.0 53.0 XO" & ..or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. • TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTN11W580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.00(r MAX. FIXED WIDTH AND 1.§ed, ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.00(r HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH PRODUCT REVISED es complying with the Fkolda &Wing Code • • OP • '70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "X0' OR "Or AND °X0X" WINDOWS IS LIMITED TO 41.3 P.S.F. Mmader 044m Fit 3/17/03 mmW WE Fit 3/25103 Pastier P.k. Drm Oa. PK. 12/17/02 A Aevegrug Mocked By REVISE TABLE 11, GLASS TYPES A & C ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHF-ET 1070 TECIPSOLOGY DRIVE NOIC01141S, FL 34275 Visibly Better PRESSURES- UNEQUAL CONFIG. X0, an 10X Tan ALUMINUM CASEMENT WINDOW, IMPACC NTS Sheet • • • I ® UI'tNINt9 O IF (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE "XX' FRAME ASSEMBLY DETAIL, SHEET 10 MAX. VENT II«' ? DAYLIGHT OPENING ---I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT W W W L MAX. VENT O DAYLIGHT OPENING j (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X • • • • • •• • • •••• • • •••• • • •• •• PRODUCT REVISED as cempiTiug with the Florida Duidiag Code A Rawl 13y: r:x 3/e 3/17/03 A NO CHO THIS SHEET Reader F.K. paw 3/25/03 ReAdat 8 ADD 13/16•LG. GLAZING BEAD ITEM Render F.x *mangy F.K. Ow 7 /10/03 hew: 12/17/02 Revisions: C SHOW TOP HINGE Ch.mader: D. 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pc �T Virib& Better SECTIONS • • • • • ALUMINUM CASEMENT WINDOW, IJMMPACT wax Sheet arrow • • a CA-740 NTS 9 a 12 7049080 a Rev C • •••• • • • *%%O /o3 • • • • • •• •••• • • • *Lear 8. Turner, P. PE 658201 • • • • •4u ,2Ncal • • • • • • • "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL 11 SASH I•HAMt 101' OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 34" 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A L2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A 3.544" .062" NOM. • • • •• • • 0 FIXED FRAME HEAD, SILL, JAMB • • • • • • MAIL: 6063 -T6 •••• DWG# 7005A • • •• •• PRODUCT REVISED es complying with We Florida Bidding Cade Acceptooce No , I • oa e _ 4"j'.. i ,, , • • d. .:., l • • • • SY • •• • • ••• • Rem 1By: F.K Rea.," F.K. Row* By: F.K. 3117/03 Dow 1125/03 Vats: 7110/03 By F.K. 12117/02 A Re —. B 58— Medal Els REVISED FRAME ASS'YDETAIL SCREW SPACING NO CHANGE 77-11S SHEET NO CHANGE THIS SHEET oars: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O.BOX 1525 NOKOMIS, FL 34274 PST visibly Bette. EXTRUSIONS & ASSEMBLY DETAILS • ALUMINUM CASEMENT WINDOW, IMPACaT Sea.* CA -740 NTS 10 d 12 awrvret • • •B 7049 • C •••• • • • e.:,70/ 3 • • • • • • • •MN 5, Tumer. P.@ PE 858201 • • • • • •M� wNvet 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 #I0- 24X.562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X.375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & R.H.) 22 7858ZA #8 X 5/8° FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 710xI2FP #10 X.500 PH. PHL 30 5/16" LAMINATED (I /8A & 1 /8HS GLASS) .090 INNER LAYER- SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1 /8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 33 7/16° LAMINATED (3 /I6HS & 3 /I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5 /16") 41 7042 GLAZING BEAD (7/16 ") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899 OR 995 45 PARABOND 46 1634 6I63K SETING BLOCK SO 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTWB #8 X .500 SQ. PN. TER SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712XIPPT #12X1 "PH. PHI.TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE 13/16" 86 LG. GLASS (1/8"HS,3/8 "AIR SPACE,5 /I6 "LAMI) 5/16" IAM1(2 LITES OF 1 /8"HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706 " - -�---"-( .050" I .865" O5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .050° I11LI .865" 4)7/16" GLAZINGBEAD MAIL: 6063 -T6 DWG# 7042 .040" 1.000" ,423" I-.— 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 —►� I--- .172° .870" II .050" I F--- .569" 85 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" ---) 1.124" I--- 993" 289" .040° J INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 2.701" • • 093" • • • •• • CASEMENT FFSVIAE: •• ASSEMBLY TM@'' • • MAIL: 6063 -Ti • • • DWG# 7004% • • • •• •• • • PRODUCT REVISED s complying with the Florida Bolding Code s eafansD Na •• • • • Mmdar F.K. Render F.K Dote: 3/17103 325103 Reedisisna: A B NO CHG THIS SHEET ADD 13/16" LG. GLASS & GLAZING BEAD FiC thawnW F.K. De" 7/10/03 12/17/02 c Gbedadar NO CHANGE THIS SHEET 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 PGT Visibly Bauer PARTS LIST & EXTRUSIONS •••r.• • • • • • nor ALUMINUM CASEMENT WINDOW, IMPACT a.".ne.t am.: °mom . • • GA-740 7045'-8' C NTS 11 ot 12 •••• • • • ••• ` -i•••• • • •..!4./ 3 • • • •••• • • • ••c& A Turner, P.�•••• • • • -•1 • • • • • • • • • • • Tr* 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4° MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) III 1IuIIa1, 1p,1,U1„H11111111111. NOTES: 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE _1 11/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/2" M N. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. • • • • • •• • • •••• • • •••• 8e■40 F.K Dale: 3/17/03 A ADDED 914 SCREW OPTION 0e* 3/25/0.3 aster 7/10/03 y17/02 Rabb": 8 ae4ebw• &oak:8y NO CHANGE THIS SHEET NO CHANGE THIS SHEET re . 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PST Visibly Better ANCHORAGE DETA /LS • • ALUMINUM CASEMENT WINDOW, !4°j4, S.rrnea° CA -740 NTS 12 m 12 047"1 • • 7046 C • PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No !' Date MAW/26r/r, —` PtwdwctCoatml/ • •• • • • • • • • • •••• • • • •• •• •• • • •••• Lucas A. Turner, P.E. PE 958201 • • • S4techantool •• • • • • • • •• • •••• • • • • • • • • • •••• • • • • • MIAM IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• • • •. • • • • • • • • • • • • • • ••• • • • • • ••• • • • 0 • •• • • • • • • • • ••• • ••• NIIA 4I -DADE COUNTY FLORIDA o ME Q- E VR rUI rQ • 0 140 WEST ]LGLEit STICEICT,SL TE • MIAMI, FLORIDA 53130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 .. • • • •. ••• •. • PGT Industries 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 1"x Heavy Wall - Aluminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion ", sheets 1 through 6 of 6, dated 04/28/00, with revision "A" dated 05/03/04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0701.09 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • . • • • • • • • • • • • • • • • • • NOA No 04- 0528.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 Page 1 PGT Industries • • •. • • • 1 ••• •• •• • • • .. •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • ••• • • • • • • •• • • • .• • ••• • • •. • • • • • • • • • • • • • •• . • •• • •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'141iD•. • •. • • • • • • • • • • • • • • • • •• • • • •• ••• •• A. DRAWINGS • • • • • • 1. Manufacturer's die drawings and sections. • • 2. Drawing No 6621, titled "1" Heavy Wall Mullion ", Sheets 1 through 6 of 6, dated • • • • - 05/26/04, with revision "A" dated 05/03/04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No.141'L -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 01- 0323.02" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a 1x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 01- 0323.02" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a ix 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 01- 0323.02" C. CALCULATIONS 1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08/20/00, revised on 5/24/01, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 01- 0323.02" E -1 Manuel Per Product Control NOA No 04-0 .05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 PGT Industries • • • •• • • • ••• .• •• • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •.. • • • • ••• • ••• • • • • • •• • . . • • • . • . • • •••• • • • . • .••• • NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT.D. • : • • • • • • • • • • • • • •• • • • •. ••. •• D. QUALITY ASSURANCE . 1. Miami Dade Building Code Compliance Office (BCCO). • • • • •• .. • • • ••• • . E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 01- 0323.02" 2. Statement letter of no financial interest, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 01- 0323.02" 3. Laboratory compliance letter for Test Reports No. 1-41 L-2902, kT'L -2903 and F!'L -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 01- 0323.02" G. O'T'HER 1. Notice of Acceptance No. 02- 0701.09, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/12/2002 and expiring on 06 /28/06. 2. Letter from consultant stating that the product is in compliance with the Florida Building Code (PBC). E -2 Manuel Per Product Control amin r NOA No 0, !• -; 15 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 ANCHORS: TYPED", C" OR D° BOTH ENDS TYP. MULLION ANCHORS: TYPE. C" OR D° BOTH ENO?' W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = W OR W1+W2 MULL LENGTH = H GLAZING PRODUCT 72 TYP. MULLION GLAZING PRODUCT H1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, 5 AND 6 A 2. WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: TYPED, C" OR D" BOTH ENDS Hw1 W2 W W = W1 +W2 H = H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M 1) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1+W2 MULL LENGTH = H1 1 Robert a k, RE. PE #39712 Structural ANCHORS: TYPED", C" OR D BOTH ENDS 1 'II GLAZING PRODUCT „ H rW TYP MULLION GLAZING PRODUCT f TYP. MULLION GLAZING PRODUCT I f1i 4W GLAZING PRODUCT Hw1 W2 W W = W1 +W2 H = H1+H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M 1) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1+W2 MULL LENGTH = H1 1 Robert a k, RE. PE #39712 Structural ANCHORS: TYPED", C" OR D BOTH ENDS 1 'II I GLAZING PRODUCT .� �. rW TYP MULLION GLAZING PRODUCT . —t (�1Q GLAZING PRODUCT : . —,r GLAZING PRODUCT 1 W W = W1 +W2+W3 H m H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL L E N G T H = H1 PRODUCT REVISED aseemptying with the FThriih N 28 05 • • Egisaa _De• • • • • • • • • • !/ !.._ • • • TO BE USED ONLY WITH PGT INWS'1 RTES PRObUCTS • • INDUSTRIES Raved By Coto: Chkd By: Date ; - - F.K. 5/3/04 A•MDTATION • • •_.• • • act 4/28/00 Dna. By: P.J.P. • • • • • Description: • • • • • 1 " HEAVY WALL MULLION ARRAt 'E11AENT r1Et1&7. 1070 TECHNOLOGY DRNE P.O. 90X 1529 —NOKOMIS. FL 34275 NOKOMIS, FL 34274 Series /Uodeh MULLS X •sR '1 a•6 • • • • • •• • OroMng No. • ••6621 •••• • •• `ksr ••4. • • •••• • • • • • V - CNRWNGL ANU INSTALL AS SHOWN 112 1 FASTENRS9 /) MUST BE DADE COUNTY APPROVED. SEE NOTE /1 TYPICAL MULLION TO MULLION INSTALLATION TYPE A" WOOD BUCK 2 MIN. r__2" OR 4 °--1 28 +TY 1 ) MIN. 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 11 12 WOOD SCREW (199/) MIN. i PENETRATION INTO WOOD BUCK. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "8". NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS PEQUIRED SEE SHEETS 5 & S. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'0 FOR YOUR SPECIFIC APPLICATION. ieRobert L. CIar1 k, P.E. PE 439712 Structural /nrcnrtnt corn EACH OTHER) SEE NOTE 11 MIN. t" TAPCON (2481) '•. MIN. 1} PENETRATION two CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C", 2 MIN. OR 4 "-1 /12 F.N. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MW. 11g" TAPCON (246/) MIN. PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY :•.APPROVED. SEE NOTE /1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE D ". • • • • • •• • • • No 0 • Date PRODUCT REVISED itamlying with the Florida de Product- • •• TO BE USED ONLY WITH PGT INt)U5•fPP/ES PRODUCTS • • INDU ES Rend By: F.K. Date: 5/3/04 Chkd 8y: Dote: Red• •• A•- ADD NOTATION • Drown By: P.J.P. 4/28/00 •••• •• • •• .• • • • • r•••• • • Descrlptlon: • • • • • 1 " HEAVY WALL MULLIOIr&•CLIP IN5'IAL?ATION 7YL?ATe 1070 TECHNOLOGY DRAE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS. FL 34274 Banes /Madek MULLS set eft • tX tot•`j • • • • • •• • Orawrq N,, • • •6631 • •••• ••• *we • • �A• • • •••• - • • • • • IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND F1ND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 's1' 1 x 2 x 4 11 1 x 24 x gT i{ 1 x211x�1 1J 1 x4x> 4 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG # 1099 MIN. FROM ENDS (TYP) 3-1 I�A' --I 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG Or 1099 -14 MAX. 1" MULL CLIP THREE (3) ANCHOR LOCATIONS EXTRUSION DWG I/ 1099 g MIN. FROM ENDS (TYP) 1 1" MULL CLIP W/TABS REMOVED THREE (3) ANCHOR LOCATIONS EXTRUSION DWG # 1099 jeRo L k,P1~ NOTE; PE #39712 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Structural 6 MIN. 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG # 1099 MIN. FROM {� ENDS (TYP) I 110 —14 MAX. 1" MULL CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG # 1099 1" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 1099 PRODUCT REVISM:i" as eom411ylne with the Florida Maths Cede Mapes= N. 04- Date: Irstatraaaa Date 1 ENDS (TYP) -o- -0- $- e---e -- 1" MULL CLIP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 1099 •8•• • • • •••• • A TO BE USED ONLY WITH PGT INVUSTRIES ;IIOQCJJ,TS • • Revsd By: F.K. Chkd BF •• • r INDUSTRIES Dote: 5/3/04 Date: Revision: a • ova YbTATION • Drawn By. P.J.P. /21/01 Description: 0041• • • • •• •• • 0418• •00• ANCHOR LOCATIONS • • • • • Title: • • • • • 1" MULLION CLIP • • 1070 TECHNOLOGY DRIVE P.O. SOX 1529 NOKOMIS R. 34275 NOKOMIS. Fl. J4274 Series/Model: MULLS 4? • • 3.f 6 •• •• • • • • • •• • Drawing f✓E. •••• • 6621 ••••i4r •••• • • 4141•• • • • • • 3 8 4- 1 f 141 8 3 8 1 4- NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 8 21 32 4-` 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 Robert L. d7ark P.E. PE #39712 Structural 3 8 1 4 4� PRODUCT REVISED as comptyrg with ea Feria &rift foie ce N 0 - 05 • • EOato_2ulb• • • • • • • • O7 • Nam Ofada l•odact • • TO BE USED ONLY WITH PGT 111411. 1?IES PRODUCTS FtT INDUSTRIES Roved By: F.K. Dote: 5/3/04 Chkd By: Oats: Drown By: P.J.P. Aar /4/00 A-Plf .•1'OTAT10N • • • • •• •• • • • • ••••• • • Description: • • • • • 1 " HEAVY WALL MUtt/41V PROFILeS 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS FL 34275 NOKOMIS FL 34274 Ser m/Liodek MULLS sap 7•x•4.„6 Crowing No. • ••6621 ••• • A. • • •••• • • • • • •• • •••• • • • • • MULL LENGTH IN INI 63 58 49 44 40 37 35 34 34 34 34 66 50 43 38 34 32 30 29 28 28 28 72 38 32 29 26 24 22 21 20 20 20 76 32 27 24 22 20 18 17 17 16 16 78 30 25 22 20 18 17 16 15 15 - 84 24 20 17 16 - - - - - 90 19 16 - - - - - - - - 96 16 - - - - - - - - - 108 - - - - - - - - - - 111 - - - - - - - - - - 144 - - - - - - - - - - 1x2.75x.375 3/4 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 170 X170 1701170 1701170 1701170 1701170 1501170 1701170 1491170.149 1701170 i 170 1701170 1491170 1701170 1491170 1701170 1491170 1701170 1701170 1611170 1541170 170 1701170 1611170 1481170 1401170 1361170 1341170 1341170 1341170 1341170 1341170 1661170 1471170 1351165 1261153 1211146 1191142 1181141 1181141 1181141 118_1141 92 192 1451152 1271131 1161116 1011107 1001100 96 1 96 93 193 921 92 92 192 131 131 1121112 99 1 99 90 1 90 84:84 80 1 80 77 177 76 1 76 76 1 76 76 176 113 113 97 197 85 185 77 1 77 721 72 68 168 65 165 64164 63 i 63 63 1 63 86 86 73173 62162 65165 54154 58158 49149 54154 45145 50150 42142 48148 40140 46146 38138 45 145 37137 44144 36136 -4 0) 73 73 67 67 57157 50150 45145 41141 32132 38138 30130 36136 28128 35 135 27127 33133 26126 32132 24124 54 54 45145 40140 35 135 43 43 37137 32132 28128 26126 24124 22122 21 121 20120 19119 36 36 30 130 26126 23 1 23 21 1 21 19 119 18 118 17 117 16 116 15 115 25 25 21 121 1 8 1 1 8 1 6 i 1 6 - 1 - - - - -- 1 . . 1 1 1 1 1 1 i NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robert L PE #39712' Structural PE. Length k_Opening_l Width Horizontal Mull F Opening Width L Mull 1 Length Multiple Mulled Units Mull Length 1—*Opening Width PRODUCT REVISED as complying with the Florida Sniffing Cede Acceptance No 05 Expiration Date •• • • actc • • • TO BE USED ONLY WITH PGT II ij / j:IES PfiODi1tTS Redstone A•• •OO•MOTATION • •••• • •• • • • • FAT INDUSTRIES Rend By: F.K. Date: 5/3/04 Dram By: P.J.P. Chkd By.' Dote: Datm PRESSURE CHARTS •••• •••• • • • • • • • • • • • �1 HEAVY WALL MULLJbN • • •• •• • 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Beries/modek MULLS S 'sae •5 :1 6 • • • • • •• • Drawing Nir ••••6621 ••• • • •••• •••• • • • • Rev: • tA• • • • MULL LENGTH IN IN( 63 12511143 11011126 99 1114 92 1105 87 11 99 83 11 95 81 11 93 80 1 9 66 118,135 1031118 93 1107 86197 81 1 90 77185 75 1 82 73180 80 91 801 91 73 1 79 73 1 79 72 76 78 1061108 91 11 91 84184 84 671167 9292 77 177 81 11 81 68168 73 73 61 1 61 67 67 56 1 56 631163 52 1 52 60160 49 149 58158 47 147 56 1 56 46 1 46 56.1 56 45 '1 45 71 1 71 57 11 57 63 1 63 50 1 50 56 1 56 441 44 51 1 51 40 140 48 1 48 37 11 37 45 145 35 11 35 43 143 33 11.33 42 142 321132 40 140 301130 90 54154 46 146 40 140 36136 32 1 32 30 1 30 28 1 28 26 1 26 25125 23 1 23 96 441144 108 31 1 31 38 11 38 26126 331 33 23 1 23 29 11 29 20 120 26 1 26 18 1 18 24124 17 1 17 23 1 1 23 15115 21 1 21 20 1 20 181118 111 144 29129 _ r 241124 1 211121 18.118 17117 15 11 15 — 1 — _ 1 _ 1 x4x.375 4/6 Anchors 50 OPENING WIDTH IN INCHES 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 42 48 17011170 1701170 1701170 1701170 1701170 170,170 17011170 1701170 17011170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 17011170 1701170 1701170 1701170 50.625 54 1701170 1701170 1701170 1701170 1701170 17011170 1701170 16911170 1701170 1621170 1701170 1581170 1701170 1571170 1701170 1571170 1701170 15711170 1701170 1571170 60 1701170 1701170 1541170 1431170 1361170 131 1170 1281170 1271170 1271170 1271170 63 66 17011170 170,170 1591170 1501170 14411170 1351170 1331170 1251170 1261170 1171166 1211170 112,156 1171169 1081150 116[166 1061145 1161165 1051144 116165 1051144 72 76 1541170 1441170 13411170 1251160 1201165 1121140 1101148 1021126 1031136 95 1116 98 11127 90 1108 94 1120 86 1102 91 1115 83198 89 1112 81195 88 1111 79193 78 84 1401170 12811138 1211148 1111117 1081129 98 i 102 99 1116 90192 92 1106 83183 87199 771177 83 1 93 73 173 80189 69 1 69 78187 66 11 66 75184 62162 90 1121112 95 1 95 82182 74174 67 1 67 62 1 62 58158 54154 52152 48 148 96 108 111 144 92 92 64 64 59 59 27 27 78178 54154 50 1 50 22 j 22 67 47 43 19 67 47 43 19 60 42 38 17 60 42 38 17 54154 50 50 37137 34 34 34134 15115 31 31 47 32 29 47 32 29 44 11 44 30 1 30 27 1 27 42142 28 128 26 1 26 38 38 25 23 25 23 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, 1� 7 CRZ CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robert L.`larg, P.E. PE #3 12 Structural Length 1___Opening4 Width Horizontal Mull Opening Width r--Mull Length---1 Length Multiple Mulled Units Mull Length \,Opening Width • • • • • PRODUCT REVISED as camptytegwit the Florida Arnett Na Mondial' Dame r 05 2OOy A TO BE USED ONLY WITH PGT l DIJ, IES 13110 ®U£TS a • elli4 ti0TAT10N •••• •••• Desc 1ption: • • • • • • INDUSTRIES Raved By. F.K. Drown By: Dote: 5/3/04 P.J.P. Chkd 8y: Data. Dwe4/28/00 PRESSURE CHARTS ••• • • • • • • • • Title: • • 1 " HEAVY WALL MI1L'LIt7N 1070 TECHNOLOGY DRIVE !0. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Serka /Modek llt! - ; l MULLS TS 6.0 6 • • • •. • •• • • • • • •• • Drawing 1. ••••6621 • • •••• • • • • •••••h • • • • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date 57- !357 MECHANICAL CRITIQUE SHEET Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit-No. f-7_°1-c-' Job Name a•472- ELECTRICAL CRITIQUE SHEET She tA g l` z �/� %i't fr �%� �' lase )'.'G�i Z,"— /6/-ir1, t ePtiv€012_ C e/// -n.01- %' % �r' t'4 sS , J g c' ki 1 `me- /3 l'7," A-,-IL 5 - e. e vim° - ' Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ®C' Z,1 7 Job Name hers e n Date ©3/06. 2 ?ev 6/f, v —te , A d e:Z STRUCTURAL CRITIQUE SHEET iii ® WWaj /5 Jig ' / /pe ®/ _6, ./ / ,'-e //rein ,pj�Z° 415 %Gr�7//�755 ? J vUUL� ova 5 5-a fi l ®r �'6 �o>✓S� #.4&( cueY� r e e ve d h €/ ne9 / %/ -e e d 7 where are P1-r-e.. 3 x 3 x �4 5T Co/5 /) 57g/1,d LoAicy, are S e h 4'i, le d ak1 5-0/ and o f end of c.cdc r, Cale 5-4-7 , t ,tl has 14.5" e 2_4" C ! o-fa, no given Z'7'- 4- - 5paz,1721/ .f'Aewil /ed OY scGce�� led Plates (s -o') () 5 r» 1. prod 4 A-pp rava /f car a4/ new deo i 5h/--m 174n e% i /�, NkTureNz • • •.• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • •. • • • i ••• Nelson Walters Consulting & Specialty Enginperigg Serlice}s,,Inc. , January 20, 2006 Miami Shores Village Building and Zoning Department. Attention: Plan Reviewer • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• . • •• • • • • •• •• •• • • • •. ••• •. • • • • • or- .• • • • • • ••• •• FBPE C.A. #9655 Re: Application #: 05 -1357, for the project `New Addition to Mr. & Mrs. Gerson Residence, located at 290 Grand Concourse. Miami Shores, Florida. Subject: Response to structural review critics for the above referenced project. Dear Plan Reviewer: NWCS Consulting & Specialty Engineering Services, Inc. is pleased to provide you the responses for items on the structural critic sheet, along with the respective revisions to the structural drawings. Comment #1: NWCS response: The referenced columns are being removed along with the roof of the porch existing on that area. The complete porch will be removed but not replaced. Comment #2: NWCS response: Those columns are supporting the roof of the existing. Comment #3: NWCS response: Please refer to foundation plan and observe the location of the new footing F3.0, and there you will see the location of the new column TS -1. Design / Inspection / Investigation / Testing & Reports 493 N.W. 27th Ave., Miami. Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson @structuralpartners.com www. structuralpartners.com • • ••• • • • 000 •• •• • • • 00 •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Nelson Walters Consulting & Specialty Enginperigg Ser/ice,s ,Inc. , „ FBPE C.A. 59655 Comment #4: . 0 • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• • • • •• ••• •• • • • NWCS response: We design the masonry avant for'tlie tn4sscciti,s l zone, that's why we did not provide calculations for zone 4. As for the spacing, please refer to the masonry wall reinforcing notes and to the note that calls for RM524 unless noticed or shown otherwise on plans. Both notes are on sheet S -01 one next to the other on the left side of the foundation plan. Comment #5: NWCS response: Please refer to additional documents submitted. Should you need any additional information, please do not hesitate to contact our office. Sincerely, NWCS Consulting & Specialty Engineering Services, Inc. FBPE C.A. No 96 5 alters, P.E., Principal Design / Inspection / Investigation / Testing & Reports 493 N.W. 27th Ave., Miami, Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson ©structuralpartners.com www.structuralpa rtners.com A a Y M\\XVC C • • ••• • • • • •• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• Nelson Walters Consulting & Specialty Engina'cln‘Servle%sr &ac. •.• • • • • • • • • • • .11 _ ID • • • • •• ••• •• • • January 20, 2006 Miami Shores Village Building and Zoning Department. Attention: Plan Reviewer • •• ••• • •• • • •••••••• • • • • ••• •• • 00 •• • FBPE C.A. #9655 Re: Application #: 05 -1357, for the project "New Addition to Mr. & Mrs. Gerson Residence, located at 290 Grand Concourse. Miami Shores, Florida. Subject: Response to structural review critics for the above referenced project. Dear Plan Reviewer: NWCS Consulting & Specialty Engineering Services, Inc. is pleased to provide you the responses for items on the structural critic sheet, along with the respective revisions to the structural drawings. Comment #1: NWCS response: The referenced columns are being removed along with the roof of the porch existing on that area. The complete porch will be removed but not replaced. Comment #2• NWCS response: Those columns are supporting the roof of the existing. Comment #3: NWCS response: Please refer to foundation plan and observe the location of the new footing F3.0, and there you will see the location of the new column TS -1. Design / Inspection / Investigation / Testing & Reports 493 N.W. 27th Ave., Miami, Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson @structuralpartners.com www.structuralpartners.com T¼T \\ITC C •• • •• ••• • • • ••• • • •••••• • • • • • • • • • • • • • • • ••• • •:• • • • • • • • • ••• Nelson Walters Consulting & Specialty EngineiI laf Serrg,itpss�c. •.. • - • • • • • • • • • • • ••• ••• • • • • •• • •• • • • • • FBPE C.A. #9655 Comment #4: •; • • • • • • • NWCS response: We design the masonry walls t r the rhottttitieat zone, that's why we did not provide calculations for zone 4. As for the spacing, please refer to the masonry wall reinforcing notes and to the note that calls for RM524 unless noticed or shown otherwise on plans. Both notes are on sheet S -01 one next to the other on the left side of the foundation plan. Comment #5: NWCS response: Please refer to additional documents submitted. Should you need any additional information, please do not hesitate to contact our office. Sincerely, NWCS Consulting & Specialty Engineering Services, Inc. FBPE C.A. No 9655 Ne o•W • ters, P.E., Principal Design / Inspection / Investigation / Testing & Reports 493 N.W. 27th Ave., Miami. Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson @structuralpartners.com www.structuralpartners.com iJ \\ITC C • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Nelson Walters Consulting & Specialty Engineering Services, Inc. May 3, 2006 Miami Shores Village Building and Zoning Department Attention: Mr. Claudio Grande, CBO • • • • FBPP C.A. #655 • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -• •• • • • •• ••• •• • • • • • •• • • • • • ••• •• Re: Statement of existing structure adequacy for the project under permit No. RC -05 -1357 ( "New Addition for Mr. & Mrs. Gerson Residence ") located at 290 Grand Concourse. Miami Shores, Florida. Dear Mr. Grande: The present letter is to state that the existing structure of the above mentioned residence will not be altered due to the proposed addition and remodeling works. The only location where the new addition will interact with the existing structure will be at the connecting points between the new and existing structure and there will not be any additional load imposed on the existing structure. Also, as the new addition is not higher than the existing residence there will not be an increment on the wind loads either. As a conclusion, based upon our structural design experience we can attest that to the best of our knowledge, belief and professional judgment the existing structure will remain adequate after the execution of the proposed works. Should you have any question or need additional information regarding the statement above, please do not hesitate to contact our office. Respectfully, NWCS Consulting & Specialty Engineering Se iA c• W, ters, P.E., Principal. iioeE)- 1351 Design / Inspection / Investigation 1 Testing & Reports 493 N.W. 27th Ave., Miami. Fl 33125 Tel: 305.649.4049 Fax: 305.649.4149 Mobile: 305.244.4373 nelson @structuralpartners.cam www.structuralpartners.com MIAMI- OFFICE c VERIFICATION FORM EXPIRES ONE YEAR FROM DATE ON FOR eccE,- 1 20069059 DATE: ATLAS PAGE: E -8 INV #: 84248 FORM #: SERVE•CONSERVE 4/7/2006 NAME OF OWNER: PROPERTY ADDRESS: PROPOSED USAGE / NO. OF UNITS: REPLACES: PREVIOUS USAGE / NO. OF UNITS: PROPERTY LEGAL: FOLIO NUMBER: PREVIOUS FLOW: PROPOSED FLOW: DAVID AND DEBORAH GERSON 290 GRAND CONCOURSE SFH ADDITION SFH 11- 3206 - 013 -6200 350 350 GALLONS PER DAY INCREASE: PREVIOUS SQUARE FOOTAGE: PROPOSED SQUARE FOOTAGE: 0 714 0 NEW CONSTRUCTION ❑ INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 2 INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N /A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. BY: SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: CRITERIA: S2B SILVIA LORI - New Business Representative AUTHORIZED BY EXISTING ACCT ID 3525544600 THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) -- INCH GRAVITY SEWER MAIN ABUTT NG THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N /A). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND /OR SEWAGE FLOW FOR THIS PROJECT WILL BE: NO GALLONS [0] GALLONS PER DAY INCREASE. BY: SIGNATURE OF REPRESENTATIVE NEW BUSINESS COMMENTS: PLANS REVIEW COMMENTS: SILVIA LORI - New Business Representative AUTHORIZED BY SEPTIC TANK APPROVAL 06 -0460 N CONTACT NAME: DAN OWENS CONTACT PHONE: (305) 758 -0775 Printed On: 4/7/2006 10:43:06 AM NB: SILVIA LORI PR: APPLICATION 8 • Vetv' ° • - VA Mk Wow an t Sower Apariment Now Business Office irog if GSM Aliarni Florida 33233 0316 Stwali 1..entive Roa4,R004114-14 Misealialiatrits Chows kihi 0140' 5:$24,44KW.4.4 4N? 4.t:i44# 0;46 !".,•4404r 04p VAO'l :5•5- 1., tit A:ct 1 .4b P7,11:/z-:.;;;Atiwt f"eil wort # 8424s PAM AniaL2226 -PeopleSaft ifoct )14ID 1 1&i� iENCE--- ADDITION ,TO 4 INA Tat zit&fr uNriPm is et iW-vfoi btAt.: WATER DEPOSIS: SEWER DEPOSITS: SOIZI *NOME NM 04248 TOTAL ttca g594245564 ilautza 0 raro4 ppwiN -4-446 0041 PSCISftvadi flyvient :q6,9i 00011_._ thio.op invoite#8424wwitm 4/7/.20116 V. 2 ay: SLOkt flan Retti I 40 AO Avroottem, witar-catffet Yartisiviriffieed**406gaista, CZ .00 t0,00. STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Repair [ ]Abandonment APPLICANT: Gerson, David & Deborah CENTRAX #: 13 -SG -28015 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 06 -0460- -N [ ]Holding Tank [ ] Innovative Other [ ]Temporary [ NA ] AGENT: SA0021074, Solomon Teresa PROPERTY STREET ADDRESS: 290 Grand Concourse Miami Shores FL 33138 LOT: 12 BLOCK: 46 SUBDIVISION: Miami Shores No. 1 [Section /Township /Range /Parcel No.] [OR TAX ID NUMBER] PROPERTY ID #: 11- 3206 - 013 -6200 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 [ 1200 ]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 Q [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 714 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ Y ]BED N F LOCATION TO BENCHMARK: Tap of Bottom Floor EL: 12.4' NGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 44.4 ] [ INCHES ] E BOTTOM OF DRAINFIELD TO BE [ 74.4 ] [ INCHES ] L D 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 1200 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 714 sf of drainfield in bed configuration. 4 - Install 42" of slightly limited soil under the bottom of drainfield. 5 - Perimeter of excavation area shall be at least 2 ft. wider and longer than the proposed absortion bed. 6 - Invert elevation of drainfield to be no less than 6.7' NGVD. 7 - Bottom of drainfield elevation to be no less than 6.2' NGVD. Abandonment Permit Must be Secured before Final Inspection. SPECIFICATIONS BY: Heybeck, N holas TITLE: APPROVED BY: Heyback, Nick v ' TITLE: Dade CHD DATE ISSUED: 3/28/06 EXPIRATION DATE: 9/28/07 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 DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Gerson, David & Deborah CENTRAX #: 13 -SG -28015 OSTDSNBR : 06- 0460 -N AGENT: Teresa Solomon, STATEWIDE SA0021074 LOT: 12 BLOCK: 46 SUBDIVISION: Miami Shores No. 1 ID #: 11- 3206 - 013 -6200 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.42 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 1050 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1429 SQFT UNOBSTRUCTED AREA REQUIRED: 1429 SQFT BENCHMARK /REFERENCE POINT LOCATION: Top of Bottom Floor EL: 12.4' NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 44.40 [ 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: 10 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 Munsell # /Color Texture 1OYR -3 /1 -V D aY 10YR -5/2 -G RN 10YR- 4 /3 -RN Sand Sand flr1ltir Time sa USDA SOIL SERIES: 15 Urban land Depth to 6 6 to 3S 35 to 72 to to to to to SITE ELEVATION: 9 FT NGVD SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture l OYR -3 /1 -V 1f ay grind 7 0YR -5/2 -a RN Sand I0YR- 4 /3 -RN Onlitio T.a m,ari USDA SOIL SERIES: 15 Urban land Depth 0 to 6 6 to 35 3q to to to to to to OBSERVED WATER TABLE62.00 INCHES [BELOW ] EXISTING GRADE TYPE: [PERCHED ] ESTIMATED WET SEASON WATER TABLE ELEVATION:62.00 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 (SPECIFY) REMARKS /ADDITIONAL CRITERIA: SITE EVALUATED BY: Teresa Solomon DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 003 - 4015 -1) (ostds eval 4015 -3] DATE: 1/20/06 Page 3 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Gerson, David & Deborah CENTRAX #: 13 -SG -28015 OSTDSNBR : 06- 0460 -N AGENT: Teresa Solomon, STATEWIDE SA0021074 LOT: 12 BLOCK: 46 SUBDIVISION: Miami Shores No. 1 ID #: 11- 3206 - 013 -6200 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.42 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 1050 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 1429 SQFT UNOBSTRUCTED AREA REQUIRED: 1429 SQFT BENCHMARK /REFERENCE POINT LOCATION: Top of Bottom Floor EL: 12.4' NGVD ELEVATION OF PROPOSED SYSTEM SITE IS 44.40 [ 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: 10 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Munsell # /Color Texture Depth 1nvP_3 /1_v n av Rana n to 6 10vR- S /2 -C4 RN Rants A tO 3q 1 nvR- 4 /3 -RN Anl l t-1 r• TAMBR TAM 3S tO 72 to to to to to USDA SOIL SERIES: 15 Urban land 10 YEAR FLOODING? [ ]YES [ X ]NO SITE ELEVATION: 9 FT NGVD SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth 1nvR_3 /1_v n my Rana n to g 1fVR -S /2 -M AN Rand 6 to 3r, 10V12- 4 /3_RN Anlii-ir• TAMPA 3R tO to to to to to USDA SOIL SERIES: 15 Urban land OBSERVED WATER TABLE62.00 INCHES [BELOW ] EXISTING GRADE TYPE: [PERCHED ESTIMATED WET SEASON WATER TABLE ELEVATION:62.00 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 (SPECIFY) REMARKS /ADDITIONAL CRITERIA: SITE EVALUATED BY: Teresa Solomon DH 4015, 03/97 (Obsoletee previous editions which may not be used) (Stock Number: 5744 - 003 - 4015 -1) [ostds_eval_4015 -3] DATE: 1/20/06 Page 3 of 3 OHS c.41 t oT i fi. 0.42 Alma PER SAY: 1.158011FD, A :25O PD/ .. 1.:. UNDESTEMIED 'fit:: ` . 14 ES SOFT o tow no= zug ,. . r.:. _-._D HE .. £E OEFACE- :F:: : :C, .. a HILOI.:. -PROS MOVE" 7 FT PRATE : 5 .. ` . POTAPEO ENPVRES t 1 rt Ico...' nooratun arm stexincraiit Net OVR- ..ter to to nom' t =tow =is =maw :. EAT :61.4 & INCHES r =LOW 1 1S fak T fifaxx .. ; `' .A$1 : t )YES Dom tfermmat Dims g 33t• TEXTIMEAMING , RATR P4 Snrat4 OT 0470 DEPTH OP VATI 3 7i 2.. samemutaznowAt 03_,21 - (Chao/etas .grZv3auB eatiOfB Witch .+Ay mot b* used} € : S744.643.4016-11 tastkia emf_4415 -fl DATE z 1/2?($S -4;oac 00 0 OT t3 3TAIJ SST. itTOMRMTED L _. OF ID : 11. ''3206 - 4 .3 - 6200 +� 11. AVA IAZ 0.4'2 =RS t64/1-6. TAB/0 11 MR 1150 , 25OC f - i /3/070STMICTEID 0001t. REQUITMO: /420 SOFT of XS .4 14111730M • F.. NATitit . FRON pRoposza SYSTEM TO . .- .. rr PR: NIA FT NON-FOTAMEat PROPRETY LINES 6 FT PotrAime small LINES; $0 FT ON FOR SIT: t8. FT NOW bepth te- te. ri- to to- to to IL B 3SERVED 67th 'MELT T3."..00 INKS t =OW I EXIST , op Arm iTINATED WET SEAS= EATER TABLE ELEtrAnCrN `t EFL QQ__._ . SHE t` BELOW 1 GGH WATER TABLE: VEG IQN : ( 1 YBS (* } M4 € XNG t .E } 'DES (X 1 NO ILL TEXTURE. /LOADING RATE FOR SYSTEM SIRED goomentiO a 47, : . matICISMODMONAL CBI B $ S LALU TED Y3 TO.Vegit Salomon 03,197 tobsaLatata previnua ' aditivaas which isay net bet acc des: 5744 -tt43.401S-11 taa dsaYSi aDi - I STING GRAM., OPPIti r 1 ; 0 INCHES 1 Pogo 3: of 3- , P ZT .. X J e w 4a-te 3 it PP : Spasm SOPEILIT SMUT A• D1NtESS; 3,1.36 af,XXN: 46. `i3£oN fir+ 2 4 -4244 Kati: Sys andonment eft E 1'. Tempo AGNNTr x10/4, AO TOPIPMS YOTNN EPARTMENT APPROVAL. • EY+OfD. cH . l}�yy enr t T BUM ' WM MILL S AND 64E56, MC DOES MT' b'ES`" FACTS .' 'VED AS A $ASZS FOR ISSMINCE Or Tom' . 7`f!$i9'TZ'1 ,.. SUCM F x ° 's 6- NAT .:.. i3"ULi i T ns- SS `AST DOES NOT 13,NEWS TEE APPLICANT ISOM PERMITTING Rai= FOR PROPERTY DEVELO, t t 114 ITEM elf TI .1040 , EMPTY& TAW TT 0 GALLONS a/ WOE- SYSTR' SYSTEM ( ! iFILLO t MOUND {it s -. PIEWST €3` i, Rf� 4.0 I, 3 -Atha licensed estatraater taste system, 44.4, f 74.4 101OAVATION RE 4X-6.013(3) of at r i . t "tali 3► lir-tt44 41,911 vgidow botteta et liwattenta4i 1- - .mat ' " e a� at i e .t X' gt . wider and" 1 iols :! • -Issext. mi ss, et., < elvaintiald. to. thaw 6 -Bottom aSdra fat s 3% less them 6x2$ Partfait Mat Siteutett. before Pimal baspesties. 0307 gataolias pre iova eatioluk Bch,, omoky MEP 'MON DATE: 7 PPLICAMI Gifitra044 . ZI F'FFi'il. r-. Innovative Qth wave_ Texan* E' ES: 2331 46 S; =PEWIT ITY II-3206-1}14-4144 1200 O. 4 9 PNEN The licensee aawrametor Seetaiiing t Menton 716 f T44461Z aligkaiy 4401140,4 404,1i under PMW 110d. .. 40.7041.40a: €! E i-Itt fit., I„ " , w d , .a e' ne lees than 6,21, NUM, tkeft .t Mitt 6 final` xmittifttitatv. OM? ifarlatatigi tr+efc i s 5744- 443 -4 36- tip_srdi-410.eb£i. X 2/20/87 Pane- 2 05 -13586 JAPE2DiFOPENI FFICE RGE ZIJ�L LOO ATI Im .rtant: Read the in •c. - - •a BUILDING. OWNER'S NAME David Gerson and Deborah Gerson BUIT&IG STREET AQDRESS (IIr lu ing Apt., Unit Suite, and/or Bldg. No.) OR P.O. ROUTED AND SOX NO. C) Grand T AGENCY GRAM TE 1-7 CJ. M. B. No. 3067-0077 Expires December 31,2005 Amended by MDC- DERM-OCT,1999 SECTION A - PROPERTY OWNER INFORMATION CITY STATE Miami Shores FL PROPERTY DESCRIPTION (Lot and Stock Numbers, Tax Parcel Number, Legal Win, etc.) For Insurance Company Use: PoIIGy Number Company NVAIC Number ZIP CODE BUILDING USE (e.g. Residential, Non- residential, Addition, Accessary, etc. Use Comments section If necessary.) RESIDENTIAL La-riTUDE(LONGITUDE(OP'ftONAL) HORIZONTAL DATUM: N1A • 0 NAD 1927 l NAD 1 983 SOURCE; ©'GPs (Type): 0 USGS Quad Map 0 Other: SECTION B FLOOD INSURANCE RATE MAP FIRM INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER Ci of Miami Shores 12 ©652 B2. COUNTY NAME MIAMI -DADE 83, STATE Florida B4, MAP AND PANEL B5. SUFFIX B6. FIRM INDEX 87. FIRM PANEL : B. FLOOD 89. BASE FLOOD ELEVATIONS (8) NUMBER DATE EFFECTIVE/REVISED DATE • ZONE(S) (Zone AO, use depth of flooding). 120250 0093 J 07/ 1 7/95 03/02/94 AE 8.0' 81C. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In 89. FIS Profile al FIRM ❑ Community Determined DOther (Describe): 811. Indicate the elevation datum used for the BFE In B9: ® NOVD 1929 0 NAVD 1988 0 Other (Describe): 812. Is the building located in Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area {OPA)? d Yes Designation Date _ SECTION tr - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)._ Cl Building elevations are based On: 0 Construction Drawings* ❑ Building Under Construction* El Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 {Select the building diagram most Similar to the building for which this Certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.} C3. Elevations - -Zones A1-A30, AE, Al-1, A, A (with BFE), AR, AR/A, AR/A1-A30, AR!AH, AR/AO Complete Items C3a -1 below, according to the building diagram spec1fied In Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for The BFE. Show field measurements and datum conversion. Datum NGVD29 Conversion/Comments Elevation reference mark used N -397 DADE Does the elevation reference mark used appear on the FIRM? a Yes El No © a) Top of bottom floor (including basement or enclosure) 12 .4 ft. (m) €� b) Top of next higher floor N/A f#. (m) Li c) Bottom of lowest horizontal structural member (V zones only) N/A ft. {m) ❑ d) Attached garage (top of slab) 9. 5 ft. (m) Q e) Lowest elevation of machinery and/or equipment Servicing the building 10 ▪ 9 ft. (m) D 1) Lowest adjacent grade (LAG) 8 .7 ft. (m) O g) Highest adjacent grade (HAG) —70 — ft. (m) O h) No, of permanent openings (flood vents) within Sit. above adjacent grade Nl/A a I) Total area of all permanent openings (flood vents) in C3h _ sq. in. (sq. crn) NIA SECTION 0 – SURVEYOR, ENGINEER OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to ertify elevation information. 1 certify that the information in Sections A B, and C on this certificate represents my best efforts to Interpret the data available, 1 understand that an false statement ma be • unishable b fine or im r risonment under /8 U. S. Code, Section f001. CERTIFIERS NAME RENEAIGUESVtVES LICENSE NUMBER 4327 TITLE PROFESSIONAL LAND SUR OR & MAPPER ADDRESS. COMPANY NAME ALVAREZ AIGUE$VtVES & ASSOCIATES INC. 611 .3 � n t Ir. rite ARE REVERSE SIDE FOR CONTINUATION R €PI Auto Ai 1 rmnr_tnrm /O. .D.".". N FORM 600A -2004 FLORIDA ENERGY EFFICIENCi'CQ•[ •• FOR BUILDING CONSTRUCTI Florida Department of Community Affairs ;; • Residential Whole Building Performance Me • • : nexpleaUg ? 4.0 Project Name: Address: City, State: Owner: Climate Zone: Mr & Mrs Gerson 290 Grand Concurse Miami Shores, FL 00000 - MR & Mrs Gerson South Builder: Permitting Office:. Permit Number • %• Jurisdiction Nur�lper: 1. 2. 3. 4. 5. 6. 7. a. b. 8. a_ b. c. 9. a. b. New construction or existing Single family or multi- family Number of units, if multi- family Number of Bedrooms Is this a worst case? Conditioned floor area an Glass type 1 and area: (Label read. U- factor: (or Single or Double DEFAULT) SHGC: (or Clear or Tint DEFAULT) Floor types Slab -On -Grade Edge Insulation N/A N/A Wall types Concrete, Int Insul, Exterior Concrete, Int Insul, Exterior Addition Single family 1 3 No 3221 ft2 by 13- 104.4.5 if not default) Description Area 7a. (Sngle Default) 62.0 112 7b. c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior b. N/A (Clear) 62.0 ft2 _ R:).0, 220.0(p) ft _ R=4.1, 1800.0 ft2 _ R=4.1, 1200.0 ft2 _ R =19.0, 3221.0 fie Sup. R.0, 20.011 12. Cooling systems a. Central Unit b. Central Unit c. Central Unit 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: 52.0 kBtu/hr SEER 13.00 _ Cap: 44.0 kBtu/hr _ SEER: 13.00 Cap: 12.0 kBtu/hr SEER: 10.00 _ Cap: 25.5 kBtu/hr _ COP: 1.00 Cap: 25.5 kBtu/hr _ COP: 1.00 Cap: 80.0 gallons T EF: 0.90 Glass /Floor Area: 0.15 Total as -built points: 43542 Total base points: 48205 PASS I hereby certify that the plans and specifications covered by this calculation are in complia =Florida Energy Code. PREPARED BY: DATE: 02,- 01- OW I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICI DATE: 6 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) FORM 600A -2004 • . . Energ�Gatlg0) 4.0 •• •• • .•...• • WINTER CALCULATIONS • • ••• • • ••• Residential Whole Building Performance Meth,. o.d,A - Details. .. •• • • .• • • •. ADDRESS: 290 Grand Concurse, Miami Shores, FL, 00000- • Pe1t1VIIT #' • 0000 ' •' •• • • • •• ••• •• • • '•f EnergyGauge® DCA Form 600A -2004 EnergyrGaugee/FIaRES2004 FLRCSB v4.0 BASE 1 AS -BUILD •' . _ - • - • GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area -', Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 3221.0 2.36 1368.3 1 Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: NE 0.0 0.0 SE 0.0 0.0 SW 0.0 0.0 NW 0.0 0.0 120.0 112.0 128.0 120.0 480.0 5.84 1.00 4.22 1.00 5.06 1.00 6.00 1.00 700.8 472.9 647.1 720.2 2540.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 1800.0 1.03 1863.0 Exterior 3000.0 0.60 1800.0 Concrete, Int Insul, Exterior 4.1 1200.0 1.03 1242.0 Base Total 3000.0 1800.0 As -Built Total: 3000.0 3105.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 84.0 2.80 235.2 Exterior 84.0 1.80 151.2 Base Total: 84.0 151.2 As -Built Total: 84.0 235.2 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 3221.0 0.10 322.1 Under Attic 19.0 3221.0 0.14 X 1.00 450.9 Base Total: 3221.0 322.1 As -Built Total: 3221.0 450.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 220.0(p) -2.1 -462.0 Slab -On -Grade Edge Insulation 0.0 220.0(p -2.10 -462.0 Raised 0.0 0.00 0.0 Base Total: -462.0 As -Built Total: 220.0 -462.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3221.0 -0.06 -193.3 3221.0 -0.06 -193.3 EnergyGauge® DCA Form 600A -2004 EnergyrGaugee/FIaRES2004 FLRCSB v4.0 FORM 600A -2004 i•••i • neJ9y.Ga ug eC� 4.0 WINTER CALCULATIONS : : •:• :': Residential Whole Building Performance Method ,A - Details • • • • . • ••• • • • • • •• ADDRESS: 290 Grand Concurse, Miami Shores, FL, 00000- • PERMIT ;Ili! • 0beb ••- • • • • • •• • • • • • • • • EnergyGaugeT" DCA Form 600A -2004 EnergyGauge®/FIaRES2004 FLRCSB v4.0 BASE AS- BUILT :' : : : :•' :' '• Winter Base Points: 2986.3 Winter As -Built Points: 5676.7 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Heating Points 2986.3 0.6274 1873.6 (sys 1: Electric Strip 25500 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 5676.7 0.500 (1.085 x 1.137 x 0.86) 1.000 1.000 (sys 2: Electric Strip 25500 btuh ,EFF(1.0) Ducts: None 5676.7 0.500(1.00 x 1.137 x 1.00) 1.000 1.000 5676.7 1.00 1.066 1.000 1.000 3027.1 3027.1 6054.1 EnergyGaugeT" DCA Form 600A -2004 EnergyGauge®/FIaRES2004 FLRCSB v4.0 FORM 600A -2004 • • . •�nergyGayge® 4.0 •• •• • • • •• .. • ... • ..... • SUMMER CALCULATIONS: :.:.:': Residential Whole Building Performance Metf�,od,A - Details • •• •• • • • • • • • • •• • • • • . . - y • PI RMIT#;•0080 '•• '. IADDRESS: 290 Grand Concurse, Miami Shores, FL, 00000- •• .•• • •• EnergyGauge® DCA Form 600A -2004 EnergyGauge® /FiaRES'2004 FLRCSB v4.0 BASE I AS- BUILT ''' : :: ; :• • ••. GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 3221.0 32.60 18842.9 Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: NE 0.0 0.0 120.0 55.61 1.00 SE 0.0 0.0 112.0 79.81 1.00 SW 0.0 0.0 128.0 73.41 1.00 NW 0.0 0.0 120.0 48.42 1.00 480.0 6673.4 8939.1 9396.2 5810.2 30818.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 1800.0 2.32 4167.0 Exterior 3000.0 2.70 8100.0 Concrete, Int Insul, Exterior 4.1 1200.0 2.32 2778.0 Base Total: 3000.0 • 8100.0 As -Built Total: 3000.0 6945.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 84.0 9.40 789.6 Exterior 84.0 6.40 537.6 Base Total: 84.0 537.6 As -Built Total: 84.0 789.6 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 3221.0 2.80 9018.8 Under Attic 19.0 3221.0 3.72 X 1.00 11982.1 Base Total: 3221.0 9018.8 As -Built Total: 3221.0 11982.1. FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 220.0(p) -20.0 - 4400.0 Slab -On -Grade Edge Insulation 0.0 220.0(p - 20.00 - 4400.0 Raised 0.0 0.00 0.0 Base Total: - 4400.0 As -Built Total: 220.0 - 4400.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3221.0 18.79 60522.6 3221.0 18.79 60522.6 EnergyGauge® DCA Form 600A -2004 EnergyGauge® /FiaRES'2004 FLRCSB v4.0 FORM 600A -2004 • ...EnergyGaug� 4.0 .• •. • • . .. •. • . • . . :•: .. • • • SUMMER CALCULATIONS : •:.:':: :.:. Residential Whole Building Performance Method,A - Details. .. . . • . .. . . . . . IADDRESS: 290 Grand Concurse, Miami Shores, FL, 00000- .. • • .. ••• PERMIT#'• 0000 • •• ••• • BASE AS-BUILT.•: • ; -; ;•, ;' �'; Summer Base Points: 92621.8 Summer As -Built Points: 106658.2 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Cooling Component. Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 92621.8 0.4266 d 39512.5 (sys 1: Central Unit 52000 btuh ,SEER/EFF(13.0) Ducts: Unc(S),Con(R),Int(AH),R6.0(INS) 106658 0.48 (1.07 x 1.165 x 0.85) 0.262 1.000 14316.6 (sys 2: Central Unit 44000 btuh ,SEER/EFF(13.0) Ducts: None 106658 0.41 (1.00 x 1.165 x 1.00 0.262 1.000 12114.1 (sys 3: Central Unit 12000 btuh ,SEER/EFF(10.0) Ducts: None 106658 0.11 (1.00 x 1.165 x 1.00 0.341 1.000 4295.0 106658.2 1.00 1.063 0.269 1.000 30517.1 EnergyGauge"' DCA Form 600A -2004 EnergyGaugetO/FIaRES'2004 FLRCSB v4.0 FORM 600A -2004 • • . •�nergyGayge® 4.0 •• •• • • • •• .. • ... • ..... • SUMMER CALCULATIONS: :.:.:': Residential Whole Building Performance Metf�,od,A - Details • •• •• • • • • • • • • •• • • • • . . - y • PI RMIT#;•0080 '•• '. IADDRESS: 290 Grand Concurse, Miami Shores, FL, 00000- •• .•• • •• EnergyGauge® DCA Form 600A -2004 EnergyGauge® /FiaRES'2004 FLRCSB v4.0 BASE I AS- BUILT ''' : :: ; :• • ••. GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 3221.0 32.60 18842.9 Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: NE 0.0 0.0 120.0 55.61 1.00 SE 0.0 0.0 112.0 79.81 1.00 SW 0.0 0.0 128.0 73.41 1.00 NW 0.0 0.0 120.0 48.42 1.00 480.0 6673.4 8939.1 9396.2 5810.2 30818.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 1800.0 2.32 4167.0 Exterior 3000.0 2.70 8100.0 Concrete, Int Insul, Exterior 4.1 1200.0 2.32 2778.0 Base Total: 3000.0 • 8100.0 As -Built Total: 3000.0 6945.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 84.0 9.40 789.6 Exterior 84.0 6.40 537.6 Base Total: 84.0 537.6 As -Built Total: 84.0 789.6 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 3221.0 2.80 9018.8 Under Attic 19.0 3221.0 3.72 X 1.00 11982.1 Base Total: 3221.0 9018.8 As -Built Total: 3221.0 11982.1. FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 220.0(p) -20.0 - 4400.0 Slab -On -Grade Edge Insulation 0.0 220.0(p - 20.00 - 4400.0 Raised 0.0 0.00 0.0 Base Total: - 4400.0 As -Built Total: 220.0 - 4400.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3221.0 18.79 60522.6 3221.0 18.79 60522.6 EnergyGauge® DCA Form 600A -2004 EnergyGauge® /FiaRES'2004 FLRCSB v4.0 FORM 600A -2004 :, ,: • :•EnerxGauge® 4.0 WATER HEATING & CODE COMPLIAIsiCE• MTUi. Residential Whole Building Performance Method . •• A - ,DQtails, • •. •• •.. • • • • • • • ADDRESS: 290 Grand Concurse, Miami Shores, FL, 00000- • OEttMll ! oboo • •• • • • •• ••• •• 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 3 2273.00 6819.0 no 0.90 As -Built Total: 3 1.00 2323.51 1.00 6970.5 6970.5 PASS EnergyGaugeTm DCA Form 600A -2004 EnergyGauge® /FIaRES2004 FLRCSB v4.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 39512 1874 6819 48205 30517 6054 6971 43542 PASS EnergyGaugeTm DCA Form 600A -2004 EnergyGauge® /FIaRES2004 FLRCSB v4.0 FORM 600A -2004 :..: •;€nerawGaug ® 4.0 •.• • ••••• • • • ••• • • • • Code Compliance Checklidt •�• •�• Residential Whole Building Performance Method A -.D� tails, •• • • • • • • • • FreAMITT 0400 -•• • • - • - I IADDRESS: 290 Grand Concurse, Miami Shores, FL, 00000- 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKIJST •. • • • •. ••• .. • 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. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 806.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Mufti -story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS Water Heaters SECTION REQUIREMENTS 612.1 Comply with efficiency requirements in Table 612.1.AB'C.3.2. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. Extemal or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. CHECK EnergyGaugeT°° DCA Form BOA -2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 • • ••• • • • • • • ••• •• • •• • • • • • • • •• •• • • • • • • • • • • • • • • • ENERGY PERFORMANCE LEVEL: PL }•.• DISPLAY CARD • • • • • •• • ••• • •• • • • • • • • • • • • • • • •••• • • • • • •• • •••• •• • • •. ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 •• • • • •• ••• •• The higher the score, the more efficient the home. • • • •• MR & Mrs Gerson, 290 Grand Concurse, Miami Shores, FL, 00000- 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? Addition Single family 1 3 No 6. Conditioned floor area (112) 3221 ft2 7. Glass type 1 and area: (Label read. by 13- 104.4.5 if not default) a. U- factor: Description Area (or Single or Double DEFAULT) 7a. ( Sngle Default) 62.0 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b (Clear) 62.0 ft2 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 220.0(p) ft b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1800.01 _ b. Concrete, Int Insul, Exterior R=4.1, 1200.0 ft2 c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R =19.0, 3221.0 ft2 _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH(Sealed):Interior Sup. R=6.0, 20.0 ft b. N/A 12. Cooling systems a. Central Unit b. Central Unit c. Central Unit 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 features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStaW designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on es 2 &4. EnergyGauge® (Version: FLRCSB v4.0) • •• • • • • • • • • • • ••• •• Cap: 52.0 kBtu/hr _ SEER 13.00 Cap: 44.0 kBtu/hr SEER: 13.00 _ Cap: 12.0 kBtu/hr SEER: 10.00 _ Cap: 25.5 kBtu/hr _ COP: 1.00 Cap: 25.5 kBtu/hr _ COP: 1.00 Cap: 80.0 gallons _ EF: 0.90 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RC05 4 Inspection Date: 11/16/2006 Inspector: Levrack, James Owner: GERSON, DAVID Job Address: 290 GRAND CONC gay 2 2 X6 Miami Shores Village, FL 33138- Project: <NONE> Contractor: K MILLER PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Water Service Work Classification: Addition /Alteration Block: Phone Number (305)469 -6978 Parcel Number 1132060136200 Lot: Phone: (305)753 -4010 Building Department Comments Wednesday, November 15, 2006 Page 2 of 2 pec • r Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, November 15, 2006 Page 2 of 2 TRACE® Load 700 version 3.0 By DFG Consulting Engineers PAS -l3S3- Project Name: Dataset Name: Location: Building Owner: Program User: Company: Comments: Location: Latitude: Longitude: Time Zone: Elevation: Barometric Pressure: Air Density: Air Specific Heat Density- Specific Heat Product: Latent Heat Factor Enthalpy Factor. MR & MRS GERSON C :iCDS1LOAD32\PROJECTS \MR & MRS GERSON.LDS 290 Grand Concurse Miami, FL MR & MRS Gerson DANIEL F. GUTIERREZ, P.E. DFG CONSULTING ENGINEERS, INC. Miami, Florida 25.0 deg 80.0 deg 5 7ft 29.9 in. Hit 0.0760 Ib /cu ft 0.2444 Btu /Ib• °F 1.1151 Btu/h•cfm• °F 4,908.6 Btu•min/h•cu ft 4.5619 Ib•min/hr•cu ft CITY COPY Summer Design Dry Bulb: Summer Design Wet Bulb: Winter Design Dry Bulb: Summer Clearness Number: Winter Clearness Number: Summer Ground Reflectance: Winter Ground Reflectance: Design Simulation Period: January through December Cooling Load Methodology: TETD -TA1 Heating Load Methodology: UATD Project Name: Dataset Name: MR & MRS GERSON C : \CDS\LOAD32\PROJECTS\MR & MRS GERSON.LDS 90 °F 77 °F 47 °F 0.95 • • • • 0.2i • 0.26 • • • • • • ••• • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • ••• • • • • • • • ••• • • • TRACE® Load f0 • 0 f a ►mate at PA PIMA, 12/2312005 ••• • • ••• • • • • • • • • • • • • ••• ••• • • • • • • • • •• • • ••• • • • ••• • • • • • • Description Type ENGINEERING CHECKS By DFG Consulting Engineers COOLING % OA cfm/ft2 cfm/tort ft2/ton Btu/hr.ft2 HEATING Floor Area % OA cfm/ft2 Btu/hrft2 ft2 MASTER BEDROOM Room KITCHEN/DINNING AREA Room LIVING ROOM AREA Room Zone -001 Zone System - 001 System - Single Zone MEDIA ROOM Room BEDROOMS 2 & 3 Room LIBRARY Room Zone - 002 Zone System - 002 System - Single Zone MAIDS ROOM Room Zone - 003 Zone System - 003 System - Single Zone 0.00 1.81 681.7 376.1 31.91 0.00 1.13 882.6 602.4 19.92 0.00 1.14 615.4 539.6 22.24 0.00 1.28 663.2 518.7 23.14 0.00 1.28 663.2 518.7 23.14 0.00 2.80 68t.8 243.9 49.21 0.00 1.13 704.0 621.1 19.32 0.00 1.61 683.0 424.5 28.27 0.00 1.45 692.7 476.5 25.18 0.00 1.45 692.7 476.5 25.18 0.00 2.17 746.0 343.4 34.95 0.00 2.17 746.0 343.4 34.95 0.00 2.17 746.0 343.4 34.95 Project Name: MR & MRS GERSON Dataset Name: C:\CDS\LOAD321PROJECTS\MR & MRS GERSON.LDS 0.00 1.81 - 18.25 360 0.00 1.13 - 11.67 840 0.00 1.14 - 11.62 507 0.00 1.28 -13.04 1.707 0.00 1.28 -13.04 1,707 0.00 2.80 -35.53 144 0.00 1.13 -14.40 756 0.00 1.61 -20.45 315 0.00 1.45 -18.47 1.215 0.00 1.45 -18.47 1,215 0.00 2.17 - 19.01 297 0.00 2.17 - 19.01 297 0.00 2.17 -19.01 297 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • ••• • • • ••• ••• • • • • • • • • • • • • • • • • • • • • •• • ••• • • ••• • • • • ••• • • • • • . • • • TRACE® Load i00 u8.ata%uia %ii at D3:43 Pl 4 4t 12/23/2005 •• •• • • • •• •• System Checksums By DFG Consulting Engineers Svstem - 001 COOLING COIL PEAK Peaked at Time: Mohr: 8 / 16 Outside Atr. OADB!WBIHR: 91 / 78 / 122 Envelope Loads Skye SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Conti Partition Exposed Floor Infilhation Sub Total = =a Internal Loads Lights People Misc Sub Total ==> Ceiling Load Outside Air Sup. Fan Heat Ret. fan Heat Duct Heat Pkup OWUNDR Sizing Exhaust Heat Terminal Bypass tGrend Total ®'+ Space Plenum Plenum Sens. + Lat. Sensible Latent Btu/h Btu/h 0 0 o 0 0 9,068 6,740 0 1,504 0 2,320 184 7,464 0 0 18,029 9,252 0 0 5,000 6,826 0 11,826- 0 9,252 -9.252 0 0 0 0 0 0 39,107 0 CLG SPACE PEAK Mo/Hr. 8/16 OADB: 91 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h Btu/h (*Al Btu/h ( %) 0 0.00 0 0.00 0 0.00 0 0.00 9,068 22.96 0 0.00 6.740 17.07 6,740 18.41 1,504 3.81 1,504 4.11 2,504 6.34 2,320 6.34 7.464 18.90 7,464 20.39 O 0.00 0 0.00 O 0.00 0 0.00 27,281 69.07 18,029 49.25 O 0.00 0 0.00 5,000 12.66 2.500 6.83 O 6,826 17.28 6,826 18.65 O 11.826 2994 9,326 25.48 0 0.00 9,252 25.27 O 0 0.00 0 0.00 388 0.98 0.00 O 0.00 0.00 o 0.00 0.00 0 0.00 0 0.00 0 0 0.00 0.00 0 0 0.00 0.00 O 39,495 100.00 36,607 100.00 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -2,426 -2.072 - 10,559 0 0 - 15,057 Coll Peak Percent - Tot Sens Of Total Btu/h (°k) O 0.00 O 0.00 -2,190 9.84 0 0.00 -2,426 10.90 -2,536 11.39 - 10,559 47.43 O 0.00 0 0.00 - 17,711 79.56 O Q 0.00 O 0 0.00 O 0 0.00 O 0 0.00 -2.648 0 0.00 O 0 0.00 O 0.00 O 0.00 0 0.00 - 4,549 -4,549 20.44 O 0.00 O 0.00 - 22,261 100.00 -22,254 Main Clg Aux CIg Opt Vent Total Total Capacity ton MBh 3.3 39.5 0.0 0.0 0.0 0.0 3.3 39.5 COOLING COIL SELECTION Sens Cap. Coil AIM Enter DB1WB1HR MBh cfm °F °F pr/lb 37.0 0.0 0.0 2,183 0 0 75.0 0.0 0.0 62.6 64.9 0.0 0.0 0.0 0.0 Leave DBMB/HR °F °F ar/lb 59.8 56.6 63.3 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: MR & MRS GERSON Dataset Name: C:ICDS\LOAD321PROJECTSWIR & MRS GERSON.LDS Floor Part ExFir Roof Wail AREAS Gross Total Glass ft2 ( %) 1,707 1,296 0 1,707 0 0 970 112 12 Single Zone TEMPERATURES Cig Htg SADB 60.0 771 Plenum 92.1 63.1 Return 75.0 68.0 Ret/OA 75.0 68.0 Fn MtrTD 0.0 0.0 Fn BtdTD 0.0 0.0 Fa Frict 0.1 0.0 AIRFLOWS Cooling Heating Vent 0 0 Mill 0 0 Supply 2,183 2.183 Mincfnt 0 0 Return 2.183 2,183 Exhaust 0 0 Rm Exh 0 0 Auxil 0 0 ENGINEERING CKS Cooling - Heating 0.0 0.0 1.28 1.28 -663.16 518.65 23.14 -13.04 10 % OA d m/ft* clm/ton Wilton Btu/hr'ft° No. People HEATING COIL. SELECTION Capacity Coll Airtl Ent Mala • . ;NE •. :9�f�•• °F Htg •:..*2; :::188 68'0 Au • g . • • 0,0 • • • 0.0.0 Preheat • • • • 0.0 • • G' 0.0 Reheat 0.0 0 0.0 Muntidlf 0.Q • 0 0 .0 ast Beni go' . • do Tom: • • • •22.5 • .' : ... . • ••• Lvg °F 77.1 0.0 0.0 0.0 0.0 0.0 •... .. • •... • • • • • • • • • • • •.• • • TRACES Lead pos. 14. c 1ct attdi at 03:4: PM on 12/23/2005 Room Checksums By DFG Consulting Engineers KITCHEN/DINNING AREA COOLING COIL PEAK Mo/Hr: 7 / 16 OADB/WB/HR: 90 / 77 / 119 Peaked at Time: Outside Alr: Envelope Loads Skylite Solr Skyate Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Utfl(traiion Sub Total m1'2> internal Loads ts People Mtsc Sub Total o.a Calling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV1UNDR Sizing Exhaust Heat Terminal Bypass Grand Total Space Ret Air Sens. + Lat. Sensible Btu/h Biuth 0 0 O 0 O 4,623 755 0 307 0 496 30 2,526 0 0 4,084 4,653 0 0 1,000 6,826 0 7,826 0 4,553 -4,553 O 0 0 0 0 0 0 16,463 100 Ret Air Latent Btu/h CLG SPACE PEAK Mo/Hr: 7 / 16 OADB: 90 Net Percent Space Percent Total Of Total Sensible Of Total Btuth (%) Btu/h ( %) O 0.00 0 0.00 O 0.00 0 0.00 4,623 27.63 0 0.00 755 4.51 755 4.73 307 1.84 307 1.92 525 3.14 496 3.10 2,528 15.10 Z528 15.83 0 0.00 0 0.00 0 0.00 0 0.00 8,738 52.22 4,084 25.59 0 0,00 0 0:00 1,000 5.98 500 3.13 O 6,826 40.79 6,826 42.76 O 7,826 46.77 7,326 45.89 O 0.00 4,553 28.52 O 0 0.00 0 0.00 169 1.01 0.00 0 0.00 0.00 O 0.00 0.00 0 0.00 0 0.00 o o o.00 0.00 0 0 0.00 0.00 0 16,733 100.00 15,963 100.00 HEATING COIL PEAK Mohr. 13/1 OADB: 47 Space Peak Space Sens Btu/h Coll Peak Percent Tot Sena Of Total Btu/h ( %) 0 0 0.00 0 0 0.00 -1,078 11.14 0 0.00 -477 4.92 -586 6.05 -3,520 36.37 O 0.00 O 0.00 - 5,660 58.48 0 0 -477 •481 -3,520 0 0 -4,477 0 0 0 0 -1,210 0 -4,018 -9,705 0 0.00 0 0.00 0 0.00 0 0.00 O 0.00 O 0.00 0 0.00 0 0.00 O 0.00 -4,018 41.52 0 0.00 O 0.00 -9,678 100.00 Main CIg Aux Cig Opt Vent Total COOLING COIL SELECTION Total Capacity Sens Cap, Coll Alrfl Enter DRANBMR ton MBh MBh cfm °F °F grllb 1.4 0.0 0.0 16.7 0.0 0.0 1.4 18.7 16.2 0.0 0.0 952 0 0 75.0 0.0 0.0 62.6 64.9 0.0 0.0 0.0 0.0 Leave DB1WBWHR °F °F gr/Ib 59.8 56.8 64.0 0.0 0.0 0:0 o.0 0.0 0.0 Project Name: MR & MRS GERSON Dataset Name: C :\CDS\L0AD321PROJECTSWIR & MRS GERSON.LDS Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft' ( %) 840 432 0 840 0 0 220 22 10 TEMPERATURES CIg Htg SADB 60.0 77.1 Plenum 92.1 63.1 Return 75.0 68.0 RettOA 75.0 68.0 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frlct 0.1 0.0 AIRFLOWS Cooling Heating Vent 0 0 Infli 0 0 Supphr 952 952 Mlncfm 0 0 Return 952 952 Exhaust 0 0 Rm Exh 0 0 Auxil 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.13 1.13 682.57 602.41 19.92 -11.67 2 % cfrn/ft' cfm/ton ftW/ton Btulhr-ft' No. People HEATING COIL SELECTION • • • • • iapaciti+. Coil •Alrfl.. Ent • • •1ABh • • l�► MelloHf •: • :48: :4992• 68.0 Au#iAtg.•: ••: e.g. • • 0 • 0.0 Preheat 0.0 • •fj• 0.0 Reheat 0.0 0 0.0 +lumldlf • 0.0 • •.0 ...0 : opt tett : : 0.0• . 00 .0.0 • • • • • Lvg °F 77.1 0.0 0.0 0.0 0.0 0.0 ••• • • • • • ••• • • • • ••• • • • • • • • • • • ij�,d y c at t3 :41 PM 4n 12/23/2005 TRACE® Load i00 Room Checksums By DFG Consulting Engineers MASTER BEDROOM COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air. OADBANB/HR: Envelope Loads Skyflte Sotr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OVNNDR Sizing Exhaust Heat Terminal Bypass Grand Total •> Space Ret. Air Sens. + Lat. Sensible Btu/h Btu/h O 0 O 0 o 1,775 4,314 0 -803 0 1,157 102 2,421 0 0 8,494 1,877 O 0 1,000 0 t) 1,000 0 1,951 -1,951 0 0 0 0 0 0 0 11,446 -74 Ret. Air Latent Btu/h 9/16 89/76/113 CLG SPACE PEAK Mo/Hr: 9 / 16 OADB: 89 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h I%) Bluth t %) 0 0.00 0 0.00 O 0.00 0 0.00 1,775 15.45 0 0.00 4,314 37.55 4,314 39.41 603 5.25 603 5.51 1,258 10.95 1,157 10.57 2,421 2t08 2,421 22.12 O 0.00 0 0.00 O 0.00 0 0.00 10,371 90.28 8,494 77.61 0 0.00 0 0.00 1,000 8.71 500 4.57 O 0 0.00 0 0.00 O 1,000 8.71 500 4.57 O 0.00 1,951 17.83 O 0 0.00 0 0.00 116 1.01 0.00 0 0.00 0.00 O 0.00 0.00 O 0.00 0 0.00 O 0 0.00 0.00 O 0 0.00 0.00 O 11,487 1 00.00 10,946 100.00 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Space Peak Space Sens Btu/h Coll Peak Percent Tot Sens Of Total Btu/h ( %) O 0 0.00 O 0 0.00 0 -462 6.91 0 0.00 -975 14.58 -1,198 17.92 -3,520 52.64 0 0.00 O 0.00 - 6,155 92.06 0 -975 -983 -3,520 0 0 -5,477 0 0 0 0 -646 0 -531 -6,654 O 0.00 0 0.00 0 0.00 0 0.00 O 0.00 0 0.00 0 0:00 O 0.00 0 0.00 -531 7.94 0 0.00 0 0.00 -6,686 100.00 MainGtg Aux Gig Opt Vent Total Total Capacity ton MBh 1.0 11.5 0.0 0.0 0.0 0.0 1.0 11.5 COOLING COIL SELECTION Sens Cap. Coil Atrfl Enter DB/WBiHR MBh cfm °F °F grAb 11.0 0.0 0.0 653 0 0 75.0 0.0 0.0 62.6 64.9 0.0 0.0 0.0 0.0 Leave DBIWB/HR °F °F grAb 59.8 56.7 64.0 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: MR & MRS GERSON Dataset Name: C:\CDS\LOAD321PROJECTS MR & MRS GERSON.LDS Floor Part ExFir Roof Walt AREAS Gross Total Glass ft' (%) 360 432 0 360 0 0 450 45 10 TEMPERATURES Ctg Htg SADB 60.0 77.1 Plenum 92.1 63.1 Return 75.0 68.0 RetIOA 75.0 68.0 Fn MtrTD 0.0 0.0 Fn B1dTD 0.0 0.0 Fn Frict 0.1 0.0 AIRFLOWS Cooling Heating Vent 0 0 Infll Q 0 Supply 653 653 Mincfm 0 0 Return 653 653 Exhaust 0 0 Ron Exh 0 0 Auxil Q 0 ENGINEERING CKS Cooling Heating 0.0 0,0 1.81 1.81 681.73 376.07 31.91 -18.25 2 % cfinift' dm/ton ft°lton Eltuthr•ft2 No. People HEATING COIL SELECTION • • .. aapfactt; toll Airfl Ent • • • •MBh • • •afo' °F Malt Htg • i • •: 1.6: i • :6, 68.0 Paw ritg.•i '•: 6.D' : : •0 • 0.0 Preheat 0.0 a 0.0 Reheat 0.0 0 0.0 .dud% • • 00 •••0.•0.0 'tor • • . • • Opt eat • : D.o' • •0 •0.0 •• • • • • • • Lvg °F 77.1 0.0 0.0 0.0 0.0 0.0 •' ••• • • • • ••• • • • • • • • • • • • • • ••• • TRACE® Load 700 �3,t? tqd at•E)3:4€ PI ;n 12123/2c� ••• • • • • ••• • • Room Checksums By DFG Consulting Engineers LIVING ROOM AREA COOUNG COIL PEAK Peaked at Time: Mo/Hr. 7 / 17 Outside Air. OADB/WB/HR: 89 / 77 / 119 Envelope Loads Skylite Solr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total ffiffi> Internal Loads Lights People Mlsc Sub Total ==> Ceiling Load Outside Air Sup. Fan Heat Ret an Heat Duct Heat Pkup OVIUNDR Sizing Exhaust Heat Terminal Bypass Grand Total 1==> Space Sens. + Lat. Btu/h Ret. AIr Sensible Btu/h Ret Alr Latent Btu/h CLG SPACE PEAK Mo/Hr. 7 / 17 OADB: 89 HEATING COIL PEAK Mo1Hr. 13/1 OADB: 47 Net Percent Space Percent Space Peak Coll Peak Percent Total Of Total Sensible Of Total Space Sena Tot Sens Of Total Btu/h ( %) Btu/h (%) Btu/h Btu/h ( %) o 0 0 0.00 0 0.00 0 0 0.00 O 0 0 0.00 0 0.00 0 0 0.00 O 2,669 2, . 23.67 0 0.00 0 -651 11.03 1,671 0 1,671 14.82 1,671 17.23 0 0 0.00 594 0 594 5.27 594 6.13 -975 -975 16.53 668 53 721 6.39 668 6.89 -609 -752 12.75 2,517 2,517 22.32 2,517 25.95 - 3,520 - 3,520 59.68 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 5,450 2,722 8,172 72.48 5,450 56.20 - 5,103 -5,89T 100.00 0 0 0 0.00 0 0.00 0 0 0.00 3,000 3,000 26.61 1,500 15.47 0 0 0.00 o o 0 0 0.00 0 0.00 0 0 0.00 3,000 0 0 3,000 26.61 1,500 15.47 0 0 0.00 2,748 -2,748 0 0.00 2,748 28.34 -793 0 0.00 0 0 0 0 0.00 0 0.00 0 0 0.00 103 0.91 0.00 0 0.00 o 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 O 0 0.00 0 0.00 0 0 0.00 o 0 0 0.m) 0.00 0 0.00 0 0 0 0.00 o.o0 0 0.00 11,198 0 11,275 100.00 9,698 100.00 -5,896 -5,897 100.00 Main Cy Aux Clg Opt Vent Total COOUNG COIL SELECTION Total Capacity Sens Cap, Coil Airtl Enter DBANB/HR ton MBh MBh cfm °F °F gr/Ib 0.9 0.0 0.0 11.3 0.0 0.0 0.9 11.3 9.8 0.0 0.0 578 0 0 75.0 0.0 0.0 62.6 64.9 0.0 0.0 0.0 0.0 Leave DBIWBIHR °F °F grab 59.8 56.1 61.3 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: MR & MRS GERSON Dataset Name: C: \CDSILOAD321PROJECTS\MR & MRS GERSON.LDS Floor Part ExFIr Roof Wail AREAS Gross Total Glass ft' ( %) 507 432 0 507 0 0 300 45 15 TEMPERATURES Ctg Htg SADB 60.0 77.1 Plenum 92.1 63.1 Return 75.0 68.0 RetIOA 75.0 68.0 Fn MtrID 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.1 0.0 AIRFLOWS Cooling Hearing Vent 0 0 Infll 0 0 SuppIy 578 578 Mlncfm 0 0 Return 578 578 Exhaust 0 0 Rm Each 0 0 Auxii 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.14 1.14 615.42 539.62 22.24 -11.62 6 % OA cfm/ft2 cfm/ton ft°lton I#Whrfts No. People HEATING COIL SELECTION • • • • • Qa , t Coll Alrfl Ent Lvg • • • • 4M9h • • •cfa't °F °F Wahl Htg • • • • -19. ,. , 51 68.0 77.1 Atm i •: 11 41° i s •l'� • 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 %un lil • 000 ••.o..Q.0 0.0 • Opt Vent • . b.o• • •0 •0.0 0.0 • • v9 • • • .• • • • •• • • •.• • • •.• • • • ••• • • • • • • • • • TRACE® Load i00 &Ceti:4at4i 43:412411 ort 05 42/23/2 ••• • • • ••• • • System Checksums By DFG Consulting Engineers System - 002 COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air: OADBANBIHR: Envelope Loads Skylite Solr Sic), lite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor infiltration Sub Total => Internal Loads Lights People Mist Sub Total 12'2> Calling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OVIUNDR Sizing Exhaust Heat Terminal Bypass Grand Tote/ m> Space Plenum Sens. + Lat. Sensible 13tulh Btu/h 0 0 O 0 O 6.083 10.018 0 1,175 0 2.477 288 7,257 0 0 20,927 6.351 O 0 3,000 O 0 3,000 0 6,351 -6351 O 0 0 Plenum Latent Btu/h 8/17 90/77/122 CLG SPACE PEAK Mo/Hr: 8 / 17 OADB: 90 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coll Peak Percent Total Of Total Sensibte Of Total Space Sens Tot Sens Of Total Btu/h (%) Btu/h ( %) Btu/h Btu/h ( %) 0 0.00 0 0.00 0 0 0.00 O 0.00 0 0.00 0 0 0.00 6,063 19.82 0 0.00 0 -1,542 6.87 10,018 32.75 10,018 34.81 0 0 0.00 1,175 3.84 1,175 4.08 -2,079 -2,079 9.27 2,765 9.04 2.477 8.61 -1,873 -2,284 10.18 7.257 23.72 7,257 25.22 - 10,559 - 10,559 47.05 0 0.00 0 0.00 0 0 0.00 O 0.00 0 0.00 0 0 0.00 27.278 89.17 20.927 72.72 - 14,511 - 16,465 73.37 O 0.00 0 0.00 0 0 3,000 9.81 1,500 5.21 0 0 O 0 0.00 0 0.00 0 0 O 3,000 9.81 1,500 5.21 0 0 0 0.00 8.351 2207 -1,954 0 O 0 0.00 0 0.00 0 0 314 1.03 0.00 0 0 0 0.00 0.00 0 0 0 0.00 0.00 0 O 0.00 0 0.00 -5,977 -5,977 0 0 0 0.00 0.00 0 0 0 0 0.00 0.00 0 30,278 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26.63 0.00 0.00 O 30,592 100.00 28,778 100.00 - 22,442 -22,442 100.00 Main CIg Aux Clg Opt Vent Total Total Capacity ton MBh 2.6 30.6 0.0 0.0 0.0 0.0 2.6 30.6 COOLING COIL SELECTION Sens Cap. Coil AIrtl Enter DBINBMR MBh cfm °F °F Ar/lb 29.1 0.0 0.0 1,766 0 0 75.0 0.0 0.0 62.6 64.9 0.0 0.0 0.0 0.0 Leave DBIWBMR °F °F cr/Ib 60.2 56.8 63.7 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: MR & MRS GERSON Dataset Name: C:\CDSU.OAD32■PROJECTSWIR & MRS GERSON.LDS Floor Part ExFIr Roof Wall AREAS Grose Total Glass ft' ( %) 1,215 1,296 0 1,215 0 0 870 96 11 Single Zone TEMPERATURES CIg Htg SADB 60.4 79.4 Plenum 91.5 62.9 Return 75.0 68.0 Ret!OA 75.0 68.0 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.1 0.0 AIRFLOWS Cooling Heating Vent 0 0 Inf11 0 0 Supply 1,766 1.766 Mincfm 0 0 Return 1,766 1,766 Exhaust 0 0 Rm Exh 0 0 Auxll 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.45 1.45 692.73 476.48 25.18 -18.47 6 % OA cfnaft' cfmlton tt:°lton Btuihr-fta No, People HEATING COIL SELECTION Capacity Coll AirfI Ent Lvg • •• "• • • t '• • ��fm•• CF Htg •i •• 2r i .• ii 6 68.0 Preheat • • '': , coo • ' • t• • 0.0 Reheat 0.0 0 0,0 MumldyF . 0.9 0 08 i Olbt ii • • 40• ":o 'iit0 glut .••.22..4 • • •' ; •• •' • • • •• • • . • •.• 79.4 0.0 0.0 0.0 0.0 0.0 ••• • • • • ••• • • • • • TRACE® Load i00 QUO gictlated at)3:1 MA 61 12/23/2005 ••• • • • ••• . • • •• .. . . Room Checksums By DFG Consulting Engineers BEDROOMS 2 & 3 COOLING COIL PEAK Peaked at The: Mohr. 9 / 18 Outside Air: OADB/WB/HR: 89 / 76 / 113 Envelope Loads SkylRe Solr Skylite Cond Roof Cond Glass Solar Glass Cond Wail Cond Partition Exposed Floor Infiltration Sub Total an* Internal Loads Lights People Misc Sub Total ® =a Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/1JNDR Sizing Exhaust Heat Terminal Bypass Grand Totes •• o, Space Ret Air Sens. • tat Sensible Btu/h Btu/h 0 0 o 0 O 3,763 5,082 0 514 0 1,489 178 2,421 0 0 9,507 3,941 0 0 1,000 O 0 1,000 0 3,951 -3,951 O 0 0 0 0 0 0 14,458 -9 Ret Air Latent Btuih CLG SPACE PEAK Mo/Hr. 9 / 16 OADB: 89 Net Percent Space Percent Total Of Total Sensible Of Total Muth ( %) Btuth ( %) O 0.00 0 0.00 O 0.00 0 0.00 3,763 25.77 0 0.00 5,082 34.81 5,082 38.41 514 3.52 514 3.69 1,667 11.42 1,489 10.67 2,421 16.58 2,421 17.35 0 0.00 0 0.00 0 0.00 0 0.00 13,448 92.11 9,507 68.11 0 0.00 0 0.00 1,000 8.85 500 3.58 O 0 0.00 0 0.00 0 1,000 8.85 500 3.58 O 0.00 3,951 28.31 O 0 0.00 0 0.00 152 1.04 0.00 O 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0 0.00 0.00 0 0 0.00 0.00 O 14,600 100.00 13,958 100.00 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -832 -1,079 - 3,520 0 0 -5,430 Coil Peak Percent Tot Sens Of Total Btu/h ( %) O 0.00 O 0.00 -960 8.84 0 0.00 -832 7.88 -1,306 12.03 -3,520 32.42 0 0.00 0 0.00 - 6,617 80.95 O 0 0.00 0 0 0.00 O 0 0.00 0 0 0.00 -1,216 0 0.00 O 0 0.00 0 0.00 0 0.00 O 0.00 4,239 4,239 39.05 O 0.00 0 0.00 - 10,884 - 10,855 100.00 Main CIg Aux Clg Opt Vent Total Total Capacity ton MBh 1.2 0.0 0.0 14.6 0.0 0.0 1.2 14.6 COOLING COIL. SELECTION Sens Cap. Coil Alrfl Enter DOMBIHR MBh cfm °F °F gr/b 14.1 0.0 0.0 857 0 0 75.0 62.6 84.9 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBIWBMR °F °F gr/lb 60.2 56.9 64.1 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: MR & MRS GERSON Dataset Name: C :ICDSILOAD321PROJECTS'MR & MRS GERSON.LDS Floor Part ExFir Roof Wall AREAS Gross Total Glass ft' (%) 756 432 0 756 0 0 480 38 8 TEMPERATURES CIg Htg SADB 60.4 79.4 Plenum 91.5 62.9 Return 75.0 88.0 RetIOA 75.0 68.0 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.1 0.0 AIRFLOWS Cooling Heating Vent 0 0 infil 0 0 Supply 857 857 Mlncfm 0 0 Return 857 857 Exhaust 0 0 Rm Exh 0 0 Auxil 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.13 1.13 703.97 621.11 19.32 -14.40 2 % OA cfrnlft° cltn ton Whoa Btu/hr•ft2 No. People HEATING COIL SELECTION • • ••• Capacity Coil Airfl Ent • • UM' • : :cftr• • °F Lvg °F • • • • r • •9 Maio Htg • • • 1 Q8 • • 89 • • • • 68.0 79.4 AwX•At% : ••: 04• • • 0. 0.0 0.0 Preheat 0.0 • 0. 0.0 0.0 Reheat 0.0 0 0.0 0.0 4iumidif • 0. • • •0 ..g.0 0.0 • Opt i✓er§ : : �.0• • •0 • .0 0.0 : • : :-1Qs • • • • •:• i•• • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • TRACE® Load 100 il t?g cuat�cf at t3:411 iA 4;112/23/2005 ••• • • • ••• • . Room Checksums By DFG Consulting Engineers LIBRARY COOLING COIL PEAK Peaked at Tlme: Mo/Hr: 8 / 17 Outside Air: OADBMiBMR: 90 / 77 / 922 Envelope Loads SkyIke Sole Skylite Cond Roof Cond Glass Solar Glass Cond Walt Cond Partition Exposed Floor Inflltratlon Sub Total •m> Internal Loads Lights People Misc Sub Total ==> Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat DuctHeat Pkup OVWUNDR Sizing Exhaust Heat Terminal Bypass Grand Total = Space Sens. + Lat Btu/h Ret Air Ret Air Sensible Latent Btu/h Btu/h 0 0 O 0 O 1,644 2,720 0 193 0 510 58 2,690 0 0 6,113 1,702 0 0 1,000 O 0 1,000 0 1,647 -1,647 O 0 o- 0 0 0 0 8,759 56 CLG SPACE PEAK Mohr. 8/17 OADB: 90 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h (%) Btu/h t%) 0 0.00 0 0.00 0 0.00 0 0.00 1,644 18.46 0 0.00 2,720 30.55 2,720 32.94 193 2.16 193 233 569 6.38 510 6.18 2,690 30.20 2,690 32.56 0 0.00 0 0.00 O 0.00 0 0.00 7,815 87.76 6,113 74.01 O 0.00 0 0.00 1,000 11.23 500 6.05 O 0 0.00 0 0.00 O 1,000 11.23 500 6.05 0 0.00 1,647 19.94 O 0 0.00 0 0.00 90 1.01 0.00 O 0.00 0.00 O 0.00 0.00 0 0.00 0 0.00 O 0 0.00 0.00 O 0 0.00 0.00 0 8,905 100.00 8,259 100.00 HEATING COIL PEAK Mohr. 13 / 1 OADB: 47 Space Peak Space Sens Btu/h Coll Peak Percent Tot Sens_ Of Total Btu/h t %) b 0 0.00 Q 0 0.00 O -400 6.24 0 0 0.00 -295 -295 4.59 - 382 -482 7.21 - 3,520 - 3,520 54.87 0 0 0.00 0 0 0.00 -4,196 - 4,677 72.91 0 0 0 0 -507 0 -1,738 -8,441 0 0.00 0 0.00 0 0.00 0 0.00 O 0.00 O 0.00 O 0.00 O 0.00 0 0.00 -1 ,738 27.09 O 0.00 O 0.00 -6,415 100.00 Main Clg Aux Clg Opt Vent Total COOLING COIL SELECTION Total Capacity Sens Cap. Coll Airfl Enter DBMtSIHR ton MBh MBh cfm °F °F gr/tb 0.7 0.0 0.0 8.9 0.0 0.0 0.7 8.9 8.4 0.0 0.0 507 75.0 O 0.0 O 0.0 62.6 64.9 0.0 0.0 0.0 0.0 Leave DBIWBMR °F °F grub 60.2 56.8 63.4 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: MR & MRS GERSON Dataset Name: C :\CDS\LOAD321PROJECTSWIR & MRS GERSON.LDS Floor Part ExFtr Roof Wall AREAS Gross Total Glass ft' (%) 315 432 0 315 0 0 170 14 8 TEMPERATURES CIS Htg SADB 60:4 79.4 Plenum 91.5 62.9 Return 75.0 68.0 Ret!OA 75.0 68.0 Fn MtrTD 0.0 0.0 Fn BkITD 0.0 0.0 Fn Ftict 0.1 0.0 AIRFLOWS Cooling Heating Vent 0 0 infll 0 0 Supply 507 507 Mlncfm 0 0 Return 507 507 Exhaust 0 0 Rm Exh 0 0 Auxil 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 1.61 1.61 683.00 424.48 28.27 -20.45 2 % OA cfrn/ft' cim/ton ft'/ton Btu/hr'ft' No. People HEATING COIL T..IODNF • • • • • C•apaclty Coil Akii Ent Lvg MaitiHtg •i ••ii i••• 68.0 79.4 Av, l%g••i ••i 0 • • • 0 • 0.0 F Preheat 0.0 • • b• 0.0 Reheat 0.0 0 0.0 ttumidif • 0.9 •.0 • .. 0 • Opt ier: • . • 4.0• • •0 ..0 •_ • • • .•• • . •} • • • • • • .•• 0.0 0.0 0.0 0.0 0.0 ••• • • • • ••• • • • • • • • • • • • • • ••• TRACE® Load 100 J a 'mete 1 at 83:4 :3111.11 17./23/20°5 Room Checksums By DFG Consulting Engineers MEDIA ROOM COOLI Peaked at Time: Outside Air: Envelope Loads Skylite SoIr Skyl to Cond Roof Cond Glass Solar Glass Conti Wall Cond Partition Exposed Floor infiltration Sub Total am> Internal Loads Lights People Misc Sub Total ==> Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OVRJNDR Sizing Exhaust Heat Terminal Bypass Grand Total ®> Space Sens. + Lat. Btuth NG COIL PEAK Mo/Hr: 6 / 18 OADBhA/13/HR: 86 / 75 / 115 Ret Air Sensible Btulh O 0 O 0 o 655 2,216 0 468 0 478 51 2,146 0 0 5,308 707 0 0 1,000 0 0 1,000 0 753 -753 O 0 0 0 0 0 0 7,061 -46 Ret. Air Latent Btulh CLG SPACE PEAK Mo/Hr: 6 / 18 OADB: 86 Net Percent Space Percent Total Of Tidal Sensible Of Total Btulh ( %) BtuTh (%) O 0.00 0 0.00 O 0.00 0 0.00 655 9.25 0 0.00 2,216 31.27 2,216 33.77 468 6.61 468 7.14 530 7.47 478 7.29 2,146 30.29 2,146 32.71 O 0.00 0 0.00 O 0.00 0 0.00 6,015 84.88 5,308 80.90 O 0.00 0 0.00 1,000 14.11 500 7.62 O 0 0.00 0 0.00 0 1,000 14.11 500 7.62 O 0.00 753 11.47 0 0 0.00 0 0.00 72 1.01 0.00 O 0.00 0.00 O 0.00 0.00 O 0.00 0 0.00 0 0 0.00 0.00 o 0 0.0o o.00 0 7,086 100.00 8,561 100.00 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Space Peak Space Sens Bluth Coil Peak Percent Tot Sens Of Total Biu/h ( %) 0 0 0.00 O 0 0.00 O -183 3.54 O 0 0.00 - 953 -953 18.43 -412 -516 9.98 -3,520 -3,520 68.06 O 0 0.00 O 0 0.00 - 4,885 -5,172 100.00 0 0 0.00 0 0 0.00 0 0 0.00 O 0 0.00 -232 0 0.00 0 0 0.00 0 0.00 0 0.00 O 0.00 O 0 0.00 0 0.00 O 0.00 -5,116 -5,172 100.00 Main Clg Aux Ctg Opt Vent Total Total Capacity ton MBh 0.6 0.0 0.0 7.1 0.0 0.0 0.6 7.1 COOLING COIL SELECTION Sens Cap. Coll Alrft Enter DBIWBIHR MBh cfm °F °F gr/Ib 6.6 0.0 0.0 403 75.0 0 0.0 0 0.0 62.6 64.9 0.0 0.0 0.0 0.0 Leave DBIWB/HR °F °F gr/Ib 60.2 56.7 63.3 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: MR & MRS GERSON Datasot Name: C :ICDS\LOAD32\PROJECTS\MR & MRS GERSON.LDS Floor Part ExFtr Roof Wall AREAS Gross Total Glass ft2 ( %) 144 432 0 144 0 0 220 44 20 TEMPERATURES Ctg Htg SADB 60.4 79.4 Plenum 91.5 62.9 Return 75.0 68.0 RetIOA 75.0 68.0 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 00 Fn Frict 0.1 0.0 AIRFLOWS Cooling Heating Vent 0 0 Infil 0 0 Supply 403 403 Mincfm 0 0 Return 403 403 Exhaust 0 0 Rm Exh 0 0 Auxil 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 2.80 2.80 681.80 243.86 49.21 -35.53 2 % OA ctrNft° cfmtton ft•Iton Btu/hrft' No. People HEATING COIL SELECTION • • • • • CjaPacity CoU Ahfl Ent • • • ciM h•• • • • :ofgi • °F MLA Htg • : • • : -y 1: : • :403. 68.0 Aux Atg••: ••: Q.Q• • • •0 • 0.0 Preheat 0.0 0 OA Reheat 0.0 0 0.0 tiumidif • 0.0 ...o •.Q.o • pt ent : : 8.0• • •0 •o•o ••• • • ••• • •• Lvg °F 79.4 0.0 0.0 0.0 0.0 0.0 ••• • • • • ••. • • • • • • • • • • TRACE® Load 100 at i3:4 r Mr cat 12/23/2005 ••• • • • ••• • • System Checksums By DFG Consulting Engineers System - 003 COOLING COIL PEAK Peaked at Time: Mohr. Outside Air: OADB/W13/HR: Envelope Loads Skylite SoIr Skyl to Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total •=a internal Loads Lights People Misc Sub Total =_> Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OVIUNDR Sizing Exhaust Heat Terminal Bypass Grand Total =a Space Sens. + Lat. Btu/h Plenum Plenum Sensible Latent Btu/h Btu/h O 0 o 0 Q 1,557 4,209 0 539 0 865 79 2.517 0 0 8.130 1.636 7/17 89/77/119 CLG SPACE PEAK Mohr. 7/17 OADB: 89 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coll Peak Percent Total Of Total Sensible Of Total- Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) O 0.00 0 0.00 0 0 0.00 O 0.00 0 0.00 0 0 0.00 1,557 15.00 0 0.00 0 - 368 6.48 4,209 40.55 4,209 42.03 0 0 0.00 539 5.19 539 5.38 -884 -884 15.65 944 9.09 865 8.64 -722 -878 15.54 2.517 24.25 2,517 25.13 -3520 - 3,520 62.33 O 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 9,765 94.08 8.130 81.17 -5,125 -5,647 100.00 0 0 0 0.00 0 0.00 0 0 0.00 500 500 4.82 250 2.50 0 0 0.00 O 0 0 0 0.00 0 0.00 0 0 0.00 500 0 0 500 4.82 250 2.50 0 0 0.00 1.636 -1.636 0 0.00 1,636 16.33 -522 0 000 O 0 0 0 0.00 0 0.00 0 0 0.00 115 1.11 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 O 0 0 0.00 0.00 0 0.00 O 0 0 0.00 0.0o 0 0.00 10,265 0 0 10,380 100.00 10,015 100.00 -5,647 -5,647 100.00 Main Cig Aux Cig Opt Vent Total Total Capacity ton MBh 0.9 0.0 0.0 10.4 0.0 0.0 0.9 10.4 COOLING COIL SELECTION Sens Cap. Coil Airfl MBh cfm 10.1 0.0 0.0 645 0 0 Enter DWWB/HR LeaveDBNYBIHR °F °F grilb °F °F pr/lb 75.0 0.0 0.0 62.6 64.9 0.0 0.0 0.0 0.0 60.9 57.3 64.4 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: MR & MRS GERSON Dataset Name: C:\CDS\LOAD32\PROJECTSWIR & MRS GERSON.LDS Floor Part ExFlr Roof Wail AREAS Gross Total Glass ft' ( %) 297 432 0 297 0 0 340 41 12 Single Zone TEMPERATURES Clg Htg SADB 61.1 75.9 Plenum 92.4 62.5 Return 75.0 68.0 Ret/OA 75.0 68.0 Fn MtrTD 0.0 0.0 Fn BtdTD 0,0 0.0 Fn Frict 0.1 0.0 AIRFLOWS Cooling Heating Vent 0 0 Inf l 0 0 supply 645 645 Mhrcfm 0 0 Return 645 645 Exhaust 0 0 Rm Exit 0 0 Auxil 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 2.17 2.17 745.99 343.35 34.95 -19.01 1 % cMVft' cfmiton triton Btuihr -ft' No. People HEATING COIL SELECTION ••• ••• . 1B1 • : � rfiS "E °F L °F Male Htg • • • i-5•% • :4348. 68.0 75.9 A t9••i '•: o• • • • QQ • 0.0 0:0' Preheat 0.0 • 0� OA 0.0 Reheat 0.0 NiumidiP • 9.9 •OptNrent : : cto • t • • • • T ••• • • • •• 0 0.0 ..0 .40 ,./1 :0.0 • • • • • • •• • 0.0 0.0 0.0 ••• • • • • ••• • • • • • • • • • • • • ••• • • TRACE® Load • v i�0'c u at 03:41 eRlocit 12/23/2005 ••• • • • ••• • • Room Checksums By DFG Consulting Engineers MAIDS ROOM COOLING COIL PEAK Peaked at Time: Mo/Hr: 7 / 17 Outside Air: OADBIWB/HR: 89 / 77 / 119 Envelope Loads Skylite Soir Skylite Cond Roof Cord Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total 00> Internal Loads Lights People Mlsc Sub Total =_> Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total ==> Space Sens. + Lat Btu/h Ret Air Sensible Btu/h Ret Air Latent Btu/h CLG SPACE PEAK Mo/Hr: 7 / 17 OADB: 89 HEATING COIL PEAK Mo!Hr: 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coll Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h (3) Btu/it (%) Btu/h Btu/h ( %) o 0 0 0.00 0 0.00 0 0 0.00 O 0 0 0.00 0 0.00 0 0 0.00 O 1,557 1,557 15.00 0 0.00 0 -366 6.48 4,209 0 4,209 40.55 4,209 42.03 0 0 0.00 539 0 539 5.19 539 5.38 -884 -884 15.65 865 79 944 9.09 865 8.64 - 722 -878 15.54 2,517 2,517 24.25 2,517 25.13 - 3,520 - 3,520 62.33 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 8,130 1,636 9,785 94.08 8,130 81.17 -5,125 -5,647 100.00 O 0 0 0.00 0 0.00 0 0 0.00 500 500 4.82 250 2.50 0 0 0.00 0 0 0 0 0.00 0 0.00 0 0 0.00 500 0 0 500 4.82 250 2.50 0 0 0.00 1,636 -1,636 0 0.00 1,636 16.33 -522 0 0.00 0 0 0 0 0.00 0 0.00 0 0 0.00 115 1.11 0.00 0 0.00 O 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 moo 0 0.00 0 0 0.00 O 0 0 0.00 0.00 o o.00 O 0 0 0.00 moo 0 0.00 10,265 O 0 10,380 100.00 10,015 100.00 - 5,647 -5,647 100.00 Main Gig Aux Cig Opt Vent Total Total Capacity ton MBh 0.9 0.0 0.0 10.4 0.0 0.0 0.9 10.4 COOLING COIL SELECTION Sens Cap. Coll Airtl Enter DBMWBIHR MBh cfm °F °F grab 10.1 0.0 0.0 645 0 0 75.0 0.0 0.0 62.6 0.0 0.0 64:9 0.0 0.0 Leave DBIWBIHR °F °F gr/Ib 60.9 57.3 64.4 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: MR & MRS GERSON DatasetName: C:ICDSILOAD32lPROJECTSW1R & MRS GERSON.LDS Floor Part ExFIr Roof Well AREAS Gross Total Glass ft' ( %) 297 432 0 297 0 0 340 41 12 TEMPERATURES Clg Htg SADB 61.1 75.9 Plenum 92.4 62.5 Return 75.0 68.0 RetIOA 75.0 68.0 Fn MbTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.1 0.0 AIRFLOWS ding Vent 0 tniti 0 Supply 645 Mlncfm 0 Return 645 Exhaust 0 Rm Exit 0 Auxii 0 Heating 0 0 845 0 645 0 0 0 ENGINEERING CKS Cooling Heating 0.0 0.0 2.17 2.17 745.99 343.35 34.95 -19.01 1 % OA cfm/1t2 cfm/ton ft2/ton Biu/hrm No. People HEATING COIL SELECTION • • • • • Qapjfcity Coil AUR Ent • • • IIBh • • cft °F 19IaM.�Htg•• •••47i i• itrit, 68.0 Aitr•tit8... • • i if 4 • • • A• • 0.0 Preheat 0.0 0 0.0 Reheat 0.0 0 00 •RptM• • 0.9 • „b O Y Q Ke• • .-5.9 • • . • • •• Lvg °F 75.9 0.0 0.0 0.0 0.0 0.0 .•• • ••• • • • • • • • • • TRACE® Load to vie*uttei at a3:4 e .ot 12/23/2005 ••• • • • ••• • • • ••• • ••••••• • • Project Name: Mr. & Mrs. Gerson Residence Addition CITY COPY ..• •• • • • • •• • • • • • • • •• • • • •••• • • • • • • • • • •••• •• •• • • •••• • • • • •• •• •••• • • • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • • • • •• • Location: 290 Grand Concourse. Miami Shores. Florida By: NWCS Consulting & Specialty Engineering, Inc. FBPE C.A. #9655 Start Date: 12/22/2005 Comments: Calculations by: Nelson F. Walters. FL, P.E. #58207 \Gerson Addition \Gerson Addition.wls Mr. & Mrs. Gerson Residence Addition December 22, 2005 •Loca I Information Wind Dir. Ex•osure 1 C 2 C 3 C 4 C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses Toad combinations • from sources other than in ASCE 7 Section 2. • ASCE7 -98 • • • • • • • .. • .• . . .. • • • .. • • • • • • • • • 0 •... .• •• •..• • • • . .... • .. • • • • .... • . .... • • ... • •• .. • Wind Loads on Structures — [1.11] Copyright © 2000 SDG, Inc. Page 1 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 .Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall 1 2 3 4 Length(ft) 91.5 44.0 91.5 44.0 Overhang (ft) 3.33 3.33 3.33 3.33 Eave Height: 11.33t Parapet Height: 0 ft Roof Shape: Hipped Roof A &B C &D • Slope(Deg) 10.0 10.0 W1 W2 A B W4 W3 Top ASCE7 -98 • • • •• • • • • • • •• • • • • • • • • •••• • • • • • • •• •••• •• •• • • •• •• •• • • • • •••• • • • • • • • • • • • • •••• • • • • • •••• • • • • • •• • • ••• • • • • • Front W11 W4 W3 •• • Right C D W4 W3 W2 Wind Loads on Structures — [1.11] Copyright © 2000 SDG, Inc. Page 2 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 Section - 1 Enclosure Classification: Enclosed Building Category: II Connected to: Main Section Connected to wall: W2 Position on W2: 7 ft Wall 1 2 3 4 Length(ft) 26.0 19.0 26.0 19.0 Overhang(ft) 3.33 3.33 3.33 3.33 Eave Height: 11.33t • Parapet Height: 0 ft Roof Shape: Hipped Roof Slope(Deg) A &B 10.0 C &D 10.0 • W2 W1 A B /off W4 W3 • • • ASCE7 -98 • • • • • • •• • •• • • • • • • • •• • • • • •••• • • • • • • • • • •••• •• •• •••• • • • • • •• •••• •• • • •••• • • •••• • • •• • • ••• • ♦ • •• • • • • • • • Front •• • Right Wind Loads on Structures — [1.11] Copyright © 2000 SDG, Inc. Page 3 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 *Section - 2 Enclosure Classification: Enclosed Building Category: II • Connected to: Main Section Connected to wall: W2 Position on W2: 26 ft Wall Length(ft) 1 34.0 2 21.0 3 34.0 4 21.0 1 Eave Height: Parapet Height: Overhang (ft) 3.33 3.33 3.33 3.33 11.33t 0 ft Roof Shape: Hipped Roof Slope(Deg) A &B 10.0 C &D 10.0 W1 W2 A B l K \ W4 W3 ASCE7 -98 Top: • • •• • • Front Ate_ B WI W4 W3 • • • •• • • • • • • • •• • •••• • • • • • • •••• •• •• • • ••• • • • • • •• •••• • • • • • • • • •• • • • •••• • • • •• • • ••• • • • • • • Right c W4 rt W3 D W2 Wind Loads on Structures — [1.11] Copyright © 2000 SDG, Inc. Page 4 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 Composite Drawing 4 G 3 E F 2 H 5 6 7 K L J8 9 C 1 A g 10 D 11 ASCE7 -98 • • • • • • • •• • •• • . • • • • • •• • • • • 6.0 • • • • • •••• •• •• •••• • • • • *0 • •• •• •.• • • • • • • • • • •••■• • • • • •••• • • • • • •• • • ••• • • • • • •• • Wind Loads on Structures — [1.11] Copyright © 2000 SDG, Inc. Page 5 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 Components and Cladding Input • • ASCE7 -98 Component Description GT -1 GT -2 GT -3 GT-4 T -1 T -2 T -3 T-4 T -5 T-6 H -1 J -1 ROOFING WINDOW A WINDOW B WINDOW C WINDOW D WINDOW E WINDOW F DOOR 1 DOOR 4 CMU WALLS I Wall/Roof I Surface Label I Zone' Span(ft) I Width(ft) I Area(sqft) Roof J 2 17.3 5.0 100.1 Roof K 2 17.3 4.0 100.1 Roof H 2 20.3 4.0 137.4 Roof G 2 20.3 4.0 137.8 Roof J 2 15.0 2.0 75.0 • ,•••• Roof L 2 8.5 2.0 :.X.:1 • Roof J 2 17.3 2.0 • • •1pa1 • • • •• Roof E 2 16.6 2.0 ' V1°.9 Roof E 2 20.3 2.0 • ..137.4 Roof E 2 20.3 2.0 0'1,1,314 Roof G 3 8.5 2.5 • • NA Roof G 2 6.0 2.0 : 1223 Roof F (All) : 10 • Wall 8 (All) 1.5 3.2 4.928 Wall 3 (All) 2.2 3.2 7.072 Wall 1 (All) 1.1 4.2 4.6842 Wall 3 (All) 3.1 4.2 12.978 Wall 7 4 3.1 4.2 13.02 Wall 10 (All) 3.1 3.2 9.92 Wall 5 4 3.0 6.7 20.0 Wall 1 4 2.5 6.7 16.675 Wall 4 (All) 11.3 1.0 42.8 • • • • • • • • • • •• •• • • •••• • • •••• • • • • • • ••• • • f ••• • • • • • • • Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 6 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 Components and Cladding Output Component Description' Surface I Zone I z(ft) I q(psf) I GCp [GCpi I ExtPres(psf) I Net w/ +GCpi (psf) I Net w/ -GCpi (psf) GT -1 GT -2 GT -3 GT-4 -1 J 2 13.3 46.3 0.20 0.18 9.3 0.9 17.6 13.3 46.3 -1.10 -50.9 -59.3 ' -42.6 13.3 46.3 0 -50.9 K 2 13.3 46.3 0.20 0.18 9.3 13.3 46.3 -1.10 -50.9 13.3 46.3 0 -50.9 H 2 13.3 46.3 0.20 0.18 9.3 13.3 46.3 -1.10 -50.9 13.3 46.3 0 -50.9 G 2 13.3 46.3 0.20 0.18 9.3 13.3 46.3 -1.10 -50.9 13.3 46.3 0 -50.9 0.9 '17 �.• -59.3 . • • • • '-42.6 . • • .. . .. • • • • • • •• • • •••• . 0.9 ••••e• •1.7.6.; -59.3 • • '�• •• • •• • .... • • . •••- • • • • • • 0.9 • • • • • •h ?.6•• • .. • -59.3 • • 4�2!b�� J 2 13.3 46.3 0.21 0.18 9.7 1.4 18.1 13.3 46.3 -1.19 -55.1 -63.4 . -46.8 13.3 46.3 -1.61 0 -74.5 T -2 L 2 13.3 46.3 0.26 0.18 12.0 3.7 20.4 13.3 46.3 -1.53 -70.8 -79.2 -62.5 13.3 46.3 -1.66 0 -76.9 T -3 J 2 13.3 46.3 0.20 0.18 9.3 0.9 17.6 13.3 46.3 -1.10 -50.9 -59.3 0, -42.6 13.3 46.3 0 -50.9 T-4 E 2 13.3 46.3 0.20 0.18 9.3 0.9 17.6 13.3 46.3 -1.13 -52.3 -60.7 • -44.0 13.3 46.3 -1.60 0 -74.1 T -5 E 2 13.3 46.3 0.20 0.18 9.3 0.9 17.6 13.3 46.3 -1.10 -50.9 -59.3 • -42.6 13.3 46.3 0 -50.9 • Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 7 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 Components and Cladding Output 1 1 1 1 1 1 1 1 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) T-6 E 2 13.3 46.3 0.20 0.18 9.3 0.9 17.6 13.3 46.3 -1.10 -50.9 -59.3 " -42.6 13.3 46.3 0 -50.9 H -1 J -1 ROOFING WINDOW A WINDOW B WINDOW C G 3 13.3 46.3 0.26 0.18 12.0 13.3 46.3 -2.15 -99.5 13.3 46.3 -2.04 0 -94.5 • . 3.7 •..• : -107.9 - • •••• • • •••• 20.4 :442• • • • • • • •• •• G 2 13.3 46.3 0.29 0.18 13.4 5.1 • • • i?A e8 • 13.3 46.3 -1.74 - 80.6 -88.9 •• •• '12'2 13.3 46.3 -1.69 0 -78.2 • ' ' F 1 13.3 46.3 0.30 0.18 13.9 5.6 •• • • � ;2 • 13.3 46.3 -1.00 -46.3 -54.6 -38.0 13.3 46.3 -1.70 0 -78.7 2 13.3 46.3 0.30 0.18 13.9 5.6 22.2 13.3 46.3 -1.80 -83.3 -91.7 -75.0 13.3 46.3 -1.70 0 -78.7 3 13.3 46.3 0.30 0.18 13.9 5.6 22.2 13.3 46.3 -2.80 -129.6 -138.0 -121.3 13.3 46.3 0 -129.6 • • • • • • • • • • 8 4 13.3 46.3 0.90 0.18 41.7 33.3 50.0 13.3 46.3 -0.99 -45.8 -54.2 -37.5 5 13.3 46.3 0.90 41.7 33.3 50.0 13.3 46.3 -1.26 -58.3 -66.7 -50.0 3 4 13.3 46.3 0.90 0.18 41.7 33.3 50.0 13.3 46.3 -0.99 -45.8 -54.2 -37.5 5 13.3 46.3 0.90 41.7 33.3 50.0 13.3 46.3 -1.26 -58.3 -66.7 -50.0 1 4 13.3 46.3 0.90 0.18 41.7 33.3 50.0 13.3 46.3 -0.99 -45.8 -54.2 -37.5 5 13.3 46.3 0.90 41.7 33.3 50.0 • Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 8 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 C•omponents and Cladding Output Component Description' Surface I Zone I z(ft) I q(psf) I GCp I GCpi I ExtPres(psf) I Net w/ +GCpi (psf) I Net w/ -GCpi (psf) WINDOW C 1 5 13.3 46.3 -1.26 0.18 -58.3 -66.7 -50.0 WINDOW D 3 4 13.3 46.3 0.88 0.18 40.7 32.4 49.1 13.3 46.3 -0.97 -44.9 -53.2 -36.6 5 13.3 46.3 0.88 40.7 32.4 A1:• 13.3 46.3 -1.22 -56.5 -64.8 ••••. x-48.2 •• • '••' • • WINDOW E 7 4 13.3 46.3 0.88 0.18 40.7 32.4 49.1 • • •13.3 46.3 -0.97 -44.9 -53.2 • •,,, •� • • •••••• • • WINDOW F 10 4 13.3 46.3 0.90 0.18 41.7 33.3 •• •• ddfl' • • 13.3 46.3 -0.99 -45.8 -54.2 • x.7-.5 • • 5 13.3 46.3 0.90 41.7 33.3 • 30.0'• • • 13.3 46.3 -1.26 -58.3 -66.7 0;5.0;8; • DOOR 1 5 4 13.3 46.3 0.85 0.18 39.4 31.0 47.7 13.3 46.3 -0.94 -43.5 -51.9 -35.2 DOOR 4 1 4 13.3 46.3 0.86 0.18 39.8 31.5 48.2 13.3 46.3 -0.95 -44.0 -52.3 -35.7 CMU WALLS 4 4 13.3 46.3 0.80 0.18 37.0 28.7 45.4 13.3 46.3 -0.89 - 41.2 -49.5 -32.9 5 13.3 46.3 0.80 37.0 28.7 45.4 13.3 46.3 -1.06 -49.1 -57.4 -40.7 • Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 9 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # I Surface I z (ft) 1 Windward Wall 11.3 Overhang Top 13.3 Overhang Bot 11.3 I q (psf) I G I Cp I GCpi tExt Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 46.3 0.86 0.80 0.18 31.9 23.5 40.2 46.3 -0.73 0 -29.1 46.3 31.9 • • • • .'. 2 Side Wall 13.3 46.3 0.86 -0.70 0.18 -27.9 -36.2 -1 D'S '. •• 3 Windward Wall 11.3 46.3 0.86 0.80 0.18 31.9 23.5 ••••• • ... • 4QE • ; • • .••• Overhang Top 13.3 46.3 -0.73 0 -29.1 .. . • • . . • Overhang Bot 11.3 46.3 31.9 •• •• �.•••• ' .. 4 Side Wall 13.3 46.3 0.86 -0.70 0.18 -27.9 -36.2 19.E „• • .• • • • • 5 Leeward Wall 13.3 46.3 0.86 -0.50 0.18 -19.9 -28.2 -11.6 • Windward Wall 11.3 46.3 0.86 0.80 0.18 31.9 23.5 40.2 Overhang Top 13.3 46.3 -0.73 0 -29.1 Overhang Bot 11.3 46.3 31.9 7 Side Wall 13.3 46.3 0.86 -0.70 0.18 -27.9 -36.2 -19.5 8 Leeward Wall 13.3 46.3 0.86 -0.50 0.18 -19.9 -28.2 -11.6 9 Side Wall 13.3 46.3 0.86 -0.70 0.18 -27.9 -36.2 -19.5 10 Leeward Wall 13.3 46.3 0.86 -0.50 0.18 -19.9 -28.2 -11.6 11 Side Wall 13.3 46.3 0.86 -0.70 0.18 -27.9 -36.2 -19.5 A Windward Roof 13.3 46.3 0.86 -0.74 0.18 -29.5 -37.8 -21.1 B Leeward Roof 13.3 46.3 0.86 -0.34 0.18 -13.5 -21.9 -5.2 C &D Roof • 0 to 6.6 * 46.3 0.86 -0.90 0.18 -35.8 6.6 to 13.3 * 46.3 -35.8 13.3 to 26.5 * 46.3 -0.50 -19.9 -44.2 -44.2 -28.2 -27.5 -27.5 -11.6 • • • Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 10 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # I Surface Iz (ft) I q (psf) I G I Cp I GCpi I Ext Pres ( psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) C &D Roof 26.5 to 44.0 * 46.3 0.86 -0.30 0.18 -11.9 -20.3 E Windward Roof 13.3 46.3 -0.96 -38.2 -46.6 F Leeward Roof 13.3 46.3 0.86 -0.55 0.18 -21.9 -30.2 -3.6 -299 • • • • • • • • • • -136. • • • •••. •••• G &H Roof 0 to 6.6 * 46.3 0.86 -0.97 0.18 -38.6 -47.0 •. • • • •. -3Q.8 • : • 6.6 to 13.3 * 46.3 -0.85 -33.8 -42.2 • • • • 25.E . : ' • 13.3 to 21.0 * 46.3 -0.55 -21.9 -30.2 •••••• - 13.&.. • •••• • • • • 1 Windward Roof 13.3 46.3 0.86 -1.00 0.18 -39.8 -48.2 • • • -31,' ,,, • •••I: '.•' • • ••• .... • • J Leeward Roof 13.3 46.3 0.86 -0.58 0.18 -23.1 -31.4 -14•$ • • &L Roof 0 to 6.6 * 46.3 0.86 -1.02 0.18 -40.6 6.6 to 13.3 * 46.3 -0.82 -32.7 13.3 to 19.0 * 46.3 -0.58 -23.1 * Distance from windward edge. -48.9 -41.0 -31.4 -32.3 -24.3 -14.8 • ••• • • •• • •• • •• • • •• • •. • Wind Loads on Structures - [1.11 ] Copyright © 2000 SDG, Inc. Page 11 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # 'Surface Iz (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 1 Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 2 Leeward Wall 13.3 46.3 -0.27 -11.0 -19.3 -20.2 -2.7 • • • •••• 3 Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 • -2a.2 •, • • •• •••• • • .... .••. 4 Windward Wall 12.2 46.3 0.88 0.80 0.18 32.6 24.3 40 ▪ +9 . • • • 12.3 46.3 32.6 24.3 40. §. " "• 13.2 46.3 32.6 24.3 •••••• 4CP.9...' •••• Overhang Top 13.3 46.3 -0.70 0 -28.5 • • • • • • • •••• •••• Overhang Bot 11.3 46.3 0.80 32.6 • • • •••' • • ••• •••• 5 Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20'2 • Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 7 Windward Wall 12.2 12.3 13.0 Overhang Top 13.3 Overhang Bot 11.3 46.3 0.88 0.80 0.18 32.6 46.3 32.6 46.3 32.6 46.3 -0.70 0 -28.5 46.3 0.80 32.6 24.3 24.3 24.3 40.9 40.9 40.9 8 Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 9 Windward Wall 12.2 12.3 13.0 13.2 13.3 15.2 Overhang Top 13.3 Overhang Bot 11.3 46.3 0.88 0.80 0.18 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.3 32.6 46.5 32.7 46.3 -0.70 0 -28.5 46.3 0.80 32.6 24.3 24.3 24.3 24.3 24.3 24.4 40.9 40.9 40.9 40.9 40.9 41.1 10 Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 • •• • • •• • •• • • • Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 12 of 17 • • • • Mr. & Mrs. Gerson Residence Addition December 22, 2005 0MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # I Surface I z (ft) 11 Leeward Wall 13.3 ASCE7 -98 I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net wI +GCpi (psf) I Net w/ -GCpi (psf) 46.3 0.88 -0.27 0.18 -11.0 -19.3 -2.7 A &B Roof 0 to 6.6 * 46.3 -0.90 -36.7 -45.0 -283 • 6.6 to 13.3 * 46.3 -36.7 -45.0 • -28 ' "" • • • • • 13.3 to 26.5 * 46.3 -0.50 -20.4 -28.7 • • -12r . •• • •• 26.5 to 91.5 * 46.3 -0.30 -12.2 -20.6 • -3.9 • • • •••t.• •... • • • • ▪ • • • • • C Windward Roof 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 • ' • -20.4' " • • •• •• •••• •••1•• D Leeward Roof 13.3 46.3 0.88 -0.30 0.18 -12.2 -20.6 • • • -3.9 ' ', • • • • E &F Roof 0 to 6.6 * 46.3 0.88 -0.90 0.18 -36.7 -45.0 • • • • -2843 :•: • 6.6 to 13.3 * 46.3 -36.7 -45.0 -28.3' • 13.3 to 26.5 * 46.3 -0.50 -20.4 -28.7 -12.0 26.5 to 34.0 * 46.3 -0.30 -12.2 -20.6 -3.9 G Windward Roof 13.3 46.3 0.88 -0.81 0.18 -33.0 -41.3 -24.7 H Leeward Roof 13.3 46.3 0.88 -0.41 0.18 -16.7 -25.0 -8.4 I &J Roof 0 to 6.6 * 46.3 0.88 -0.91 0.18 -37.1 -45.4 -28.7 6.6 to 13.3 * 46.3 -0.90 -36.7 -45.0 -28.3 13.3 to 26.0 * 46.3 -0.50 -20.4 -28.7 -12.0 K Windward Roof 13.3 46.3 0.88 -0.91 0.18 -37.1 -45.4 -28.7 L Leeward Roof 13.3 46.3 0.88 -0.50 0.18 -20.4 -28.7 -12.0 * Distance from windward edge. Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 13 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 ibMWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # I Surface lz (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 1 Leeward Wall 13.3 46.3 0.86 -0.50 0.18 -19.9 -28.2 -11.6 2 Side Wall 13.3 46.3 -0.70 -27.9 -36.2 -1945 • 3 Leeward Wall 13.3 46.3 0.86 -0.50 0.18 -19.9 -28.2 4 Side Wall 13.3 46.3 0.86 -0.70 0.18 -27.9 -36.2 5 Windward Wall 11.3 Overhang Top 13.3 Overhang Bot 11.3 6 Leeward Wall 13.3 46.3 0.86 0.80 0.18 31.9 23.5 46.3 -0.73 0 -29.1 46.3 31.9 46.3 0.86 -0.50 0.18 -19.9 -28.2 • • • • •• • -1106. • • • •• • • •••• -1Q5 • • • • • •••• •• •• 40 • • • • • • • •••• • • • • •••• • • • •• • • ••• • • • -11t• • Side Wall 13.3 46.3 0.86 -0.70 0.18 -27.9 -36.2 -19.5 8 Windward Wall 11.3 Overhang Top 13.3 Overhang Bot 11.3 46.3 0.86 0.80 0.18 31.9 23.5 40.2 46.3 -0.73 0 -29.1 46.3 31.9 9 Side Wall 13.3 46.3 0.86 -0.70 0.18 -27.9 -36.2 -19.5 10 Windward Wall 11.3 Overhang Top 13.3 Overhang Bot 11.3 46.3 0.86 0.80 0.18 31.9 23.5 40.2 46.3 -0.73 0 -29.1 46.3 31.9 11 Side Wall 13.3 46.3 0.86 -0.70 0.18 -27.9 -36.2 -19.5 A Leeward Roof 13.3 46.3 0.86 -0.34 0.18 -13.5 -21.9 -5.2 B Windward Roof 13.3 46.3 0.86 -0.74 0.18 -29.5 -37.8 -21.1 C &D Roof 0 to 6.6 * 46.3 0.86 -0.90 0.18 -35.8 6.6 to 13.3 * 46.3 -35.8 13.3 to 26.5 * 46.3 -0.50 -19.9 -44.2 -44.2 -28.2 -27.5 -27.5 -11.6 •••• • •••• • •••• • •• •• • •••. •••• • •••• • •••• • Wind Loads on Structures - [1.11 ] Copyright © 2000 SDG, Inc. •• • • •• • •• • •• •• • • •• • •• • Page 14 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 0MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # I Surface I z (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf) I Net w/ -GCpi (psf) C &D Roof 26.5 to 44.0 * 46.3 0.86 -0.30 0.18 -11.9 -20.3 E Leeward Roof 13.3 46.3 -0.55 -21.9 -30.2 -3.6 -13.6 • • • • F Windward Roof 13.3 46.3 0.86 -0.96 0.18 -38.2 -46.6 •• ' -2 %9. •. • • • G &H Roof 0 to 6.6 * 46.3 0.86 -0.97 0.18 -38.6 -47.0 • .... -3Q33 • : • 6.6 to 13.3 * 46.3 -0.85 -33.8 -42.2 "" -25.x' " •••• 13.3 to 21.0 * 46.3 -0.55 -21.9 -30.2 .. • • •' -13.6...° • • • • I Leeward Roof 13.3 46.3 0.86 -0.58 0.18 -23.1 -31.4 • • • -14 • 13,„• • • • • • •• • • ••• • • 46.3 0.86 -1.00 0.18 -39.8 -48.2 -31V • J Windward Roof 13.3 &L Roof 0 to 6.6 * 46.3 0.86 -1.02 0.18 -40.6 6.6 to 13.3 * 46.3 -0.82 -32.7 13.3 to 19.0 * 46.3 -0.58 -23.1 * Distance from windward edge. -48.9 -41.0 -31.4 -32.3 -24.3 -14.8 •••• •••• • ••.. • • •••• • •••• • • • • •• • • • • • •• • •• • Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 15 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 •MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # ISurface Iz (ft) 1 Side Wall 13.3 I q (psf) I G I Cp I GCpi I Ext Pres ( psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 2 Windward Wall 12.2 46.3 0.80 32.6 24.3 12.3 46.3 32.6 24.3 13.2 46.3 32.6 24.3 Overhang Top 13.3 46.3 -0.70 0 -28.5 Overhang Bot 11.3 46.3 0.80 32.6 3 Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 4 Leeward Wall 13.3 46.3 0.88 -0.27 0.18 -11.0 -19.3 5 Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 40.9 40.9 40.9 -20.2 -2.7 • • • • • • • • • • •• • • 241.2.• • • • • • • • • •••••• •••• • • • • Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 '....' -2020' .: • • • • • • 7 Leeward Wall 13.3 46.3 0.88 -0.27 0.18 -11.0 -19.3 • • • . • • -2.7 • , • ••• • • • •••• • • 8 Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 • •' • - 20'1"' • • •• • • ••• • • • • • •• • 9 Leeward Wall 13.3 46.3 0.88 -0.27 0.18 -11.0 -19.3 -2.7 10 Side Wall 13.3 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 11 Windward Wall 12.2 46.3 0.88 0.80 0.18 32.6 24.3 40.9 12.3 46.3 32.6 24.3 40.9 13.0 46.3 32.6 24.3 40.9 13.2 46.3 32.6 24.3 40.9 13.3 46.3 32.6 24.3 40.9 15.2 46.5 32.7 24.4 41.1 Overhang Top 13.3 46.3 -0.70 0 -28.5 Overhang Bot 11.3 46.3 0.80 32.6 A Leeward Roof 13.3 • 46.3 0.88 -0.30 0.18 -12.2 -20.6 -3.9 Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 16 of 17 Mr. & Mrs. Gerson Residence Addition December 22, 2005 ASCE7 -98 ibMWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # 'Surface I z (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) Windward Roof 13.3 C &D Roof 46.3 0.88 -0.70 0.18 -28.5 -36.9 -20.2 Oto6.6* 46.3 6.6 to 13.3 * 46.3 13.3 to 26.5 * 46.3 26.5 to 91.5 * 46.3 Leeward Roof 13.3 Windward Roof 13.3 G &H Roof -0.90 -36.7 -36.7 -0.50 -20.4 -0.30 -12.2 -45.0 -45.0 -28.7 -20.6 -28.3 -28.3 -12.0 -3.9 46.3 0.88 -0.41 0.18 -16.7 -25.0 -8.4 46.3 0.88 -0.81 0.18 -33.0 -41.3 -24.7 0 to 6.6 * 46.3 0.88 -0.90 0.18 -36.7 -45.0 6.6 to 13.3 * 46.3 -36.7 -45.0 13.3 to 26.5 * 46.3 -0.50 -20.4 -28.7 26.5 to 34.0 * 46.3 -0.30 -12.2 -20.6 I Leeward Roof 13.3 J Windward Roof 13.3 K &L Roof • . • . . . . • . . -A.S.." ... -12.0 • . • . •••• - 3.9. . .. . •••..• .... • • 0 • • • 46.3 0.88 -0.50 0.18 -20.4 -28.7 • * 46.3 0.88 -0.91 0.18 -37.1 -45.4 O to 6.6* 46.3 0.88 -0.91 0.18 -37.1 6.6 to 13.3 * 46.3 -0.90 -36.7 13.3 to 26.0 * 46.3 -0.50 -20.4 * Distance from windward edge. -45.4 -45.0 -28.7 • • . • • •• • • -281 . ••• • • •• . • -28.7 -28.3 -12.0 ...•�. • • • • •••• 1f0 • Wind Loads on Structures - [1.11] Copyright © 2000 SDG, Inc. Page 17 of 17 • NWCS Consulting & Specialty Engineering Services, Inc. FBPE C.A. #9655 493 N.W. 27th Avenue Miami, FL 33125 PROJECT: Mr. & Mrs. Gerson Residence Addition NWCS PROJECT No: f - �O♦ Rt a �. wo, fiii��'•iii�iii�i`��ii LE 1.¢ To R2 Lo. GIRDER TRUSS GT -1 1) UPLIFT Wo1= Wo2= W1= W2= W3= W4= W5= W6= 1110 P1= P2= R1 R2 SUM Fy GIRDER TRUSS GT -2 1) UPLIFT 50 p#. Lo1= 0.0 pif Lo2= 242.0 plf L1= 0.0 plf L2= 0.0 -pif L3= 0.0 Of L4= 0.0 Of L5= 0.0 ,pif L6= 0.0 #A= 0.`O # B= 9.1 # 6,4# 0 Wo1= Wo2 = W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy • 35.0 Of Lo1= 0.0 -pif Lo2= 93.6 pif' L1= 0.0 pif L2= 0.0 pif L3= 00 pif L4= 0.0 plf L5= 0.00 ; L6= 0.0 # A= 0.0# B= 3.5 # 700.8# 0 3.3 ft 0.0ft 18.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.Oft 3.3 ft .0 ft .0 ft 0.0 0.O ft 0.0 ft' .0 ft Oft: 0.0 ft 2) GRAVITY Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy 110.0 Of Lot= 0.0 pif Lo2= 15.0 pit`' L1= 0.0 Of L2= 0.0 Of L3= 0.0 plf L4= 0.0 Of L5= 0.0 pif- L6= 0.0 # A= 0.0 #'B= 2875.2 # 2) GRAVITY Wo1= Wo2 = W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy 2441.1 # 0 110:0 Of Lo1= 0.0 plf Lo2= 220.0 pif L1= 0.0 pif L2= 0.0 pif L3= 0.0 Of L4= 0.0 Of L5= 0.0 Of L6= 0.0 # A= 0.0 #B= .2 # .1 # 0 3.3 ft 0.0' ft 18.0 ft • • O.0 ft' • • ••• :0.0ft •• • •••••O.Oft: •••• •••• 0.0ft • • '•..•'0.0ft'••'•: • •••••O.Oft •••.' • • .• • •• • • • • • • • • • • •• • 3.3 ft 0.0 ft 18.0 ft 0.0' ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft •••• • • • • ••• • • • •• • 1 • NWCS Consulting & Specialty Engineering Services, Inc. FBPE C.A. #9655 493 N.W. 27th Avenue Miami, FL 33125 PROJECT: Mr. & Mrs. Gerson Residence Addition NWCS PROJECT No: =NI is ..4541 wog L. GIRDER TRUSS GT -3 1) UPLIFT Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy GIRDER TRUSS GT-4 1) UPLIFT 0.0 pif Lot= 131.4 Of Lo2= 38.8 Of L1= 0.0 Of L2= 0.0 pif L3= 0.0 plf L4= 0.0 pif L5= 0.0 Of L6= 0.0# A= 0.O #B= 62.4# 4082.7 #,. 0 Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy 135.0 pif Lo1= 135.0 pif Lo2= 193.6 pif' L1= t} 1t pit L2= t.O pif L3= 0,0 pif L4= 0.0 Of L5= 0.0 pif L6= 0.0 # A= 0.0 #' B= 34.0 # 2434.0 # - 4.54747E -13 0.0 ft 7.5 ft 17.4 ft 0.0 ft 0.0 ft; 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 3.3 ft 3.3 ft' 20.5ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft' 0.0 ft 0.0 ft 0.0 ft 2) GRAVITY Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 0.0 pif Lo1= 0.0 ft 110.0 pif Lo2= 7.5 fl 385.0 Of L1= 17.0 ft 0.0 Pif L2= . 0.0 ft ;. 0.0 pit L3= •.. • ;0,0' ft,. • 0,0 Of L4= 0.0 pif', L5= 0.0 Of L6= ••• 0.0ft • • • ......0.0! ft;: ....•.0.0 ft • 0.0 #A= 0.0' #' B= 3090.5 # R2 4279.5 # SUM Fy 0 2) GRAVITY Wo1= 110.6 plf Lo1= Wo2= 110.0 plf Lo2= W1= 220.0 Of L1= W2= 0.0 pif L2= W3= 0.0 Of L3= W4= 0.0 pif L4= W5= 0,0 Of L5= W6= 0.0 Of L6= P1= 0.0 #A= P2= 0.0* B= R1 2621.3 # R2 2621.3 # SUM Fy 0 ••••0.0 ft • ..'.: ••••••0.0 ft .•.. • • • • •• •• •••• • • • • • • • • • • •• • 3.3 ft 3.3 ft 20.5 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft • •••• • • •••• • ••• • • • • • • • • • • • • • • • • • • • • • NWCS Consulting & Specialty Engineering Services, Inc. FBPE C.A. #9655 493 N.W. 27th Avenue Miami, FL 33125 PROJECT: Mr. & Mrs. Gerson Residence Addition NWCS PROJECT No: I u I u I ..e TYPICAL TRUSS T -1 1) UPLIFT Wo1= 135.0 pIf Lo1= Wo2= 0.0 pif Lo2 = W1= 104.9 pIf L1= W2= 00:f L2= W3= 00 .pif L3= W4= 00 of L4= W5= 0.0 pif L5= W6= 0.0 pif L6= • P1= 0.0 #A= P2= 0.0 #' B= R1 '1286.1 # • SUM Fy TYPICAL TRUSS T -2 1) UPLIFT 736.7 #' 0 Wo1= 0.0 pif Lot= Wo2= 0.0 pif Lo2= W1= '136..0 Of L1= W2= 0.0 pif', L2= W3= 0.0 pif L3= W4= 0,0 Of L4= W5= 0.0 Of L5= W6= 0.0 Of L6= P1= 0.0 #` A= P2= 0,0# B= R1 578.0 # R2 578.0 # SUM Fy 0 2) GRAVITY 3.3 ft Wo1= 710.0 pit Lol= 0.0 ft Wo2= 0.0 Of Lo2= 1 .Oft W1= 110.0 Of L1= 0.0 ft W2= 0.0 pif L2= 0.0 ft, W3= 0.0 pif', L3= 0.0 ft W4= 0.0 pif' L4= 0.0 ft W5= 0.0 Of L5= 0.0 ft W6= 0.0 pif' L6= 0.0 ft P1= 0.0 #A= 0.0 ft P2= 0.0 # B= R1 1232.0 # R2 754.3 # SUM Fy 0 2) GRAVITY 0.0 ft Wo1= 0.0 Of Lot= 0.0 ft Wo2= GO pif Lo2= 8.5 ft' W1= 110.0 plf L1= 0.0 ft W2= 0.0 Of L2= 0.0 ft' W3= 0.0 Of L3= 0.0 ft W4= 0.0 plf L4= 0.0 ft W5= 0.0 ;plf L5= 0.0 ft W6= 0.0 Of L6= 0.0 ft P1= 0.0 # A= 0.0 ft P2= 0.0 # B= R1 467.5 #' R2 467.5 # SUM Fy 0 3.3 ft 0.0 ft 15.0 ft • • 0.0 ft. •..• • 0.0 ft.. . . • • ••.•. 0.0 ft • •.•• 0.0 ft • • • '••.•'0.Oft'•.'•: ••...•0.0ft'.••• • • • • •• •• •••• • • • • • • •••• • • • • •••• • • • •• • • •• • • • • •• • 0.0 ft 0.0 ft 8.5 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft • NWCS Consulting & Specialty Engineering Services, Inc. FBPE C.A. #9655 493 N.W. 27th Avenue Miami, FL 33125 PROJECT: Mr. & Mrs. Gerson Residence Addition NWCS PROJECT No: iii i01iii0��"iii1111111PNIL i=ii ii t2V L. TYPICAL TRUSS T-3 1) UPLIFT Wo1= 135:0 Of Lo1= 3.3 ft° Wo2= 13150 pif Lo2= 0.0 ft W1= .8 Of L1= 18.0 ft W2= 0.0 Of L2= 0.0 ft W3= 0.0 pif L3= 0.0 ft W4= 00 plf L4= 0.0 ft W5= 0,0 plf L5= 0.0 ft W6= 0.0 p6! L6= 0.0 ft II0.0 #A= 0.0ft P2= 0.0 #' B= 0.0 ft R1 1362.3# R2 SUM Fy 029.6 0 TYPICAL TRUSS T-4 1) UPLIFT Wo1= M.0 pif Lo1= 0.0 ft Wo2= 131.4 plf Lo2= 7.5 ft W1= 100:0 pff L1= 17:0 ft W2= 0.0 pif L2= 0.0 ft W3= 0.0 pif L3= 0.0 ft W4= 00 pif L4= 0.0 ft W5= 0.0 pif' L5= 0.0 ft W6= 0.0 plf L6= 0.0 ft P1= 0.0# A= 0.0 ft P2= 0.0* B= 0.O ' R1 632.5 R2 SUM Fy • 9#' 0 2) GRAVITY Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 110.0 ptf Lo1= 3.3' ft 0:0 pI Lo2= 0.0 ft 0.0 plf' L1= 16.0 ft 0.0 pif; L2= • • 0.0 <ft, • 0,O Of L3= •. ' :0.0ft„ • •• 0.00 L4= ...,..0.OM • •..• • OM Of L5= •••:•• 0.0 ft , • • 0.0 Of L6= . •.. 0.0 ft • • 0.0# A= •••••• 0.Oft'..'.: 0.0 #B= ......0.0it .••• • 390.2 # • R2 956.1 # SUM Fy 2.274E -13 2) GRAVITY Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 0.0 pif Lot= 0.0 pif Lo2= 10,0 pif L1= 0.0 pif L2= 0.0 pif L3= 0.0 ;pif' L4= 0.0'ptf L5= 0.0 pif L6= 0.0 # A= 0.0* B= 753.0 1942.0 # SUM Fy 0 •• •• •••• . • • • • • • ..•• • • • •.•• • • • • •• • • ••• • • • • • • • • 0.O' ft 7.5 ft 17.0 ft' 0.0 ft O.O' ft 00 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft NWCS Consulting & Specialty Engineering Services, Inc. • • FBPE C.A. #9655 493 N.W. 27th Avenue Miami, FL 33125 PROJECT: Mr. & Mrs. Gerson Residence Addition NWCS PROJECT No: TYPICAL TRUSS T-5 1) UPLIFT Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy pi'Lo1= ptf Lo2= Of L1= 0.0 Of L2= 0.0 pif L3= 0.0 p8 L4= 0.0 pif L5= 0.0 Of L6= 0.0 # A= 0.0 #B= 955,7 #'' 1478.3 # 0 TYPICAL TRUSS T-6 1) UPLIFT Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy 135.0 of Lot= 1350 pif Lo2= 96.8 pif L1= 0.0 pif L2= 0.0 Of L3= 0.0 Of L4= 0.0 Of L5= 0.0 pif L6= 0.0 #A= 0.0# B= 7.7 # 1437.7 - 2.27374E -13 0.0 ft 3.3 ft 20.5 ft 0.0 ft 0.0 ft' 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 3.3 ft 3.3 ft', 20.5ft 0.0 ft 0.0 ft 0,0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 2) GRAVITY Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy 2) GRAVITY Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy 0.0 ;pif Lot= 110.0 pif' Lo2= 110.0 pif, L1= 0.01:4f L2= 0.0 pif L3= 0.0 Of L4= 0.0 pif' L5= 0.0 pif L6= 0.0 # A= 0.0 #'B= 1097.7 # 1523.6 # 0 110.0 pif Lot= 110.0 ptf Lo2= 110.0 Of L1= 0.0 pif L2= 0.0ipif L3= 0.0 plf L4= 0.0 Of L5= 0.0 pif L6= .......... 0.0#, A= 0.0 #B= 1490.5 # .5 #' 0 0.0 ft 3.3 ft 20.5 ft 0.0 ft • • 0.0ft ,O.Oft•• • • • ......O.0ft •••• •••.••0.0 ft • ••• 0.0 ft • • • .... 0.Oft.• .: • • •• •• • • • • • • • • • • •. • •••• • • •••• •••• • •••• • ••• • . • •• • 3.3 ft 3.3 ft 20.5 ft 0,0 ft 0.0 ft 0.Oft 0.0 ft 0.0 ft 0.0 ft 0.Oft NWCS Consulting & Specialty Engineering Services, Inc. • FBPE C.A. #9655 493 N.W. 27th Avenue Miami, FL 33125 PROJECT: Mr. & Mrs. Gerson Residence Addition NWCS PROJECT No: 1 R2 Loa HIP TRUSS H -1 1) UPLIFT Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1 • P2= R1 R2 SUM Fy i.pif Lot= pif Lo2= 41.00 L1= 0.0 pif L2= 0.0 Of L3= 00 pit; L4= 0.0 pif! L5= 0.0 Of L6= 0.0 # A= 0.0 #`B= 39.3.#' 2798.7 # 0 JACK TRUSS J -1 1) UPLIFT Wo1= OO p!t' Lot= Wo2= 135.0 plf Lot= W1= 1590 plf L1= W2= 0.0 Of L2= W3= 00 Of L3= W4= 0.0 Of L4= W5= 0.0 Of L5= W6= 0,0 of L6= P1= 0.0 #? A= P2= 0.0 #?B= R1 340.2 # R2 1039.3# SUM Fy 0 • 0.0 ft 4.7 ft 8.5 ft 0,0 ft 0.Oft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.Oft 0.0 ft 3.3 ft 6.0 ft 0.0 ft �.0 ft 0.0 ft 0.0 fts 0.0 ft 0.0 ft 0.0ft 2) GRAVITY Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 0.0 pIf Lot= 137.5 pif Lo2= 137.5 pif L1= 0.0 Of L2= 0.0 pif L3= 0.0 Of L4= 0.0 Of L5= 0.0 Of L6= 0.0-#' A= 0.0# B= 404.9# R2 1411.4 #, SUM Fy 0 2) GRAVITY Wo1= Wo2= W1= W2= W3= W4= W5= W6= P1= P2= R1 R2 SUM Fy 0.0 pif Lo1= 10.0 pif` Lo2= 10.0 pif L1= 0.0 of L2= 0.0 Of L3= 0.0: Of L4= 0.0 ;pif! L5= 0.0 Of L6= 0.0 # A= 0.0'# B= 8.4# 797.9# 0 0.0 ft 4.7 ft 8.5 ft 0.0 €t • • 0.0, ft • ••,• 0.0 ft„, ..••••,,, 0.0 fC • • • • •••:•• 0.0 ft • •••• 0.0! ft • • ••••• O'.0'ft °•.••1 • • • • •• •• •••• • • • • • •••• • • • • •••• • • • •• • • •• . • • • •• • 0.0 ft 3.3 ft 6.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0ft 0.0 ft • • • s 1.16k/ft ,�i iiriiietr ifilr�l�1T111l1.16km 17.25 ft • • • • DL Reaction = 4.023 k LL Reaction = 4.023 k Total Reaction = 8.046 k Mu:Max = 43.26 k -ft at 6.89 ft from left Dmax = - 0.2518 in at 7.70 ft from left •• • • •• • • • • • •• • • • • • • •••• • • • • •••••'Mu:maxOjt4tr -52.3:I�i•• • • • • � • • s DL Reteleit ;10.6471∎• • • • •• •• •••• LL Reaction = 10.647 k • • • • • • • • Total ligattkihe 21.29941c• • • • • • •••• • • • • • •• • • ••• • • • • • 46.-/ 1.16 k/ft ,;-tUU ti PG' itivtt 5.50 ft tltttlT�t�� • • • 1.16 k/ft • Mu:Max = 2.82 k -ft at 5.49 ft from Ieft Dmax = 0.0182 in at 2.19 ft from Ieft Mu:Max @ Ieft = -52.35 k -ft DL Reaction = 10.647 k LL Reaction = 10.647 k Total Reaction = 21.294 k •• • • •• • • • • • •• • • • • • • •••• • • • • • • • • • •••• •. •• • • • • DL - 1.475"k' • • • •• •• •••• LL Reaction = -1.475 k • • • • • • • • Total Rtc1iE14 = - 2.951 ? • • • • • •••• • • • • • •• • • ••• • • • • • • • •••. It • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User: KW- 0603206, Ver 5.6.1, 25-Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 1 c:1ec551gerson addition.ecw:Calculations Description ROOF BEAM RB -1 General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements Fy fc 60,000.0 psi 4,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 Concrete Member Information Description SPAN #1 SPAN #2 Span ft 17.25 5.50 Beam Width in 8.00 8.00 Beam Depth in 16.00 16.00 End Fixity Pin -Pin Pin -Pin Reinforcing Center Area 1.58in2 1.58in2 Bar Depth 13.63in 13.63in Left Area 1.58in2 1.58in2 Bar Depth 2.37in 2.37in Right Area 1.58in2 1.58in2 Bar Depth 2.37in 2.37in Loads Using Live Load This Span ?? Dead Load k/ft Live Load kfft Yes 0.580 0.580 Yes 0.580 0.580 • • • • • •• • • •• • • • • • •• • • • Results Beam OK Beam OK Mmax @ Cntr @X= Mn *Phi Max @ Left End Mn * Phi Max @ Right End Mn *Phi k -ft ft k -ft k -ft k -ft k -ft k -ft Shear @ Left k Shear @ Right k 43.26 6.90 84.52 0.00 84.52 -52.35 84.52 Bending OK 12.47 18.54 0.00 5.50 84.52 -52.35 84.52 0.00 84.52 Bending OK 14.46 4.57 • • •••• • • • •• •• •••• • • • • • •. •• •••• • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • • • • •• • • • • • • Reactions & Deflections DL @ Left k 4.02 10.65 LL @ Left k 4.02 10.65 Total @ Left k 8.05 21.29 DL @ Right k 10.65 -1.48 LL @ Right k 10.65 -1.48 Total @ Right k 21.29 -2.95 Max. Deflection in -0.252 0.018 @ X = ft 7.70 2.20 Inertia : Effective in4 1,370.77 1,370.77 Shear Stirrups Stirrup Rebar Area in2 0.220 0.220 Spacing @ Left in 6.82 6.82 Spacing @ .2 *L in 6.82 6.82 Spacing @ .4 *L in Not Req'd 6.82 Spacing @ .6 *L in 6.82 6.82 Spacing @ .8 *L in 6.82 6.82 Spacing @ Right in 6.82 6.82 NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User KW- 0603206, ver 5.6.1, 25-Od -2002 (c)1983 -2002 ENERCALC Engineering Software Multi -Span Concrete Beam Page 2 c: \ec55\gersan addition.ecx:Calculations Description ROOF BEAM RB -1 Query Values Location ft 0.00 0.00 Moment k -ft -0.0 -52.4 Shear k 12.5 14.5 Deflection in 0.0000 0.0000 • • • • • • • • • •• • •• • • • • • • • •• • • • •••• • • • • • • • • • • •••• •• •• • • •••• • • • • •• •• •••• • • • • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • • • • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW- 0603206, Ver 5.6.1, 25-Oct-2002 (o)1983 -2002 ENERCALC Engineering Software Description STEEL COLUMN TS -1 Steel Column Page 1 c: \ec551gerson addition.ecx:Calculations General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS3X3X1 /4 Column Height 12.330 ft End Fixity Pin -Pin Live & Short Term Loads Combined Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced 46.00 ksi 1.000 29,000.00 ksi 12.330 ft 12.330 ft X -X Sidesway : Y -Y Sidesway : Kxx Kyy Restrained Restrained 1.000 1.000 Loads Axial Load... Dead Load Live Load Short Term Load Summary Section : TS3X3X1 /4, Height = 12.33ft, Axial Loads: DL = Unbraced Lengths: X-X = 12.33ft, Y -Y = 12.33ft Combined Stress Ratios Dead 0.1866 0.0563 4.02 k 4.02 k k Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments 0.000 in 0.000 in AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 4.02, LL = 4.02, ST = 0.00k, Live DL + LL 0.1866 0.3733 0.0563 0.1126 Column Design OK Ecc. = 0.000in DL + ST + (LL if Chow) • • 0.3733• 0000 '0.1126 :•• •• • XX Axis : Fa calc'd per Eq. E2-2, K *Llr > Cc YY Axis : Fa calc'd per Ea. E2 -2, K*Ur > Cc Stresses • • •••• • •• • • • • • • •• .• ••.• Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual Dead Live 8.32 ksi 8.32 ksi 1.55 ksi 1.55 ksi 30.36 ksi 30.36 ksi 0.00 ksi 0.00 ksi 30.36 ksi 0.00 ksi 30.36 ksi 0.00 ksi • • •• •• • • 0000 DL + LL :1":8C+ Short • 8.32 ksi • .8.32 ksi 3.11 k6i ••ii%si •• • • ••• • • • •• • 30.36 ksi 30.36 ksi 0.00 ksi 0.00 ksi 30.36 ksi 0.00 ksi 30.36 ksi 0.00 ksi • • • • • • • • • 0.00 • • • • • • Analysis Values F'ex: DL +LL Fey: DL +LL Fex:DL +LL +ST Fey: DL +LL +ST Max X-X Axis Deflection 8,322 psi 8,322 psi 8,322 psi 8,322 psi 0.000 in at Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 0.000 ft Max Y -Y Axis Deflection Cb:x DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0.000 in at 1.00 1.00 1.00 1.00 0.000 ft Section Properties TS3X3X1 /4 Depth Width Thickness 3.00 in 3.000 in 0.250 in Weight Area 8.80 #/ft 2.59 in2 I -xx I -yy S -xx S -yy r -xx r -yy 3.16 in4 3.16 in4 2.107 in3 2.107 in3 1.105 in 1.105 in • • • Axial DL = 4.02k Axial LL = 4.02k Anal ST = O.00k • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev. 560100 User. KW-0603206, Ver 5.6.1, 25- Oct -2002 (c)1983 -2002 ENERCALC Engineering Software Steel Column Base Plate c : \EC551gerson addition.ecw.Calculations Description BASE PLATE TS -1 General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Axial Load X -X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width Summary 8.06 k 0.00 k -ft Steel Section Section Length Section Width Flange Thickness Web Thickness TS3x3x1 /4 3.000 in 3.000 in 0.250 in 0.250 in 10.000 in Allowable Stresses 10.000 in Concrete Pc 3,000.0 psi 0.625 in Base Plate Fy 36.00 ksi 36.000 in 36.000 in Load Duration Factor 1.330 Anchor Bolt Data Dist. from Plate Edge 2.000 in Bolt Count per Side 2 Tension Capacity 5.500 k Bolt Area 0.310 in2 Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 80.6 psi Allow per ACI318 -95, A3.1 = 0.3 * P'c * Sgrt(A2/A1) * LDF 2,394.0 psi Allow per AISC J9 2,793.0 psi Plate Bending Stress Thickness OK Actual fb 6,720.7 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k Baseplate OIS • • • • • • • • •• • •• • • • • • • Full Bearing : No B tfension • • • • • • • • •••• • • • • • •••• •• •• •••• • • • • •• •• •••• • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • • • • • • • • • NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC, Rev: 560100 User KW- 0603206, Ver 5.6.1, 25-Oct-2002 (01983 -2002 ENERCALC Engineering Software Steel Column Base Plate c:1EC551garson addition.ecw:Calculations Description CAP PLATE TS -1 General Information Calculations are designed to RISC 9th Edition ASD and 1997 UBC Requirements Loads Axial Load X-X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width Summary 8.06 k 0.00 k -ft Steel Section Section Length Section Width Flange Thickness Web Thickness TS3x3x1 /4 3.000 in 3.000 in 0.250 in 0.250 in 10.000 in Allowable Stresses 8.000 in Concrete f'c 3,000.0 psi 0.625 in Base Plate Fy 36.00 ksi 36.000 in 36.000 in Load Duration Factor 1.330 Anchor Bolt Data Dist. from Plate Edge 2.000 in Bolt Count per Side 1 Tension Capacity 5.500 k Bolt Area 0.310 in2 Baseplate Oli • • • Concrete Bearing Stress Bearing Stress OK • • • • • Actual Bearing Stress 100.8 psi • • • • • • • • • • • Allow per ACI318 -95, A3.1 Full Bearing : No Bolt Tension , • • • = 0.3 * t"c * Sgrt(A2/A1) * LDF 2,394.0 psi •••• • • • • Allow per RISC J9 2,793.0 psi •••••• •••••• • • Plate Bending Stress Actual fb. Max Allow Plate Fb Thickness OK 7,435.4 psi 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k •••• • • • • •• •• •••• • • • • • • • • • •••• • • • • •••• • • • • • •• • • ••• • • • • • •• • • • • • Protect Name: Project No.: Wall ID: NWCS Consulting & Specialty Engineering Services, Inc. FBPE C.A. #9655 493 N.W. 27th Avenue Miami, FL 33125 MR. & MRS. GERSON RESIDENCE ADDITION CMU WALLS @ ZONE 5 8" Masonry Wall Design (Code Re 530 -02) Input Data: Member Height, H = Wall Depth = Wall Reinforcing = Reinf. Area, Ast = Width of Section, b = Effective Depth, d = Yield Strength, Fy = Comp. Stregth, F'm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Member Height below grade, Hbg= Wall Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = h' /r = Moment of Inertia, 1= Net Block Area, An = Axial : Fa = 0.25 *F'm[1- (h' /140r) ^2]= fa(dl +ll) = P /An = fa(0.6d +axial wind load) = Bending: Fb= 1 /3F'm= n = Es /Em = k= j = 1 -k/3 = 11.33 7.625 ft in. #5 0.31 24 3.81 24,000 1,500 29,000,000 1,350,000 1.00 1,182 0.00339 2.53 54 355.3 51.3 320 32 13 500 21.5 0.32 0.89 sq. in. in. in. psi psi psi psi f. ft-lbs/ft. 24 in oc.I < 99 In' /ft 1n2/ft psi psi psi psi Dead Loads = Live Loads = Axial Wind Load = LatWind Loads = Lateral Loads = Wt. of WaII = 395.75 474.9 63 126 752 lbs. /ft. lbs. /ft lbs. /ft. psf lbs. /ft. lbs. /ft. Load Combinations: (per 2001 FBC) Dead Load + Live Load = 0.6Dead + Axial Wind Load 1,623 lbs. /ft. 689 lbs. /ft. OK Combined Stresses: 1. Axial Compressive Stresses (DL +LL) fa/Fa + fb /Fb = 2. Bending Comp. Stresses (o.sol +L wend +A Wind) (fa/Fa + fb/Fb)/1.33 = 3. Steel Bending Stresses (fs /Fs) /1.33 = f = fs = Add'I fs = • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • 576 26,832 0 < 1.0 < 1.0 < 1.0 Notes: Masonry design assumes special inspection provided & conforming to chapter 21 of 2001 FBC Combined stresses results shall not exceed 1.0 unity value • • • •• • • • • • •• • • • • • • •• •• • ••• • • •••• • ••• • • •••• • ••• • • • •. • psi psi psi (Axial Tension) OK OK OK NWCS CONSULTING & SPECIALTY ENGINEERING SERVICES, INC. Rev: 560100 User. KW-0603206, Ver 5.6.1, 25-Oct -2002 _ (c)1983 -2002 ENERCALC Engineering Software Square Footing Design Page 1 c:1ec55tgerson addition.ecw:Calcilations Description FOOTING FOR STEEL COLUMN General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension 4.030 k 4.030 k 0.000 k 0 250.000 psf 150.00 pcf 1.000 10.00 in Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing 3.000 ft 12.00 in 4 4 3.250 4,000.0 psi 60,000.0 psi 2,000.00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd Summary 8.500 in 0.0033 0.0003 in2 0.0018 % As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.184 in2 0.551 in2 0.0018 • • 3.00ft square x 12.0in thick with 4- #4 bars Max. Static Soil Pressure Allow Static Soil Pressure Max Short Term Soil Pressure AIIow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 1,295.56 psf 2,000.00 psf 1,295.56 psf 2,000.00 psf 1.14 k -ft /ft 9.96 k -ft /ft Vu : Actual One -Way Vn *Phi : AIIow One -Way Vu : Actual Two -Way Vn *Phi : Allow Two -Way • • • • • •• • • • Footing Ot4•••• • • • • • • • • •• • ••.• 7.164psi • �..•.• 107.52 • •• ••■• •••••• 20.54052 •• 215.03 psi Alternate Rebar Selections...' • •••• 3 #4's 2 #5's. 2. #6's •••.•• . 1 # 7's 1 # 8's•••••1 : # 9's • 4.010's, 10's • • • • •••oo • • •••t• •• • • •