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46717PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 49°t Job Address t t � ,�, h r� AVE Tax Folio 136, OO4 bV To Legal Description Historically Designated: Yes WORK DESCRIPTIO cGt FOUNDATI PERMIT No Owner/Lessee / Tenant EllgitZT U KW V'EMS t CC14SSYLooru /l k . a Master Permit # q 6 L 0,3 ivy Awtal ivy 47es ito1. / wttevre/C4A.34Oy Owner's Address it 30 OE 2 y' of , MI Au/ SI L- - 1=-'L Phone ',oar P9, 3 �2 63wuvreri Contracting co. e(�"*ucrb e dwtxr. CO ) I ,UG Address 247 Aft 600,2414 *VC., L IMILt r R. ; 3134 Qualifier SS# - - Phone State # Municipal # Competency # Ins. Co. Architect/Engineer y '7e--haftroUg IAJC. Address s" ly 33 !! 3 Oil W1, �J t, Qoft�lt. 4I I,L S Bonding Company Address Mortgagor — — Address Permit Type (circle one): BUILD 1 ECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN eocolvex. O prams$ 4' cope S Estimated Cost (value) S(J 0• dt.r47: ?C91 WARNII�Gr TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for Fi ECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable lawn regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Barry thltVerfiltt .11 % 1 - x MONICA ACEVEDO SOTO MY CO!It :.; IS81ON # Cr 841281 tut, EXPIRES, May 31, 2003 14800.3•NOTARY Fla Notary Service & Banding Co. gym 1 _ ill, r ' o t • F �' ell v..• ti dent Si PERMIT 6 er and/or� r F c l, Nuttily My Commissio - RADON /p g APPROVED: Zoning Building Mechanical Plumbing r'..A,..fil `* r:A III: 1 of Contractor or * 1 i'� \r • r• (tractor • • ler- iu111. 1. My Commission Expires: C.C.F. 3 ®. NOTARY ° .sat z, Denise E Rusinque * ;1 *MY Commission CC847188 Expires June 16, 2003 TOTAL DUE 1 y 3 3.6 7 Electrical %/o Structural Engineer BOND 4 12 -21 -1999 2:35PM FROM DEROSE /SLOPEY 9549427933 P.1 DeRose & Slopey CMISULTIPC LAND PLAN G •MIL • STRUCTORM. COIROPOMNP • ELEMtet'AL • ofticairocaL too& ANDREWS AVENUE Seara POMPANO SPwM BLONNM (9S0 'Ao4761 Facsimile Transmittal Cover Sheet Date: / - 1 c ,/ 91 Time: Fax: Project Name: C3A4C - ' 44 7 A S f Project Nub: T 3 ®tea Attention: t. Ct.% Company Nance: From: Total Number of Pages Including Cover Sheet - Z.-- Comments: POo ; If you do not receive any or only part of the transmitted material, please call (954) 9427703 skis facsimile contains prtdteged and confidential httormafien Intended for die use of gre Individual or ear eotrned shove. 11 the reader 01 tide AWN& is not the Intended veodptent, you too hereby notinad than any dissandection or copying or Ws facsimile la cif prcId. If you ree&Wod this facsimile In AMC please notify us by Wardens and desorthe orlainal facsimile. 7henk you. 12-21 -1999 2 35PM FROM DEROSE/SLCPEY 9549427933 r'wF LeA 13 3 4-- _ - 30 o FLA. REG. 31415 Date . 24. o 1 74 1 d...s 34 G YL 2-00.142 - 3 L. 4.7 ,;4,0) w 6 + 4- `., a- 3 64.e j P. 2 L_ esp- Z t AS - -- 7.33 = 03.17 )5aefSti .off 0 (to) - /8. .4- 2s c.7 /JG.o) .0.. -7.474-3 5"354 R.c 9°a 4, '3455 fteP 22 Zo gam, 12 -21 -1999 2:35PM Date: / trfra Tim: Project Name: FROM DEROSE /SLOPEY 9549427933 DeRose s Slopey LAND PLANNING • cam. • MMICIRMAL ENvIRONMENT • SLNLIR C&L • =NAM= RN S. AMENS AVMS Malmo POMPANO SPAN. FLORMA MOO - 90470 Facsimile Transmittal Cover Sheet Attention: 3r /`r eps Company Name: From: Total Number of Pages Including Cover Sheet Comments: Fax: P. 1 Project Number: If you do not receive any or only part of the transmitted material, please call (954) 942 -7703. This facsimile contains pribiegad aria oxindential information intended for the use of the babbled or witty nark above. lithe of Mb facsimile is not U intended recipient. you we hereby notified that eny dissemination or copying of this facsimile is strictly prohibited. If you mseastd this fuser& In mot, obese Immodetsty notify us by telephone and destroy the original facsimile. Thank you. 12-21 -1999 2:36PM FROM 9949427933 % : Lt 4- 7.75_ 17.j16"- • ls(7of Jz, 14- T v ) ./ Z -0t CP. S re:4?) /13A sw. (.7 ( 4.0 o a°Sig lao t2 t....e,.►n.0 M 31Z C ' mo o) I) 0 o 4- 4- c `.J P. 2 hs27 NOTICE OF COMMENCEMENT PERMIT NO. # 46103 TAX FOLIO NO. 11- 2136 - 000 - 0050 -000 STATE OF FLORIDA: COUNTY OF 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. 1. Legal description of property and street address: 36 57 41 40 A(' SE1 /4 OF NF1 /4 1 KS F35FT 1L 1 FSS W4nFT 2. Description of improvement: CLASSROOM & FACULTY OFFICE BUILDING 3 . Owner(s) name and address: BARRY UNIVERSITY, 11300 NE 2nd AVENUE. MIAMI SHORES, FI * 33161 Interest in property: FEE SIMPLE Name and address of fee simple titleholder: BARRY UNIVERSITY, 11300 NE 2nd AVENUE, MIAMI SHORES. FL, 33161 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: NOT APPI TCABLE Amount of bond $ NOT APPLICABLE 6. Lender's name and address: NOT APPLICABLE e 01 Owner Print Owners Name MR. FREDDIE E. ULLOA Swom to and subscribed before me this / ( day of c -,)2.Ood Notary Public Print Notary's Nam My Commission Expires: 11300 NE 2nd AVE, MIAMI SHORES, FL. 33161 4. Contractor's name and address: BEAUCHAMP CONSTRUCTION CO., INC., 247 MINORCA AVE. CORAL GABLES, FL, 33134 BARRY UNIVERSITY, 11300 NE 2nd AVENUE, MIAMI SHORES, FL, 33161 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: MR FREDDIE E. ULLOA, 11300 NE 2nd AVE, MIAMI SHORES, FL, 33161 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: NOT APPLICABLE 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ONE YEAR FROM RECORDING DATE F f; ery (Awe rsit; IYirerfagi ! ►C it� mo $. MONICA ACEVEDO SOTO • rena'mtt l ura s u. a91Lal 'tor 0 EXPIRES: May 31, 2003 1.800.3NWTARY Fla. Nobly Service & Bonding Co. - TATE OF COUNV( OF DAD ?Y CERa1FY thof fkis 1_ o true cce,y of the lcm1l; in u�'fie, on IL ��— elc r: r,, -! o ,• 00;',1, f c -;, . > Cfr.:,r1T ee,a L'ro�t,• Ce Prepared by: MR. CHRIS TUCKFR BEAUCHAMP CONSTRUCTION CO.. INC. Address: 247 MINORCA AVFNl1F (T)RAI SARI FS, Fl , 33134 Ca N 0 re 0 0 rc pf Pr (address) 1 / 34 o x rF A r/-2. 1 / / 0 r) continue the ping process. 41 Signature s I L uzu BUI_= '4G AND ZONING DEPART.?ENT 3ECC „ AvENUE MIA'• ? -0 =E5. = _ORICA 33138-23e2 E_=. -3NE 305` 795 -2204 =A'.. 305 756.5972 RECEIPT &krr y 6-1 Oe i:Si 1y t� CcW picked up seta of plans for to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to PERMIT APPLICATION FOR NIIAMI SHORES VILLAGE Date a 2 9et Job Address (( .) il}F 4. h bkUE Tax Folio 1 1 2.1 go 000 007 SG M tq Mr. ‘t- IOKt3'S Legal Description Historically Designated: Yes No ✓ Owner/ Lessee / Tenant 154I ZT U Nt V'.t2s i 11 / CLASSfEciort /Fiat. /7/PFMaster Permit # dL Alai' 3 474, t t; /ATteloz/Cr arc Owner's Address 1 i 3cx ttiF Z„ r' Ave , iMi r,¢t ii Stty?c i t.. Phone 1, oar PQ? 3 0.. Crmw.u-re_ Contracting Co. 13(s7 CHie rtvlif' LI ousr Co y 1.uc Address ,Z 47 Ibctl'O►2er4 tMUE, e34t_ ei4s it Ft. 13/3¢ Qualifier SS# - Phone State # Municipal # Competency # Ins. Co. Architect/Engineer f iOdee- - ►32r /,X'_. Address 6" 3 T t 2� Gv , Pp t &z 4,sactc 23 t Bonding Company Address Mortgagor Address Permit Type (circle one): BUIL.I,�NG ECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN ARR f-Acz 4Fme..cs3 out) . ScrpAorv PALM -(77 1 51 c. -, E1.4r t 2c:??uteeD .w .te o oe6r7EgtrAfour 4'Covc' ri 5 Estimated Cost (value) exit) (1 exx77) 12 W OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT APPROVED: Zoning Building Mechanical My Commission Expires: "a Denise E Rushque **MY Commission CC847188 %%Ty Expires June 18, 2003 RADO � ‘7 C.C.F. 30. NOTARY BOND /MP() Plumbing Structural Engineer / ✓( TOTAL DUE Electrical Since 1979 DeRose & Slopey Consulting Engineers Incorporated STRUCTURAL * CIVIL * LAND PLANNING * ENVIRONMENTAL * ELECTRICAL * MECHANICAL I 1 150 South Andrews Ave. * Suite 350 * Pompano Beech, FL 33069 * 954-942-7703 * Fax 954-942-7933 ❑ 1125 NE 125th Street * Suite 103 * North Miami, FL 33161 * (305) 981 -9611 * FAX (305) 981 -9928 Website: tUtp: / /www.deroseandslopey.com March 29, 2000 Mr. Ed Cannon Harper Partners, Inc. 550 Biltmore Way Suite 1170 Coral Gables, FL 33134 -5730 Re: Barry University, Classroom Building Response to Building Department Structural Review Comments OPN: 99080 Dear Mr. Cannon: , r rpPt Z 2000 JJ HARPER PARTNERS, INC. CORAL GABLES, FL have received 'structural review comments h B uildi ng De referenced project. The structural plans have been revised to res This letter is to accompany the resubmittal of these, plans and is:a . f my response to these comments. 1. COMMENT: ON SECTION 5/S -3, SHO WALL (VERTICAL W /SPLICE DIST., H 2 /S-4 Response: These modifications have been included on the section. 2. COMMENT: COORDINATE SECTION NUMBERS W /SHEET NOS. Response: We have coordinated the section and sheet numbers. 3. COMMENT: ON SEC. 3/S -3 AND 4 /S -3, STEMS OF PLANKS MA BROEN WITHOUT LOSING THE INTEGRITY - MAKE CONNECT( BETWEEN THE TOPPING & BEAM. Response: A more elaborate note alerting the contractor for coordinating this work has been added. I much prefer these sections be tied into the plank cell and not just topping. This detail has been built in the past. 4. COMMENT: _ ON SEC 1/S-4, TOP REINFORCING REQUIRED IN FILLED Response: A note has been added to the plans alerting the precaster of the possibility of negative moment in this area. 5. COMMENT: ON SEC. 2/S-4, SHOW MIN. BEARING LENGTH REQ'D — SHOW SPACING OF THE DOWELS, & BAR SIZE. Response: This has been done on the section. • t March 29, 2000 Re: Barry University, Classroom Building Response to Building Department Structural Comments OPN: 99080 6. COMMENT: ON 2 FL. BATHROOM SLAB, THE 2 TOP CORNER AREAS, APPROX. 10' X 10' ARE UNSUPPORTED AT 2 EDGES — CLARIFY REINF. , REQ'TS. Response: This area has been double- checked and reinforcing added for prudence. 7. COMMENT: ON ROOF PLAN, INDICATE GRAVITY LOAD & UPLIFT LOAD AT TYP. TRUSS REACTION & GIRDER TRUSS REACTION. ALL TRUSSES TO BE ANCHORED. DETAIL G.T. ANCHORAGE TO MEET CALCULATED REQ'TS. Response: The uplift load is shown on Sheet S -2. The gravity load is shown on Sheet S-4. The typical truss anchorage is shown on Section 2/S -3 and the girder anchorage is shown on Sheet S-4. 8. COMMENT: SEE 2/S-4 DOESN'T GIVE T.O. BM. ELEV. — HOW DOES TOP OF ELEV. SLAB RELATED TO BOTTOM OF TRUSSES? Response: The section refers to the plan for top of beam elevation. On the plan are seen beam marks which refer to the beam schedule, that have the elevation. This is standard procedure and the . parameters are clear. 9. COMMENT: SUBMIT PRODUCT APPROVALS FOR ` ALL ` WINDOWS, MULLIONS, DOORS, GLASS- BLOCK, STORM SHUTTERS, ETC. Response: This product approvals need to be provided for review. 10. COMMENT: INDICATE CALCULATED WIND PRESSURES (+ AND WINDOWS/DOORS. Response: These pressures will be sent to your office immediately. I trust the above has been clear and 'informative and suits the need. Please contact my office with any comments or questions on the above. Cc: Beauchamp Construction, Chris Tucker Village of Miami Shores, Building Department Ltr /99080.structural review comments.0329.ggs.doc - ij 7 2000 Page 2 PARTNERS, INC. HARPER CORAL GABLES FLORIDA J03 SI: Sarry Udt1 ' , --//300 M 2 hd, Ave. D =: T/!7 /era Tom= OF =if: .. f c ra ! COL.= Sa..11.ON (&r? K eK nec 4h Sec. . a ete relate PAGE � T c $ ur• e a, re 0 el th 4dite, H'. i' J rOslKq bed/wee 4-o re; v s �'LO wt i vl to do V&A Peery s 1 'X• 1a' �o! kart 3 CUE2Fi:T5 r� he w/ shed' ..v1o s iekws J pla,J s irkLa n.0 f b-e �lte /viieyrily — n e / j7p ln bey • cA kt r-e.O. ; a ,Ci `red ce115. t:Aea ✓s vs q levLq l.SL rep. — e1s 11 bar _51 b, 7 2 gyp: corKer- re ansuppnr/eot V . On tad Pl . a✓'ea$ a%p edges — 5 Dn Avi Pia, Typ. Truss K 1 � �a etp1 ek .'red . 0,1--4.;1 care cLi® rage Jo c,a,lc la led CP See. slab .944e tl Pro ree '1 - s . av; I( Load u pl ;f- load at C1 r7 re a�c 1 ! arrr� thr er frus5 getzcfivz . /I /'ruts refits.. 4 1/ y ;ve 7'.0. e' . elev. - fimw does /op o boHan4 O - r'asse.s ? uc1 App rov J,r Q4" w <vrdcyvs mulla .s 914-5 s - block Sitmr, S h a es, e (f -') a e % es or) ..rn d4;cca i'e Ca.rc u Ia.' l-ed t yr or Fres arts s 49 r) uhneiorvs /dd71t5' PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 003/0 Job Address / /iOc iv E gold 4i?c, Tax Folio Legal Description Historically Designated: Yes No �1 / `'� Owner/Lessee / Tenant 4Qie' 0 Alt J G,e S Master Permit # (0/03) 94-� � Owner's Address ii 30 A) g £r.1 Ai e,., Phone Contracting Co. sc ocezi©r2 t -t' � C 77r /ci L c oA /A/C, Address AO/ 'V&A ?3 *EV AVe Mh= / rC.33/ a 14 Qualifier y t/Atoo 44$40/60 0 SS# O ) 77-- c4/43 a.$ '` , State # G -000 /7S? Municipal # Competency # Ins. Co. Anchitect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING .ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE Sirgif WORK DESCRIPTION Square Ft. Estimated Cost (value) xOO. 00 WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN you* PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH I OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable), I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required fig FT.FCTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires: 1 FEES: PERMIT ei RADON ., .rte.. C.C.FF NOTARY ° APPROVED: Zoning Building Mechanical as : Contractor or Owner -B der ssion Expires: $' % MfgdaUa Gutierrez * *My Commission CC838329 . %.„,,,44' Expires May 18,2003 BOND TOTAL DUE e2,0 ----- Electrical /(,) aol'o Plumbing Structural Engineer ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISITYASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY ;- a- . _. . ..., A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 If HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URIC- MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY T0: AIR CONDITIONERS - A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS SrILITY-SEWER SIGN TIME CLOCK ITILITY -WATER FIXTURES ;EPTIC TANK ANTENNA . RELAY TELEVISION CUTLETS )RAINFIELD, 4" TILE/RES. VIOLATION 'UMP R. ABANDON SEPTIC TANK REINSPECTION ;OAKAGE PIT CU. FT. . CC U Ig e I CO( 'ATCH BASIN )ISCHARGE WELL )OMEST IC WELL AREA DRAIN ,OOF INLET :OLAR WATER HEATER IRE STANDPIPE 001 PIPING AWN SPRINKLER SYSTEM AS RANGE _ ETER SET (GAS) AS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL 550 BILTMORE WAY PENTHOUSE TWO CORAL GABLES, FLORIDA 33134. 5730 T: 305.476.1102 800.218.5080 F: 305.476.0073 www.harperpartners.com AA0002442 October 9, 2000 Mr. Frank LuBien Miami Shores Village Planning & Zoning Department 10050 North East Second Avenue Miami Shores, Florida 33138 RE: Barry University 11300 North East Second Avenue Permit # 46103 Contractor: Beauchamp Construction Co. Inc. HPI Proj. No. 8059.9 XIII. H. Dear Mr. LuBien: I, Edward F. Cannon, AIA, on behalf of Harper Partners, Inc., have performed and approved the required inspection, as indicated in the attached approved inspection log, hereby attest that to the best of my knowledge, belief and professional judgement, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -built conditions of the structural and envelope component of said structure. This document is being prepared in accordance with section 307.2 of the South Florida Building Code and must be submitted to the Village of Miami Shores, Florida, Building Department in conjunction with the application for a Certificate for (either Occupancy or Completion) for the above referenced structure. Should you have any questions of need any additional information please do not hesitate to contact me. p: \DFCJ \8059'Jetters \Miami Shores - 100400 - statement of inspection.doc P HARPER PARTNERS, INC. Sincerely, Edward F. Cannon, AIA Senior Vice President ARCHITECTURE ENGINEERING INTERIORS P L A N N I N G PERMIT #___I il 1' `' ADDRESS: j 3 0 � C A ° A� CONTRACTOR TYPE OF INSPECTION: FOUNDATION – F 0 0 - r I ., g COMMENTS: r Ar ,z-r lt4 L . Coe-1 NT itaiu t C_oez e- aCrE `Teti- atte®2rS p, LLB), 9a0 Mr.T itta4rJ4 1'0 Fe) s- u—c630 SI -)L° STS oa 01"4 4- Si4LEO• DATE: I /3„,,./ .? APPROVED BY E LA - 1 2 TYPE OF INSPECTION: REINFORCING — f Sr LIFT co t_s 519/ COMMENTS: 4.Tie °6 cL4s.5a.0 t i - 5/' a -19 4ili� . � � 5 5 z1- 44SLA6 6,5 4 0 CL siL0 APPROVED BY G e_ DATE: 519 0 0 TYPE OF INSPE TION: ROOF TRUSS, BRACING AND SHEATHING COMMENTS: 4d 0 ect_T3 Go c....o °h® e co-g-0 APPROVED BY J . Q DATE: 7 0 ® . TYPE OF INSPE ION FRAMING /FIRESTOPPING COMMENTS: CoivrA '1z eprvo F C.. c.Lri \- e ti ; APPROVED BY � . � : t� DATE: 0 4/ TYPE OF INSPECTION: WINDOWS AND [pOORS / COMMENTS: MImefv4 a :.'rs- Pigo %. , , ,V /A 1 nti r✓, 1 try G t44.*//JJ uv 44-x- op : G ; APPROVED BY Q DATE: wiAlo TYPE OF INSPECTION: AS -BUILT (BUILDING ENVELOPE AND STRUCTURAL) COMMENTS: d 102 5 /o #, v®d yl t iO/ is Assaait $41 ", Touss411r 2 c�►ya Sy N0 i of s M a/J V Pc Ier* �$ 5 crcrrnr coltno n s APPROVED BY C DATE: fpfpfoo TYPE OF INSPECTION: OTHER (SPECIFY) f1 4 s o ra rty 4 Fie ; COMMENTS: cLE . '4- 6 A op cEus APPROVED BY i DATE: CO pq 0 TYPE OF INSP. TIO • OTHER (SPECIFY) FLo0A - 4 ,. , 7 i l� 4) COMMENTS: rst� i r, ( APPROVED BY ,).4„c_,_ av DATE: -� _ o LOG OF APPROVED INSPECTIONS TO COMPLY WITH SFBC 307.2 D:IDIRECO FFISUBCOMMUNSPONMIINTER307 .SAM EXHIBIT 2 Bu B i n : ITv BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 11300 N.F. 2nd Avenue C17 V illage of Miami Shores R Pf OPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Portion of SF 1/4 of the NE 1/4 of Sec. 36 -52 -41 Minmi BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Classroom /Faculty /Office Building LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: u GPS (Type): ( ##° - ##' - ##.W or ##. °) u NAD 1927 LJ NAD 1983 B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 120652 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION STATE, I' Lori da SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 - 0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number Dn de nun ry ZIP CODE 3313 R u USGS Quad Map u Other. B2. COUNTY NAME Miani -Dade B3. STATE Florida B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth of flooding) Not determined outside of 500 -year B4. MAP AND PANEL B5. SUFFIX B6: FIRM INDEX B7. FIRM PANEL NUMBER DATE EFFECTIVE/REVISED DATE 0093 J 7 -17 -95 3 -02 -94 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. LJ FIS Profile lauj FIRM I Community Determined LJ Other (Describe): flood plan B11. Indicate the elevation datum used for the BFE in B9: Vat NGVD 1929 LJ NAVD 1988 U Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I—I Yes L_J No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I_JConstruction Drawings* J _JBuilding Under Construction* I.x JFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area-of Section D or Section G, as appropriate, to document the datum conversion. Datum 1929 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? U Yes ❑ a) Top of bottom floor (including basement or enclosure) f i r s t floor 15.0 ft ❑ b) Top of next higher floor second floor. 27.4 ftWO D c) Bottom of lowest horizontal structural member (V zones only) _ ft.(m) c ❑ d) Attached garage (top of slab) _ ft.(m) ❑ e) Lowest elevation of machinery and/or equipment servicing the building t(rim) ❑ f) Lowest adjacent grade (LAG) 12.0 ft. z rn n D g) Highest adjacent grade (HAG) 14.4 ft 4n20 g D h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ 1 ) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME TITLE ADDRESS SIGNATURE FEMA Form 81 -31, AUG 99 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 'TOWARD C. GAMBLE Vice President 620 NE 126 Street B8. FLOOD ZONE(S) z LICENSE NUMBER 1683 I_J No COMPANY NAME A. R. TOUJSSAINT & ASSOCIATFS. INC. CITY STATE Miami 33161 Florin 33161 DA ctober 4, 2000 TELEPHONE (305y 891= 7340 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. , BUILIlINC STREE ADDRESS Avenue pt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 00 CITY STATE ZIP Company NAIC Number Village of Miami Shores Florida .i .i SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR - F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1 1 I ft.(m) 1 1 lin.(cm) U above or LJ below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1 1 1 ft.(m) 1 1 lin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes I-1 No L1 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. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. 01. LJ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. LJ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. LJ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for LJ New Construction LJ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 - 31, AUG 99 CITY • STATE ZIP CODE DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) TITLE TELEPHONE DATE For Insurance Company Use: Policy Number IJ Check here if attachments L Check here if attachments ft.(m) Datum: _ ft.(m) Datum: 1 Check here if attachments REPLACES ALL PREVIOUS EDITIONS No. 2047 Street Address Remarks : PERMIT 46717 AND 46103 S/h�t€ BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795 -220 FAX (305) 756-8972 CERTIFICATE OF OCCUPANCY Owner, Agent or Tenant of Building BARRY UNIVERSITY Approved use by occupancy CLASSROOM AND FACULTY OFFICES Date NOVEMBER 15, 2000 Lot Block SubdivisionFM0 111102136 -000 -0050 11300 NE 2ND AVENUE MIAMI SHORES FL 33138 /CLASSROOM /FACULTY 0: This Certificate of Occupancy is issued to the above named BARRU IMOV for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. FRANK LuBI , BUILDING DIVISION BUILDING OFFICIAL Date Il'IC:c) Z o +±a Nue. GC JOSS goo vim. ( �P� 00 Job Address AAI J � SIB t l L._Tax Folio / / — 2 / 3 — 0 0 O �0o S o A P e rot ow a�' a °FBI SE ( , f 4 � e AlE 4444 6{` U Legal Description Se c 3� Towws t�,r 5'A S i lto a3 e u f 1 E , N Historically Designated: Yes w+l w rw4 f - cl«A r Co vw!'i1 1Mcveritl - q Tint. Owner/i .see / Tenant 5a r e M Owner's Address MIAMI PERMIT APPLICATION FOR MIAMI SHARES VILLAGE ti 1i ale .�llA Contractin Co. 1O /ST - Qualifier DDAt0 L . Ct , S5 -{ State # ( ( Me Municipal # Architect/Engineer R C12 , Pil�'�TL1 i S 1 /IC . Bonding Company /4 / A- Mortgagor /.J / Pet- Master Permit Phone (0) gq 9 — 3 o SZ Address 1--41 /A1 rion.c.sk �R.,Orr. C- ��3c,�� . 4 ,I'' 33 13''4 / 5 6_o s) 5 - 6 St Competency # Ins. Co. Oa i Address -- sr) 6( ur Os Z i . 33'344. / Address Address No Le 7f Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 2. � - C)11- , d C-, (Ga s.[I1 e4 C. U .J 14 Square Ft. 159 3? — tos of uP Ku to o . 1�F � 4( a r o 3 Estimated Cost (value S� . �- -. N�f 55 s . WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 134 Darr.* tin 1 VY.tl' *A N' , 8'n,, c.. as to Own-. and/ • i i I I sion Expires: �+� ' tom %MONICA ACEVEDO SOTO • MY COMMISSION # CC 841281 '40, I, EXPIRES: May 31, 2003 1-11003-NOTARY Fla Notwy Service & Bonding Co. FEES: PERMIT l , O .... C.F. "7 tp.'j NOTARY APPROVED:S' ? v- /1"7 /J t 1't 5 /l?b Zoning Building Mechanical C ( J Plumbing U II A )(v. Ei 2 -IS -oo Date 1► Electrical Structural Engineer 1 1 275, � ° ,, 'D �, e Denise E Rusinque sir '? A *My Commission CC847188 ?a � ° Expo June 16, 2003 BOND TO s. a i�•. n'l^i N'� 4 Edhole` Bui tding Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA /COM -97 Version 2.2 PROJECT NAME_Barry Univ.Classroom /Faciii ADDRESS: _Miami, Florida OWNER: AGENT: . _Barry University r: ?UJLDINr TYPE: _Educational CONSTRUCTION CONDITION: New construction PE',1.GN CCMPLETTON: _Finished Building CONDITIONED ELOOR AREA: _10339.5_.__. MAX. TONNAGE or EQUIPMENT PER SYSTEM: 42 COMPLIANCE. CALCULATION: METHOD A A. WHOLE BUILDING PRESCRIPTIVE REQUIREMENTS: MENTS: COMPLIANCE CERTIFICATION: I hereby certify that the plans and "peci.fi.cation covered by this calcu - w.A.: i i.on in compliance with the Fl Energy EI f; i Code. "PREPARED BY I hereby certify th- :lt this building is in cornplian with the Florida Energy Fffit..i.en :y Cod OWNER /AGENT : DATE: DESIGN 86 .38 LIGHTING LIGHTING CONTROL REQUIREMENTS HVAC EQU F PMENT COOLING EQUIPMENT 1. COP 4.00 IPLV 9.00 HEATING EQUIPMENT AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Unconditioned Space 6.00 2:. No Ducts 6.00 REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS PERMITTING OFFICE: _Miami CLIMATE ZONE: _8 PERMIT NO: JURISDICTION NO: 32400 NUMBER OF ZONES: 2 CRITERIA 100.00 3.80 3.90 4.20 0.00 Form 400A -97 Review of the plans and specifica tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, E l . da Statutes. BUILDING „OFFI.I -L: DATE: RESULT PASSES PASSES PASSES ' PASSES ,. PASSES. N/A 1 ode 'T`r'STEM DESIGNER -REGISTRATION/5TATE ARCHITECI MECHANICAL: ,5- 74---/ 0 - /54=Ws?-7 /"L # 20 j‘ PLUMBING : -Vie- C • oect .4 ve 7 fi•E . ,er "pzeopz :, r L.F7 C R. I C AL : : g e ..e 7° / ,' f • /-? # jo2S 7g i _ J., I GM I NC! . S" . e-.431 C AV 0 V 0 i" • pe .2‘ :L./ , - " ( *) SignaLure i.,., required wh6e Florida law requires design to be performed by reqisf:ored de:$iyn professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. • - - ------ C. A 0-i/V /9. . D e. ote sz eco fi 1'41 .,r7 ce- 41ve/ /e2-e-e-.ir2 ct..e_,0 e" ig 2 9 " /- Y/ 94'/ - 770 3 01.. ..__..._.. -(;LAZING--ZONE 1 Lq ion Type c61_h Wet Wet. North ,out h c�tith Commercial Commercial Commercial Commercial Commercial Commercial Commercial 401.-- - __..._.GLAZ_ING --- -ZONE 2 North Commercial E ~:U1LD1NG ENVELOPE SYSTEMS U Sr- VLT Shading Area(Sgft ) 1.09 0.88 0.84 None 144 1.09 0.88 0.84 None 144 1.09 0.88 0.84 Continuous Ove 60 1.09 0.88 0.84 Continuous Ove 60 1.09 0.88 0.84 None 70 1.09 0.88 0.84 None 70 1.07 0.62 0.47 None 89 Total Glass Area in Zone 1 = 637 Elevation Type SC VLT Shading Area(Sgft ) 1.09 0.88 0.84 None 0 Total Glass Area in Zone 2 = 0 Total Glass Area = 637 402.------WALLS--ZONE 1 _. r°levat ion Type U Insul R Gross(Sgft ) forth North 8" concrete masonry wall + stucc 0.212 0 2118 south 8" concrete masonry wall. + stucc 0.212 0 2118 West 8" concrete masonry wall t- stucc 0.212 0 1310 ;o ut.h 8" concrete masonry wall + stucc 0.212 0 770 East 8" concrete masonry wall + stucc 0.212 0 311 North 8" concrete masonry wall + stucc 0.212 0 324 West 8" concrete masonry wall + stucc 0.212 0 69 We ^t. 8" concrete masonry wall + stucc 0.212 0 69 South 8" concrete masonry wall + stucc 0.212 0 324 vast 8" concrete masonry wall + stucc 0.212 0 351 Total Wall Area in Zone 1 = 7763 ZONE 2 r ievat ion Type U Insul R Gross(Scif r_ ) North 8" concrete masonry wall + stucc 0.212 0 334 ,ouch 8" concrete masonry wall + stucc 0.212 0 334 West. 8" concrete masonry wall + stucc 0.212 0 244 'a. t:. 8" concrete masonry wall + stucc 0.212 0 443 -D00RS- -ZONE 1 1 > ' wai :. ion Type Total Wall Area in Zone 2 = 1354 Total Gross Wall Area = 9117 Tarr h 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 0 Total Door Area in Zone 1 = 0 _ -DOORS--ZONE 2_ C l evt_ i-on Type U Area(Sgf t. ) 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 Total Door Area in Zone 2 = Total Door Area = COMPLIANCE CHECK v- U Area( Sgft ) 0 0 0 T Color U Insul R Area( Sqft ) r:oncr.tile.wood truss.R -19 Medium 0.044 19 7052 v V .-PC) lFt,.- .....ZONE 2 Type 405.- --FLOORS 1 Type Slab on Grade /t!n i. nsu fated 405,_____._- _. 2 Type 1.ab on Grade /Un.i.nsulated �l f. --INFILTRATION 1. Water Cooled .2. . No Coo. l i ng (:ystem 400 -HEATING SYSTEMS Type 1. No Heating System 4, No Heating System 409. - - -- VENTILATION -- 41.0 , - - - - - AIR DISTRIBUTION SYSTEM 1. V -?ri.= :ale Air Volume (VAV) None (Unconditioned Zone) 41.1.-- AND PIPING -ZONE Type Color U Insul R Area( SC4ft ) O 0 Total Roof Area in Zone 2 = 0 Total Roof Area = 7052 0 5 912 Total Floor Area in Zone 1 = 5912 0 Total Floor Area in Zone 2 Total Floor Area = Infiltration Criteria in 406.1.AI3CD have boen met. MECHANICAL SYSTEMS HVAC load sizing has been performed. (407 ,1 .ABCD ) 407 . --- -.- ---COOLING SYSTEMS lype Vontilat.ion Criteria in 409.1.ABCD have been met. PLUMBING SYSTEMS Insul P Area( Sqf t ) Insul R Area(Sgft ) 1 4 0 0 0 9 Unconditioned Space No Ducts Testing and balancing will be performed. (410 .1 .ABC[) , 411, -- pt,riP AND PIPING--ZONE - *--- _.- __..- __._._.._._.___ -� ore cr ipt. i ve requirements in 411.1 .ABCD have been met.. 902 902 6014 ;CHECK ✓ v CHECK C., No Efficiency IPLV Tons 42.17 0.00 No Efficiency BTU /hr O 0 0 O 0 0 ;CHECK CHECK Duct sizing T and design have been performed. (410.1 .ARCD) ; AHH Type Duct Location R -value 6 6 CHECK R--value /in Diameter Thickne: -3 v V L + 1.1° . =- '--7 PUMP S AND 'r PING.' ZONE Type. 1 Circulating 4 1 1 }: G,IATr:P H l: ATING SYSTEMS -ZONE 1 Type Efficiency StandbyLoss InputRate Gallons • - WATC.. HEAVING SYSTEMS -ZONE 2 Efficiency StandbyLoss InputRate Gallons - ELECTRICAL POWER DISTRIBUTION Metering c r i t e r i a in 413 .1 . ABCD have been met. 114.---- - MOTORS_ Mot: or efficiencies in 414 .1 .AF3CD have been met. 115--- LIGHTING SYSTEMS-ZONE 1 TYPP No Control Type 1 No Control Type 2 No Watts Area(Sgft. ) 1 sroorn/ 1 On /Off 50 None 0 26716 13358 Total Watts for Zone 1 = 26716 Total Area for Zone 1 = 13353 1 15 __ - LIGHTING SYSTEMS-ZONE 2- ,c:e Type No Control Type 1 No Control Type 2 No Watts Area(Sqft) 1 On /Off ELECTRICAL SYSTEMS R -- value / i n Diameter Thic kne >: 4 None 0 721 Total Watts for Zone 2 = Total Area for Zone 2 = Total Watts = Total Area lighting criteria in 415.1.ABCD have been met. • i 6 . Operation /maintenance manual will be provided to owner .(102.1 ) CHECK 902 721 902 27437 14260 CHECK v ur1 Z- OEE ITELZALE EUILDING M ZONING LOOS N. E. 1. -r 7 xVENUE ?h. (3OS; 79S - 2204 FAX: (=15) T_i - ;572 3ItIDING ?MHTT /CONRAC:OES REMSTRATIO.N ^f-TR"' *.�.LSi C p T� c �T COUNTY ! E OF T.ORM LICENSE + AND DADE COMPETENC r • • CC NSE /13 ' -- /94 CATION CDPBR) := ST= RBGISMTIOT C y o cerr.er't accuacTIONAL LICENM ' cia GIt r s:_ ZfLe'P. =C' _ itv hart business is ro tee. Certificate of Insurance for LIABILITY (a dd =wee co Miami Shores Village). Certificate of Insurance for 'S COMP (ad rsse to Miami S oresVtllage) or if exert State of Florida LES Foy BGf-204, Construction 7 1dustry Notice of Election to be Exempt. PLEASE SUBMIT EVERMING CSECKED OEE Pe.. zit Application (signed by person performing he work, licensed contractor and the property owner, both signatures notarized) . V Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classificaticn must be on plans and cermit application. All plans must include folio number and .property address.. Amended plans, in addition to the above, must also include the permit number. Strwirrral Calwlatians signed and sealed byart-itect ar engineer wfien applicable. Current surrey of the property. Certificate of Elevation signed and sealed by Surveyor. t Substantial Improvements Checklist ( =ctor or owner) Two sets of energy calcvIations. `rte sets of signed & sealed Truss Plans (Bhginems . LADE County or State of Florida Prods Aprrovais for roof materials, sheds, windows, exterior /garage doors, a1rn mm carnorts, screen enclosures, shutters awnings, skylights, 'ch ;:co Approvals from HRS, DADE County impact Fee Section Health Department. (when applicable). DERM Warranty Deed or Other Proof of Ownership i= necessary. S Review fee Flood Elevation Notice of Commencement 1. COMMUNITY NUMBER 120652 2. PANEL NUMBER 0093 3. SUFFIX J 4. DATE OF FIRM INDEX 7 -17 -95 5. FIRM ZONE X 6. BASE FLOOD ELEVATION (in AO Zones. use depth) Not determined ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. • BUILDING OWNER'S NAME STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER • 11300 N.E. 2 Avenue OTHER DESCRIPTION (Lot and Block Numbers. etc.) South 1/2 of NE 1/4 of Sec. 36 -52 -41 CITY Miami Shores SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BARRY UNIVERSITY, FINE ARTS BUILDING NO. 6 Provide the following from the proper FIRM (See Instructions): Florida STATE SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION POLICY NUMBER O.M.B. No. 3067 -0077 ZIP CODE 33161 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD '29 r Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE ' ! 1 1 1 L feet NGVD (or other FIRM datum –see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found ort Pages 5 and 6 that best describes the subject building's reference level 1 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of i 1 15 L feet NGVD (or other FIRM datum –see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of 1 1 1 1 1 1 LJ feet NGVD (or other FIRM datum –see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is LL ✓ feet above — or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LL! Li feet above or below — (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ® NGVD '29 Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: 1 E Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: E actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post - construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:1 ! 1 11 4 LOO feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: 1 1 1 1 1 1 Li feet NGVD (or other FIRM datum –see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81 - 31, MAR 97 REPIACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION CERTIFIERS NAME Howard C. Gamble TITLE V. President ADDRESS 620 N.E. 126 treet SIGNATURE( COMMENTS- SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner. or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non - breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. LICENSE NUMBER (or Affix Seal) RLS # 1683 State of Florida COMPANY NAME A. R. Toussaint & Associates, Inc. CITY STATE ZIP North Miami Florida 33161 December 21, P (5) 891 -7340 Copies should be made of this Certificate for: 1) community official, 2) Insurance agenVcompany, and 3) building owner. Order No_ 12246 Bldg. A I REFERENCE LEVEL BASE FLOOD ELEVATION A ZONES ON SLAB V ZONES ,:ht,'": T:t;3i'X ;;;i ADJACENT GRADE *' t'i•.tif REFERENCE LEVEL ON PILES, PIERS, OR COLUMNS A V ZONES ZONES REFERENCE LEVEL REFERENCE LEVEL The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. BASE FLOOD ELEVATION ADJACENT {. GRADE Page 2 1. COMMUNITY NUMBER 120652 2. PANEL NUMBER 0093 3. SUFFIX J 4. DATE OF FIRM INDEX 7 -17 -95 5. FIRM ZONE X 6. BASE FLOOD ELEVATION (in AO Zones. use cepth) Not determined ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY Expires July 31, 1999 NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to pro- vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). You are not required to respond to this collection of information unless a valid OMB control number is displayed in the upper right corner of this form. Instructions for completing this form can be found on the following pages. FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER • BUILDING OWNERS NAME BARRY UNIVERSITY, FINE ARTS BUILDING NO. 6 STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER 11300 N.E. 2 Avenue OTHER DESCRIPTION (Lot and Block Numbers, etc.) South 1/2 of NE 1/4 of Sec. 36 -52 -41 CITY Miami Shores SECTION A PROPERTY INFORMATION Provide the following from the proper FIRM (See Instructions): Florida STATE SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C BUILDING ELEVATION INFORMATION O.M.B. No. 3067 -0077 ZIP CODE 33161 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD '29 ❑ Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE ' ! ! I 1 1 LJ feet NGVD (or other FIRM datum —see Section 8, Item 7), 1. 'sing the Elevation Certificate Instructions, indicate the diagram number from the diagrams found orf Pages 5 and 6 that best describes the subject building's reference level 1 2(a). FIRM Zones Al -A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of : '15 ' 1 feet NGVD (or other FIRM datum —see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I 1 I I 1 I LJ feet NGVD (or other FIRM datum —see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is .J__i feet above or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is I 1 ! L feet above ❑ or below (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ® NGVD '29 Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4. Elevation reference mark used appears on FIRM: 1 Yes ❑ No (See Instructions on Page 4) 5. The reference level elevation is based on: ® actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post - construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:1 ! 1 11 14 1,0.1 feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: ! I 1 I I 1 Li feet NGVD (or other FIRM datum —see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81 - 31, MAR 97 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION CERTIFIERS NAME LICENSE NUMBER (or Affix Seal) Howard C. Gamble RLS # 1683 State of Florida TITLE COMPANY NAME V. President A. R. Toussaint & Associates, Inc, ADDRESS CITY STATE ZIP 620 N.E. 126 treet North Miami Florida 33161 SIGNATUR December 21 T1E999 P E • DA 7��5)891 -7340 This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones A1—A30, AE, AH, A (with BFE),V1— V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway /non - breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. SECTION E CERTIFICATION Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. COMMENTS. Page 2 Order No_ 12246 Bldg. #6. I REFERENCE LEVEL BASE FL000 ELEVATION A ZONES ON SLAB V ZONES REFERENCE LEVEL ADJACENT GRADE WITH BASEMENT A A V ZONES ZONES ZONES ADJACENT :;• GRADE BASE FLOOD ELE • REFERENCE LEVEL ON PILES, PIERS, OR COLUMNS REFERENCE LEVEL REFERENCE LEVEL The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. BASE FLOOD ELEVATION ADJACENT GRADE Council Action iami cikores 9 llage F L O R ID A PLANK NGBOARD AGENDA OF January 20, 2000 Name of Owner /Applicant Barry University Phone No. (305) 899 -3010 Name of Architect/Contractor Harper Partners, Inc. Phone No. ( 305)476-1102 Address ofProperty, and/or Legal Description 11300 NE 2nd Avenue Nature ofRequest Approval of reV sed site plan for new classroom/ faculty office. ITEM NO. 4 Present Zoning S - Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning Change Council Action Required PlawlingBoardAction APPROVED WITH MODIFICATION TO STREET ELEVATION. 1/20/00 Section 604. Site plan approval — [Information required.] Every site plan presented to the planning board shall show the complete layout of the proposed development of the site, including the following: (a) Locations of all buildings and the front, sides and rear elevations thereof, including the location, size, type and design of all signs; (b) Locations of all areas to be used for automobile parking and, in other than R, A and 0 districts, for the loading and unloading of goods; (c) Locations and widths of all driveways on and giving access to the site; (d) Locations and nature of all walls, fences, landscaping and natural vegetation; (e) Existing and proposed drainage of the site; -" (f) Such other information as the planning board may re- quire in order to act on such site plan in accordance with the requirements of this article. (Ord. No. 531, § 18, 7- 19 -90) Section 605. [Same — Action on site plan.] In acting on a site plan, the planning board shall: (a) Require adequate space for automobile parking and for the loading and unloading of goods, as specified in the schedule contained in Article IV; (b) Make such requirements as to the location of such space and driveways giving access thereto and of vehicular acc to the site as will protect the public safety and serve the public convenience; (c) Make such requirements as will assure adequate drain- age of the site, subject to approval by the South Florida Water Management District with respect to any land lying adjacent to any drainage canal; (d) Make such requirements with respect to the following matters: (1) Building design and location, including setbacks if deemed advisable; (2) The location, size, type, design and extent of display of signs; (3) The location and nature of walls and fences; (4) The location, nature and provision for the mainte- nance of landscaping as will assure a harmonious relation between the uses to which the site plan applies and existing and prospective residential and other development in the vicinity. MIAMI SHORES VILLAGE PLANNING & ZONING BOARD REGULAR MEETING OCTOBER 21, 1999 The regular meeting of the Miami Shores Planning & Zoning Board was held on Thursday, October 21, 1999 at the Village Hall, commencing at 7:35 PM with the following present: Norman Powell, Chairman Jim McCoy, Vice Chairman Max Wolfe Sturman Timothy Crutchfield Richard Fernandez Also Present: Frank LuBien, Building and Zoning Director Richard Sarafan, Village Attorney Veronica A. Galli, Recording Secretary Attomey Sarafan swore in any individuals who may testify before the Board. ITEM #1 MINUTES — SEPTEMBER 16, 1999 Mr. Crutchfield moved to approve the Minutes of the September 16, 1999 meeting. Mr. McCoy seconded the motion and the vote was unanimous in favor. ITEM #2 MINUTES — SEPTEMBER 30, 1999 SPECIAL MEETING Mr. Crutchfield moved to approve the Minutes of the September 30, 1999 Special Meeting. Mr. Sturman seconded the motion and the vote was unanimous in favor with Mr. Femandez not voting because he was not present at the Special Meeting. ITEM #3 REQUEST FOR APPROVAL OF SITE PLAN FOR NEW CLASSROOM/FACULTY OFFICE BUILDING. Barry University 11300 NE 2 Avenue Mr. Tim Czerniec, Senior Vice President of Business and Finance, Mr. Ed Cannon of Harper Partners, Inc. and Mr. Doug Coomer, a traffic engineer of Kimley -Horn and Associates, Inc. presented to the Board the site plan for new classroom/faculty office building for Barry University. Mr. Czemiec explained that the new building would allow the present faculty /staff and students to be better accommodated with much less crowed conditions. Mr. Coomer, stated that the traffic generated was at sufficient capacity and in compliance with Dade County. Mr. Fernandez brought to the attention of the presenters and the Board that the calculation of the parking spaces was incorrect and it should be 1,374 and not 1,518 with an excess of parking spaces to be 193. Mr. Cannon acknowledged the error. Planning & Zoning Meeting. - 2 - October 21, 1999 After further discussion, Mr. Fernandez moved to approve the original site plan as submitted. Mr. Sturman seconded the motion and the vote was unanimous in favor. Recess called at 8:50 PM Meeting reconvened at 9:02PM ITEM #4 REQUEST FOR APPROVAL OF SIGN IN FRONT OF OFFICE. Joel M. Berger, D.D.S. 9101 Park Drive Mr. LuBien stated that this item was tabled at the September 16 meeting due to lack of an application on file. Mr. LuBien stated that the application was now on file. After further discussion, Mr. McCoy moved to approve the application, Mr. Crutchfield seconded the motion and the vote was Mr. Fernandez NO, Mr. McCoy, Mr. Crutchfield, Mr. Sturman, and Mr. Powell YES. The motion passed. 11EM #5 REQUEST FOR PERMISSION TO INSTALL A SECOND ELECTRIC METER ON GUESTHOUSE. Mary Newman 140 NE 95 Street Mr. LuBien stated that this item was withdrawn at the September 16 meeting subject to submitting a permit application. Mr. LuBien stated that the application was now on file. Ms. Newman stated that she is paying property taxes on the GuestHouse which Dade County considers a duplex. After further discussion, Mr. Fernandez moved to deny the appeal. Mr. McCoy seconded the motion and the vote was unanimous. HEM #6 REQUEST FOR APPROVAL OF PLANS FOR HOUSE ADDITION. Herbert Morgan 101 NW 95 Street Mr. LuBien stated this item was tabled at the September 16 meeting for revision of plans that had two fronts doors facing the street. After a brief discussion, Mr. Femandez moved to approve the application. Mr.McCoy seconded the motion and the vote was unanimous in favor. i lEM #7 REQUEST FOR APPROVAL OF APPEAL TO BUILDING OFFICIAL'S DENIAL OF BUILDING PERMIT. Rebecca Wyatt 440 NE 91 Street Mr. LuBien stated that the plans are complete but do not have the seal and signature of a registered architect or landscape architect. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 550 BILTMORE WAY PENTHOUSE TWO CORAL GABLES, FLORIDA 33134 . 5730 T: 305.476.1102 800.218.5080 F: 305.476.0073 www.harperpartners.com AA0002442 January 20, 2000 Miami Shores Village Planning & Zoning Department 10050 North East Second Avenue Miami Shores, Florida 33138 HARPERPARTNERS, INC. RE: Barry University, Classroom / Faculty Office Building Re- submittal of Amendment to Site Plan Approval Submittal Dear Members of the Planning and Zoning Board: At the December 16,1999 meeting of the Planning and Zoning Board there was a lack of a second to proceed with a motion to approve the referenced Amendment. In December we explained that Barry University has involved construction professionals to certify construction pricing. These construction professionals have advised the University that it would be beneficial (from a constructability point of view) to include a complete second floor at the proposed facility. This information provides the University with an opportunity to increase the number of faculty offices from 24 to 40 without a significant change in cost. The increase in faculty offices allows a private office assignment for more of the faculty, alleviating many of the current shared office assignments. The University is submitting an amended site plan approval submittal as follows: • Section 604(a) of the Village Zoning Code: A revised second floor plan and elevations are attached to replace those submitted with the October 12, 1999 submittal. All else remains the same. • Section 604(b) of the Village Zoning Code: On October 12, 1999 a revision was made, at the Planning and Zoning Boards request, to the PARKING COMPUTATION FOR SITE PLAN APPROVAL. We are taking this opportunity to include a revised sheet representing that revision. All else remains the same. • Section 604(c) of the Village Zoning Code: There are no revisions to this section. • Section 604(d) of the Village Zoning Code: There are no revisions to this section. • Section 604(e) of the Village Zoning Code: There are no revisions to this section. ARCHITECTURE ENGINEERING INTERIORS P L A N N I N G Barry University, Classroom / Faculty Office Building January 20, 2000 Page 2 While there was no second to the motion to approve the requested amendment at the December meeting, there was discussion that deserves further response. The issues raised dealt primarily with aesthetics and function. Aesthetics issues were raised noting that the revised proposal provides for a two -story plan that is now a vertical rectangle rather than a building with a large base (ground floor) and a smaller or stepped back second floor. While this revised building type is similar to Wiegand Hall (the building immediately to the east) it is less articulated than the building design approved in October. As for the action of site plan approval it is required to determine if the building design represents ... "a harmonious relation between the uses to which the site plan applies ... in the vicinity ". To demonstrate this harmonious relationship this re- submittal includes additional material showing the pedestrians eye view from the neighboring residential area along NW 115 street in unincorporated Miami -Dade County. We have included 5 photographs showing an east to west panoramic view. This panorama demonstrates that the existing Wiegand Hall exhibits many of the two story characteristics of the amended Classroom /Faculty Office Building. Also it is quite clear that the existing landscaping along with the proposed new planting will diffuse any visual concerns for the neighbors or passing vehicular traffic. As for building function, and the concern expressed about classrooms without windows, there are three reasons for this design. First, there are many classroom practices including computer use, projection and visual demonstrations that benefit form easily controlled artificial lighting. Second, there is an energy benefit along with first cost savings to be gained from exterior walls without glazed openings. And third, the University has many chores to attend to when there is a warning of an approaching hurricane. The fewer windows that have to be shuttered the more likely, other critical; health and safety matters can be achieved by University personnel.. The importance of this new facility, to Barry University, has been emphasized in each of our previous meetings. We look forward to your favorable consideration of this re- submittal. Your support will allow 16 faculties members to have their own office. There are no other revisions to this submittal. c: T. H. Czerniec p: \DFCJ \8059Vetters\Miami Shores - 012000- P&Z- CRFOBamend2.doc Sincerely Yours, Edward F. Can on, AIA Senior Vice President BARRY UNIVERSITY Classroom/Faculty Office Building HARPER PARTNERS, INC. NORTH ELEVATION 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BARRY UNIVERSITY HARPERPARTNERS, INC. ZONING, MIAMI SHORES, VILLAGE PARKING COMPUTATION FOR SITE PLAN APPROVAL September 24,1999 Calculation #1 is based on Miami Shores Village requirements as follows: One parking space for each classroom plus one parking space for each 10 students. The basics for the calculation is: 130 classrooms as verified by the University Registrar and a projected headcount of 5320 students which includes all students that attend the Miami Shores campus. Calculation #2 is based on Miami Shores Village requirements as follows: 'h of the additional parking spaces otherwise required by this section for auditoriums. Auditoriums: One parking space for each 3 seats where seats are fixed and one parking space for each 40 square feet of floor area for movable seats. The basis for this calculation is as follows: The current auditorium seating is 996 seats so 1/3 would be 332 spaces. There are 130 classrooms that are generally 600 square feet each. The total square footage is then 78,000 square feet which when divided by 40 equals 1950. One half of 1950 plus 332 equals 1141 spaces required. * Revised 12/07199 to represent requested P&Z corrections from 10/12/99 meeting. Calculation #1 Calculation #2 Current Existing Parking Spaces 1544 *1374 154.8 *1374 One Space per classroom 130 One space per every 10 student 532 '/z of 1/3 of fixed seating 166 %: of 1 space for each 40 square foot of floor area 975 Total Spaces Required 662 4-14-1. * 1181 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BARRY UNIVERSITY HARPERPARTNERS, INC. ZONING, MIAMI SHORES, VILLAGE PARKING COMPUTATION FOR SITE PLAN APPROVAL September 24,1999 Calculation #1 is based on Miami Shores Village requirements as follows: One parking space for each classroom plus one parking space for each 10 students. The basics for the calculation is: 130 classrooms as verified by the University Registrar and a projected headcount of 5320 students which includes all students that attend the Miami Shores campus. Calculation #2 is based on Miami Shores Village requirements as follows: 'h of the additional parking spaces otherwise required by this section for auditoriums. Auditoriums: One parking space for each 3 seats where seats are fixed and one parking space for each 40 square feet of floor area for movable seats. The basis for this calculation is as follows: The current auditorium seating is 996 seats so 1/3 would be 332 spaces. There are 130 classrooms that are generally 600 square feet each. The total square footage is then 78,000 square feet which when divided by 40 equals 1950. One half of 1950 plus 332 equals 1141 spaces required. * Revised 12/07199 to represent requested P&Z corrections from 10/12/99 meeting. BARRY UNIVERSITY HARPERPARTNERS, INC. ADDITIONAL INFORMATION • AESTHETICS SITE PLAN APPROVAL CLASSROOM / FACULTY OFFICE BUILDING RE- SUBMITTAL for AMMENDMENT December 20, 2000 all • = • • • I MI MI • MI • • • • IIIII M ININI BARRY UNIVERSITY Classroom/Faculty Office Building HARPER PARTNERS, INC. OVERALL .ATRIAL VIEW FROM TIIF VII \V OF I'ARKIAG LOT 1 ROM 1111: WI:SI �� ;; II��amwlol�VIN�IJII' I' Jl�ii�IlV��hII�I�VI�IVIIIIflllililulliNilii�ll��ull��1�tumllu rralm;,� +ld;l�lal;�l� if �N I111hIiINN�NII;iNNiIINI 11111iIIIIINIh1,1 IIINININ11 NN Nl �lll j!1110III 1 1'1 °' II'hllll!V11 MAIN ENTRANCE FROM THE NOR"I1 I 1 1 1, [1,111 1 i1 1 I 1r,11ih Ill lilll;l,hl MA1N I;N " 1RAN(1 1 ROM 1111 SOU 111 VIEW OF THE I3UILDING FROM WIEGAND HALL BARRY UNIVERSITY Harper Partners, Inc. THE FOLLOWING PHOTOS WERE TAKEN ON NE 115 STREET, 1 L❑ ❑KING EAST 4 LOOKING SOUTHWEST 2 L❑ ❑KING SOUTHEAST 3 VIEW FROM NE 115 STREET L❑ ❑KING SOUTH, SAME VIEW AS RENDERING OF CLASSROOM / FACULTY OFFICE BUILDING, 5 L❑ ❑KING WEST BARRY UNIVERSITY Classroom/Faculty Office Building HARPER PARTNERS, INC. Ilj' i lwlia , ii„ iu 1 j � l � i ii : it lluiullll 'a' ARCHITECTURAL RENDERING Illlllill ujg l 11 1li 40. 11 VIEW OF THE CLASSROOM /OFFICE BUILDING FROM NE 115 STREET Date S 0 0 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Add= /1300 N,E. a AVE 4 .1/.a4 0 00 ©OSo Legal Description L Historically Designated: Yes t3A N „ Owner/Lessee / Tenant �2y l /it/I r/eeSl T Master Permit # y 6717 1 -16 7C8 Owner's Address 7/30 0 A/.6. oZ N Phone Contracting Co. 5 E/Z/D/z fs'L F C T.P /C AG a onf: WC.. Address 02/.51 /WA/ 9 /3 II d pt. .9.7/ 72. Qualifier � , M,A0 /t<4o.f SS# Phone PO S) 4477 -g 3 nr State # - 000 / 75$ municipal # Competency # Ins. Co. Architect/Engineer /A/ere/7 / a-S /A/C Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING eLECTRICAIb PLUMBING MECHANICAL ROOFING PAVING FENCE sagN WORK DESCRIPTION �(i /0 doh mad st Z •� . 8 �,% r. 4244244159114 ' . t r,.IT _deLoa,oce411 e eeem rezezeisf 0 0 • Square Ft. Ni 6 S `I Estimated Cost (value) /100j000. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YQUR uppilut OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable), I rrify that all wort: will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required r' N.FG'li RIp,AL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK OWNER'S AWIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applica* ws f1 construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. tw Signature of owner and/or Condo President My Commission Expires: NEES: PERMIT /\ I ,3 d- I RADON C.C.F. - NOTARY APPROVED: Zoning Building Electrical Mechanical Plumbing .vr1rt14"1,ir,. " p v Notary as to Owner and/or Condo President Date Notary to Contractor or Own a r Builder r My Commission E ires: 0 0 Migdalia Gutierrez es * , A . y *My Commission CC838329 y '4 g ,, Expires May 18, 2003 Structural Engineer BOND 1 TOTAL DUE i .3 ?-7 'r. ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT 7+ FEE /10' ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS 6 CENTRAL HEATING DISHWASHER RECEPTACLES 22 /g7 A/C (WIN)) DISPOSAL SERVICE TBPORARY i 5 - A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN MPS al / 7,- DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER It /e49' U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP 44- 24V #0 STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP 4' jam' HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 If MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TE14'ORARY WATER CLOSET MOTORS OVER 10- 25 If FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A S'- - 5 1 O A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 1 73o HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS STILITY- -SEWER SIGN TIME CLOCK 1TILITY -WATER FIXTURES ' IEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS . IRAINFIELD, 4" TILE/RES. VIOLATION 'UM" & ABANDON SEPTIC TANK REINSPECTION ;OAKAGE PIT CU. FT. :ATCH BASIN IISCHARGE WELL )OMESTIC WELL AREA DRAIN ,DOF INLET OLAR WATER HEATER IRE STANDPIPE COL PIPING AWN SPRINKLER SYSTEM AS RANGE ETER SET (GAS) AS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL 13:27 BUILDING ELECTRICAL PLUMBING ROOFING OINOOT Of a wa fTv ver (.1 Anbited Mr Petri :x-nc PERMIT N?. 140717 or Bader B ettelCielarp (r c. UPI Lot Description 11 BI Adana ti3ccs tte Beadin This permit is granted to the contractor or Sigma ideratios of &e and ia ste this meat I CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA. Def. Work to be performed under this Pomo' c-tastEciwils oro E C4tCE s #.4 ..A04.1) it di 3 k Poo 0 CS Subdi- vision Vahee of .Projed$ 7C rxiCi I 5m Contractor's License No. mor.4-4- 471(:( Ft-efOg . S'Irc: 44 S Permit cfe ()CF: Notary: Bon& Radon: Amount of Penni'ft 3:42 91 451 4S 0 II 70 L SeswiZa. 3L 6 1 - L 1141 eiffeffo the building or to install the equipment or device tlescribedin the applica- ATITHOIUTY (INSPECTOR) BY nete of this permit I agree 40 perform the work covered hereunder in compliance with all ordinances and regulatio wit' h the plats, drawings, automats or apeeifications submitted to the power authorities of Miami Shores Village. onsibility fax an work done by either, myself, my ages, seesaw or employee. tou hentfor is *trim morphoses with an ordinances pertaining thereto and with the understanding that the work will be preformed en comphame with any co pie* drawler, IOSteiDeldil or spear:matins* that may have been submitted to and approved by the proper azunttepal authorises. This Permit may be revoked c) at way trite f the wart is sot done is compliance with such ordinances or if the plane are asmd without authorization. A hurdler condition upon which Chit permit is grassed is the turderstandisg that the cowman' or builder named above assumes the responsibility for a thorough knowledge of the ordinances ant co regulations 'attaining to the work covered hereby whether shows on the plans or drawings or is the statements or specifications and that he assumes reopen seileitity' for work dune by kb agents, servants or employees. cz, Date: 04 /05/00 I OPN: 99080 Project Name: Barry University, Classroom Building Location: 11300 NE 2" Ave., Miami Shores FL Contractor: Beauchamp Const. Client: Harper Partners Weather: Sunny Temp: 95 °at 4:00 PM Present at Meeting/Field: Chris Tucker and Milton w/ Beauchamp Construction and Joe Larceri w/ DeRose & Slopey DeRose & Slopey CONSULTING ENGINEERS, INC. LAND PLANNING • CIVIL • STRUCTURAL ENVIRONMENT • ELECTRICAL • MECHANICAL 150 3. ANDREWS AVENUE SUITE 350 POMPANO BEACH, I'LORIDA 33069 (954) 942-7703 TO: Village of Miami Shores Building Department 10050 NE 2" Avenue Miami Shores, FL 33138 Permit #: 46103 Inspection type: Foundation THE FOLLOWING WAS NOTED: 1. I visited the site for a stem wall formwork and reinforcing inspection. 2. Columns were formed and rebar cages were completed up to the top of the slab on grade. 3. Filled cells required additional clean out work at the footing. 4. Observed the elevator pit wall formwork and reinforcing steel placement. 5. Observed the water stop installation. 6. All work observed was in compliance with the approved drawings. Cc Ed Cannon, Harper Partners Milton, Beauchamp Construction P:misc neld/99080.0405.jl.doc MEETING /FIELD REPORT SIGNED:.. Joe Larceri SIGNEQ:.,/(�'��" 'v y.,(1' 5(..........Gary G. Slopey, P.E. Legal Description Address of Budding BUILDING ELECTRICAL ❑ PLUMBING ROOFING 0 0 Owner of Building Architect or Buil erd r _�° ti� r D 1 +,e � MIAMI SHORES VILLAGE, FLORIDA DatR PERMIT Lot 11 Bi. ' Contractor's License No Work to be performed under this Permit tdezi +� 1 11 j t fl A �'�! # to ei ( 17 4 r DV' Sq. Ft.: Value of Project $ - z ° Permit CCF: Notary: Bonds Radon: Amount of Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at anytime if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for ;a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. tt Signed d (INSPECTOR) BY In consideration of the issuance to mk of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my ag nt, servant or employee. " ', %{ /mod ! �/ . '-� • ! ai - CONTRACTOR or BUILDER BY PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5/010 Legal Description Y ar / Historically Designated: Yes // ( No Owner/Lessee / Tenant Master Permit # I 7 2 Job Address Tax Folio II co r 00 c® Owner's Address Phone Contracting co. le. Ciogia ._ C.1rL' - Address / //d Jiti /X,s' f� '7Qe /7roy i,# Qualifier A cd. t Ma // ss# , ( - / Phone(..V.S) 02 /4 - aZaf'S State # C FC pro d" VV Municipal # Competency # Ins. Co. �i;0f. 149 re' Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELEC CAL PLUMBIN MECHANICAL . OOFING PAVING FENCE SIGN WORK DESCRIPTION /a ' I; J '•� iL d / fl Square Ft. Estimated Cost (value) WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 B and zoning. Furthermore, I authorize the above -named contractor to do the work state d. 4iBi t O K voe rs t , Ass.c. VQtctcl Sigit$ture downer and/or Condo President Date 0 1 Cheryl Saida Gerber *[*My Commission CC728954 S Expires May 8, 2002 APPROVED: Zoning Building Mechanical Plumbing 1Al Si a ; of Cont or Owner- der ? 1 Date ® otary ; : to Owner and/or Condo President Dpfe/ No as to Contractor or a' a _g My Commission Expires: My Commission Expires: d ; LIC STATE OF FI.OR3 COMMISSION NO. CC714103 atISSION EXP. MARS FEES: PERMIT r ' 1 l ) RADON C.C.F. NOTARY Electrical BOND TOTAL DUE Structural Engineer 5 I, JOSE ANTONIO ACEVEDO - VALDEZ, President of ACB2 Engineering, Inc., do hereby acknowledge the removal of ACB2 Engineering, Inc. from Building Permit No. 46335 of the Village of Miami Shores, and approve ACB2 Engineering, Inc.'s replacement with RB Carroll Plumbing, Inc. as the new permit holder. STATE OF FLORIDA ) ) SS.: COUNTY OF MIAMI -DADE ) NOTIFICATION OF PERMIT CHANGE ACB2 Engineering, Inc. By: se Antonio Acevedo - Valdez, President BEFORE ME, the undersigned authority, personally appeared Jose Antonio Acevedo - Valdez, who, first being duly sworn, acknowledged that he has read the foregoing and that it is true and correct to the best of his knowledge and belief. SWORN TO AND SUBSCRIBED before me this day of May, 2000. NOTARY PUBLIC, State of Florida Personally known OR Produced Identification Type of Identification Produced Print, Type or Stamp Commissioned Name of Notary Pu I'c: Miami Shores WIage Building and Zoning Department Miami Shores, Fl 33138 Very truly yours, At . o • er's signature add,, u tG (print name) . STATE OF FLORIDA COUNTY OF DADE: Notary Public, State ofForida at HOLD HARMT.FSS RE: Property located at (address and legal description) 360 PE_ -. 3 titzt-vf Date Gentlemen: As legal owner o subject property, I request the cancellation of permit • er 3 L Cissued to i ci 2 J ' , for the following reason: 1 -► Date of last inspection: / I hereby apply as owner- buldder, or autharize (new contractor) to apply for such permits as necessary to consauct or complete the construction on subject property. I agree to hold Mra i Shores Village, its agents and authorized personnel harmless and reseve them from any responszzzltty or Gabzaity for any Legal action or damage, cost or a tpease (including attorneys fee) resulting from the cancellation of the eadstim permit or the issuance of a new permit I furthermore assume responsiibiity for the correction, if required, of work performed under permit for which I am requesting cancellation. Prime contractor (only if subcontractor holds permit or if change of quail i ficip%psr 6 f0- haWO 4itaisevrnolle.x. (print name) The undersigned, being the first duly sown, deposes and says that he/she is the legal owner of the above property. Sworn to and subscribed before me this g Ct, day of • -TAMONICA ACEVEDO SOTO Or MY COMMISSION # CC 841281 11,0% EXPIRES: May 31, 2003 1 BOO 3 NOTARY Fla. Nosy Service & Bonding Co. Date 5JJ 00 Job Address Legal Description act 52. l 4 1-0 A-C .44 p de V Historically Designated: Yes No V LESS 3s Pr - at LASS w go Owner/Lessee / Tenant MA t>g I -I 51 -r 1 Master Permit # Owner's Address L L 3 aro xt.--- 2 ,Ay, i hone 0 5 - 5 40 Contracting Co. 4CC32 AAJCIA 7 /VC Address /iiab J1, h e9 /3(o s4-- �!! ss# Phone .305.- as' 4 - rat/. 30s%- 4'44- /'/ State # Municipal # Competency # Ins. Co. Qua t. Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL uI: 1 Si 0 eo elf mmission E • fires: Iw t,MONICA ACEVEDO SOTO MY COMMISSIONS CC 841281 *or le EXPIRES: May 31, 2003 1.800.3.NOTARY- Fla Notary Service & Banding Co. My I+'S: PERMIT PERMIT APP CATION FOR MIAMI SHORES VILLAGE di roan / P4c0 ''??'yy OFRC C 2- Tax Folio a '2/%' Address CZ:0 3e cz ... e w✓ RADON 3 -.2.00 owner and/or Condo President Date Lttt.'. Assoc- rf t f c President, e-s 3 -2-€90 President Date Address Notary _ to Con My Commission E MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1.4..) L-t /.( 6 o b 049 - &.'- U r1 u et 5 °(' � 1 Pe-AA/ L SSir00 t�C.il1 f 7 4 -t S e - L E Estimated Cost (value) ' -S ODD 0. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in 1 . fiance applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Fo ' &Lee/ NAwe" art !)_•. 2. a '. _ ... Tres: OFFIC' � ' ARYSEAL GLADYS J VILLAR NOTARY PUBLICSTATE OF FLORIDA COMMISSION NO. CC71-4103 MY COMMISSION EXP. MAR. 1 ►'+ tractor or Owner - Builder O s / C.C.F. /0 NOTARY _5 BOND t 1 1 1(: MI •111 Date TOTAL DUE Dt0 3 --.2.- C2 APPROVED: Zoning Building Electrical Mechanical Plumbing ir j WHAT IS THE PURPOSE OF THESE LINES ? 1 HOW MANY LINEAR FEET ? WHAT IS THE LOCATION ? DOES ACBZ- ENGINEERING INC HAVE A DRAWING ? ytt THIS IS A PLUMBING PERMIT. CHICK SIGNS. e rr rr1/4- BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA _ 3 P° 3 ELECTRICAL ❑ Date PLUMBING PERMIT NE' 46335 ROOFING 0 Building Owner of r • 9 y{ iversi f ■/ Lt4SSCc FeieU l oFF?ceS Anc6itect Contractor G . or Builder srma-ui.:r / AC 02 I vie, n eeraf15 Legal Lot V JJ Description 11B1 B Building s of I � 3 0 0 / E 0 11 c))2-- . S Contractor's License No Si .1 In consideration of the pertaining thereto a in strict In accepting th' t I a . - Work to be performed under this Permit 40gter / i I1 S Permit: p• /1 ‘, 3� -6 - Oo Perm Lc t Subdi- Notary: T' -- - vision Bond: Radon: Amount of Op .� Permit: Sq. Ft. Value of Project $ 2S Goe This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specificatio , . that may have been submitted to and approved by th proper municipal authorities. This Permit may be revoked at any time if the work is not done in co + •fiance with such ordinances ' the plans are ch , ; d without authorization. A further condition upon which this permit is granted is the understanding tha.I the• contractor or builder na ed • •ve assn es t epo ibility for a thorough knowledge of the ordinances and regulations pertaining to the w • co red c ereby whether shown on e p a in in .ibility for work done by his a a i . or employees. statements or specifications and that he assumes reapon• fig.I4/1 Lam/( ll, . : � BY �. of this permit I a •je w, cover ! here •der in compliance with all ordinances and regulations ith the plans, drawings, . t r ap ' icatio• " submitted to the proper authorities of Miami Shores Village. ibility for all work done by either •oyself, my agent, servant or employee. CO O ., or BUILDER BY AUTHORITY Date: 03/30/00 OPN: 99080 Project Name: Barry University, Classroom Building Location: 11300 NE 2" Ave., Miami Shores FL Contractor: Beauchamp Const. Client: Harper Partners Weather: Sunny Temp: 90 8:00 AM Present at Meeting /Field: Milton w/ Beauchamp Construction and Joe Larceri DeRose CT Slopey Py CONSULTING ENGINEERS, INC. LAND PLANNING * CIVIL * STRUCTURAL ENVIRONMENT * ELECTRICAL * MECHANICAL 150 S. ANDREWS AVENUE SUITE 350 POMPANO BEACH, FLORIDA 33069 (954) 942-7703 TO: Village of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 THE FOLLOWING WAS NOTED: Permit #: 46103 Foundation Only Cc Ed Cannon, Harper Partners Milton, Beauchamp Construction P:misc field/99080.0330.j1.dcc 1. I visited the site for a foundation formwork and reinforcing inspection. 2. Observed were the footings for the north classroom area and stairway. 3. Adjustments to reinforcing steel placement were made to observe the concrete clear cover requirements. 4. Footing excavation shoulders were soft and collapsing. Contractor is to clean out footings before concrete placement. 5. Reviewed the concrete mix design for the footings. The contractor is to submit the mix designs to the engineer for approval. 6. Milton reported that all soil tests have been taken and have passed. Signed and sealed originals are to be forwarded to the engineer's office. 7. Discussed the requirements for concrete slump and test cylinders, contractor to provide signed and sealed test reports. MEETING /FIELD REPORT SIGNED: Joe Larceri SIGNED. ,» .1 . - ..Gary G. Slopey, P.E. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date S 00 Job Address 1 1300) iO € g.. Nh Q veTax Folio Legal Description ekSS room P4 C, v h ' r 1 ��Cl q Historically Designated: Yes No Owner /Lessee / Tenant 1 J 1r le` (i ee.rif tJ Master Permit # #G III 4 '71y Owner's Address 1 f 3 00 4t) E Z-' �1 Phone C o n t r a c t i n g C o . e � � uAi d ,v a A d d r e s s ,v v Q u a l i fi e r s h o t r -c S h, � ' � - e-Y° ss# Phone` D s' S - g i ci P Competency # t f 1 e. ! I ns. co. b e.- J.y $1 State # C PCo 3 I o Municipal # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRIC PLUMBIN MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION WO Co i e - A - ) ° J 2-Pet le-LeDo er Square Ft. Estimated Cost (value) 2-4 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING _CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. t� iVt € -, /2.2-s6^6 Ai / 514 [ c, 0 r Signature of owner and/or Condo President 5—/8,°° Date Notary as to Owner and/or Condo President Date No - 'to Con' air or • I - Builder Date My Commission Expires: My Commission Expires: 01-41.— OAF OFFICIAL NOTARY SEAL DAISY DIAZ f NOTARY PUBLIC SPATE OF FLORIDA COMMISSION NO. CC900460 MY COMMISSION EXP. IAN. 6,2004 FEES: PERMIT RADON C.C.F. \1 £1 NOTARY BOND Signet a of Cont actor or Own Builder APPROVED: TOTAL DUE pt u3 Zoning Building Electrical Mechanical Plumbing Structural Engineer ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE (RED TANKS LAUNDRY TRAY CLOTHES WASHER SHOWER WATER HEATER MOTORS 0- 1 HP MOTORS OVER 1- 3 HP U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS SINK, POT /3 COMP. SINK, RESIDENCE SINK, SLOP TEMPORARY WATER CLOSET URINAL WATER CLOSET i it Li i I) MOTORS OVER 3- 5 If MOTORS OVER 5- 8 HP MOTORS OVER 8- 10 HP MOTORS OVER 10- 25 HP MOTORS OVER 25-100 HP MOTORS OVER 100 HP MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES ELEVATORS/ESCALATORS FIRE SPRINKLER SYSTEMS COOLING TOWERS VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS • _ A/C UNIT STRIP HEATER FIRE SPRINKLER s.( GENERATORS TRANSFORMERS • HEATER -NEW INST. 111111 GENERATORS TRANSFORMERS HEATER - REPLACE r GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SWIMMING POOL WATER SERVICE SEWER CONNECTIONS JTILITY -SEWER 1 r ®®° '' SPECIAL PURPOSE OUTLETS COMMERCIAL SIGN TUBES SIGN TRANSFORMERS SIGN TIME CLOCK JTILITY -WATER FIXTURES ;EPTIC TANK w ANTENNA RELAY r TELEVISION OUTLETS IRAINFIELD, 4' TILE/RES. VIOLATION 'UMP E ABANDON SEPTIC TANK REINSPECTION ;OA/CAGE PIT CU. FT. IATCH BASIN r IISCHARGE WELL OMESTIC WELL _ %REA DRAIN .00P INLET OLAR WATER HEATER IRE STANDPIPE COL PIPING • AWN SPRINKLER SYSTEM _ AS RANGE w ETER SET (GAS) r AS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLUMBING ELECTRICAL MECHANICAL PERMIT APPLICATION FOR MIAMI SHORES VILLAGE C .. l G . S rQcm l F4c,) l t' OF r 1cE Date 5 Job Address 113 00 ht E D' AVE Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant SA /UZI U N t rE S ('r1J Master Permit # � �o I e- 1107 65 Owner's Address Phone 0 Contracting Co. Co t c. ` M • t to-PC. Address 1216 9 St.reJ (31 r trvc� V c' C « l FC 3�1 � 6 Qualifier 'DA M I SS# - - Phone ( S) 2.S6 • 00 4 Cm State # CH C, ea S6 Cs 9 S S Municipal # Architect/Engineer 14AMPV2 PA 1TN.ETLf, MX.. Address SSA 8i . Ute Ga AA{ I C. C . Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBINGC ECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ( U S'11at1 t' pokl Ch Lq°efl- Pd t U t PI Nr9. - SK rT !F c44 CS Do c--x- or - VA tf /30-weea emc se v £ r . 7A Square Ft. 1 D e0 0 WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be perfcamed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate pennits are required for FL.F.CTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing informati s,1 is accurate and tha construction and zoning. Furthermore, I authorize the abov 1 I1 ed contractor Signature of owner and/or Condo Notary as to Owner My Commission or Condo President wes: el P4'd FEES: PERMIT \(° ` ° RADON (''l 60 3 1003 Competency # Ins. Co. Estimated Cost ( v a l u e ) j 4 0 % 3 0 Notary My C C.C.F. NOTARY Building Electrical done in compliance with all applicable laws regulating GONZALEZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. 0993 MY COMMISSION EXP. APR. 27,2003 BOND TOTAL DUE fee 3 Si l Z.000 Date /,ofoo Date APPROVED: Zoning Mechanical 620 '� Plumbing Structural Engineer PERMIT NO. # 46103 STATE OF FLORIDA: COUNTY OF DADE: 1. q3 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property; J ccordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commene rriirit. 1. Legal description of property and street address: 11300 NE 2nd AVE, MIAMI SHORES, FL. 33161 36 57 41 40 AC SE1 /4 OF NF1 /4 I FSS F35FT PJ I FSS W4QFT 2. Description of improvement: CLASSROOM & FACULTY OFFICE BUILDING 3. Owner(s) name and address: BARRY UNIVERSITY, 11300 NE 2nd AVENUE, MIAMI SHORES, Fl , 33161 Interest in property: FEE SIMPLE Name and address of fee simple titleholder: BARRY UNIVERSITY, 11300 NE 2nd AVENUE, MIAMI SHORES, FL, 33161 4. Contractor's name and address: BEAUCHAMP CONSTRUCTION CO., INC.. 247 MINORCA AVE. CORAL GABLES, FL, 33134 BARRY UNIVERSITY, 11300 NE 2nd AVENUE, MIAMI SHORES, FL, 33161 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: NOT APPI TCABI F Amount of bond $ NOT APPLICABLE 6. Lender's name and address: NOT APPLICABLE 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 anti address: MR FREDDIE E. ULLOA, 11300 NE 2nd AVE, MIAMI SHORES, FL, 33161 8. In addition to himself, Owner 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: NOT APPLICABLE 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ONE YEAR FROM RECORDING DATE g. et, Untv.erst1 Sig ature of Owner Print Owners Name MR. FREDDIE E. ULLOA REC: 189861 NOTICE OF COMMENCEMENT TAX FOLIO NO. 11- 2136 - 000 - 0050 -000 Sworn to and subscribed before me this / 6 day of i ?.r4; }11 ',.,1 Notary Public Print Notary's Nam My Commission Expires: tor EXPIRES: May 31, 2003 1.800.3NOTARI' Fia Notary SeMoe & Bonding Co. RECORDED IN OFFICIAL RECORDS 800a OF DADE cotwY. FLORIDA RECORD VERIFIED HARVEY RUVIN CLERK CIRCUIT COURT Prepared by: MR. CHRIS TUCKFR BEAUCHAMP CONSTRUCTION CO., INC. Address: MINORCA AVENUE r'r)RAI GABLES,. 1, 3' 114 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 9-aft de Job Address /,3 O( /V E. 4/4Cf gliZ. Tax Folio f — ) 3 d a 0 0 trl Legal Description 5 W 'ILJ 0-c I E /e Historically Designated: Yes No Owner/Lessee / Tenant ( L 1 /e &nt I/ ( 5 / Master Permit # 1 176 O w n e r ' s Address / 49 00 AL C: .. 4 2 . / ) Z t 0 . 4 1 4 x : (Flores Phone .05 - I 4 0 - 3®U[) Contractin Co)( � /96Z60 J f,ti Address ' 9�D /t/Lc /(a J / 7 � tipGLC. .33oss Qualifier � � /II cL d/ G .77 O09 v ES SS# Phone)( 305 -10 8/--.7/ 96 Architect/Engineer �lO� Bonding Company State # Municipal # ' Competency # 4 /7o Ins. Co. Address Address Mortgagor Address Permit Type (circle one): UILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING ' AVING - FENCE SIGN WORK DESCRIPTIO `Atif ircA tvG 1N ��R- 1LIG /NCdi for 4 Square Ft. Estimated Cost (value)>S 5 /4 75/. rd WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction is this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK 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. Furthermore, I authorize the above -mined contractor to do the work stated. Fo Batts, VAIve 3A 41 Lure of owner and/or Condo President Date feSs o c V P Foie e t e i-t e S M Sw•w o President /0 - Date S P °a4MONICA ACEVEDO SOTO leo MY COMMISSION • CC 841281 OF TO % EXPIRES: May 31, 2003 1-8 00.3-NOTARY Fla Notary Service & Bonding Co. Notary 4s to Owner and/o My Commission Expires: I ES: PERMIT O. O 0 RADON TO nitre isb Oa) et MO Zoning c 5 1 0 Building VgVI.6Wief tore of Contractor Owner- Builder Notary as to Con ocY r or Owner -B My Commission E C.C.F. AO NOTARY ' 0 '-- ' Pp BEVERLY J. MURPHY �` •J MY COMMISSION # CC 745713 li t OF le MIRES: 05/27/2002 14800 -3- NOT ■J F. Nktuy Services & Bonding Co. d Electrical BOND TOTAL DUE . 4 1-41 9 -9e) Date q Zs L7/ Date Mechanical Plumbing Structural Engineer Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / l 3 e U N E 2/4 aax Folio / / 7f 3 e C Q0 06 be Legal Description , / Historically Designated: Yes - — lJ Owner/Lessee / Tenant — 6'4 Y) 1 V e ie 1 / Owner's Address / /3 D /L' / �, / 4Lt 4 I J • q :5, 1.33// Contracting Co. C be A , /),,,, AU -1, Address 30 /1/ & �Q Ak fa Qualifier r,4,92 S • 06,A,„„,- - 3,5-/-7Phoneg.— 7Jr7 -) 4 i't state # 0 DG P l T 3o 1 Municipal # ()66 61/ competency # Ins. Co. EG G ek u.,i-, -f e 31.--; Address /4:1-, ;fi ( . Bonding Company Address Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANI " ROOFING AVING FENCE SIGN Address WORK DESCRIPTION oldSJ Oe it-t.. .15 C/ % �r 1.41)1 i P Tie, All v I vy Square Ft 7.9e6 Estimated Cost (value WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for RT .F,CTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT:" I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work t`ru UA VeY'ST Si ture of i er and/pc Condo President ,jute . t ddy ( (. . it a AS t: e�c C .c, rk rtii w as to 1 s er and/or Condo President My Commission Expires: 1 PERMIT 7—& an Date n �z�.� � � �:< rr�� r t �id r' � .�«;7.a3 E.u'IRES ticIA€: 12. 2:XX1 iiONVED THROUGH *iG WHOM GQ. v, / ry RADON C.C.F. �� ' NOTARY APPROVED: Zoning Mechanical Master Permit # 7 /4s/do of Contractor or Owner - Builder Date ,A .& ter. No as to Contra !r Owner- : TI der My Commission Exliires: V 04 CA f RINE A. DUFFIN 4 i \ ` 6COMMISSION CC623699 n� EXPIRES FEB 23, 2001 •�/ so) BONDED THROUGH ,iv AltAMICiwfwacOWWQ 7/7 Z BOND TOTAL DUE Plumbing Structural Engineer 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSTDERA "PION' As it pertains to this Appendix "F", rt rovide the responsibility appendix contractor explain to the owner the the required roofing permit, top content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) go\'cri; the minimum requirements acrd standards of the industy for oolati the the following items should be addressed as part of the agreement between the owner The owner's initial in the adjacent box indicates that the item has been explained. ti 1. Aesthetics-Workmanship: The workmanship provisions on hapterperformance standa se or ds providing that the roofing system meets the wind resistance Aesthetics (appearance) issues are not a consideration l e not respect to zoning g a ns ishould isio s. Aesthetic issues such as color or architectural appearance, that part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof de may have to renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usualk concealec prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which.have no visible delineation between neighboring units (i.e. tc ,vnhou no con e occupants o fa ac adjacent units of roofing work to be performed contractor and/or owner :;hould notify the 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore. roofing nail penetrations of the underside of the decking May not be acceptable. The SFBC provides option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck oftf.e building ng mny not drain well and may cause water to pond (accumulate) in low areas of the structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding d be conditions may not be evident should the original roofing system is removed. Ponding conditions 6. Overflow :scuppers (wall outlets): It is required that rainwater flow off so that the roof is overloaded from a build up of water. Perimeter /edge walls or other roof extensions i c that discharge if overflow uppers (wall outlets) are not provided. It may be necessary scuppers n accordance .,'ith Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur:assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owne '81.: Signa ..ure Signa ' re D• te ontractor s Signature JUL. 7 . 2l_1l_1l_1 ;_I: i:3 M NOT' OF COMMENCEMENT 2. Description of Improvement: CLASSROOM & FACULTY OFFICE BUILDING 4. Contractor's name and address: NO. 414 P. c PERMIT NO, # 46103 TAX FOLIO NO. 11-2136- 000-0050 -000 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvem0MS will be made to certain real properly, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: 11300 NE 2nd AVE, MIAMI SHORES, FL. 33161 35'52 41 41b,C, SFt 14 OF NF1 /4 1 FSq FlSFT ft, 1 FRS W4QT. 3, Owner(s) name and address: BARRY UNNERS 113. 1 NE Interest in property: FEE SIMPLE Name and address of fee simple titleholder: BARRY UNIVERSITY, 11300 NE 2nd AVENA, MIAMI S¢1QIES FL, 33161 BARRY UNNERSITY, 11300 NE 2nd AVENUE MIAMI SHORES, FL, 33161 , 5. Surety:(Paynient bond required by owner from contractor, if any) Name and address: NOT APP1 CCtA1 E Amount of bond $ NOT APPLICA j 6. Lender's name and address: NO APPLICABLE 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: MR FREDDIE E. ULLOA 11 F0 NE 2nd AVE IA I SHORES 161 & In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713,13(1)(b), Florida Statutes. Name and address: NOT APPLICABLE Si9Aawta o1 Owner Print Owners Name MR. FR LOA Swom to and subscribed before me this / day ofildWqry,,lasO Notary Public Print Notary's Nam My Commission Expires: 1 MONICA ACEVEDO SOTO Lt. '1 'tor TO EXPIRES; Mry 31, 2003 1 NQTMY Fla. Navy B tta 1 tondlnp Co, 33 4 O. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless 2 different date Is specified) ONE YEAR FROM RECORDING DATE jr Thrri Univ'er0 Prepared by: MR. CI:IRIS TUCKER BE.AUCHAMP CONSTRUCTION CO.. INC. Address: 347 MINO@sA AV i f�N F rotractor's Na-m e:fteittit ROOF CATEGORY / (Low Slope Applicenon) El (Nail-On Tile) F(Mortar- Adhesive Sc: T ;H (AsphalVFtbcrglass Shingles) ❑ (Metal Roofs \Wood Shingles & Slakes) ❑ ( thcr) ROOF TYPE 32 Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Roof Area (ft') Sloped Roof Arta (t) 1b 92 Total (ft') - '7 /; Master Permit No. o Yu/ e category (per ASCE ? -88): Building Classification category (per ASCE 7 -88 table 1): FL ATTACHMENT Fastener Type SPACING Field: Perimeter: Corner: DETA:L & 2 Job Address: , ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 RuOF PLAN mEANHEiGHT 2 Deck type:[ 0 W * UNIFORM ROOFING PERMIT APPLICATION PROCESS No. z Underiayment:i "1 -,te .22.1 J L Insulation: 11" ROOT SLOTL D E T A I L 3 (Pmaxl: 7 /. " X (Aerodynanuc Multiplier): (Pmax2: PI' X X (Ac: odynami: Multiplier): (Pmax3: /o_ 11 X X (Acrody+wnic Multiplier): SLOPED SYSTEM DESCRIPTION Fastener type & apadng: •rrr E CAT I`iiWIDNS . 3•'f ) - M SI_ =1441:c./3, PCA: •ltf ) - Mg: • M 2 : �8 PCA: P. mg: S9 Mrr 10 PCA: _ Cap Sheet: Roof 1' Covering: Drip edge: Page -2 o/ '�/ j Zed �✓ s / ; q p l c , ild rra OAP 'OA. QC lii S/dE ATTACHMENTS REQUIRED ''4) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals M 1 Ahr! i- PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifctile LLC 135NW20St Boca Raton EL 33431 MIAMI -DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE vtETRO•DADE FLACLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2008 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SE=CTION (305) 375 - 2966 FAX (305) 375 - 3903 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Product Approval of: Atlantis Shake and Slate Flat ,Profile Tile and es of sl i under Chapter 8 �f the Code of Miami-Dade County ';oYe Altern by the Miami a completely described herein, has been recommended for accep County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shill nor be valid after the expiration date stated below. BCC Oity reserves control t r to secure this product or mater .al at anytime from. a jobsite or manufacturer's p 9 u If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves che e right to revoke evo ke this a o val if itl is determined BCCO that this product or material fails tom 9 Code. The expense of .such testing will be incurred by the manufacturer. Acceptance No._ 99- 1012.07 (Revises No.: 98- 0604.01) Expire :;:12 /I6/2002 THIS IS TEE COVERSHEET, SEE ADDITIONAL PAGES FOR SPEC WIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the B f ui ing Code and Code Review Committee to be used in Dade County, Florida under the conditions set Approved: 12/20/1999 Raul Rodriguez Chief Product Control Division ranciSco Quintana, Director Miami-Dade County of $ Building Code Compliance Office ; MONIER UFETILE 1. SCOPE This revises a roofing system using Monier Lifetile Atlantis Shake & 2 Slate this Noe Roof Tile, as manufactured Monier Lifetile >rLC described in Section 1994 Edition for Acceptance, designed to comply with the South Florida Building Code, i -Dade County. For the locations where the Pressure requir y calculations bn btin SFB SFBC Chapter 23, do not exceed the design p ressure values compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: Flat Profile Tile 2. PRODUCT DESCRIPTION (V� :tn_ of u red v A�pii�nt vtonier Lifet to Atlantis Shake and Slate Tile Trim Pieces 9,d uc :t Rainproof 11 Ice and \Maur Shield ACCEPTANCE No.: 99-101,3_,E A??ROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF AC PTAl'C'E,: 5 N MID � CONDI"X'ION Test product ecif'irations DeSCri li Dimensions �.-- -- 1 15" PA 112 Flat, interlocking, high pressure extruded w — 10 318" concrete shake and slate roof tile equipped 1 v +•' thick with two nail holes. For direct deck, mortar • or adhesive set applications PA 112 Accessory trim, concrete roof pieces fcr use at hips, rakes, ridges and valley terminations. Manufactured for each the profile. I — varies w = varies varying thickness 2 C or products manufactured by others Test Product Icr .?est tn an�Ct�t•cr Dimension 10.1..d .tins �. a— n 30" x 75' roll P A 1Q4 Single ply, nail-on Protect- O.1Vrap. 36" x 75' roll underlayment with 2" Inc. (with I cur n cnt vOA) self - adhering top or 60" x 75' roll edge. Self - adhering W.R. Grace Co. 36" x 75' roll PA 103 • �IOA) unde•t�L;�� `r. wt u. 2 ._r. —.... ..w ••Mt,ies tr. Frank Zuloaga, RRC Rooting, Product Control Examiner T el e. " A A n '7 A .. V V t es .r • "V , r71 1 et i T T i T r\ 05(51/00, 09:05 MED I TEERHNt_HN Ruur 1 i ACCEPTANCE No. : 99 _ ` __ )12,0 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 N � CE OF ACCE' . NCB: ST • DAR.1) CQ PITiONS Test Product Desch lion Ngahufacturer groduct S�lezif lions P i.iP Vey Wood Preservers Salt pressure treated genetic Battens Min. 1"x 4" institute LP — 2 or decay resistant Ho ' nt�i lumber battens Min. 1"x 4" for use with vertical battens or Min. 1 ":c 2" for use alone i _iO d T E LLC Tile Nails Tile Screws Roof Tile Mortar ( "TileTite ) Roof Tile Mortar ("Quikrete® Roof Tile Mortar #1140 ") Roof Tile M ( "BONSAI s� Roof Tile Mortar Nlix ") Roof Tile Adhesive ( "Polypro® AH 160 ") 10dx 3" 48x.2 'A" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread N/A N/A NIA N/A PA 114 Appendix E PA 11 Appendix E PAl23 PA 123 PA 123 See PCA 3 Corrosion resistant scr ew or smooth shank nails Corrosion resistant, coated, ; drive, ga lvanized, coarse thread wood screws Prepared mortar mix d far mortar set roof the applications. Prepared mortar mix designed for mortar set roof tile applications. prepared mortar mix designed for mortar set roof tile applications. generic generic Bermuda Roof C Inc, with current PCA Q uikrcte Construction Products with Current PCA W R. Bonsai Co. with current PCA foam Products Pol -two component Poly foam adhesive designed for adhesive set roof tile applications. Inc Frank Zuloaga, RRC Roofing Product Control Examiner C.JJ� Jl +' LI JJ JJ ►MONTERLIFETILE LLC Product Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 3. LIMITATIONS 1 "ICL1 IG�fSf11YC1 rsuur 1 1LG > .Ju,J fJOQ'4 '-t Test Dimensions Sjecitie ti rt Factory premixed See PCA canisters Clips PA 114 Min. `/_" width Appendix E Min. 0.060" thick Clip Fasteners Min. 8d x I 'A" Tile Profile Monier Lif Atlantis Shake & Slate Tile �. 4 ACCEPTANCE No. • 99 APPROVED EXPIRES TICE OF ACCEPT NCE STA DAS CO`DITIONS Product Description Single component polyurethane foam root tile adhesive Corrosion resistant clips with corrosion resistant nails. :December 30, 1999 :December 16, 2002 �� ;tnufitrturcr Flexible Products (with current NOA) Generic 3 1 Fire classification is not part of this acceptance. 32 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of p pale County d Certified L bor t' O to perform quarterly test in accordance shall be submitted to the Building e Code Compliance Office i o e apP l � cablc Roofing 3.4 Minimum underlayments sh Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlaytnent appbc �te under! yment m lled ial mar, s t roof slope unless stated otherwise y . published literature, 3.6 This acceptance is for wood deck applications, Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 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 & Slate Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roof Application Standard RAS 118, RAS 119, and 1tAS 120. 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers • X (ft') X. (ft') Direct Deck Application ran ulonga, RR Roofing Product Control Examiner v:+ U :Ub Til€' Profile Monier Lifetile Atlantis Shake & SIatE: Tile Monier Lifetil Atlantis ShaF;e & Slate Tile L I MONIER L IfETILE I, C Tile Profile MED I TERRRNERN ROOF TILE -> 305 7588484 Direct beck 6,0 Fastener Type Direct beck Direct Deck 5.9 L 5.8 Direct Deck (min 15/32" plywood) 2 -10d Ring Shank Nails 3 0.9 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) Tile Profile 31.9 Monier Lifei:iie Atlantis Shake & Slate Tile Adhesive 2 See manufactures compOrtent ap�val for installation requirements. Flexit?le Products Company TileBond Average weight per patty 13,9 grams. Polyfoarn Product, Inc. Average weight per patty 8 grams. 5 ACCEPTANCE No.: 99- 1012.07 APPROVED :December 30, 1999 EX.PII2.ES :December 16, 2002 NOTICE O C _ 'TANCE: STAND t,D . S 'DIT Table 2: Restoring Moments due to Gravity - M (ft -Ibf) 3 ":12" 4" :12" 5 " :12" 6 ":12" Direct Deck 5.6 'table 3: Attachment Resistance Expressed as a Moment - M (ft - lbf) for Nail -On Systems Direct Deck Battens (min. 19/32" plywood) 38.1 17.2 9.8 4 9 1 -10d Smooth or Screw 7.3 Shank Nail 2 - 10d Smooth or Screw 14,0 18,8 Shank Nails _ 1 #8 Strew 30.8 30.8 18 2 #8 Screw 51,7 51.7 24 4. —, 1 - 10 mo S oth or Screw 24.3 24 24 2 � Shank Nail (Field Clip) 1.10d Smooth or Screw 19.0 19,0 22.1 Shank Nail (Eave Clip) 35.5 35.5 31.9 2 - 10d Ring Shank Nails' 50,3 65.5 instaiiation with a 4" tile headlap and fastemers are located a min. of 2A" from head of tile. Table 4: Attachment Resistance Expressed as a Moment M, (ft -lbf) for Two Pa Adhesi te rank uloaga, RAC Roofing Product Control Ex.mincr 7 ":12" or greater __- DirectDeck 5.5 31.3' 7,4 34.8 32.2 1 48.3 Tile Application Minimum Attachment Resistance --1 r u:1;ur rrcL1 I GMrnlvr=n, MONIER LIFETILE C • ACCEPTANCE No.: 99- 1012.07 NQTICE OF ACCE,PTAI'•CE: STA — i�D {: Q . PITIONS Table 4A: Attachment Resistance Expressed as a Moment - M, (ft-lbf) _ for Single Patty Adhesive Set Sy stems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetil•: Atlantis Shake & Slate Tile Pof Pto r'' 1 t1.9' 5 Pol Prom ao.a acldy placement of 45 grams of PolyPro'r" Medium Faddy Ilerflent of 24 grams of PolyPrO . 'able 48 Attachment Resistance Expressed as a Moment - M,(ft-Ibf) for Mortar or Adhesive Set Systems Attachment Tile _ _ Tile Profile Application Resistance _ Monier I,ifet,le Atlantis Shake & Slate Tile Mortar Setk 39.0 5. LAB1"';LING All tit. >s shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. 13C LDING PERMIT REQUIREMENT'S 6.1 Application for building permit shall be accompanied by copies of the following. C).1.1 This Notice of Acceptance. ci.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 6 APPROVED EXPIRES :December 30, 1999 :December 16, 2002 f=rank Zuloaga, RRC Roofing Product Control Examiner I t L.Rt\r-IIIL.r-1r1 rsuur 1 L.0 ZIL13 C.DbtiL4ti4 N(O_NIER LIFETtLELV ACCEPTANCE No. : 99402.07 NOTICEOF PROFILE DRAWINGS wATEALoox' 9 4I ) 112." ..... ,mat. APPROVED :Decembcr30, 1999 EXPIRES :December 16, 2002 MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE 7 Frank Zuloaga, R.RC Ro,)fing Product Cont.rol Exurnincr l/126 (.;1717 U.7 /,)1 /UU U1:UV I "ItL 1 1 t: NFINtHN i UUf f 1 LE -, 305 7586464 MONIER LIFETILE LLC ACCEPTANCE No.: 99 101217 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NQT!CE OF ACCEPT6NCE: STANDARD CQNDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Miami - Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation, of this product and the product is not in compliance with the code changes. b. The product is no longer the saute product (identical) as the one originally approved. c. IF the Acceptance holder has not complied with all the requirements of this. acceptance. including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially Submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automt.tically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this Office. 5 Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, b Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami - Dade County, Florida, and follow.td by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available tor inspection at the job site at all time. The engineer need not reseal the copies. 8. Failur to comply with any section of this Acceptance shall be cause for termination and removal of Acc eptance. 9. This Notice of Acceptance consists of pages I through 7 and this last page 8. END OF THIS ACCEPTAN 8 Frank Zuloaga, RRC Roofing Product Control Examiner rjt_,,_, 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 F) 1 FIN. E.y 26 FA s .'1j 57 1775 P 76 2 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 -.4- 50 —f 75 100 THIS REPORT 5 Civil Engineer: Lab Certification # 98- 0608.04 ITTED BY: State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, 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 COMPLIANCE PROTOCOL PA 106 TEST RESULTS P = PASS, F = FAIL Date Installed: Project N2 000294 SITE SPECIFIC INFORMATION Owner's Name: Of \ Al l J s. R.. 1-i- y Permit #. X41 l 0 3 Job Address 6l 1 7.4.3s> k�' •1 tA tA1.4.l 's�� d . CG[4g �I�GV 13(424 Roofing Contractor: C-) 0 ` ' t Type of Tile: I '+ r fo.44. T Approximate Roof Height feet Roof Pitch 4 .. 1'Z Type of Access to Roof: Scaffolds ✓ Ladder Other Approximate Square Footage of Roof: - 5 O(:) ft' Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: «' /I . OP IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. NOTES' SKETCH OF ROOF 3& DATE t 11 {I �7 ■■ ■[�� ■II■r` 1 173'1 ■ ■^`% ••1t!111/7% Nmsranneoramimmom an ■ ■■►1111[J■ ■■1M11 r7 ■■\\ rrass�i mp L`: ■■■■isilm ■ ■e fra■ numm■■I■ ■.■ ■■■■yin tenommummumurAmrem r■t ■,■■I■ ■rr- mittimenswimmos ■■ ■ ■ ■Cn ES ■ ■LM■t • iIiiiIINhIPI ii.ii:i:i■ ■■ �■L.rammo■ irAdmwassemaionsamotrem 4' ■ ■■ /.!■■■■■Lid■\ 2 rig 'AN 1 ■ ■ ■ ■I' Iii ■ ■ ■ ■►' ' %\■ ■ ■ ■IU ■■ ■IG7�R ■�\ \ /'■1■ ■■■I1 ■ILM■% MINSJI■ ■ ■ ■1 /G 11•lli111•Ma ■ 4 o 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / 23 / 0000 Job Address 11300 NE 2nd Ave Mia Sh Tax Folio 11 -2136 -000 -0050 The SE 1/4 of the NE 1/4 of Sec 3• Tp .s i. 525 Range 41 E. as recorded in PB 145 Legal Di �} : Y No of Ll�c PuLli.. Rc.,.,r1s of Dadc Coun • � � . Owner/Lessee / Tenant Owner ' Fax v (hit der,siTy / Master Permit # 9 72 7 7 owner's Address 11300 NE 2nd Ave Miami Shores Fl, 33161 Ph oIIe 305- 899 -3791 Contracting co. SeaView Industries, Inc Address 3750 NW 46th St Miami, Fl 33142 Qualifier mP'C14 S C,1 C&LO WORK DESCRIPTION i�.�. c I thicr (n -I 3-oi) as to Owner : • ro Condo President Date My Commission Expires: FEES: PERMIT SMONICA ACEVEDO SOTO I , MY COMMISSION d CC 841281 'to?1\ EXPIRES: May 31, 2003 1-800$NOTARY Fla Notary Service & Boning Ca APPROVED: Zoning Building Mechanical State # op, i Municipal # Competency # Architect/Engineer 1(.062 I Ch, hone .j 6 33-- 6 - Ins. Co. Address ► t C 1 016-161 Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL Hurricane Storm Panels ROOFING PAVING FENCE SIGN Square Ft. 800 ' Estimated Cost (value) $5000 WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for FT.RCTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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 Furthermore, I authorize the above -named contractor to do the work stated. #'t A-f(-6 u. ct rh Vet t es ti- No : as to Contractor or Owner - Builder Date My Commission Expires: y Po* LEE C. PICKER : ral e, COMMISSION # CC774604 rin EXPIRES SEP 13,2002 d> , J ^` � .4 t BONDED THROUGH 4 0� M1®� ADVANTAGE NOTARY C.C.F. 5 NOTARY BOND 2 / TOTAL DUE 22p,"3' Electrical — zf -eta Date Plumbing Structural Engineer nub L U U NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO 11:-__24 3 6 • dd PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of F 4 Commencement. Z 1. Legal description of property and street address: E N 2. Description of improvement: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: $.n- ureof ' er Print Owner's Name r VA t Notary Public Print Notary's Name My Commission Expires WITPJESS my h HARVEY RLIVIN, C By STATE OF FLORIDA, COUNT OF DADE I HEREBY C 'FY that Ihis is a ong,hal b MY OOM 008410582 2OLjO AUG 23 13:35 P.a or 10 EXPIRES: May 31, 2003 1.O00.3NOTARY Fla Notary Sonia & Bonding Co. Pav 4-1-9 - g � 2 5 0 4c/ ST M i �r lt416s NS6A+ b r - , u,(l, w A-sucl ' Prepared by Sworn to and subscribed before me this J(o fl- day of ,%'j ✓St , 20_12.(c_. EVEDO SOTO 3 3 /z/4._ 5. Surety :(Payment bond required by owner from contractor, if any) Name and address: 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 u provided by Section 713.13(1)(a) Florida Statutes, Nano and address: 8. In addition to hlmselt, Owner desigrlates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name aril address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) 1 CbU L Address: "cll.-1) / din/ t (p 1/ CUSTOMER M MEAN ROOF HEIGHT: BUILDING WIDTH: O n /WC 14 Y ADDRESS: I O (\1 F ate PRODUCT: ' i 5 P CUSTOMER NAME LENGTH: 141INDOW HEIGHT ABOVE GRADE • ■rrrrarrrrurrrrrrr ■rIIIrrrr Irrrrf '°IlIMrICHI IrrIMM _rrr�IMIFA C,FEMRr rrrI■rrrrrrr�lrrrIIirrrrrrrrrIIr rrrr■ rrrrrrrrrrrrrrrrrrr1r rrrerrr •rrrrrrrrrrrrrrrrrr■ .. rrr�rr rrrrrrrrrrrrrrrr ! i 11111111111•1111111.11111111111111111111111111111111111111111111111111161 IIIIIIIIIIIIIIIIIINIIIIMIMIIIIIIIIIIIIIMIIIIMIIIIIHIIIIIIIINIIIIIIBIII rrrrrrr ■rrrrrrrrrrrrrrrEE rrrrrrr rr rrrrrrr 11111111$1111 rrr�'ur M1r mums rrrrr i t ?, �: i , !: 1111111111M. MINI 1 it4 rrr i E /4,04). 1,; x .�. I 5 . 1 i { i of 91 i _ i _. TOE r i 1 .03 i f311 MR 151 1 i r 111111111111111111111 1 IIICEMBIMIIIINNIII rr 11111111110111 rrrrrrr n■ ■ rrrr r EMI= rrr■ rrrr r�rrrr 11111111111111111111111.11111111111111111111111111111111 ■ rrrri1 �r .r■ ■rrnrrrrrr rrrrr 11M11111111111111111111111111111111111111111111111111111111111111111111 11111111110111111111111111111111111111111111111111111 MI rrrrIIIIOI _UWIIIIrrrrrrr IIIIII 11111111111111 ■1111111 111 .i'' on111111111111111111111111 _ rrrir laic 41, ;4rr PEAK ROOF HEIGHT: / 10 2 11' I SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Attn: Building Official: We are Dade County Notice of Acceptance Holder for the 20 Gage Galvanized Steel Storm Panel under number 99- 0208.01. This letter authorizes VI-a/ 3 lild.U4 to use our 20 Gage Galvanized Steel Storm Panels at the following job: t ►0 106_ a, Qua. Sincerely, Kevin P. Kennedy President fA+ anfic Shuffers$ In4 1111111111 111 111 Ili 11111111 Hurricane Shutters Storm Panels Accordions Roll -ups 15421 West Dixie Highway, Bay 23 • N. Miami Beach, FL 33162 (305) 945 -7277 • Fax: (305) 945 -1131 No. a f MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Duxue Hwy. Bay 23 N. Miami Beach FL 33162 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Approval of: PRODUCT CONTROL DIVISION Your application for Product A lip (305) 375 -2902 FAX (305) 372 -6339 20 Ga. Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO,reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0208.01 Expires:11 /09/2001 Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/04/1999 Internet mail address: postmaster @buildingcodeonline.com 4 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Iiomepage: http : / /www.buildingcodeonline.com Atlantic Shutters, Inc. ACCEPTANCE No.: 99- 0208.01 • 2of3 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel. storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -312, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 16, 1998, sheets 1 through 9 of 9, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. MAR 0 4 1999 • 11/09/2001 Helmy A. akar, P. E. - Product Control Examiner Product Control Division Atlantic Shutters, Inc. ACCEPTANCE No.: 99- 0208.01 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. EXPIRES 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 o 3 APPROVED : MAR 0 it 1999 11/09/2001 Helmy A.`iGlakar, P.E. - Product Control Examiner Product Control Division mow ROOF HDGNT (b) NON COASTAL ZONES OdISTK ZONES URGE ZONE (ZONE 7) END ZONE (ZONE 6) WERE? ZONE (TONE 5) EDGE ZONE (ZONE 7) BID ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) >60=75' 116.5 66.6 57.2 1311 • 114.1 75.1. 770 -so' 121.2 90.3 59.5 156.8 116.9 77.0 ,410 =90' 125.8 93.8 67.8 1604 119.7 7118 >90 129.6 96.6 616 164.4 122.5 60.7 > 100 - 120' 136.2 101.5 16.9 170.0 126.7 83.4 7120-140' 142.8 106.5 70.1 175.6 1309 852 > 140 -160' 748.4 110.6 72.9 180.3 134.3 865 )l60-180 ' 1511 114.1 75.1 785.0 137.9 80.8 >l80-2G0 ' 157.8 117.6 77.5 169.0 140.7 92.7 )200 168.7 125.3 62.5 1972 147.0 91.8 >259=300' 176.6 131.6 86.7 2097 152.6 760,5 7300' -3#0 165.0 137.9 998 211.3 157.5 1017 >,TSO' -480• 192.5 143.5 94.5 216.9 181.3 106.7 >400L450' 1998 148.9 991 211.6 165.2 1098 ' 7450'- 500' 204.7 152.6 100.5 226.3 16617 111.1 MEAN ROOF wow (A) COASTAL 8. NON COASTAL ZONES (TRIBUTARY AREA . 10 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA . 20 n2.) COASTAL & NON warm. ZONES (TRIBUTARY AREA . 30 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA = 40 FIR) CQ4STN. & 6077 COASTAL ZONES (1RWUT RY AREA - 50 FTZ.) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) QV0 ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTER 706E (ZONE 4) ow ZONE (ZONE 5) M/TER/0R ZONE (ZONE 4) DO ZONE (ZONE 5) MINN ZONE (ZONE 4) 0' -15' 61.5 47.8 57.7 45.8 55.5 444 513 4.3.9 51.1 42.9 >15-20' 66.9 52.0 62.7 494 60.4 48.8 58.0 4Z7 55.6 48.7 3.20 71.5 - 55.6 67.0 512 64.5 52.1 62.0 51.0 59.4 49.9 j>ZS =30' 753 --J 556 - 70.7 58.1 68.0 54.9 65.3 5.34 628 52.8 7.30 814 83.4 76.4 / 80.7 73.5 59.4 70.8 58.1 1 67.7 569 >40=50" 88.8 674 81.5 84.7 78 613 75 62.0 72.2 I 60.6 750' -60' 91.4 71.1 83.8 68.1 82.5 66.7 79.3 65.5 76.0 ■ 63.8 BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) MEAN ROOF HEIGHT EQUAL OR LESS THAN 80 FEET APARTMENT BUILDINGS, RESIDENTIAL HOMES & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (0) FOR BU/LORIG 7$7711 MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET : FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.00 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 70 OBTAIN MAXIMUM POSt11VE PRESSURES. (b) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 70 OBTAIN MAXIMUM P051T1VE PRESSURES FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 70 OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POSITIVE PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.&F.) Mm ROOF HEIGHT GREATER THAN 80 FEET APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) I IL EC o Inc. 11x117 1U7 172171IN t maatIM/1M0 001/MNV MI Alt Mill, SY NZ MOM MODEL FUNDS MIS . R IIe. /( 4 0 8 7 E • TRIBUTARY AREA : WINDOW 0 I DOOR OR SHUTTER AREA ( AS APPLICABLE EXCEPT THAT FOR FREE STANDING STERN PANE25 64T) PANEL SPAN (Mt) x PANES SPAN (R) ACE 7 -81/93 BASIC WIND SPEED = 110 m.p.h. - 1111111K"_.3i - R • NOTES : PROFESSIONAL EAR'S w nLME AND SEAL BNDIGTED ON THIS DRAWING ARE ONLY APPLICABLE TO GENERIC 77W LOAD CHARTS BASED ON AS CE 7 -88/93 58011074 6. RECURS FORA FAS7EST WIND SPEED OF 110 m.p.h. * 1.05 1IPORTMCE FACTGR SPECLF7C WIND LGADs MARRED OR HIGH LIGHTED ON THE GEWERX MART BY THE CONTRACTOR FOR AN SPECIFIC .1D8, AT THE TIME FOR APPLYING FOR A FERNY,, AND DETERMINED 84SED ON AN SPECIFIC MEAN ROOF IEWGH1; WIND VIPOSUK AS WELL AS EDGE: ETNA 0R 167817OR ZONE; HAVE' NOT BEEN ANALYZED BY TH15 ENGINEER NOR THEY ARE BONG CERTIFIED BY THIS ENGINEER SHOULD THIS CONDITION NOT THE ACCEPTABLE P THE BUILDING OFFICIAL. THEN 11175 SIGNED AND SEALED GENERIC WIND CHART SHALL. NOT BE USED 70 OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND LOADS ARE REQUIRED TO BE 04171(7ED BY A PROFESSIONAL ON 04. WIND LOAD SCHEDULES DADE COUNTY AS SHAW 9/17/14! AIM 1111111111110 AY /W 1 W 1 O O 75t 2.750" r 2.00" I F ® °h° HEADER -= 2.016" 1. 0 N O N N — 1 SCALE : 3" e•.1 0" PRODUCT MARKING ,— PRODUCT MARKING LOCATION i / (OPTIONAL LOCATION) 1.1701 12.00" COVERAGE 13.50" FULL PANEL k2.00 " - ® ° U° HEADER 1 2.016" •..400" LSTORM PANEL SCALE : 3" = 1'- 0" I 185" DI 122" (TYP 66" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE 1 & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ". USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE 111 & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95-007, No. 95-025,95-006 AND 96 -0068. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES: 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. =07'666" HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE SC : 3" = 1'- 0" SCALE : 3" = 1'- 0" 2.00" 2.016" 75; 6.00" COVERAGE __HALF PANEL IJ • • LA; N ' N • . 20" TYP. VARIES: 5.25" MAX. SCALE- 3' - = r 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 010 .. fi STUDDED ANGLE SCALE _3" = 1'- 0" • • (ZAMAC 3 ALLOY) ® WASHERED WINGNUT — SCALE : HALF SIZE ___ FAS' @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. TOP MOUNT — `(PERP. 1— S a Z O J W v Q Cr CL X OVERLAP FASTENERS TYP. (SEE NOTE # 6) ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2 ' x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED TYP) TO PANEL SPAN) SECTION - / X > Z o e o 00 BOTTOM (TYP) L OVERLAP FASTENERS (SEE PLAN VIEW &._NOTE 6) TYPICAL ELEVATION TYPE 1 WIDTH UNLIMITED I (PERP. TO PANEL SPAN TOP MOUNT SECTION 110 TYPICAL ELEVATION- TYPE III (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1 "x2 "x.125" MIN. TO 2" x 5" x .125" MAX. SECTION A SCALE: 1 -1/2" = TOP MOUNT OR DIRECT MOUNT 4(PERP. TO PANEL SPAN BOTTOM MOUNT J Q Q W - Z W • N CC j-- • 2 r° tD W10 • J J V Z I— Q CC j . — BOTTOM o ea' MOUNT OR MOUNT E A-- DIRECT MOUNT 6" r YP) -- OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED WIDTH UNLIMITED (PERP. TO PANEL SPAN)- e SECTION A J W Z 0. X ' 12' y L (TYP BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV TOP MOUNT OR DIRECT MOUNT FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. O.. 1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH 'THE SOUTH FLORIDA :UILDING CODE DAT BY PRODUCT CO 'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. [ -0 t0 t •r) I 0 0 a) L v I; — WARM 0 a i a. V .J. { was PL L PE tos u 1 design by VJS soda drawn by 1 AS HOMO )t Mc chocked by) vm J drawing no. 98 -312 shoat 1 of 9 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED.;BASED ON TYPE OF STRUCTURE n— FINISH MATERIAL STUCCO, AND /OR PLYWOOD / — FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 2" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR GLASS OR DOOR 0 SEE MIN. STORM' PANEL SEPARATION FR • M GLASS SCHED. (TABLE 2) 0 CONT. (TYP. TOP & BOTTOM CONT. ti EXISTING CONCRETE, ; // HOLLOW BLOCK OR v . EMBED I WOOD FRAMING. SEE N ANCHOR SCHED. BASED ✓a te' _: ON TYPE OF STRUCTURE--.t- /la FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'T`YPE 4" WALL MOUNT SECTION SCALE : 3" = 1' -0" - SCALE : 3" = 1' -0 " -- - FINISH MATERIAL STUCCO, AND - /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4" a:. 1/4 -20 MACHINE BOLT & NUT @12 "0.C. tsl 1/4 -20 MACHINE BOLT & NUT @ 6" O.C. FASTENER. SEE ANCHOR ONECTION " E TYPE 4" 1- H W W S H 1/4" MAX. 2 J — J W 2 CL X E • 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & II AND @12 "O.C. FOR TYPE III & ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL 1/4" MAX. I . 11 l7 2 J J W z X E GLASS OR DOOR x SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A /1) (MAX. DESIGN LOAD = 1 00 P.S.F. BUII -D OUT SECTION SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) IV 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE'1 & 11 AND @12 "O.C. FOR TYPE III &IV FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4" WOOD FRAMING NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING/INSIDE O MOUNT SECTION B SCALE : 3" = 1' -0" PLYWOOD AND STUCCO FINISH- / SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS • OR DOOR FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION'TYPE3" EXISTING CONCRETE, HOLLOW BLOCK OR ' EQ. WOOD FRAMING. SEE 4 J ANCHOR SCHED. BASED *- ON TYPE OF STRUCTURE —' PLYWOOD AND J- STUCCO FINISH EXISTING STUCCO SEE MIN. STORM FINISH (TYP.) PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE —USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE I S. II AND @ 12" O: .MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) /4" MA ()CONT. GLASS OR DOOR ©CONT. WOOD FRAMING (TYP.) ANGLE TO WALL DETAIL e E WALL MOUNT SECTION SCALE : 3" = 1' -0" r FASTENER. SEE ANCHOR SCHEDULE, \ REF. CONNECTION "TYPE 3" FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3" CEILING/MI MOUNT CTS SCALE : 3" = 1' -0" 0 m E w 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE 1 & 1I AND @ 12" O.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL r 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I &II AND @12" O.C. FOR TYPE III & IV APPROVED AS COMPLYING WITH THE SOUTH F1,ORIDA BUILDING CODE DAT R k 1 BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, - 0101 -P1 I I i j DUI to e a8 i U I Iw i 0 0 0 0 on • P ae" o 'a O N o o LL 2 O • In cc a . to co x J cc a ~ fit � W drawing no. FL Li -- se No PE 9 - • 983 98 -312 .neat 2 of °1 u i0W 3 1. E ; I 0 2 1%° I i An C I rgi 0, Z I NS ca SIMMENEMD e a A 4 I 2 VJ. KlEZEVICH PROFES 3 1999 9!/16/8$ betty (d. stpn v VJK byj SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 1/4 -20 S.S. BOLT & WINGNUT @ 12" O.C. PLYWOOD AND STUCCO FINISH 2" x 6" P.T. WOOD BLOCKING MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE © CORNER DETAIL SCALE : 3" = 1' -0" (MAX. DESIGN LOAD t 72 PSF) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O WALL MOUNT SECTION (BOTTOM) F SCALE : 3" = 1' -0" ®CONT. '–FOR WOOD BLOCKING USE 1/4"0 5.5. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 12" O.C. TWO 1/4 "4 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS STORM PANEL. ... STORM PANEL --- CJs -- THREE 1/4 "40 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. CO 24" O.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES • GLASS SEE MIN. STORM OR DOOR PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) ©CONT. — 1/4 -20 MACHINE \ 1/4 -20 MACHINE BOLT BOLT & NUT & WINGNUT @ 6" 0.9 @ 12" O.C. FOR TYPE 1 & 11 O5 CONT. (TYP. AND @ 12" O.C. FOR „ _ OP & BOTTOM TYPE III & IV .' / gM B E SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) O ! SOFFIT CONNECTION DETAIL ° SCALE : 3" = 1' -0" "– EXISTING CONCRETE, I SEE HOLLOW BLOCK OR PAN WOOD FRAMING. SEE FRO ANCHOR SCHED. BASED (TA ON TYPE OF STRUCTURE x SIDE CLOSURE REQ'D. (SEE PLAN VIEW - SEC. A / 1) GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O G ALT. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" (MAX. DESIGN LOAD s 72 PSF) WOOD ROOF TRUSS OR FRAMING MEMBER T� #14 SMS BETWEEN TRUSSES CO 12" O.C. d , FINISH MATERIAL STUCCO, , AND /OR PLYWOOD ' 1/4" MAX. %N EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE I & II AND @ 12" O.C. MAX. FOR TYPE 111 & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE-7 FINISH MATERIAL STUCCO, AND /OR PLYWOOD 1/4 -20 MACHINE BOLT / EMBED WINGNUT @ 6" O.C. L FASTENER. SEE FOR TYPE 1 & 11 AND ANCHOR SCHEDULE @ 12" O.0 FOR TYPE III & IV t REF. CONNECTION "TYPE 4" FINISH MATERIAL STUCCO AND /OR PLYWOOD MIN. STORM i'' EL SEPARATION r ib il M GLASS SCHED. BLE 2) ANGLE BUILD -OUT SCALE : 3" = 1' -0" ® DIRECT MOUNT DETAIL SCALE : 3" = 1' -0" ,—FINISH MATERIAL STUCCO, / AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 4' r — 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. 1/4" MAX. A I J IL____, SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) , J 4 w . Z a n X Q � X Z w J AP VED AS COMPLYING WITH DIE SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD 3 72 PSF BY PRODUCT , OL DIVIS-ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO..9 - O /0% -OI Cluj lUict 1 J ft � 0 `w W � N cn m c 0 14 i I 'I 9 (I design by V.111 leh.died by] VA( drawing no. 98 -312 oboe 3 of 9 1 -1/2" EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR I SEE MIN. STORM l PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION (lo 12" O.C. 2" x 2" x .093" STUDDED ANGLE 5" TO 10" PLYWOOD 8; STUCCO FINISH Q ANGLE BUILD —OUT SCALE + 3" m 1' -0" r - 1/2 -13 MACHINE / SCREW NUT r 1/2 "0 POWERS RAWL i CALK -IN ® 12" O.C. W/ 1/2 -13 MACHINE SCREW 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" 0 THRU BOLT TO HEADER (a1 12" O.C. %1/2" (MAX. DESIGN LOAD x 72 PSF) O POCKET DOOR DETAIL L ' SCALE : 3" = 1' -0" w -J 1- w FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION `TYPE 4" EXISTING CONCRETE, 2" x 3" x 1/8" OR 2" x HOLLOW BLOCK OR 5" x 1/8" CONT. ANGLE WOOD FRAMING. SEE 6063 -T6 ALUM. (TYP. TOP ANCHOR SCHED. BASED & BOTTOM) ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1/4" MAX. J G W . z m < X 1- < � F z I EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 2"x2"x.093" ALUM. STUDDED ANGLE (MAX. DESFGN LOAD s 72 PSF) HEADER MOUNT DETAIL SCALE : 3" = 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD = 72 PSF) © PASS THRU' DETAIL SCALE : 3" =1 FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO -1/4 "0 THRU BOLTS 2" x 3" x 1/4" x 0' -8" 1" x 3" 6063 -T6 ALUM. ANGLE 2" x 3" THREE 5/16 "0 POWERS RAWL CALK -IN (a"1 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK Wi.3 -3/4" MIN. EDGE D1ST. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) J w z < < E SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 2 "x2 "x.093" STUDDED ANGLE MAX. 1/8" TILE FINISH MATERIAL i 2" x 4" x 1/8" CONT.� 314" PLYWOOD ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN [1n 5" I s 1/2 "0 THRU BOLT 12" O.C. 1/4 "O POWERS RAWL CALK-IN 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW 0 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE BEAM SCHEDULE DESCRIPTION 2" x 5" Tw = .125" Tf = .125" PANEL LENGTH 5' -0" 8' -0" BEAM SPAN 9' -5 8' -1" rA, Vf / Ci FINISH MATERIAL, STUCCO AND /OR PLYWOOD O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW , til'� _ — 0 12" O.C. W/ 1 -1/2" MIN, EMB. ' / '� IN W000. WOOD SHALL BE OF SPECIFIC 1/1 GRAVITY G OF 0.55 OR GREATER v '' 2" x 5" x 1/8" CONT. EXISTING CONCRETE ANGLE 6061 -T6 ALUM. W/ OR HOLLOW BLOCK SEE ANCHOR STUD (D 12" O.C. ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD ± 72 PSF) EDGE MOUNT DETAIL SCALE : 3" = 1' -0" x .055" 6063 -T6 ALUM. TUBE Q � in! HEADER MOUNT DETAIL O SCALE : 3" = 1' -0" 5/16" 0 POWERS RAWL CALK -IN (al 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ��h e- d BY il) .r -! / PRODUCT CO C OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q Ct -02 08 FASTENER. SEE REF H CONNECT L CONNECTION 2" 1/4" MAX. m O U : 3 : • on Ii � a II- - ro 1 i W N ID G ¢ 1 W in I, 0 a. a 0 ! Ina® g J N 4 =p > + • r 11 Q .Uz man. is O to W I E y iI • 4 o t 10 u1 iII ; 1 11 NZ t 00 WOO 4 U gal 44 Z % O CD A II a 0 a 1_ z W u 0 w a x . u N W X 0' ~ CI } al c 0 1. 0 21 1 vJ. PROs FL Lic PE 00 (drawn by l MC wf As N07eD da by ll ebaebad y j WK v xc b J drawing no. 98 -312 ahtaf 1. of 9 'DIST. miumniii 1 2" MIN. 1 III TRAP MOUNT DETAIL O SCALE : 3" = 1' -0" 12 17 98 15:37 FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'1'YPE 3° 1/4 " -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & 11 AND @ 12" O.C. FOR TYPE III & IV "-2 "x5 " MAX. x.093" STUDDED ANGLE FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION 'TYPE 1'- J W Z 4 X E 11" x 2" I 2" x 2" .055" 6063 -T6 ALUM. TUBE m E EXISTING CONCRETE OR HOLLOW BLOCK. SEE i ON Y E OF TRUCTURE � / FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION °TYPE 3" 1/4 " -20 STUD & WINGNUT, PANEL PANEL TO ANGLE CONNECTION (a 6" 2" x 5" MAX. x .093" / STUDDED ANGLE O ALT. TRAP MOUNT DETAIL SCALE : 3" =1 2" x 2" x .093" STUDDED ANGLE 1/4 "G MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM' OF PANEL. • O 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" W Wild — 0 Z ; 1 VIA < W a;X05 QIZp– W �i J --U 2" x 2" x .093" STUDDED ANGLE 1/4 " -20 STUD & WING NUT @ 6" O.C. FOR TYPE 1 & 11 AND @ 12" O.C. FOR TYPE III & IV THREE 5/16 "0 POWERS RAWL CALK -IN (d) 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. FINISH MATERIAL STUCCO, AND /OR PLYWOOD NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX.DESIGN LOAD t 72 PSFI ® STORM PANEL SUPPORT BEAM SCALE : 3" =1-0" 1/4"0 THRU BOLT © 12" O.C. ANGLE TO ANGLE CONNECTION 2" x 3" 2 " x 1/8" 2" x 5" 6063 -T6 ANGLE 2" x 2 "x .093" STUDDED ANGLE-\ ANCHOR SCHEDULE, REF. CONNECTION "TYPE 3' - --� 2" MIN. FASTENER. SEE EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SCALE : 3" =1 #12 SMS @ 12" O.C. —ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 2 "x3 "x1 /4 " 0' -8" 6063 -T6 ALUM. ANGLE \-TWO -1/4 "0 THRU BOLTS ALT. LEG DIRECTION STORM PANEL BUILD -OUT -J Z .4 X T C q 1– z Z W J BEAM SCHEDULE DESCRIPTION 2" x 5" Tw = .125" Tf = .125" PANEL LENGTH 5' -0" 8 -0" BEAM SPAN 9 . -5 .. 8 -1" 0 2\ 1/4 " -20 STUD & WING NUT (al 6" O.C. FOR TYPE 1 & II 1 AND @ 12" O.C. FOR TYPE III & IV ® NON- STRUCTURAL 2" x 2" x .093" EDGE DIST. STUD ANGLE NOTE: THIS DETAIL MAY BE USED AAT3pRovED AS COMPLYING Vi 11 T N TRF TOP OR BOTTOM OF PANEL. SOUTH FLORIDA BUILDING CODE DA M 1 BY PRODUCT CO : ` ' OL DIVISION BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO _t � � D? 0 .01 de o u Ze 0 010%, M 0 o u o LL W vi 4 - in 6 Z IH Z LL Cu > 1! it P W F Q u 0 Q 4 u u W N W Z 0 a f S CC 0. 0 u P ia Q N Z 2// iii a -' :12 • Z Zi'l W IN a a I I i ® 1 a g1 I V.J.1018ZEVICII PRaflssroNAL i FL Lice Nos PE 83 1999 tZ/1•H• drawn by As NOTED,( Nt Ideolgn by Ileheeked byl VAC VAC drawing no. 98 -312 :Peet 5 of 9 NEGATIVE DESIGN LOAD W (PSF) TYPE 1 TYPE II TYPE III TYPE IV "U" & "H" HEADERS WITH STUD SILLS @ 6" 0.C. OR "F" TRACK WITH BOLTS @ 6" 0.C. FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" O.C. & DIRECT MOUNTS W/ ANCHORS @ 6" O.C. (TOP & BOTTOM) "U" & "H" HEADERS WITH STUD SILLS @ 12" O.C. OR "F" TRACK WITH BOLTS @ 12" 0.C. FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 12" O.C. & DIRECT MOUNTS W/ ANCHORS @ 12" O.C. MAX. (TOP & BOTTOM) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. r (FT -IN) L MAX. (FT -IN) ® 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 • 9 -4 70.0 8 -8 9 -5 __ -- 8- - --8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 - 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6 - 8 7 - 6 . 5 - 10 6 - 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 � 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 150.0 4 -10 - 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 -10 5 -3 3 -5 5 -3 200.0 3 -8 4 -11 3 -. 4 -11 210.0 3 -6 4 -9 3 -1 4 -9 220.0 3 -4 '4 -6 .2 -11 4 -6 230.0 3 -2 4 -4 2 -9 4 -4 POSITIVE DESIGN LOAD ( W ) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 2 -5/8 40.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 50.0 5 - 0 2-3/4 1 -1/8 7•- 4 2 -3/4 1 -1/2 11 -2 3 3 60.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 -8 3 3 -1----------5" _70.0 =-0 - 1 -1/4 - 2=5/8 _ 7 - 4 2 -5/8 1 -5/8 10 -3 3 3 80.0 5 - 0 2 -5/8 1 -1/8 7•- 4. 2 -5/8 1 -5/8 9 -11 3 3 90.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 - 7 3 3 100.0 7 - 4 2 -5/8 1 -7/8 9 -1 3 3 110.0 4 -0 - -1/= 7 - 4 2 -5/8 1 -1/2 8 -8 3 3 120.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER - TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. . 4. * = FOR TYPE I & II - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. s = FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PRODUCT CO < sL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 4 1 c t - 0 OR -0 !v z 0 6 . 114 lag Eft oujI I i /PO 14 Licri.i' ical._ E „, 4 , 14 1 .0 1‹...1 z I ° W N 0 ___, 4 4 la a • O 0 w • e ' m m r 4 � O • o ▪ W N • O N a IX LC W • c m E ▪ J E U. • om W r > N Q o a- m 0 zIn Y o E E s 4. g 1 drawing no. 98 -312 *hoof 6 of 9 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 eMI [111111111N111111111111111r 1/4 ". WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -7/8 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 7/16 ". BRASS WOOD BUSHING W/ 5/8- EMBED. AND 3/4" MIN. EDGE DISTANCE 62.0 7 2.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 7 2.0 92.0 200.0 12 12 12 . 12 12 12 12 12 12 12 12 12 12 12 12 12 12 9 SPANS UP TO 5' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 1 1 NIMIW111111111141111111111 I 1/4 ". WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 1 12 12 12 9 7 12 12 12 9 12 12 12 9 5 12 12 10 12 6 12 12 7 4 12 12 10 8 12 8 9 6 4 12 12 12 11 8 12 9 8 6 4. 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 9 MIN. 3/4" EDGE DISTANCE 12 1 12 12 1 12 12112 12112 12112 11' 12 12 1 12 12 1 12 12112 11112 12112 12112 12 1 12 12 12 12 12 12 12 11 12110 12 1 9 5 1 9 SPANS UP TO 8' -6" (SEE NOTE 1) CONNECTION TYPE 2 3 4 5 1 12 12 12 12 12 12 5 6 5 6 12 7 5 4 4 5 4 12 12 8 9 6 8 4 / 4 12 12 12 12 11 12 12 11 12 12 12 12 12 12 ' 12 12 12 12 12 11 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 10 6 9 5. 9 5 9 SPANS UP TO 12' - 0" (SEE NOTE 1) CONNECTION TYPE 2 6 5 5 5 5 5 3 6 6 6 6 7 12 12 6 6 6 4 9 8 5 7 3 5 12 12 12 12 12 10 11 11 9 6 3 7/. 8 5 4 4 4 9 4 5 12 12 12 11 12 11 12 11 12 11 12 12 12 11 12 11 12 11 12 11 12 12 12 12 12 12 12 12 12 12 10 8 9 5 5 5 9 9 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH ORID4 BUILDING CODE DA ERG . _ 19 BY PRODUCT CO '' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. e rt- 0 c 0 TO 9 0 a. 2 , vJ, PROFES FL Lic PE 0 design by 1 VAC [drown by I M1 (chocked byj VAC drawing no. 98 -312 shoot .1 of 9 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS V O 8 ANCHOR TYPE .10111111111111111\111%11111111\1W. 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3.100 P.S.L CONCRETE) * t 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,000 P.SJ. CONCRETE) IV in 1/4 "0 POWERS RAWL CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.SJ. CONCRETE) 1/4 "0 POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3,000 P.S.I.00NCRETE) 1/4 "0 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1 -1/8" MIN. EMBED. (MIN. 2.100 PAL CONCRETE) 1/4 "0 POWERS RAWL DROP -IN & 1/4 -20 SIDEWALK BOLT (3/4 "0 HEAD) W/ EDMENT (MIN. 2.000 PSI PSI 1 -1/4" MIN. EMBEDMENT CONCRETE) LOAD (W) PSF MAX. (SEE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 MIN. 2• EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4 5 12 12 12 12 11 11 11 11 11 12 12 12 11 12 12 12 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 9 •5 12 12 8 4 12 12 12 9 5 12 11 4 12 12 10 6 3 12 12 12 8 12 10 9 7 5 12 9 8 6 12 12 12 7 11 9 7 6 12 11 9 7 12 12 12 9 12 12 12 12 12 10 12 12 12 12 12 12 12 12 12 12 12 12 • 12 12 12 12 12 12 12 12 12 12 6 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 SPANS UP TO 8' -6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 •4 5 12 12 11 11 11 12 12 10 10 10 12 12 12 12 12 12 11 9 9 9 12 12 12 12 12 12 12 12 12 6 4 3 ;3 3 3 ji 12 7 5 5 5 5 3 i 7 4 3 3 11 7 5 5 7 6 5 5 5 5 4 4 4 10 8 7 7 6 5 4 4 4 8 6 5 5 10 8 12 12 11 11 11 12 12 10 10 10 12 12 12 12 12 12 11 9 9 12 12 12 12 12 12 12 12 12 12 12 7 6 11 11 11 11 12 11 12 12 -12 7 12 10 10 5 10 • 5 10 12 12 12 11 11 12 11 5 5 12 12 8 7 12 12 12 10 SPANS UP TO 12' -0" (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4 5 12 12 12 12 12 12 10 9 9 9 12 12 12 12 12 12 12 12 12 3 3 3 3 3 5 5 4 3 3 3 6 5 5 5 12 5 6 12 10 12 5 6 -12 10 12 5 5 5 5 5 4 4 4 7 7 7 4 4 4 4 6 5 5 5 7 6 6 6 12 11 10 10 10 10 12 12 12 12 12 10 9 9 9 12 12 12 12, 12 12 12 12 • 12 9 6 6 6 6 5 5 5 12 11 11 11 11 5 5 5 11 7 7 12 10 10 10 MIN. 3• EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 11 6 3 12 12 8 4 12 12 12 12 12 12 9 5 12 12 12 7 4 12 12 12 11 12 12 12 10 7 12 11 9 7 12 12 12 12 11 12 12 11 9 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 6 12 12 12 12 12 12 12 12 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 5 12 12 12 12 12 12 12 10 10 10 12 12 12 12 12 12 12 12 11 11 12 12 12 12 12 12 12 12 12 8 5 4 3 12 9 7 4 3 3 6 4 4 12 8 6 6 12 9 8 7 7 6 5 5 12 12 12 11 11 10 8 6 6 12 10 9 8 8 12 12 11 11 12 12 12 12 12 12 12 10 10 10 12 12 12 12 12 12 12 12 11 '11 12 12 12 12 12 12 12 12 12 12 12 9 7 7 12 12 6 5 12 12 12 12 12 12 12 7 6 6 12 12 10 9 12 12 12 12 SPANS UP TO (SEE NOTE 1) 1 CONNECTION TYPE 5 12 12 12 12 12 11 10 10 10 12 12 12 12 12 12 11 11 11 11 6 12 10 12 6 11 12 12 12 6 11 12 12 12 3 3 3 3 • 12 7 7 7 3 3 3 3 12 4 12 4 12 4 12 4 12 7 12 6 12 12 6 7 7 7 6 5 5 5 12 11 11 11 11 7 6 6 6 8 8 8 12 11 11 11 12 12 12 12 11 10 10 10 10 12 12 12 12 12 12 11 11 11 11 12 12 12 12 12 12 12 12 12 11 7 7 7 7 5 5 5 12 12 12 12 12 6 6 6 12 9 9 9 12 12 12 12 11 12 12 9. ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MINA WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 5=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORIo• BUILDING CODE BY AF BUILDING CODE COMPUARCE OFFICE ACCEPTANCE NO. 11 I m tz <0 te ze es o cr 0 . 0 en Sr i 0 P ven Li • 2 AS NOTED PROFESSK1NAL 1 , FL Lic on o f (design by 1 VAt [drawn by 1 [checked by] VAC J drawing no. 98-312 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS z2 f�A 6 8 ' ANCHOR TYPE ■ 11 \1\ltit11111111111111111111111► 1/4 "0 ITW TAPCON W/ 1-1/4" MIN. EMBEDMENT I •�li ,, . l .h 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 1/4 "0 POWERS RAWL CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 "0 POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1/4"O ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1 -1/8" MIN. EMBED. L_ i1tl11111U1\111\11171111'1 " SCREW RODj,. 1/4 -20 ITW EPCON EPDXY ANCHOR W/ S.S. MACHINE SCREW W/ 2" MIN. EMBED. LOAD (W) PSF MAX. (SEE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 MIN. 2• EDGE DISTANCE SPANS UP TO (SEE NOTE 0„ 1) CONNECTION TYPE 1 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION TYPE 1 2 3 4 CONNECTION TYPE 1 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 m ®Om®018100M 0N©131©mmmmm m0© ®m0NI©EI0 DU 10 10 13N1313 U %/JEIIM© mCIDEI®EIBEEIDEM�� © 13/00nnu ©0a0A ©13® 10 1313 10 10 m13©13mm /513130 ®13m®0DOm ®III0® X10® ®m ®m®L'I0 ®m©ElmU mDUm®m013m®' 10 MEI 10 ©mm13mm 10 Ern 10 © moomi® 10 ( 10 m 10 013 10 00131300 10 N0 10 m' 10 min ,0 00000 10 7/%13 10 © 10 %//13 10 © 10 13 10 © 10 f//.13 10 "ma 10 © 10 © 10' 10r n ©10wa©1.n q//.© ©10® 0m 10 ® ®m©LIm®I%dmLI0® ®m ®000110®®130 ®m © mm®' 10 ►/13© 10 10 EI7MEICI ©�mi mmm�m ©E1mmm�N /EImm �m13EI ��/1313© NE1131 ©EiCImMmm© m�m�/.IImI 1800 ®1911W130 ©EINm13 ©m©13m ®mN13mmm1313mm m ®Om®11313©000%/J. ©00DDD®m11111100EMm01 UICI18 DUDmmEIr� 13©E©ZEIDEDDUmmU�1�% ©UUU��M © m© EIMB0 © ©N © ©mm©0mm013130 ©©x/.13 ®m mMmEILIEV /. ©EMm© ©EI© 10 ©m 10 10 'mom EMINEImll/ /EIm © ©yD000M ©0 ©0 %©© ©170 ©0EI0000© ME10111 m®Um®III0 ©0A0% ©0U®DDD113 10 EMI 10 10 m�//I©©© moommUN©oo©©©©moomDUV4©UUUMoo© IMEI © © ©7 /'� © © ©i. ©® ©CI / ©////��11I N // /.�� © ©SZEI E© // © ® © ©N ©0 ©0i ©CIMIE i/ ©0©EI /.0000M ©00 ® ®mm ®m ®DDDDD M® ®®m ®m ®mm®®mLIIm®® mmmmmmfm13®mm 10 m 10 ' mmmmmm13mmmm© 10 In 000000D 10 • m ®mm 10 m 10 0000000 10 00013 i0 m 000000U 10 m m 10 m 10 0 10 0130 0 0 013 10 m 10 m n 10 0 m ©10 010 0010 0 10 ®© 10 m 1 013 10 ® 10 ®© 10 010 00 10 0 10 10 10 SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12 -0" (SEE NOTE 1) MIN. 3" EDGE DISTANCE' SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 1 0 10 10 10 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TD SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE 4CCEPTANCE NO. l -1' ozog•O I rilgi M I c 0 vJ. PROFE* FL Lica PE 00 Idat 2 e'I I s A xs noTeo dasign by VAC N w 1 • 4 v 0 N N 4 4 X u w N w z a� r cc a 0 Idrawn by 1 wt Ithstiled bye Vm drawing no. 98 -312 shsst 9 of 9 Owner's Address 43 Oc ' E. u? N d AV Signature of owner and/or Condo President My Commission Expires: 1'EES: PERMIT 6i ( 46927 RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date fa 00 Job Address/ /,300 Ale a "lc Ave Tax Folio Legal Description Owner/Lessee / Tenant 6A f (/,i , vEi Sl i Historically Designated: Yes CC U GtiLr O>C/ Master Permit # Phone No Contracting Co. SC 0E/lio/l ELE cD CAL eOAIt /A/c-. Address o?/51 Nei/ 93 '' Qualifier /3 ,v "coo A9D+o/EOO " 768Phon<3OS) ¥ 7— i302 state # e coo 2.5-7 Municipal # Competency # Ins. Co. Address Address Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING L PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Notary as to Owner and/or Condo President Date C.C.F� NOTARY a s71 Notary +. to Contractor My .mmission Expir eL,ciss roo WORK DESCRIPTION E L A# M A 4347 0,tirvg-2ssr Square Ft. Estimated Cost (value) id 0 0 a. BOND APPROVED: Zoning Building Electrical Mechanical 0 ) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. a7 i9 o0 4.43 Owner Builder /1 00 Owner -1 YS J %MAAR Date NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR. 1,2002 TOTAL DUE f Plumbing Structural Engineer (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ITEM BATH TW BIDET O ISI•iWASHER 0ISPOSAL ORINKING FOUNTAIN FLOOR DRAIN GREASE TRAP INTERCEPTOR LAVATORY LAUNDRY TRAY :LOTHES WASHER SHOWER SINK, POT/3 COMP. SINK, RESIOENCE SINK, SLOP TEMPORARY WATER CLOSET URINAL MATER CLOSET INDIRECT WASTES 9ATER SIPPLY TO: PLUMBING A/C UNIT FIRE SPRINKLER HEATER -NEW INST. HEATER - REPLACE LAWN SPRINKLER -WELL SWIMMING POOL WATER SERVICE ^uuLtiu ulri 1 u bUa,Luitiu PhHM11 APPLICAFIUN EWER CONNECTIONS SIGN TRANSFORMERS TILITY -SEWER TILITY -WATER EPTIC TANK FLAY ATCH BASIN ISCNAR(� WELL ;MESTIC WELL REA CRAIN OF INLET LLAR WATER HEATER 'RE STANDPIPE OL PIPING ;WIN SPRINKLER SYSTEM $ RANGE .TER SET (GAS) S PIPING SIGN TIME CLOCK F IXTtRES ANTENNA T,IINFIELD, 4' TILE/RES. TELEVISION OUTLETS VIOLATION .IMP & ABANDON SEPTIC TANK REIttSPECTION MKAGE PIT CU. FT. fl�AD i Sr oh 6 STYZ ' RA 1 W- �IyECTRICAL UNIT FEE ITEM UNIT FEE ITEM SWITCH OUTLETS • SPACE HEATERS LIGHT CUTLETS CENTRAL HEATING RECEPTACLES A/C (WIND) SERVICE TEMPORARY A/C (CEO) SERVICE SIZE IN AMPS DUCT WORK SERVICE REPAIR/MOER CHANGE REFRIGERATION APPLIANCE OUTLETS PROCESS AND PRESS PIPING RANGE TOP UNDERGROUND TANKS OVEN ABOVE GROUND TANKS WATER HEATER U.F. PRESSURE VESSELS MOTORS 0- 1 FP STEAM BOILERS MOTORS OVER 1- 3 HP HOT WATER BOILERS MOTORS OVER 3- 5 FP MECHANICAL VENTILATION MOTORS OVER 5- 8 FP TRANSPORTING ASSEMBLIES MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS MOTORS OVER 25-100 HP COOLING TOWERS MOTORS OVER 100 HP VIOLATION A/C WINDOW REINSPECTION AIR CONDITIONERS STRIP HEATER GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS SPECIAL PURPOSE OUTLETS COMMERCIAL SIGN TUBES fr % 'A ,�A'! MECHANICAL UNIT FEE P x `)-ivey,c,Lzct6 ( a d d r e s s , y l3 a '`) b ,_ j aritoin the Building and Zonirkg Eton (date) ) 1 t a D a D 7 0 to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Atall44 - ziwt,e4T,dia r BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795 -2204 FAX (305) 756-8972 RECEIFI' ' contactor/owner, picked up 2 sets of plans for Project: Barry University Classroom Building • Miami Shores, Florida Electrical Contractor: Superior Electric Technical Equipment Submittal AUTOMATIC FIRE ALARM SYSTEM Submitted by: Siemens Cerberus Division 3371 Executive Way Miramar, FL 33025 Phone: (305) 591 -5656 FAX: (954) 430 -7552 Raul F. Gomez / Lou McNamara System Sales Representatives May 30, 2000 F E MAY302000 sty c ourRAGTofis t , eta scracca AUTOMATIC FIRE ALARM SYSTEM EQUIPMENT SUBMITTAL DIRECTORY QTY MODEL # 1 SXL -EX 6 PE -11 DESCRIPTION FIRE ALARM CONTROL PANEL EQUIPMENT: CONVENTIONAL INITIATING DEVICES: Microprocessor Based Central Processor (8 -zone) 7900 4 MS -151 Single Action Manual Station Manual stations mounts on a 2 1/8" deep square or outlet box Photoelectric Smoke Detector 6169 Ceiling mounted detectors mount on a DB -11 detector base. The DB-11 mounts on a 4" octagonal single gang outlet - wiring !pox or a 4" square wiring box. 1 PE -11 Photoelectric Smoke Duct Detector 6178 1 AD-11P Duct Detector Housing 6178 1 STA -6 Air Sampling Tube 6178 Duct detector housing shall be mounted on respective air duct as per NFPA 90 requirements INDICATING APPLIANCES: 4 U -MMT S17 Electronic Hom /Strobe 2542 4 U -S17 Strobe Light 2539 Interior MMT & U series devices mount to a 1, 2 gang or 4" square box. CATALOG # 6182 Model No. Main Action MS -151 N.O. SPST MS -157 N.O. DPST SIEMENS MS -151 and MS -157 Manual Fire Alarm Box ENGINEER AND ARCHITECT SPECIFICATIONS • Durable Compact Design • Shock and Vibration Resistant • Reset With Allen Key • No Break Rods Necessary • Surface Or Semi -flush Installation Listed, ULC Listed, FM, CSFM Approved Description The Cerberus Pyrotronics modern, compact design satisfies architectural and code requirements for a manual fire alarm box initiating device. This manual station design is easily observed yet does not detract from the building's decor. The MS -151 and MS -157 single action manual stations contain a normally open toggle switch. The switch is located so that it is activated by pulling down the cover. To indicate visually that the manual station is activated once the cover has been pulled down, the cover remains down and locked until the station is reset. The station is reset by turning the reset screw counterclockwise, while at the same time pushing the cover upwards. These models are intended for use with all Cerberus Pyrotronics low voltage systems but can be used for connection to existing fire alarm systems. Siemens Building Technologies, Inc. Engineer and Architect Specifications The manual fire alarm box shall be Cerberus Pyrotronics Model (See chart for model number) with Underwriters Laboratories, Inc. listing. The single action manual station shall be of the non -coded type and contain an internal toggle switch. The switch shall be located inside the manual station so that it is activated by pulling down the cover. To indicate visually that the manual station was activated once the cover has been pulled down, the cover remains down until the station is reset. The station shall be reset by turning the reset screw counterclockwise, while at the same time pushing the cover upwards. Electrical Information Cerberus Division CATALOG NUMBER 6182 SIEMENS Stand Alone Strobes Universal Mount ENGINEER AND ARCHITECT SPECIFICATIONS • Universal Mount: 1, 2 -Gang or 4" Square Electrical Box Mounting • Low Current Draw - DC or Full Wave • Very Low Inrush Current • 24Vdc Units Available with 15/75, 30/75, 60/75, 75 or 110 Candela Strobes • Standard Strobe Units or Synchronize Strobe Units with SCM -F Sync Control Module or DSC, Dual Sync Control Units • Lightweight Plastic Design on New Stand Alone Strobe Units • Weather Proof Strobe Units, (When Ordering Must Specify a ( -1) After the Model (i.e., U- S17 -1)], Must be Used with FWB -1, or FWB -2 Weather Proof Back Box • ADA/UL 1971 Horn - Strobe Versions • Available for Wall or Ceiling Mount Applications (in Red or White Colors) • ScrewTerminals Accept #12 AWG • U.L. Listed for Ceiling Mount • ® Listed, CSGM, NYMEA, FM & ULC Approvals Pending Description The new Cerberus Pyrotronics' strobes combine state of the art electronics to provide reliability and low current drain to meet visual life safety application. The new strobes are constructed of Tight durable plastic and are available in two colors: red or white. To order a device in "white" use a " -W" at the end of the model number (i.e., U- S75S- W).The units design provides for easy installation with single gang, double gang or 4" square box mounting.The lens construction provides high candela output with a very low current consumption while meeting UL and ADA standards. The Retro Plate units come with the same strobe choices with one major physical difference, construction.The retro Siemens BuildingTechnologies, Inc. Replaces Catalog No. 2533 Cerberus Division strobe plate is constructed of metal for mounting bell or chime devices to the plate. Overall dimensions are 6" wide by 9" high. The strobes use a Xenon flashtube with solid state circuitry for maximum reliability and efficiency.The full range of new strobes have a rounded dome shape made of clear Lexan". "FIRE" letters are visible.The overall lens is 2.0" x 2 7/8" with a height of 1 318:' Strobe units can also be synchronous when used with the SCM -F or DSC sync control units. (See reverse side for ordering information.) If weather proof units are required, order the strobe units with either the FWB -1 or FWB -2 back boxes. Weather proof units are surface mount with metal face plate construction. CATALOG NUMBER 2539 SIEMENS c- Stand Alone Strobes Universal Mount ENGINEER AND ARCHITECT SPECIFICATIONS • Universal Mount: 1, 2 -Gang or 4" Square Electrical Box Mounting • Low Current Draw - DC or Full Wave • Very Low Inrush Current • 24Vdc Units Available with 15/75, 30/75, 60/75, 75 or 110 Candela Strobes • Standard Strobe Units or Synchronize Strobe Units with SCM -F Sync Control Module or DSC, Dual Sync Control Units • Lightweight Plastic Design on New Stand Alone Strobe Units • Weather Proof Strobe Units, [When Ordering Must Specify a ( -1) After the Model (Le., U- S17 -1)], Must be Used with FWB -1, or FWB -2 Weather Proof Back Box • ADA/UL 1971 Horn - Strobe Versions • Available for Wall or Ceiling Mount Applications (in Red or White Colors) • ScrewTerminals Accept #12 AWG • U.L. Listed for Ceiling Mount • © Listed, CSGM, NYMEA, FM & ULC Approvals Pending Description The new Cerberus Pyrotronics' strobes combine state of the art electronics to provide reliability and low current drain to meet visual life safety application. The new strobes are constructed of light durable plastic and are available in two colors: red or white.To order a device in "white" use a " -W" at the end of the model number (i.e., U- S75S- W).The units design provides for easy installation with single gang, double gang or 4" square box mounting.The Tens construction provides high candela output with a very low current consumption while meeting UL and ADA standards. The Retro Plate units come with the same strobe choices with one major physical difference, construction.The retro Siemens BuildingTechnologies, Inc. Cerberus Division strobe plate is constructed of metal for mounting bell or chime devices to the plate. Overall dimensions are 6" wide by 9" high. The strobes use a Xenon flashtube with solid state circuitry for maximum reliability and efficiency.The full range of new strobes have a rounded dome shape made of clear Lexan". "FIRE" letters are visible.The overall lens is 2.0" x 2 7/8" with a height of 1 3/87 Strobe units can also be synchronous when used with the SCM -F or DSC sync control units. (See reverse side for ordering information.) If weather proof units are required, order the strobe units with either the FWB -1 or FWB -2 back boxes. Weather proof units are surface mount with metal face plate constl'Gction. CATALOG NUMBER 2539 Replaces Catalog No. 2533 Dimensional Data 0 EN-SX Enclosure • Slots Tap hole Deadfront cutout ---1 SXL -EX with Standard Enclosure SXL -EX with Dead Front Enclosure 4 � - 6-32 x 5/16 screw 4.50 DF-SX Deadfront Model Number Part Number Description = SXL -EX 599 - 696000 4 -Zone Fire Alarm Panel SZE -4X 500 - 696006 4 -Zone Expander Module SZE-8AX 500 - 696007 Class °A° Expander Module SRC-8 500 - 692972 8 Output Relay Module 1 • SLT-1 500 -093285 Municipal lie/Leased Line Module Optional Assemblies SXL -EX -DF 599- 696005 4 -Zone Fire Alarm Panel w/ Dead Front Construction SXL - EX-RED 599- 696004 4 -Zone Fire Alarm Panel w/ Red Enclosure SXL- EX -INT ;:. 599- 696010 4 -Zone Fire Alarm Panel, 220/240 VAC 50 Hz Accesso Items LED -3 500-693062 Remote Annunciator - Black LED-4 500- 693317 Remote Annunciator - White MM-SX 500 - 696008 Meter Module FT SX 500- 695890 Semi -Flush Trim Kit Batteries BT-33 175- 387141 6 AH Battery Set BT-34 175-387140 10 AH Battery Set BP-61* 175- 389194 15 AH Battery Set a Engineer and Architect Specifications The fire alarm control panel shall be a Cerberus Pyrotronics SXL-EX, shall utilize conventional zones, shall be micropro- cessor based and fully field programmable.The base panel shall include four initiating zones, relays for general alarm and trouble and two power limited notification circuits capable of a total of 3 Amps of power. The system shall be expandable via a model SZE-4X expander module which contain an additional four conventional zones, four general purpose relays and four general purpose open collector outputs. The fire alarm system shall have the following features: subsequent alarm and trouble, one person test feature, brown out protection, 24 or 60 hour battery backup. It also has the following selectable features: supervisory Ordering Information zones, alarm verification by zone, non - latching zones, alarm, trouble and supervisory history, notification appliance circuit coding, alarm /trouble 24 hour reminder, and zone /output bypass. Any initiating device circuit shall have the capability of being mapped to any optional output via the system programming function. The fire alarm control panel shall be UL/ULC listed and meet the requirements of NFPA 72 for local fire alarm control for automatic or manual service, and for sprinkler supervisory and waterflow service. It shall meet NFPA 72 requirements for central station service when connected to the model 5128 or 5129 digital fire communicator. • BP - 61 requires a separate enclosure, such as the BB -55. Note: SXL -EX Operation Installation and Maintenance Manual is P/N 315 - 095999. See Catalog Number 7907 for SZE -4X. See Catalog Number 7902 for SRC -8. See Catalog Number 7903 for LED -3 and LED-4. See catalog number 7905 for SLT-1. additional capacity to support detector accessories such as relays, remote alarm lamps and audible bases. lni`tiating zones can be programmed for many functions. Alarm verification allows detector application in sensitive areas with or without manual stations mixed on the zone as allowed by code. Manual station operation shall not be delayed on verified zones. Generic zone function allows the NAC's in the SXL-EX to follow the action of a master fire alarm panel in the facility. Initiating zones can also be bypassed as required for example during construction on the premises. The system is expanded through the model SZE-4X expander which has an additional four initiating circuits in addition to relays and open coUector outputs. The system can alternately be expanded through the model SZE -8AX expander module which has an addi- tional four Class A (Style D) initiating circuits.The SZE- 8AX also converts the four initiating circuits and the two notification circuits on the main SXL-EX to Style D (Class A) and Style Z (Class A) respectively. Notification Appliance Circuits The base SXL-EX has two StyleY (Class B) Notification Appliance Circuits, each rated at 1.5 Amps.The total power output of the panel, between the two notification circuits and the auxiliary output, is limited to 3 Amps.The SXL-EX notification circuits are power limited to reduce installation costs without the addition of any hardware. Three (3) Amps is sufficient to provide power for many applications requiring appliances designed to ADA specifications. Notification Circuits can be programmed for various codes.These include temporal, march time, simplified zone code, and number of rounds.They can also be inhibited during test and programming functions. The two circuits can be individually programmed as non - silenceable.This steady operation can be used for strobes which must continue operation after audible devices are silenced. Relays and Outputs The base SXL-EX has form "C" relays for general alarm and trouble rated at 1 Amp., 30VDC.The model SZE-4X optional expander module has an additional four general purpose, programmable relays rated at 2 Amps., 30 VDC, plus four programmable open collector outputs. Additionally, the model SRC-8 relay module provides eight general purpose, programmable relays rated at 2 Amps., 30 VDC /120 VAC. All remote operations in the fire alarm system are controlled from the SZE-4X or the SRC - 8, both of which are installed within the SXL-EX enclo- sure. • Visual and Audible Indicators The SXL-EX has visible LED annunciation by zone for alarm and trouble. Additionally, there is a system alarm LED and a system trouble LED. Supervisory zones utilize the zone trouble LED flashing in sync with a system supervisory LED to indicate an off normal situation. Clustered with the system alarm, trouble and supervisory LEDs are also LEDs for AC power, bypass and test/ program mode. A seven segment display reports a code for each system trouble and is also used during testing and programming functions.Trouble conditions are also annunciated by a piezo - electric sounder housed inside the SXL-EX. Remote annunciation is accomplished through a serial connection with the model LED -3 or LED-4, eight zone LED annunciators.These units display alarm, supervisory and trouble conditions for 8 zones. A total of two mod- ules can be attached to each system.The LED -3 comes with a black enclosure, the LED-4 with a white enclosure. Auxiliary Power The SXL-EX contains a 1 /2 Amp. auxiliary power circuit which is used to drive remote devices.The total power of the panel, between the auxiliary output and the two notification circuits, is 3 Amps. Power SupplyBattery_Charger The power supply accepts a 12 D VAC /60 Hz input or, optionally, a 220/240 VAC 50 I-fz input. On Toss of AC power the system switches to battery operation and indicates such by flashing the AC power LED on the display. Battery capacities of 24 and 60 hours are avail- able. See accompanying chart for model numbers and details. Manual Controls The SXL-EX display has four switches for acknowledging alarm, supervisory and trouble,conditions; silencing notification appliance circuits; resetting the system; and for the drill function. These switches are also used when programming the control unit. Field Programmability and Test Functions The following functions are field programmable in the SXL-EX.These features are generally not programmed in the unit as received from the factory. Field programming is accomplished through the display and does not require the use of a computer or any proprietary tools. Initiating Circuits Alarm Verification by Zone, Zone Bypass, Supervisory Zone or Generic Zone when the SXL-EX is to be used to provide remote notification appliance circuits. (Note:The default mode is an alarm causing zone.) Notification Appliance Circuits: Non - silenceable, Simple Zone Coding, March Time, Temporal, Silence Inhibit, CutoffTimers and Reminders. ( Note:The default mode is a steady signal.) Outputs: Bypass Outputs /Relays. System Programming: , Zone to Output Matrix and Password Maintenance. System tests features include the One Person Test feature, a Lamp Test, Search and Clear of the alarm, trouble and supervisory history buffer. SIEMENS SXL -EX z 1 Conventional Zone Fire Alarm Control Panel ENGINEER AND ARCHITECT SPECIFICATIONS • 4 Zones — Expandable to 8 Zones • Series 3 and Series 11 Compatible Detectors and Accessories • Microprocessor Based Control • Factory Programmed — Field Configurable • 2 StyleY Notification Appliance Circuits • 3 Amps Notification and Auxiliary Power • 24 and 60 Hour Battery Backup • 8 Form 'C' Relay Output 'Option • 220/240 VAC, 50 HZ Power Supply Option • Remote Serial Annunciator Option • Sprinkler Supervisory Service • Non - Silenceable Bell Service • Alarm Verification by Zone • One PersonTest Feature • Zone /Output Bypass Feature • Subsequent Alarm and with 24 Hour Reminders • Alarm, Trouble and Supervisory Last Event Records • Listed, ULC Listed, CSFM Approved Introduction The Cerberus Pyrotronics SXLEX is the next memberjn a family of products designed to provide cost effective, reliable life safety equipment to the fire alarm market.The microprocessor based fire alarm control panel is supplied with four conventional zones and is expandable to eight. It has many features required by today's demanding market such as field programmability, power limited circuits, one person test, remote annunciation and sufficient power to meet ADA requirements for signaling. The SXL-EX is designed to meet the varied fire alarm needs of small office buildings, apartment buildings, department stores, hotels, strip malls or anywhere a cost efficient, general purpose fire alarm control panel is required. Additionally, the SXL -EX can be used to supply remote k S ` j l bell power for larger systems such as MXL. Cerberus Division Description and Features Initiating Circuits ' The base SXL-EX has four conventional, Style B (Class B) zones which are typically compatible with the DI -3* ionization detector, the PE -11 * photoelectric detector and PE -11T* photo - thermal detector, Cerberus Pyrotronics' thermal, flame and beam detectors and the MS Series of manual stations. (Please refer to the detector compatibility list in the wiring diagram for specific compatibility ques- tions). Any combination of 30 compatible smoke detectors can be combined on a zone. Any number of thermal detec- tors, manual stations or other compatible direct shorting devices may be connected to each zone. All of these initiating devices can be mixed on the same zone provid- ing the total power requirement of the zone does not exceed 9 mA supervisory current. The SXL-EX has the ( *In Canada the DI -3C, PE -11C & PE -11TC, respectively) CATALOG NUMBER 7906 COMPATIBLE DETECTORS Detector Quantity per Loop Base Installation Instructions Part No. DI -3/3H 30 DB -3S 315 -081943 -1 DI- A3 /A3H 30 DB -3S 315-081943 -1 DI- B3/B3H 30 i AD-3I 315-093234-3 DT-3P-135 30 'DB -3S 315-084401 -5 DT-11 30 DB -11 DB -3S with DB-ADPT 315-095429 -1 315 - 095429 -1 PB -1191A 1 PB -1191B 315-095424-2 PE -3/3T 30 DB -3S AD -3LP 315-090875 -6 315-093234 -3 PE- 11/11T 30 DB -11 DB -3S with DB-ADPT 315 - 094198 -5 • 315 - 094198 -5 SZE -4X Connection Diagram (bee Note 8) Siemens Building Technologies Cerberus Division OC1 OC 2 OC 3 ri* � Bee Open Collector Electrtcel Rating Teble F end Note 8 OC 4 To external +24VDC UL Listed, Regulated B and Filtered Power lam► TO 13XL-XLittln S upp l y ; Module V TB-3 INITIATING DEVICE CIRCUIT ELECTRICAL RATINGS Voltage: Supervisory Current Alarm Current 16.4 -26.4 VDC 9mA (max) 120mA (max) Maximum line Impedance of 25 ohms per IDC zone. AO DC zones are supervised and power limited per NFPA 70, Article 760. Each IDC zone must use at least 18 Q 300V Insulation, color coded wire for low voltage circuits where local codes require conduit Where local codes permit, use limited energy shielded cable rated at 300V. Each DC zone will support one initiating device In alarm. The IDC zone compatlbipty Is an unUmited number of shorting type devices. For smoke detector compatibility, see the Compatible Detectors chart. NOTIFICATION APPLIANCE CII CUR ' ELECTRICAL RATINGS Voltage: 24 VDC Supervisory Current 1.5mA (max) Alarm Current 1.5A (max) Each NAC rated at 1.5A, +24 VDC. Maximum One impedance per dreult of 3.0 ohms. All NACs are supervised. Each NAC must use at least 14 AWG, 300V insulation, color coded wire. AO NACs are power limited per NFPA 70, Article 760 for non -coded applications. TB-1 El Cerberus Divslon 8 Fernwood Road Florham Park, NJ 07932 Tel: (973) 593 -2600 FAX: (973) 593 -6670 Website: www.cerbpyro.com 1 FORM C FORM C R�ELAY 1 RBEeLeAY 2 Nye 8) Note 8) SZE-4X El 0 Tai MS 100 ZZ •MAVZA %% %•M' tf 1104 tY FORM C FORM C Au- RELAY 3 RELAY 4 Wee (See Note 8) Nate 8) 1/00 10M SCD -IG Printed In U.S.A. UL Listed EOL Device 3.0K, 1/2W, P/N 140- 820388 (10Cs Supervised) See COMPATIBLE DETECTOR CHART and INITIATING DEVICE CIRCUIT ELECTRICAL RATINGS Cerberus Divison 50 East Pearce Street Richmond Hill, Ontario L4B, 1B7 CN Tel: 1905) 784 -8384 FAX: (905) 731 -9182 JP1 11 T To JP3 of SXL- XMaln Board SZE-4X FORM C RELAY ELECTRICAL RATINGS 2.0A at 30 VDC Resistive Only 0.5A at 30 VAC Resistive Only OPEN COLLECTOR ELECTRICAL RATINGS 50mA (max) at 26.4 VDC (max) January 2000 Supersedes sheet dated 10/98 Chime/ Strobes Vibrating Bells Electro -Mach. Horn/Strobes Single Stroke Bella Strobes U-EC-S17 U -ECS75 U- ECS110 BE-F LC BF -FILE - BS-FNC BT -FILC .: - • U-HN-S17 U -HNS76 U-HN-S110 U-HNH-S17 U-HNHS75 U- INHS110 BE-SS BF-SS SS-SS BT-SS U-S17 US75 U-S110 • Bell/Strobe Piste Sync. Strobes Synchronizing Control Module S BeWStrobe Plate Sync. Electro- Mech. HomlStrobes Chimes . US17-6060H/8090V US7646090V US110S090V U-S176 US78S DSC DSC -W US175 US75S U- HNS178 U- HN-678S U- 14NS17S U-HNS76S U-EC . Mini -Homs Sync. Mini -Home Electro-Mech. Horns Trt Tone Homs Suffixes U-k1H- 1G/1GW U-MH U-MH-S17 U -MHS75 U- MHS110 U-MHT 1GIIGW U-MHT U-MHT-S17 U-MHT-S76 U MHTS110 U-MHST 1GI1GW U MHST U-MHST-S17 U- MHSTS7SS HN-C/EPiF/S FNH- CIEPiF/S SEA TTH C = Ceting EP = Explosion Proof G = Gang Mount H = Horizontal LC = Low Cursor SS = Single Stroke U = Universal Mount V = Vertical W =ate i Mini- Hornsl9trobes 8-Tone Sync. MlnI.Homs/8trobes 8-Tone U-MMT 1G/1GW U-MMT U-MMT-S17 U- MMTS76 U-MMT-S110 U-MMT-S179 U- MMTS7SS Fuse Replacement F1 8A, AC Input F2 15A, Batteries F3 .75A, AUX Port • SXL -EX Main Board Connection Diagram For220V1240V Power Supply Option, refer to Instruction P/N 315- 092869. 120VAC BOHz,2A (Supervised) BLACK WIRE LEADS BROWN WIRE LEADS Battery (supenrised) 4 24VDC, 1 maximum Minimum wire size 14 AWO - ALARM TROUBLE -1I Bee 8xL-EX Optional A j Mules - TB-1 TB-2 Bs HOT PEW 0 (See Notes 6 and 7) 0 0 O (See Notes 8 end 7) 0 TB-3 •24V oIm► AYMYM, PORT (See Notes 4 end 6) ER ■rte■ XMER SEC 28.2VAC 3.6A RMS See Notes 8 end 9) Compatible Notification Appliances SXL -XMAIN To Display! Keypad Module The DSC Synchronizing Cortrol Module must be used with these nodules to syntlhrorize the strobes. \JP4 BL1-1 BL1-2 B12 -1 B.2-2 ZNi+ IDC 7N1- 7142. IDC 2 { =- 2 MC 3 Z IDC 4 { W44* ZN4- JP3 1 TB-7 TB4 To SZE-4X Module ALARMT ROUBLE RELAY ELECTRICAL RATINGS 1.0A at 30 VDC Resistive Only 0.5A at 30 VAC Resistive Only NAC1SHOWN IN SUPERVISORY + + • UL 1.1sted EOL Dodd 10K 1/2YY & PM 140391 (NAG Sx4 -Nwl). NAC2SHOWN IN SUPERVISORY + Bee COMPATIBLE NOTIPIC 11ON APPLIANCES CHART end Nab 12 UL Listed EOL Device 3.11K, 1/2W, PIN 140420198 (kDCs d) 4 ` See COMPATIBLE DETECTOR CHART NOTES: 1. All field wiring must be In accordance with NFPA 70, Article 760. 2. Make no wiring connections while the System Is powered. 3. Alarm Relay Contacts are shown de- energized and Trouble Relay Contacts are shown energized. Suitable for resistive load only. 4. Auxiliary output rated 0.5 amps at +24 VDC filtered. Maximum line impedance of 5 ohms. 6. Combined current output for NAC1, NAC2, and auxiliary outputs Is limited to 3.0 amps. 6. Equipment connected to these terminals must be located within the same room. 7. Refer to the SXL-EX Operation Installation, and Maintenance Manual, P/N 315. 095997, for further details. 8. NoTTapping allowed. 9. Connect standby batteries only to terminals B+ and B -.The batteries may be installed In either the bottom of the cabinet or In a UL listed battery enclosure. 10. In all cases the Cerberus Pyrotronlcs model number is the compatibility identifier, including the control panel, module(s), and at compatible initiating devices. 11. When using the SLT-1 module, not suitable for remote station protected premises service where separate transmission circuits are required for fire, supervisory. and trouble signals. 12. All power limited wiring requires separation from non -power limited wiring. Refer to the SXL EX PowerUmited Wiring Instructions, P/N 315. 095994. • In addition, the unique design of the Cerberus Pyrotronics sampling chamber insures uniform sensitivity in air velocities, ranging from a low of 300 feet per minute to as high as 4000 feet per minute. The inlet sampling tube length is determined by the width of the air duct being protected.The inlet tube nearest to but greater than the duct width should be used (see table).The inlet tube can then be trimmed at the job site to the exact width of the duct.The outlet sampling tube for all ducts, irrespective of width, has a fixed length of approximately 3 inches (7.5 cm) and is supplied with the duct housing. Duct Width 9" to 1'9 "(21 cmto5l cm) 1'9" to 3'3" (51 cm to 97.5 cm) 3'3 "to6'3 "(97.5cmto187.5cm) 6'3" to 9'9" (187.5 cm to 292.5 cm) Greater than 9'9" (292.5 cm) When the use of a remote relay is required, order model AD-11 PR for conventional systems; AD -11 XPR for MXL systems. Sampling Tube Selection Table Maintenance of the detector is easily accomplished by the removal of the Series 11 duct housing sampling chamber cover.The detector, which plugs into the housing, is easily removed fcir cleaning by a trained technician. All that is necessary for the installation of the air duct detector is the cutting of three small holes for the sam- pling tube installation (template included) and the drilling of four holes for mounting the air duct housing.The unit is then easily mounted in place and connection made to the existing wires or terminals if optional accessories are utilized. Sampling Tube Model No. STA -2 STA -3 ,STA-6 •STA -10 Consult Siemens Cerberus Division When using the PE -11 or FP-11 detector in an AD-3I orAD- 31LP duct detector housing you must use theAD -11 U upgrade kit consisting of a detector base adapter and new duct housing cover. Any Series 3 accessories such as remote lamps on relays will also have to be updated to PE- 11 accessories.The FP-11 is electrically compatible with Series 3 MXL accessories. Engineer and Architect Specifications The air duct housing for the fire detection system shall be a Cerberus Pyrotronics AD-11 (X)P(R) air duct housing. The air duct housing shall incorporate the use of the FP- 11 or PE -11 detector. The air duct housing unit shall be designed for detection of combustion products and /or smoke in air conditioning and ventilation system ducts in compliance with NFPA Standard 90A.The assembly shall consist of a housing to accommodate sampling tubes which extend into and across the duct of the ventilation system. While the fans are operating, a continuous cross - sectional sampling of air from the duct shall flow throu gh the photoelectric detector, after which the sampled air shall be returned to the duct. Air handling equipment shall be shut down by a signal from the fire detection system control equipment. Wheri the air duct housing incorporates the optional relay, the shut down of air handling devices may be accomplished by a signal directly from the detector. The air duct housing shall be available with a self -con- tained power supply so that it can function as a stand- alone unit if desired.The self- contained stand -alone unit (SA -11 P) will power and supervise two satellite units. The air duct housing shall utilize a plug -in detector head located in the air sampling chamber.The detector shall be photoel fictric.There shall be provisions to check the detec sensitivity in place under actual air flow conditions. The air duct housing shall be mounted directly outside of the air duct by means of four bolts (supplied). A template shall be provided for making necessary cut -outs and holes. Complete instructions shall be supplied with the unit. The air duct housing shall be a Cerberus Pyrotronics Model (See listing on back page) and shall be Underwriters Laboratories, Inc. Listed, specifically for use in air handling systems. Note to Architect :•When building codes regulate the location of detectors within ventilating systems, make sure that the number and locations of detectors is in accordance with the code regulations. Dimensions 6 . Typical Connections for the AD-1 1 P/11 PR Model AD-11P CAUTION: 1. Up to 30 air dud housings can be Installed in any one circuit. However, when using Series 11 detectors, Iim* the number of optional relays that perform imiividual functions to one per drcult because mod control equipment can operate only one detector per circuit when In alarm. 2. Do not use looped wire under base temdnal 4. Break wire run to provide supervision of connection. 3. When a remote relay Is used to control a critical system function, the relay and Rs associated detector and optional module(s) must be the ONLY devices on the initiating drcuit Zone Wres from Pyratronlcs System 3, CP -2HR, CP -2ER, CP -400 C. Control Panel, W. System (CZI -H), MXL Control Panel (CZM -1/4), MXL-IQ Control Panel (CZM -1/ ), or S� m SOL PE -11 4 3 2 1 I 0001 I I To next detector tectoo r or EOL device See Note — `(s) WO C (8 / To remote devioet tSEE REMOTE CEMCE INSTRUCTIONS p WIRING DETAIL& INSTALLATION RLG11, RLIN41 91 1 16.081828 RS30-1I, RSAW4I PM 315404926 Zone Wires Pyrotron ks Control ona tel NOTE: EOL device rood be compatible with system Initiating dreult Observe proper polarity vAsre applicable. WARNING: PE -11 and PE -11T are not compat'ble with Series 3 detector accessories. As a result, the DB- ADPT can not be used with any of the following: • a DB -3S base connected to an RR -3 relay or RL-3 lamp or DA -3SR • a Series 3 duct housing connected to an RR -3 relay or RL-3 Tamp Changes must be made to the installation to ensure that the detector and Its accessory are from the same family: that is they must contain either all Series 3 components or all Series 11 components • CZM -1, CZI -H Modules cannot support remote devices Typical Connections for the AD -11 P/11 XPR Notes: 1. The relay contacts are shown just after a reset pulse, which represents the non -alarm condition. 2. If the relay contacts are being used to control 120 VAC operated equip- ment, ensure that the conduit is properly attached to the internal metal ground strap, using the proper conduit locking nuts. Failure to provide proper ground Ing may result in fatal electric shock and violation of national and local codes. TERMI BLOCK WIRE NUT REQUIRED Model AD -11P ZONE WIRES FROM CERBERUS PYROTRONICS LISTED MXL/MXL- Q CONTROL PANEL 1/ Model AD-11 PR* NO COI N C +l To next detector or EOL device See Note • When a duct housing relay is used to control a critical system function, the relay and as assodated detector and optional modules) must be the ONLY devices on the Initiating circuit To second remote device (See Multiple Remote Devices) Alarm Contacts 126 VAC, 24VOC 2.5A MULTIPLE REMOTE DEVICES ifrenota frevkes are supported by the 1rdteUn ckc4 Each detaetobase may have up to 2 rend- de 1cee with the fallowing c ifl aattcn• and resbicrtons only: Remote Nasals AD RL•11 K%411 3ss Cautkel 3 AD11PR RSADtt,RSAWII See C•aioe3 Model AD -11XPR Model AD -11XPR with DA -X3SR Relay Modules with DA -X3SR Relay Modules T- NOT USED OPTIONAL REMOTE ALARM INDICATOR MODEL RLI -1 OR RLI -2 5 5 6 7 8 9 10 11 (000004)001 ' .' RELAY BARD ALARM CONTACTS 125 VAC/24 VDC, 3A SEE NOTES 1 AND 2 NOT USED 1 5 5 6 7 8 10 100000Q0 TO NEXT ADDRESSABLE DEVICE to \ V J ALARM CONTACTS 125 VAC/24 VDC, 3A SEE NOTES 1 AND 2 NOT WARNING:' FP -11 and FPT-11T are not compatible with Series 3 detector accessories. As a result, the DB- ADPT can not be used with any of the following: • a DB -3S base connected to an RR -3 relay or RL-3 lamp or DA -3SR • a Series 3 duct housing connected to an RR -3 relay or RL -3 Tamp Changes must be made to the installation to ensure that the detector and its accessory are from the same family: that is they must contain either all Series 3 components or all Series 11 components L SIEMENS Air Duct Housings - Series 11 • For Series 11 Detectors • Relay Models Available • Self contained Model availiable with "On - Board" Power Supply • Alarm LED Visible from Front • Clear Housing Cover for Quick Identification of Detector Type Listed, ULC Listed ENGINEER AND ARCHITECT SPECIFICATIONS Introduction The Cerberus Pyrotronics air,duct detector housings are designed to be used with Cerberus Pyrotronics PE -11 and FP -11 detectors. Designed for installation directly to heating, ventilating and air conditioning duct systems, they comply with National Fire Protection Association Standard No. 90A. When equipped with photoelectric detectors, these units will signal the presence of hazard- ous quantities of products of combustion or smoke being carried through the duct system. Air duct detec- tors are not intended to bet substituted for open area detection. ' Air duct housings can be equipped with optional relays. These relays are utilized to operate any supplementary equipment when smoke or particles of combustion are detected. Noted Most control equipment guarantee only one detector per zone when the detector operated relay function is critical. The connection of a remote lamp and a remote relay per detector is allowed with PXL or System 3TM' only, other conventional systems may use either a remote lamp or a relay. With the MXL series of control panels, up to 60 detec- tors per circuit having relays may be used.The connec- tion of a remote lamp or a remote relay is allowed for each detector but not both. A " i K•1!_ _ Air duct housings (see Ordering Information) are Under- writers Laboratories, Inc.listed. Description The Cerberus Pyrotronics air duct housing is uniquely designed to use the photoelectric detector. Sensitivity of PE -11 detectors can be checked by viewing the LED or an RSAW -11 or RSAC -11 multicolor remote lamp. A green flash indicates the detector has passed its self test. Amber indicates a trouble condition, and red indicates an alarm state. • FP -11 sensitivity may be viewed from the multi -color LED on the detector or preferably may be printed by command on an optional printer from the MXL control panel. The detector unit employs'a cross - sectional sampling principle of operation. Inlet sampling tubes are available in four lengths (see table on reverse side). Outlet sam- pling tubes are one common length. A continuous cross - sectional sample of air moving through the duct is taken. This averages the effects of laminar flow, stratification or skin effect phenomena occurring in the duct that could prevent combustion product or smoke (especially in large ducts) from reaching a spot type detector. CATALOG NUMBER 61'7H Replaces Catalog Sheet 6177 Cerberus Division Model No. Description Shipping Weight Lb. Kg" AD -11 P Series 11 air duct housing with cover for the PE -11 and FP -11 detectors 5 2.25 AD -11 PR Series 11 air duct housing with cover for the PE -11 photoelectric detector and equipped with remote relay i 5 2.25 AD -11 XPR Series 11 air duct housing with cover for the FP -11 detector equipped with remote relay 5 225 SA-11P Series 11 air duct housing with power supply for self- contained unit operation for PE -11 photoelectric detector 7 115 AD -11 UK Upgrade kit for using PE -11 or FP-11 detector in a series 3 duct housing 1 .45 STA -2 Sampling Tube, for ducts 9" to 1'9° 1 .45 STA -3 Sampling Tube, for ducts 1'9° to 31" 2 .9 STA-8 Sampling Tube, for ducts 31" to 61° 4 1.8 STA -10 Sampling Tube for ducts 6'3" to 9'9°. Sampling Tubes greater than 9'9 ", consult Cerberus Pyrotronics - , 6 3.7 RLC -11 Remote Alarm Lamp, ceiling mounted for PE -11 .5 .22 RLW -11 Remote Alarm Lamp, wall mounted.for PE -11 .5 .22 RSAC -11 Remote Tri-color LED, ceiling mounted for PE -11 .5 .22 RSAW -11 RemoteTri-color LED, wall mounted for PE -11 • .5 .22 PE -11 Conventional Photelectric Detector 1 .45 FP-11 Intelligent FirePrintTM Detector 1 .45 Model Description Part Number RLI -1 Remote (red) alarm indicator - 4 octagon box mount 500-390673 RL1 2 Remote (red) alarm indicator - single gang box mount 500- 390674 EOLR Model AD -31 or AD-11P (TYPICAL) 1.3K. 1l2W Ordering Information Siemens Building Technologies Cerberus Division Model D8 -11 or D8-33 (TYPICAL) NOTES: 1. Relay contests shown with power applied and system In normal supervisory. no alarm, condition. 2. See Technical Dela for compatible detectors. 3. Arrangement for photo detector and base located within air dud. 4. Use PE -11 with either 08.38 base and De -ADPT, or wllh 00.11 base. 5. No more than two external detectors may be connected to terminals 3 and 4 07111 of the power supply control board. 8. Ensure pat One Incoming earth ground wire Is properly corrected to 019 192 tanni nal marred OND. S using an earth grounded High Input Power Neutral 120 VAC, 50100 HZ a� 0.32A max Ground 21 •/- 3 VOC 15mA max Bupv 220mA max Alarm Op41una1 equipment • Listed Remote Alum Indicator. RLW -11, RLC-11 with PE -11; RU -1, RU -2 with 01.03 or DI -03H. See Note 8 CAUTION: Do not use looped wire under terminal 5 of the D8 -3S or DB-11 base. Break wire run to provide supervlston of both connections. Typical Connections for SA-11P Cerberus Division 8 Fernwood Road Florham Park, NJ 07932 Tel: (973) 593 -2600 FAX: (973) 693-6670 Website: www.cerbpyro.com Trouble Contacts 25 VAC/24 VDC, 2A See Notes 1 end 5 Model SA - 11P Control Board See Nate 9 conduit ensure ttml It Is property connected to the Internal metal ground strap. using the proper conduit locking ads. Failure to provide proper grounding may read* In fact electrical shook 7. Corned EOL device (1.3K, 1/2W restates) to terminals 3 and 4 of Tel when no external detectors are connected 5. When IM relay Contacts ere connected to • Ike alum system, the trouble malady mug be wired beyond the last detector was not to Interfere with an alarm, as shown In Figure 7. 9. Use control 4omd relay for alarm signaling. 0o not caned relay modules y to detectors. - 1/00 10M SCD -IG Printed in U.S.A. Cerberus Division 60 East Pearce Street Richmond Hill, Ontario 148, 1B7 CN Tel: 19051764 -8384 FAX: (9051731 -9182 Alarm Contacts 125 VAC/24 VDC, 3A See Notes and 9 Earth Ground See Note 8 tnternal Metal Ground Strap See Note 8 Note: Minimum hardware required Is one Air Duct Housing Assembly, one Sampling Tube and one Detector. NOTICE: The use of other than Cerberus Pyrotronics detectors and bases with Cerberus Pyrotronics equipment will be considered a misapplication of Cerberus Pyrotronics equipment and as such voids all warranties either expressed or implied in regard to loss, damage, liabilities and/or service problems. January 2000 Supersedes sheet dated 7/99 SIEMENS U -MMT Series 8-Tone Horn ENGINEER AND ARCHITECT SPECIFICATIONS • Universal Mount: 1, 2 Gang or 4" Square Electrical Box Mounting • Horn or Horn / Strobe Units • 24Vdc Units Available with 15/75, 30/75, 60/75, 75 or 110 Candela Strobes • Electronic Selectable 8 -Tone: Horn,Temporal, Bell, Hi -Lo, Chime, Siren, Slow-Whoop and Single Stroke Bell • Raised Mounting Design - Eliminating Need for Deeper Back Box • Very Low Inrush Current • Available for Wall or Ceiling Mount Devices (in Red or White Colors) • Light Plastic Grill 'Construction • Low Operating Current - DC or Full Wave • ADA/UL 1971 Horn - Strobe Versions • ScrewTerminals Accept #12 AWG • ® Listed, CSFM,. NYMEA & FM Approvals Pending . Description Maximum dBA output, very low inrush current and the lowest operating current DC or Full Wave are characteris- tics of all new Pyrotronics devices.The electronic U -MMT horns provide maximum reliability and low current drain for every application. The U -MMT series 8 -tone horn operates on a current of 20 to 40ma at 24Vdc depending on tone selected.The audio portion of the signal provides a 91 to 97 dB output. The U -MMT mounts on either a 1, 2 gang or 4" square electrical box. Cerberus Pyrotronics notification devices are designed with the installer in mind.The U -MMT series devices are constructed with all of the electronics in the housing and Siemens BuildingTechnologies, Inc. Cerberus Division not in the box. Units are also available in two different colors, red or white. The U -MMT horn / strobe units construction consists of Xenon flashtube with solid state circuitry for maximum reliability and efficiency.The full range of new strobes have a rounded dome shape made of clear Lexan'. "FIRE" letters are visible on the front mounting plate.The overall lens is 2.0" x 2 7/8" with a height of 1 3/8" Strobe units can also be synchronous when used with the SCM -F sync or DSC (Dual Sync Control) units. To order a device in "white" use a " -W" at the end of the model number (i.e., U- MMT -W). CATALOG NUMBER 254G Model Number Description Part . Number Strobe qurrent 8-Tone Hom Current dB Rating @ 10' U- MMT -S17 15/75CD Strobe 500-696608 59 ma 5u3.20 ma HI-Lo - 25 ma Chime - 28 ma SS.Bet - 26 ma H„yremporai - 23 ma SlmrvSLWhoop 40 ma 91 dB 98 dB 93 dB 93 dB 93 dB 98 dB U-MMr -817 -W 15/75CD Strobe 500696809 69 ma U-MMT 8178 15/75CD Strobe 500-696810 59 ma U- MMT- 817S -W 15/76CD Strobe 500-696611 59 ma U- MMr -S30 3077500 Stobe 500-696612 88 ma U- NMRr -S30W 30/75CD Strobe 500 -896613 98 ma L1 -MMT 5308 . 30/75CD Spar. 500-696814 88 me • ° U-MMT-S308-W 30/75CD Syrp'k: 5004 16 88 m4 ".; U-MMT-S60 60/75CD Stobe 500. 696616 155 ma U-MMT-S60-W 6077500 Strobe 500- 898817 155 ma U- MMTS603 ' 60/75CD Syr , 500.696818 155 ma U- MMTS80S -W 60/76CD Syn o : 500.698819 165 ma U- MMT-876 76CD Stobe 500-696620 166 ma U-MMr S75W 75CD Strobe 500 - 696621 168 ma U- MMT-8758 75 CD 8 1m4, < - ;� 500-698622 170 ma : U- MMT-8768-W 75CD Syno' ; 500 - 696823 170 ma U- MMTS110 110CD Stobe 500-696624 249 ma U-MMT-S110-W 110CD Strobe 500-696625 24 9 ma U- MMTS110$':. 110CD Syro js, 500. 698826 249 ma ': U-MMT 51108 -W-0 U-MMT S110SW 110CD Sync '` 500-698627 249 ma Model Number Description Part Number Strobe Current 8 -Tone Hom Current dB Rating @ 10' U-MT 817-0 15/75CD Strobe 500. 698904 59 ma Bel - 20 ma 11-Lo - 25 ma Chime - 28 ma SS.Bell 26 ma Ham/remporal • - 23 ma SlrerdSLWhoop 40 ma 91 dB 98 dB 93 dB 93 dB 93 dB 96 dB ' U-MMT 817 W-C 15/75CD Strobe 500 - 696905 59 ma U-MMT 5178.0 "K 15/7500 Sync! ' 500. 698914 U-MMT 8178W-0 15/75CD Sync 500 -6915 59 ma U-MMT S30-C' 30/7500 Stobe 510. 696908 88 ma U-MMT SiO -W-C 30/75CD Strobe 500-696907 88 ma U-MMT S30S- C.;. -: 30/75CD Syro 500. 698918 88 ma .'. U-MMT S30S -W-C , 30/75CD Spa 500-6913917 .88 ma '. U-MMT-S60-C 60/75CD Stobe 500-698908 155 ma U-MAT S60-W -C 60/7500 Strobe 500. 698909 155 ma U-MMT S808-C 60/7500 Sync 500. 698918 155 ma U•MMT- S80S -W -C 60/7500 Sync 500. 698919 155 ma U-MMT 875.0 75CD Stobe 500-896910 1688 ma U•MMT- S75 -W-C 75CD Strobe 500. 696911 188 ma U- MMT- S75S -C 75CD Sync r 500 -696929 170 ma U-MMT 3753 -W-C 75CD Syne . . 500 - 88592,1 170111 U•MMTS110-C 110CD Stobe 500-696912 249 ma U•MMTS110-W -C 110CD Strobe 500.896913 249 ma U-MMT-81108 -C -, 110CD:Sync; . 500. 898922 249 pia U-MMT 51108 -W-0 110CD Sync -', 500 - 698923. 249 ma Model Number Description Part Number 8 -Tone Hom Current dB Rating @ 10' U-MMT 113 Electronic Hom 24 VDC 500- 696604 Be11-20ma . HiL a e -2 Chi e-2 m8me 00.B°0-26ma Hornhlbmporall -23ma SIren/SLWhoop -40ma 91 dB 96 d B 93 d8 93 dB 93 dB 98 dB U -MMT 1 G-W Electronic Hom 24 VDC 500-698805 U -MMr Electronic Hom 24 VDC 500- 696806 U- NMAT -W Electronic Hom 24 VDC 500 - 698607 Ordering Information U -MMT Series Horn Wall Mount U -MMT Series Horn /Strobe Wall Mount Listed operating range is 20 to 31 Vdc/FWR Minimum UL measurements are 85 -88dB taken in free air at 360° around the device and averaged. Typical readings are frontal sound readings taken with a dB meter with signal mounted on wall. Rated for indoor use at 32 °F to 120 °F, (0 °C to 49 °C) with 85% RH. U -MMT Series Horn /Strobe Ceiling Mount 0 Typical Wiring Alarm Polarity shown from Control Panel or previous device Notification Appliance ckt. Notification Appliance c U- MMT -1G Horn (Dim. 4.50 "11 x 2.75 "W x 1.25 "D) U -MMT Hom 1 Strobe (Strobe & Horn on same circuits) (Add "-C" for Canadian ULC listed model) (Add " -CF" for Canadian French ULC listed model) To next device or E.O.L (Style Y -Class "B" ckts.) or return to FA.C.P. (Style Z -Class "A" ckts.) U -MMT 8 -Tone Select To next device or E.O.L. Device Dimemslons: 4.75 "H x4.75'Wx1.33"D Alarm Polarity shown from Control Panel or previous device Strobe' Notification Appliance ckt. Audible Notification Appliance ckt. For more detailed wiring dlagnam refer to U - MMT Installation Instruction Sheet 1, 2 or 4 Square Mounting or or U -MMT Hom / Strobe (Strobe 8 Hom on separate circuits) Cut Jumpers to power audible signal and strobe from s = • arate circuits To next device or E.O.L. (Style Y -Class "B" ckts.) or retum to FA.C.P. (Style Z -Class "A" ckts.) Notes: U -MMT -1 O, U -MMT and U -MMT Hom / Strobes devices must be connected to compatible non - pulsing signal circuits when temporal tone is chosen. Steady current output and appropriate voltage required. When audible signal and strobe are connected to same notification appliance circuit, current rating is a combination of audible signal and strobe current. SIEMENS PE -11 and PE -11T Photoelectric Smoke Detector ENGINEER AND ARCHITECT SPECIFICATIONS Advanced Field Cleanable Chamber Design • Self Diagnostic • Multi -Color LED for Normal, Trouble or Alarm Indication Low - Profile Design Easy Twist -In Base Design • Made in USA at ISO 9001 Facility ® Listed, ULC Listed, CSFM NYMEA, FM Approved Introduction The Pyrotronics PE -11 Series Photoelectric Smoke Detector, with its microprocessor controlled self- diagnos- tic circuitry, eliminates cumbersome sensitivity test equipment. It is the most adyanced detector in its class. This detector employs a simple twist -in base for base of maintenance and has a field cleanable /replaceable labyrinth and bug screen.This detector is highly immune to false alarm caused by deceptive phenomena such as dust or RF.The PE -11 has a full range of accessories available, including remote alarm indicator, remote sensitivity and alarm indicator, relay and audible base adapters, and a base adapter that allows use in older Pyrotronics DB -3S Series bases. Description The PE -11 is a two -wire, plug -in type photoelectric smoke detector which is compatible with Pyrotronics PXL, SXL, and System 3 conventional systems and on conventional loops of MXL Series, IXL and XL3 analog - addressable systems. Siemens Building Technologies, Inc. PE -11 (Shown with DB-11 Base) PE -11T The PE -11 contains an infra -red Tight emitting diode (LED) and a light sensing photodiode arranged so that under normal conditions, Tight from the LED does not reach the photodiode. When smoke enters the photo chamber, light emitted from the IR LED is scattered by the smoke particles and is received. by the photodiode.The electrical signal produced by the photodiode is compared to a factory set alarm threshold, and if sufficient to indicate an alarm, latches the detector alarm.The PE -11 is reset at the control panel. The PE -11 has self- testing circuitry which tests the detector for defective operation or contamination every 7- 8 seconds. If a problem is detected, the multi -color LED indicator will flash amber until the problem is corrected. The detector flashes green in normal operation. In the alarm mode, the detector will flash red every 2 -3 sec- onds, and latch into alarm, alerting the control panel to the alarm condition. This microprocessor - controlled self - diagnostic system eliminates the need for external test meters or other equipment for detector testing and also alerts users to trouble conditions prior to periodic system checks. CATALOG NUMBER 6173 Replaces Catalog Sheet 6169 Cerberus Division The detector is field cleanable by twisting the detector out of the base, unsnapping the chamber from the outer cover and cleaning or replacing the removable chamber labyrinth and bug screen. An optional 135 °F (57 °C)Thermal Sensor is available with the model PE-11T. When the optional thermal sensor is utilized, an alarm condition will be initiated when the temperature in the proximity or the sensor reaches 135 °F. At this point the detector locks into alarm. The PE -11 utilizes the low-profile DB -11 surface mounting base which may be used with a 4 inch square or octago- nal box, as well as a single -gang electrical box.The PE -11 has screw clamp terminals for easy wiring. The base has an optional concealed locking device to prevent unautho- rized detector removal. The PE -11 is capable of operating both a remote Tamp and a relay or audible base when used with a PXL or MXL Series control panel, other panels will allow one accessory per detector.The RSA -11 Remote Sensitivity and Alarm indicator duplicates the multi -color LED of the detector at a remote location to indicate normal operation (green), trouble or out of sensitivity (amber), or alarm (red) for detectors located in out of the way places such as duct detectors, under computer room floors, or above suspended ceilings.The RL-11 is simply a remote red LED to indicate an alarm condition of a detector. The RR -11 is a relay module that may be added to the DB -11 base for use as a relay base.The RR -11 incorpo- rates a single pole double throw relay to allow detector control of dampers, doors, or other equipment where this control is required.The ApB -11 is an adapter that transforms the DB -11 into an audible base where local annunciation from an individual detector is desired. For installations where the need to use a PE -11 in an existing Pyrotronics DB -3S base is desired, a DB -ADPT adapter will allow for that installation.The DB -ADPT twists into the DB -3S and the PE -11 twists into the DB- ADPT just as it does into the DB -11 base. The PE -11 and all of the above listed accessories are UL and ULC listed, and approved by CSFM and NYMEA, and other local boards where applicable. • ,a Application Data The PE -11 is fully compatible with other Pyrotronics low voltage detectors and may be intermixed on the same conventional zone circuit.The PE -11 is applicable to the 30 foot spacing (900 sq. ft.) as referred to in the National Fire Protection Standard 72.This detector spacing, however, is based on ideal conditions and should be used only as a guide in planning detector layout. Do not mount detectors close to ventilation or air conditioning outlets that may move smoke away from the detector. Exposed joists or ceiling beams may also effect safe positioning of smoke detectors. It is mandatory that engineering judgement be applied regarding detector placement and spacing. Architect and Engineer Specifications The photoelectric smoke detector shall be a plug -in unit which mounts to a twist/in base and shall be UL listed. The smoke detector shall operate on a two -wire circuit and shall contain a multi -color LED indicator indicating the detector is operational by flashing green, trouble by flashing amber, and alarm by flashing red.The detector shall be continually self testing with visual operation indication and not require additional hardware or contact with the detector for testing purposes. The detector shall allow for easy cleaning or replacement of screens and /or chamber components without affecting calibration. The base assembly into which the detector is installed shall be a twist/in design with screw clamp terminals. A security lock shall be installed in those areas where tamper resistant installation is required as indicated in the drawings. The detector or group of detectors shall require a two- wire circuit of #18 AWG thermoplastic fixture wire enclosed in conduit, or #18 AWG limited energy shielded cable without conduit, if permitted by local building codes. All wiring shall be approved for fire alarm use and in compliance with national and local codes. When required, the smoke detector shall contain a 135 °F fixed temperature self restoring heat sensor. Actuation of this device shall lock the detector alarm circuit. The detector shall be Pyrotronics Model PE -11 or Model PE-11T with a DB -11 surface mounting base. Technical Specifications Current Requirements: Normal - 100mA peak Alarm - 40mA Voltage Range: 16 - 26.6VDC Operating Temperature: 0 - 39 °C Humidity: 93% non - condensing Model Description Part Number PE -11 Conventional Photoelectric Smoke Detector r 500 -094150 PE -11T Photoelectric Smoke Detector with 135 °F Thermal Sensor 500 -095110 DB -11 Low - Profile Surface Mount Base 500 -094151 RLC -11 Remote Red LED, Ceiling Mount 500 - 694625 RLW 11 Remote Red LED, Wall Mount 500 - 694626 RSAC -11 Remote Multi -Color LED, Ceiling Mount 500 - 694935 RSAW -11 Remote Multi-Color LED, Wall Mount 500 - 695101 RR -11 Relay Module 500 - 694922 DB -ADPT Adapter for PE -11 to DB -3 Base 500 -094187 LK -11 PE -11 Detector Locking Kit 500 - 695350 DMK -11 Detector Maintenance Kit 500 - 695338 AD -11P Air Duct Housing 500 -095984 AD -11PR Air Duct Housing with Relay 500 -095657 AD -11 UK Upgrade Kit for Use in Older AD Series Duct Housing 500 - 695967 In Canada, Please Order. PE -11C Conventional Photoelectric Smoke Detector 500 -095630 PE -11TC Photoelectric Smoke Detector with 135 °F Thermal Sensor 500 -095982 DB -11C Low - Profile Surface Mount Base 500 -095687 Ordering Information Wiring Diagram TO INITIARNG CIRCUIT OF PYROTRONICS COMPATIBLE CONTROL PANEL CAUr1811 DB -11 DB-11 WITH RL -11'O11 RBA-11 REMOTE DEVICE * WIRE 18 TERMINATED WITH ALUO FOR CONNECTION TO BABE TERMINAL IL CAUTION: 1. Do not use looped wire under base terminal 5. Break wire run to provide supervision of connection 2. When a remote relay is used to control a critical system function, the relay and its associated detector and optional module(s) must be the ONLY devices on the initiating circuit. DB-11 WITH RR -11 REMOTE DEVICE BEE RR-11 001TAUATION p ssituo ION8 P/N 315.021a24 (BEE CAUTION 2) OPTIONAL MODULES RLC-11 aRLW -11 REMOTE ALARM INDICATOR RSAC -11 or RIATV 11 REMOTE ALARM1ENBRMTY INDICATORI END OF UNE DEVICE (NOTE POLARITY WHENAPPUCABLE) PE -11 Detector Mounted in DB -11 Base • • 3/4 " 1 2" • Siemens BuildingTechnologies Cerberus Division 6" Dia. 2 3/4" Dia. 4 1/8" Dia. Cerberus Division 8 Fernwood Road Florham Park, NJ 07932 Tel: (973) 593 -2600 FAX: (973) 593 -6670 Webslte: www.cerbpyro.com n 1 1/2" Cerberus Division 50 East Pearce Street 2/99 Richmond Hill, Ontario 10M L4B,1B7 CN SCD-IG Tel: (905) 764 -8384 February 1999 Printed in U.S.A. FAX: (905) 731 -9182 Supersedes sheet dated 3/98 Model Number Description Model Number Part Number Strobe Current U-S17 15/75CD Strobe 1.7 "D Flush or Surface Box for Horn / Strobe 500-696460 59 ma U-S17-W 15/75CD Strobe FIB 500 -696461 59 ma U-S17S , 15/75CD Sync Strobe 500-896482 58` ma s 1.1417S -W 15/75CD Sync Strobe : 500498483 59 ma U-S30 30/75CD Strobe 500-696464 88 ma U-S30-W 30/75CD Strobe 500-696465 88 ma U-S3OS 30/75CD elm Strobe : . 500498486 88 ma U-S305 W 30/75C0 SynoStrobe ' - 500496467 88 ma US80 60/75CD Strobe 500-696468 155 ma U-S60-W 60/75CD Strobe 500-696469 155 ma USBOS 60/75CD Sync Strobe , 500898470 155 ma US60S -W 60/75CD Sync Strobe • 500496471 155 ma US75 75CD Strobe 500498472 166 ma U-S75-W 75CD Strobe "+ 500 - 696473 168 ma U-S75S 75CD Sync Strobe 500. 898474 170 ma U475SW ' 75CP Sync Strobe 500-696475 170 ma U-S110 110CD Strobe 500-696476 249 ma U-S110-W 110CD Strobe 500-696477 249 ma US110S 110CD Sync Strobe 500. 696478 249 ma US1103W 110CD Sync Strobe - 500-698479 249 ma Model Number Description Model Number Part Number Strobe Current U-S17-C 15/75CD Strobe 1.7 "D Flush or Surface Box for Horn / Strobe 500-696874 59 ma U-S17-W-C 15/75CD Strobe FIB 500- 696875 59 ma US17S-C 15/75CD Sync Strobe 500.696876 59 ma US17S W - C , .': 15/75CD Sync Strobe 500-896877 59 ma U-S30-C 30/75CD Strobe 500496878 88 ma U-S30-W-C 30/75CD Strobe 500-696879 88 ma US30S-C ; 30/75CD Sync Strobe 500498880 88 ma US30S -W-C -- 30/75CD Sync Strobe 500-698881 88 ma U-S60-C 60/75CD Strobe 500-696882 155 ma U-S60-W-C 60/75CD Strobe 500496883 155 ma USBOS -C ■ 60/75CD Sync Strobe 500 - 696884 155 ma US60S W-C 60/75CD Sync Strobe 500496885 ' 155 ma US75 -C 75CD Strobe - = 500496886 188 ma U-S75-W-C 75CD Strobe - "+ 500 - 898887 166 ma U-S75S-C 75CD Sync Strobe 500496888 170 ma U- S75S -W-C 75CD Sync Strobe - 500 - 698889 170 ma U-S110-C 110CD Strobe 500898890 249 ma US110 -W-C 110CD Strobe 500496891 249 ma US110S -C 110CD Sync Strobe 504696892 249 ma US110S -W-C 110CD Sync Strobe 500 - 698893 249 ma Model Number Description Model Number Description FWB -1 Weather Proof Box 1/2" Pipe FBX -S 1.7 "D Flush or Surface Box for Horn / Strobe FWB -2 Weather Proof Box 3/4" Pipe FBX -SF 2.7 "D Flush or Surface Box for Horn / Strobe FIB Indoor Surface Box FBX -F 2.7 "D Flush Box for Horn / Strobe Ordering Information Stand -Alone Strobes - Wall Mount Strobe currents are Full Wave / Filtered UL environmental ratings 32°F to 120 °F, (0°C to 49 °C) with 85% humidity. Outdoor, -31°F to 150 °F ( -35 °C to 66°C), RH at 95 %. Note: For weather proof units, order model number FWB -1 or FWB -2 back box. Wiring From control panel notification — appliance circuit Accessories (Add ° -C" for Canadian ULC listed model) (Add "-CF "for Canadian French ULC listed model) Siemens BuildingTechnologies Cerberus Division Stand - Alone Strobes - Ceiling Mount To end of line device or class "A" circuitry Cerberus Division Cerberus Division 8 Fernwood Road 50 East Pearce Street Florham Park, NJ 07932 4/99 Richmond Hill, Ontario Tel: (973) 593 -2600 15M L4B, 1B7 CN April 1999 FAX: (973) 593 -6670 SCD -IG Tel: (9051764 -8384 Supersedes sheet dated 7/98 Website: www.cerbpyro.com Printed in U.S.A. FAX: (9051731 -9182 Replaces catalog number 2533 Model Number Part No. Description Shipping Weight Lb. Kg. MS-151 500 - 688458 SPST Manual Station 1 0.45 MS-157 500 - 688457 DPST Manual Station 1 0.45 SB-f5 500 - 688556 Surface Mounting Box 11/4 0.56 Reset Key 500- 620490 Reset Key 1I2 0.23 SB-5 Adapter Kit 500 - 688901 SB -5 Adapter Plate Kit (For installing MS- 151/157 onto an existing SB-5R Box) 3 4 0.34 Product and Accessories Ordering Information Mounting Data Contact Ratings Main switch MS -151 and MS -157: Siemens BuildingTechnologies Cerberus Division Surface Mounting the MS -151 and MS -157 125 VAC, 3A 20 -125 VDC, 3A 250 VACNDC, 1A Cerberus Division 8 Fernwood Road Florham Park, NJ 07932 Tel: (973) 593 -2600 FAX: (9731593 -6670 Website: www.cerbpyro.com IN MS -151 KNOCKOUT _ 25,4 _ -o IN IN MODEL SIB-15 OUT 4'/a in OUT MS -157 IN NOTICE: The use of other than Cerberus Pyrotronics detectors and bases with Cerberus Pyrotronics equipment will be considered a misapplication of Cerberus Pyrotronics equipment and as such voids all warranties either expressed or implied in regard to loss, damage, liabilities and/or service problems. Cerberus Division 50 East Pearce Street 4/99 Richmond Hill, Ontario 5M L4B,1 B7 CN SCD -IG Tel: (905) 764 -8384 Aprll 1999 Printed in U.S.A. FAX: (905) 731 -9182 Supersedes sheet dated 8/97 Model Number Part No. Description Shipping We ght Lb. Kg. MS -151 500 - 688458 SPST Manual Station 1 0.45 MS-157 500 - 688457 DPST Manual Station 1 0.45 SB-15 500 - 688556 Surface Mounting Box 1 0.56 Reset Key 500 - 620490 Reset Key Y2 0.23 SB-5 Adapter Kit 500 - 688901 SB -5 Adapter Plate Kit (For installing MS- 151/157 onto an existing SB-5R Box) 3 /4 0.34 Product and Accessories Ordering Information Mounting Data ALLEN KEY (PM 500. 620490) FIRE Contact Ratings Main switch MS -151 and MS -157: SCREWS (3) Surface Mounting the MS -151 and MS -157 125 VAC, 3A 20 -125 VDC, 3A 250 VACNDC, 1A RESET SCREW BACKPLATE KNOCKOUT 7 MS -151 IN IN MODEL S8-15 OUT 4% in OUT MS -157 IN NOTICE: The use of other than Cerberus Pyrotronics detectors and bases with Cerberus Pyrotronics equipment will be considered a misapplication of Cerberus Pyrotronics equipment and as such voids all warranties either expressed or implied in regard to Toss, damage, liabilities and /or service problems. Cerberus Division Cerberus Division 8 Fernwood Road 50 East Pearce Street Florham Park, NJ 07932 4/99 Richmond Hill, Ontario Siemens BuildingTechnologies T FAX: (973) 593 -6670 SCD -IG Tel: (9 5) 764 -8384 Aprll 1999 Cerberus Division Website: www.cerbpyro.com Printed in U.S.A. FAX: (905) 731 -9182 Supersedes sheet dated 8/97 Contact Person: City: 41/0 641 Received by: City: g4,6.5 of ANA/ 5.0 .e‘z Scope of work: ,/€ cod P / /?6 AI.4 -M MA ® /e=t7o - Permit Relationship: 4/4, eet Contact Address: c2 /$/ A/W 93 gd A,v Phones: #1 *GoS )C0) - (32$ Approved 1- Disapproved MIAMI -DADE COUNTY FIRE RESCUE REQUEST FOR INSPECTION OR PLANS REVIEW Dept. Application # ,D#0033 "0 D S33 Date: O 4 8/r7 a Matter Application # Plan review type (Check all applicable boxes.) 0 Building permit. (Check occupancy type.) /Fire Alarm permit. ❑ Sprinkler System permit. 0 Fire Supression Sytem 0 Water Main Ext./Fire Hydrant permit. ❑ Other Permit 0 Expired permit/ Renewal. ❑ Revision to .a permit still in process. ❑ Revision to an existing permit. 0 Previously disapproved by Fire. ❑ Miarni- Dade. County or '1Vlunicipality: City of V Occupancy Type: (Building permit only.) ❑ Storage /Warehouse 0 Health Care 0 Assembly (occ. 50 +) 1_1 Industrial 0 Board & Care 0 Special Structures 0 Business /Office 0 Lodging 0 Deten/Correction - Mercantile /Retail ❑ Apartments /Condo 0 Hotel/Dormitory g Educational 0 Tents Inspection eir uerted- 4Circle all applicable types.) FinatC.O.4 , Pteli iiria Y;eT.C.o ; :Fire Alarm; Fire Pump Test ;.Re- inspection;Sprinkler /Standpipe; Other Please print all information clearly. Process number: Permit number: Pe Cost of contract: '' /OO. Square footage: No. Stories vZ Project Name: Job Address: ,8A/?, Y !//V /1/EPt:2'4 CQL)I 4gii ?JAj AWi2 adss#00.41.5 State: FL Zip: Company Name: .SV " ✓wore EGEe7 /C1J ea.*: /iI/C. ( i.e. Applicant; Arch.; Eng.; Expeditor: Contractor.) State: PG Assigned to: # 2 *(2aS )3i - 8/413 Fee Due Zip: 331.72 (* Include message code) 0 I am requesting a Special Request Inspection on the following date and time: I understand that the rate will be $75 per hour for each inspector with a minimum of 4 hours. I will need inspectors. Signature: MI am requesting a Special Request Plans Review to be scheduled as soon as possible at the rate of $150 for the s t hour •' d $50 . er each additional hour. Minimum 1 hour charge. Signatur For information call: Miami -Dade County Fire Rescue 305- 375 -2771 combo form rev. 9/20/00 14/7afe )41.0.<3 /00s79 c_SY-/ox (77 • s PERMIT APPLICATION FOR MIAMI SHOIcAS VILLAGE 11300 Northeast Second Ave Date July 17, 2000 Job Atkkess Miami Shores. FL 43161 Tax Folio 11 -2136- 000 -0050 A portion of the SE 1/4 of the NE 1/4 of section Legal Description 36, township 575, range 41 F in Miami Dade Gory Dedgnged: Yes No roc( Owner/Lance /Tenant Barry University, Inc. Owner's Address 11300 NE 2nd Ave, Miami Shores, FL 33161 Phone 305 - 899 -3052 Contracting Co Beauchamp Construction Co., Inc. Address 247 Minorca Ave, Coral Gables, FL 33134 Qualifier Mr. Donald L. Crissey SS# Phone 305 - 455 -0819 State # GCG 042059 Municipal # ArchiteWEaginoer Harper Partners, Inc. Bonding Company Not Applicable Mortgagor Not Applicable •1/4 ACEVEDO SOTO Vi tz MY COMMISSION # CC 841281 140,11, EXPIRES: May 31, 2003 14800$.NOTARY Fla Notary Service & Bonding Co.' as to Omer My • ;on E FEB: PERMIT APPROVED: Zoning j 4 RADON 7 - 2.0e0d of . , . Date dy Ulloa, Assoc . t ° for Facilities Management lti ConveteacY # Date 6 Mechanical Flaoambing Sttucheal Master Permit # 2 Ins. Co. On File Addmtss 550 Biltmore Way, Coral Gables, FL 33134 Address Square Ft. 1,494 square feet Estimated Cost (value) $ 29,921.00 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Exterior sidewalk and entry door at the University library. WARNING TO OWNED YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above; and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and wing. Furthermore, I authorize the above -named contractor to do the work stated. For -rry Univ- ity, Inc. Mr. Do, ssey P - w " - My Commssion Expires 4,1 °a Denise E Rusinque * - *MY Commission CC$47166 'S Expires June 16, 2003 C.C.F. / g ' NOTARY ° BONDOL/ TOTAL DUE DATE RECEIVED FROM 24'keti /1, /Att. $ Q FOR REI : "tFOR �[jt ACCOUNT PAYMENT BAL. DUE /-a Admt, 0 CASH FROM 0 CHECK 0 O MONE Y BY ORDER TO 00 07 /21 /O0TtTL No. 1273382 is7r 1 75.00 DOLLARS 1182 ER OF TRANSMITTAL To ` _ w �6LJ 1 e ° \ Date 07- 2/-o Project 8 ,022 1 6/ U ' CG !a_ CI A SSR-6 6 wt We are sending you ❑ Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter BEAUCHAMP CONSTRUCTION CO., INC. GENERAL CONTRACTORS ❑ Prints ❑ Change order ❑ Plans Copies Date 54, 2--- Description A P nI /6/47 -7C J 0-' P /Qiny LL brA r f d g.,z)o-.? '- -c,r4 These are transmitted as checked below: ❑ For approval ❑ Approval as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approval as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ For bids due Signed: 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -4405 (305) 445 -0819 • FAX (305) 447 -0941 Project No: q `i 5 the following items: ❑ Samples ❑ Specifications Remarks: - Copy to J03 ST E: L i bra v1 -- 11300 NE 21,11 Av TYF OF R.S =M': 5"ae-, COLE SECTION P.M2 's.00_?TI : CcMMTIS or m;165 Shaw' take-re new dCr is be r 4 - 5 /fled, vi©r de-4711 o !1s a.t[ vi--; avt t amedvz-cf A rav olexar 1 elsr a-p to /oo FLANS 7 T=m 7 NATCCN traw;r13 A -boa 51111 doe s door '15 6 <a y 7L4 11 e_al, acs- s•�s 73 D.- 7/2.% By.: "A = d' .ih e u cohere 1/ e 'IZe I- l der 057 , /hits d rahV A✓tq doesvl ` f f m-ok aii Mis, nhe Ire ecsseiodlii 54 o dil Ple c .0ro/ a, a4/ wM ,s beier perm 9 �' e r ?%e Shop a t ' v r 2 a / r k 1 $ suLni i T . doci444,oyt t /i here. n DATE: FR: f/ MESSAGE: TO: L BUILDING AND ZONING DEPARTMENT [0050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 3338-2382 TELEPHONE (305) 795-2204 FAX (305) 756-8972 FAX : d �� oo7 9 FAX: NUMBER OF PAGES, INCLUDING COVER SHEET: TRANSMISSION VERIFICATION REPORT DATE ,TIME 08/01 12:04 FAX NO./NAME 93054760073 DURATION 00:00:34 PAGE (S) 02 RESULT OK MODE STANDARD ECM TIME : 09/01/2000 12:05 ARCHITECTURE / PLANNING / INTERIOR DESIGN FIN. 2ND FL EL.+ 20.96' 1/2Y -0 ACCESSIl3LE DOOR SECOND FLOOR PLAN AI ENTRY LEVEL EL+ 165 EXISTING CONSTRUCTION TO REMAIN REMOVE EXISTING FIN. FLOORING INSTALL NEW VCT. PROVIDE TRANSITION STRIP TO EXISTING FLOORING NEW ALUMINUM DOOR AND FRAME REMOVE EXISTING WALL FROM FINISH FLOOR TO REQUIRED ROUGH OPENING HEIGHT ANCHOR TO EXISTING MASONRY IN ACCORDANCE WITH MIAMI -DADE COUNTY PRODUCT APPROVAL EXISTING FINISHED TO REMAIN PATCH TO MATCH TYPICAL EXISTING BOOK DROP TO REMAIN Project Pia 0059J2 Project Nome harry University - Library Accessibility Date 8/04/00 Reference NOTE: INDICATES LOCATION OF POWER ASSISTED DOOR PUSH PLATE POWER-ASSISTED DOOR TO �l COMPLY WITH ANSI/BHMA AI$6J9 -1984 THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAVOIG ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECT/ENGINEER. COPYRIGHT HARPER PARTNERS, INC. 1999 Sheet No.: I of 4 550 BILTMORE WAY, PENTHOUSE 2— CORAL GABLES, FLORIDA 33134 — (305) 476 -1102 * FAX (305) 476 - 0073 * harperpartners.com — AA 0002442 RT \E S,NC ARCHITECTURE / PLANNING /INTERIOR DESIGN 3x3x " 4 WITH S' BEARING IN EXISTING BLOCK JOINT EACH END Project No. Date PATCH TO MATCH EXISTING FINISH 805912 8/04/00 3 ° CAULK VARIES PER PRODUCT APPROVAL 2" HEAD DETAIL EXISTING FINISH TO REMAIN EXISTING Project lie Barry University - Library Accessibility Reference ANCHOR TO EXISTING MASONRY IN ACCORDANCE WITH MIAMI -DADE COUNTY PRODUCT APPROVAL PT. WOOD BLOCKING PATCH TO MATCH EXISITING STUCCO STUCCO ON WIRE MESH CAULK ALUMINUM FRAME ALUMINUM DOOR REMOVE EXISTING WALL FROM FINISH FLOOR TO REQUIRED ROUGH OPENING HEIGHT THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CON1134TS OF THIS DRA%1NG ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OT}WR PARTY EXCEPT AS AGREED TO BY THE ARCHITECTANGINEER. COPYRIGHT HARPER PARTNERS, INC. 1999 Sheet Ne;: 2 of 4 550 BILTMORE WAY, PENTHOUSE 2— CORAL GABLES, FLORIDA 33134 — (305) 476 -1102 * FAX (305) 476 -0073 * harperpartners.com — AA 0002442 ARCHITECTURE / PLANNING /. INTER60R DESIGN PATCH TO MATCH EXISTING FINISH f CAULK 3 ° =1' -0 VARIES PER PRODUCT APPROVAL 2 " Project No. 805912 Project Nano Barry University - Library Accessibility Date 8104,00 Reforms EXISTING FIN15 4 TO REMAIN EXISTING ANCHOR TO EXISTING MASONRY IN ACCORDANCEWITI-1 MIAMI -DADE COUNTY PRODUCT APPROVAL PT. WOOD BLOCKING PATCH TO MATCH EXISITING STUCC CAULK NEW ALUMINUM DOOR AND FRAME HIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT IE 1RANSMIT RED 10 ANY OTHER PARTY EXCEPT AS AGREED 10 BY THE ARCHITECT/ ENGINEER. COPYRIGHT HARPER PARTNERS, INC. 1999 Sheet No: 4SK=3 3 of 4 550 BILTMORE WAY, PENTHOUSE 2— CORAL GABLES, FLORIDA 33134 — (305) 476 -1102 * FAX (305) 476 -0073 * harperpartners.com — AA 0002442 HARM PMTNERS,NC, ARCHITECTURE / PLANNING / INTERIOR DESIGN ALUMINUM DOOR FRAME NEW VCT AI EXISTING FL. LINE EL.+ 2096 CAULK CONTINUOS JOINT FILLER — CONTROL JOINT CONTINUOUS Project No. 805912 Project Nerve Barry University - Library Accessibility Date 8/04/00 Reference 3 " = P -0 EXISTING WALL BEYOND ACCESSIBLE TI.4 ESNOLD TOP OF LANDING ACCESSIBLE RAMP SILL W LANDING EL+ 20.46' THIS DRAWING IS THE PROPERTY OF HARPER PARTNERS, INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT EE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED 1D BY THE ARCRTECT/ENGINEER. COPYRIGHT HARPER PARTNERS, INC. 1999 Sheet No.: 45K==4 4 of 4 550 BILTMORE WAY, PENTHOUSE 2— CORAL GABLES, FLORIDA 33134 — (305) 476 -1102 * FAX (305) 476 -0073 * harperpartners.com — AA 0002442 C� PERMIT APPLICATION FOR MIAMI SHORES VILLAGE �G� Date q ob Address / 13 a 0 ' 7110 e Tax Folio Legal Description Historically Designated: Yes No li 6 S r' avt. Owner/L essee / Tenant �J &r r ( I n i'�Q r-.S 11 1 y-(�,. C % P o r Master Permit # 4" 74 dS (suppid410147) Y y Owner's Address Phone Contracting C, 5 \4 q - y f L % w.S Address Q u a l i fi e r h t e.A > t Z x - , � � - % Phone 96V 38 -55n State # eo `l g 78Divfonicipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 11 ( c vE c Square Ft. Estimated Cost (value) C,�� 6. WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for Fr .F.CTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFN7DAVIT: I certify that all the foregoing information is accurate and that all work • , • mpliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: APPROVED: Zoning Building Mechanical Plumbing C.C.F. Notary as ontractor or Owner Builder Date My Co i i ion Expires: NOTARY Electrical BOND TOTAL DUE Structural Engineer uj 1 .J MGI. ELECTRICAL 0 - G FUMIN N° 4 6 7 64 Et PERMIT ma,57er - 7 - / 7 ROOFING 0 \ Owner al Bedding irry i)ii ; Ve y5 h i c ali b :C/S/ Parilwalsd uRder rr7 VseZthig c1-41;Q WIrkriliml 4.. :44-49-.15 4-111:::;S 0 ‘ R t It Arcleitax Contractor Pernik 2 0.5" Tik r l e_s ar Reader -- k ) 741 lt) /17 — Pi d — /hi .AT 14 1 CCF: Subdi- ... Notary: Lqtal . Lot vistas ****. 4 Z •fi Docriptino ' II Bu - ''' Sq. Ft.: Bolids --;• . Batons _.__. c•Ji Addams of Lading - / 1 30 0 ive a c.4,-e. - Value al Project $ 2 i COO .....-- ._ A Prtm a r g) 2 czz, Thin prank ia granted to the contractor or boiler mooed above t eansaroet the building or to anal the equip' mem of dm ..' iee%escr ibedin dm spplica- . .sz, kl7 1' tian herefor ia grim romplianee with all ordinances pertaining thereto sag with the undemanding that the work will be performed in compliance with any plank dia " statements or specifications that y have hem submitted to and approved by the proper nuushipal antheritiet. This Permit may be :evoked 1 la asty time the week la not dope a: map with sash ordinances or if the plans are changed without authorizadea. A further condition upon which this C S ‘03 permit is gemmed is the undentemfing that th moireetor or builder named above mom= the reeponsilsility fat a tholes:* knowledge 'of the erdizanees and eqpdatimo pestainiag m the wort rod by whether &awn on the pleat or drawings or in die abatements or specilieadoes and thar.he mama tempos E a. 1 5, \ sesTsi fee mak dome by 1de a . AV elloPhrfees - .. . • V '''' ' ' ,„ .. Lei Ad • - • (INSPECTOR) ' • , BY - -... .% •' .. . 0 h consideratao of the af this wade / agree to petfams the weak covered Icteunder in cemplianet with alt orcliiiances inli regulations I .. parbeining thereto and io stria ry with da am, drawings, scatenume. or specifications submitted to the ropes authorities ' Miami Shares Village. . G Ms pamit I A, palm .. y i ;, ," - all week done hy either, mysen, ray nem, servant cm employee. . ,,, .. / la ea ( A —tcdt..41:i OD I OD 4 P 1 ' , cti I i 4410- "VEI lithwit4G ( i) MIAMI SHORES VILLAGE,—FLORIDA BY • 5 o er aQ o2- Gee' BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle): Building Electrical Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Owner's Name (Fee Simple Titleholder) R i t kr'y t a l e " - Cot I I (f Phone # 301I 5' ?q ^ 3 ec 2 Owner's Address //3 00 ,t4f 2. /lit' City "141, Share State 67 L Tenant/Lessee Name City Iti iami Shores Village Type of Work: ❑Addition / ❑Alteration Describe Work: 70, s7` / (A1 / — laX T /- /?Xe r7 (- ( `{ ' 4 d //jrSirc. * / / •fir . 5 - /c/A Zip Job Address (where the work is being done) / /t' 112 / /S' Sr County Miami -Dade Is Building Hlstorically Designated YES NO Contractor's Company Name 4,1 /' 4e (4. i/ 4 G" Phone # 3) S .Zs' 5- 8 3 / • 14.s4' Contractor's Address /0 /ge s/ City ,41 / ie /AM( State IC Zip 33 / Qualifier G'`a S C4R -boti State Certificate or Registration No. G C C• C 5 Certificate of Competency No. Architect/Engineer's Name (if applicable) / ftc ie A•v- 1+vS Phone # 3/6 Phone # 5 Value of Work For this Permit l< O, C)OO y 2 to a 9 . g � oota e **** *****w s * ** * * * * * **** ** * * * ** * ** ** ** * * ** Submittal Fee v Permit Fee $ TO CCF $ Notary $ Training/Education Fee $ Scanning $ • Radon $ Code Enforcement $ Total Fee Now Due $ */, (Continued on opposite side) Master Permit No. C?(D - t`.4 Mechanical Roofing Zip 33 / G / Structural Plan Review. $ place ❑ Demolition / ? " tver4 / ;%d4 / l/l — ddcv(/Re) Technology Fee $ Zoning Btlnd $ CO /CC 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 RESDLT 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. 4i the, absence of such posted notice, the inspection will n e approved « < a reinspection fee will be charged. Chc 05/13/03 Signature w�!.. ► ►_..�� Owner or The foregoing instrument was acknowledged before m,c this 0 . day 00 GAO , 20Q5_, byC Y) G 4e3 coroo7 who is personally kri_m to me or who has produced who is personally known to me or who has produced - The foregoing instrument was acknowi- • ged before me this day of MX14— , 20 w by 2tatut ' j VGt r f"J ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: T As identificatikv and who did take.a . oath_ l� „, lt�ot — •• � A ' ' Nagy pubic Sta N� � � , UBLIC: Sign: l° 042613%�: Print: acc -fret i put, Sail . i; Banded By P ionaMNotayAssnFrint: My Commission Expires: - "CS M Commiss Exp iq ********************** *********** *** **************** ***************************'44vNv tification and who did take an oath. Plans Examiner Engineer Zoning 12/09/2004 THJ 15:01 FAX 4 ' 4 4 BARRY RES. II 1 002 /003 ENGINEERING No of Copies INTERIORS AA 0002442 EB 0007953 Date: HPI Proj. # To: Company: From: Project: Re: 1 H RPNtPARTNERS, INC. LETTER OF TRANSMITTAL December 8, 2004 1104031 Dean Thomas Beauchamp/Design Build 247 Minorca Avenue Coral Gables, Florida 33134 Edward F. Cannon, AIA Barry University, Residence 2 Public Works Permit for Water Line ARCHITECTURE We are sending: Herewith ❑ Under Separate Cover ❑ Prints ❑ Samples ❑ Copy of Letter ❑ Specs. ❑ Shop Drawings ❑ Literature ❑ Tracings ❑ Change Orders ❑ Other /See Below Description: Copy of Approval Routing Slip for Permit ❑ Approved 0 Revise & Resubmit 0 Per Your Request ❑ Approved As noted ❑ For Your Use ❑ For File or Distribution ❑ Not Approved ❑ For Review /Comment ► t Other - FYI PLANNING Remarks: Dean, We finally made Will It is my understanding that you or your subcontractor for the work can contact Miami -Dade County Department of Public Works on December 7, 2004. See attached for contact. Sent Via: Hand Delivered Copies To: HPI File 1104031- 4.1 201 Alhambra Circle, Suite 800, Coral Gables, Florida 33134 -5108 (305) 476 -1102 — Fax (305) 476 -0073 — (800) 218 -5080 web page: www.harperpartners.corn e-mail: info@harperpartners.com 12/09/2004 THU 15:01 FAX BARRY RES. 1I L003/003 EXHIBIT "A" REAL PROPERTY DESCRIPTION The SW I/ of the NE % of Section 36, Township 52 South, Range 41 East, lying and being in Dade County, Florida. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 49 .;�. .. car, eeida ceiber '‘I‘toesli nM cwn no29a932 OWNER: BARRY UNIVERSITY, 4. C B "' Timothy Czerniec Treasurer ATTACHMENTS: (check if applicable) .X Legal Description, Exhibit "A" X Bond, Exhibit "B" (a copy of Bond, if any, must be attached) (MUST BE SIGNED BY OWNER. NO ONE ELSE PERMITTED TO SIGN) STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this day of , 2004, by Timothy Czerniec, who ✓is personally known to me, OR has produced as identification. NOTARY PUBLIC 4. Contractor: (name and address) Beauchamp Construction Company, Inc. 247 Minorca Avenue., Coral Gables, FL 33134 a. Phone No.: 305 -445 -0819 b. Fax Number. (Optional, if service by fax is acceptable) 5. Surety a. Name and address: St. Paul Travelers Property Casualty Group, 1000 Legion Place., Suite 1100, Orlando, FL 32801 -1026 b. Phone No.: 407 -649 -2978 c. Fax Number. (Optional, if service by fax is acceptable) d. Amount of bond: $ 5,818,753 6. Lender: (name and address) Bank ofAmerica, N.A.. 1111 East Main Street, 6th Floor, VA2- 300- 06 -17. Richmond, Virginia 23219 Attention: Ann M. Lewis a. Phone No.: 804 - 788 -2216 b. Fax Number. 804- 788 -2248 (Optional, if service by fax is acceptable) 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) a. Phone No.: b. Fax Number (Optional, if service by fax is acceptable) 8. In addition to himself. Owner designates Bank ofAmerica, NA., 1111 East Main Street 6th Floor, VA2- 300-06 -17, Richmond, Virginia 23219 Attention: Ann M. Lewis and Frank G. Burt. Esq., Jorden Burt, 1 P. 777 Brickell Avenue, Suite 500, Miami, FL 33131 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone No.: 804-788-2216 b. Fax Number. 804 -788 -2248 (Optional, if service by fax is acceptable) n.. nnn....rarer.. a mat n.- .- ........, r... • .s r...,..•. •■•+•.•ns.t tera annnn wv i is.+rn ,r'* rest rim ro.0 ftnrnrr n• rnatmern.nro .ratrw nnr PREPARED BY/RETURN TO: MARK E. RAYMOND, ESQ. POST OFFICE BOX 3888 WEST PALM BEACH, FLORIDA33402 STATE OF FLORIDA COUNTY OF MIAMI DADE 1. Legal Description of NOTICE OF COMMENCEMENT property: 1111111111111111111111 1111111111111111111111 C:FH 2004-R087101 s B OR Ek 22706 Pss 2211 - 2227; (17p RECORDED 10/05/2004 14 :21:21 HARVEY RUVIH, CLERK OF COURT 1IA tI -0ADE COUNTY? FLORIDA THE UNDERSI !DI P lervbr givesnotiee- thataumprovanents 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. This notice shall be of no force and effect if construction is not -commenced withimninety (90) days of recordation. See Exhibit A Street Address of property:..,_140 NW 115 Street Miami Shores FL 2. General description of improvements: Construction of 173 bed Student Residence Facility — Phase IL including utility distribution, parking, storm drainage, site lighting and landscaping. 3. Owner information a. Name and address: Barry University, Inc. Atm Freddy Ulloa 11300 Northeast Second Avenue Miami Shores, FL 33161 b. Interest in property: Fee simple c. Name and address of fee simple titleholder (if other than Owner): Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1/10/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 N.W. 115 Parcel # PARC2004 -8 Legal Description: Plumbing Permit Permit Number: PL2005 -4 UNIVERSITY BARRY ST. Contractor BLUE WATER PLUMBING CO. Contractor's Address: 10855 SW 188 ST Local Phone: 305/253 -8031 Fees: Description Amount FEE2005 -292 Building Fee $900.00 FEE2005 -293 CCF $18.00 FEE2005 -294 Notary Fee $5.00 FEE2005 -295 Training and Education Fee $6.00 FEE2005 -296 Technology Fee $22.50 FEE2005 -297 Submittal Fee ($50.00) Total Fees: $901.50 Permit Status: APPROVED Permit Expiration: 7/3/2005 Construction Value: $30,000.00 Work: INSTALL 2 NEW LINES TO EXISTING 12 WATER MAIN 1- 12X 6 T, 1 -12X8 FIRE HYDRANT 1 Page 1 of 1 Total Fees: $901.50 Total Receipts: $0.00 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 1 PRE1AARED BY/RETURN TO: MARK E. RAYMOND, ESQ. POST OFFICE BOX 3888 WEST PALM BEACH, FLORID STATE OF FLORIDA 1. Legal Deseption of NOTICE OF COMMENCEMENT COUNTY OF MIAMI-DADE THE UM 0' �. , m A Ai , gives-notiee-that4Mproatements will. be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following informationisprovided in this Notice of Commencement. This notice shall be of no force and effect if construction is not comm r , (90) days -of recordation. Street Address of property:.140 NW 115 Street Miami. Shores FL 2. General description of improvements: Construction of 173 bed Student Residence Facility — Phase IL inck utility distribution. parking storm drainage. site lighting and landscaping. 3. Owner information a. Name and address: r U mvexs► Inc. Attn: Freddy Ulloa 11300 Northeast Second Avenue N.f ami Shores. FL 33161 b. Interest in property: Fee simple propu See Exhibit c. Name and address of fee simple titleholder (if other than Owner): 1 111111 1111111111 11111 11111 11111 11111 1111111 CFH 2004R0870180 OR Bk 22706 Pgs 2211 - 2227; ((1711 RECORDED 10/115/2004 14 :21:21 HARVEY RUVIH: CLERK OF COURT MAUI-DADE COUNTY: FLORIDA 4. Contractor. (name and address) Beauchamp Construction Company, Inc. 247 Minorca Avenue. Coral Gables. FL 33134 a. Phone No.: 305- 445 -0819 b. Fax Number. (Optional, if service by fax is acceptable) 5. Surety a. Name and address: St, Paul Travelers Property Casualty Grow, 1000 Legion Place., Suite 1100. Orlando. FL 32801 -1026 b. Phone No.: 407 -649 -2978 c. Fax Number. (Optional, if service by fax is acceptable) d. Amount of bond: $ 5.818,753 6. Lender. (name and address) Bank ofAmerica. N.A., 1111 East Main Street, 6th Floor. VA2- 300 - 06-17, Richmond, Virginia 23219 Attention: Ann. M. Lewis a. Phone No.: 804 - 788 -2216 b. Fax Number: 804 -788 -2248 (Optional, if service by fax is affable) 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(1Xa)7, Florida Statutes: (name and address) a. Phone No.: b. Fax Number ( Optional, if service by fax is acceptable) 8. In addition to himself, Owner designates Bank of America. N.A., 1111 East Main Street 6th Floor. VA2- 300 - 06-17, Richmond. Virgnia 23219 Attention: Ann M. Lewis and Frank G.. Burt, Esq., Jorden Burt. LLP, 777 Brickell Avenue. Suite 500. Miami, FL 33131 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone No.: 804 -788 -2216 b. Fax Number: 804-788-2248 (Optional, if service by fax is acceptable) CADOCUMENTS AND SErTINGS\RJLLOAILOCAL SETTINGS\TEMPORARZf INTERNET FILES\CLK2\NOTICE OF COMMENCEMENT1.D0C 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Cmayi Bolds Garber • • My Commission +a oi Expires May O8.2Im8 OWNER: BARRY UNIVERSITY, ./ Timothy Czemiec i Treasurer C (MUST BE SIGNED BY OWNER. NO ONE ELSE PERMITTED TO SIGN) STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this , day of L2r . 2004, by Timothy Czerniec, who 1# personally known to me, OR has produced as identification. ATTACHMENTS: (check if applicable) X Legal Description, Exhibit "A" X Bond, Exhibit "B" (a copy of Bond, if any, must be attached) NOTARY PUBLIC C:\DOcUMENTS AND SETTINGS\FULLOA\LOCAL SETIINGS.1TEMPORARy INTERNET FILESIOLIC NNOTICE OF COMMEN MENTI.DOC EXHIBIT "A" REAL PROPERTY DESCRIPTION The SW % of the NE % of Section 36, Township 52 South, Range 41 East, lying and being in Dade County, Florida. CADOCUMENTS AND SET BNGS\FULLOAVACAL SETTINGS\TEMPORARr INTERNET FILES OLK2\NOTICE OF COMMENCEAENT1.13OC z %d MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 6 /` 147'5 Type Insp'n ,`iGg 1 % C Permit No. C L- G - C Name GY �'° t1/4_2(3 Address l 0 ( Company Phone # 1 3 e t 7 Inspection Date Approved re Correction ❑ Re- Insp'n Fee ❑ F 0= L / ! BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building State Certificate or Registration No. ER 0 013 5 7 4 Total Fee Now Due $ 0 Da i3 (Continued on opposite side) Miami Shores Village a :EFvll{ Building Department MAY 2 4 e 10050 N.E.2nd Avenue, MViiami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. etO '5- ROES Master Permit No. '2er ,y Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) fic /iv 6 " /' g',,►o Phone # 3C5 ® 5Z Owner's Address r //3 'C ' / 2 A d 1 ' City t1 //My' i'a' d S r tate f" - Zip 3 3/r Tenant/Lessee Name Phone # Job Address (where the work is being done) /V ,w //_r 71 5 7>64',7 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name / g ..2. C Phone # 3 E.- 2/- e Contractor's Address 5 571/ 7 i ` 4 /<i ^rr� S c'i e 2c) / City /7i i'-a,1 State /' � c�;,�� " Zip 3 / Qualifier Certificate of Competency No. CC 01 E 0 0 0 5 62 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ,? , G') Square Footage Of Work: Type of Work: ['Addition ❑Alteration ,QNew ❑ Repair/Replace 1: Demolition Describe Work: " ( i2"r 7 �P� p� a r / dy - / ;:ri7 776 �r7-� 7 A�,.®,L a 7 4- / ?/'5 r e /V h 7?'�f', ems' /4 * / f " -- 6.5 -t . * * * * * * * * * * * * * * * * * * * * * ** * **** F * * * **** * * * ** * ** * ** * * * * * **x *Arst , 4 ; ",,y. 4, •:, Submittal Fee $ Permit Fee $ l !� fA r , 4 CCF $ r, CO /CC Notary $ -, Training/Education Fee $ / �� Technology Fee $ �, Scanning $ 3 . Radon $______,------ Zoning ----'---.. Bond $ '--- Code Enforcement $ Structural Plan Review. $ ,----- ----- e----- 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 YOIIR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be a proved and a reinspection fee will be charged. F A r.Ve V ti Signatur Owner or Agent ,+ The foregoing instrument was acknowledged before me this / ' 7 The forego' ' :f ent was acknowledged before me this day of _CL+./ , 20 Gtr, by - ere �- WI 0 , day of 1 20 ss., by t // - g /cie. who is pers�y known to me or who has produced who is personally known to me or wh has produced As identification and who did take an oath. as identification and who did take an oath. NOT Sign: Print: 0 + . 674ai4.4&dClY My Commission Expires: Chc 05/13/03 .► VP LI IC: APPLICATION APPROVED BY: U� > ' ' '1 Notary Public - State at Florida • rGGo not iorlFxpN oirt21,2a07 Bonded By Notary Assn. * * * * * * * * * * * * * ** Signature 4s Contractor NOTARY PUBL Sign: Print: My Co Engineer Zoning * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * xe Plans Examiner Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/3/2005 Applicant: BARRY Owner: UNIVERSITY JOB ADDRESS: 140 Contractor MR1 CORPORATION Local Phone: 305 - 261 -6000 Parcel # PARC2004 - 8 Signed: N.W. 115 Legal Description: (INSPECTOR) Electrical Permit Permit Number: EL2005 -168 UNIVERSITY BARRY ST. Contractor's Address: 5741 SW 7TH ST Permit Status: APPROVED Permit Expiration: 11/20/2005 Construction Value: $55,000.00 Work: FP&L DUCT BANK EXISTING TRANSFORMER AT RES 1 TO NEW TRANSFORMER AT RES 2 Page 1 of 1 Fees: FEE2005 -7249 FEE2005 -7250 FEE2005 -7251 FEE2005 -7252 FEE2005 -7253 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $1,925.00 $33.00 $11.00 $48.13 $3.00 $2,020.13 Total Fee42,020.13 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMI SHORES VILLAGE BUILDING- DEPARTMENT 305-795-2204 Building Inspection;Reqaest Date Type Insp'n —^\ On \Di Permit No. 2m5 ..Name ° Address'\'O Ok. 14 kle- lite - Vol:a 1 71k.)16j-;\ '' it; 1 ' CO Phone # 0‘ 114..106 Company Inspection Date Approved Correction Re-Insp'n Fee +4 a Permit No. 2415 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date Type Insp'n BwX ? no Name Address V I ZOO li t 14 kit Company 14 WGITt.1 17 10A4,1011% CO Phone # '1001 Z. SD31 Inspection Date 0 k () Approved Correction Re-Insp'n Fee • - r rcuri r 31/02/88 MON 12:43 FAX 1 954 724 9293 ARCH ALUMIINUM aj002 r BUILDING CODE COMPLIANCE '3FF CE METRO.DADE FLAGLER JII MD NO 140 WEST FLAOLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305 375 2901 - FAX 305): 75 -: a MS Arch Aluminum & Glass L.C. 10200 NW 67 Street Tamarac FL 33321 CONTRACTOR ENFORCEMENT 5UC11 ON • (305) 37S - 2966 FAX (305) :1754 908 PRODUCT CONTROL NM ON Your application for Product Approval of (305) 375.2902 FAX (305) :172 -E 339 Medium Stile Aluminum Storefront Doors - Impact Resistant under Chapter 8 of the Metropolitan Dade County Code governing Meuse of Alternate Materials i:Ind Types of Construction, and completely described in the plans, specifications and calculations as skllimi ted by: • Applicant, along with Drawing No. W98 -73, Sheets 1 thru 5 of 5. has been recommended for acceptance by the Building Code Compliance office to be used in Dade: County, Florida under the specific conditions set forth on pages 2 et seq. and the Standard Conditl.ons on page 3. This approval shall not be valid after the expiration date stated below. TheOffice of Code Compliance reserves the right to secure this product or material at anytime from a jobsite- ormanufactul ees plan p foI quality control testing. If this product or material fails to perform in the approved manner, the Cody Compliance Office may reVbke, modify, or suspend the use of such product or material immediate!.; f. 1 he ,applicant shall re-evaluate this product or material should any ammendments to the South Florida Built ling Code be enacted affecting this product or material. The Building Code Compliance Office reserve: the the right to revoke. this approval, if it is determined by the Building Code Compliance Office that tt.is product or material fails to meet the requirements of the South Florida Building Code. The expenm r of such testing will be incurred by the manufacturer. Acceptance No.; 974529.05 Expires:10/22/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GE1 ER 1 CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Buildiu g Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above., Approved: 10/22/98 Internet address: postmetuerObeOdinseedeonlies .cam MIAMI -DADE COUNTY. FI.ORI DA METRO -DADE FLAOLER BLI:LDI NO CONTRACTOR LICENSING 'sI CTi ON (305) 375.2527 PAX (305 ) 175' 338 guez Product Control Supervise r Director Building Code Compli anc s Dept. Metropolitan Dade Co am; Homeprge: bttp:I /www.buildiagradeeaiine.c um i'1 /02/94 MON 12:44 FAX 1 954 724 9293 ARCH ALUMINUM Arch Aluminum & Glass L.C. ACCEPTANCE No.: 7-0522 • APPROVED s OCT 9 Ilia— EXPIRES OCT 2 i NOTICE OF ACCJTAN+E: _SPECIFIC CONDITIONS 1. SCOPE ' _ ' 1.1 This approves an aluminum outswing storefront door, as described in Section 2 of this No ice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 liditi m for Miami -Dade County, for the locations where the pressure requirements, as determined. by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawin gs. 2. PRODUCT DESCRIPTION 2.1 The Series Medium Stile Aluminum Storefront Doors - Impact Resistant and its crimp *rents shall be constructed in strict compliance with the following documents: Drawing No W91:43 titled "Medium Stile Impact Alum. Entrance Door" Sheets.l_through 5 of 5 dated 09/11/98, s.agna d and sealed by Hurr ayoun Faro q, P.E., bearing the Henri-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Count, P °duct Control Division. These documents shall hereinafter ba referied to as the approved drawin gs. 3. LINIITATIONS . 3.1 This approval applies to single unit applications of pair of doors and single door only, as stow t in- r" approved drawings. Single door units shall include all components described in the active teat of this approval. , "• 3.2 Unit shall be installed only at locations protected by a canopy or over hang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront doors and its components shall be installed in strict compliance with he approved drawings. 4.2 Htnricane protection system (shutters): the installation of this unit will not require a but icane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state ant: following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREIWENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice: of Acceptance, clearly marked to show the components selected for the proposed insti llat on. 6.1.3 Any other documents required by the Building Official or the South Florida Building C ode (SFBC) in order to properly evaluate the installation of this syste M • =i ' erez, P.E. Prodie3control Exr miner Pr. ' I Control Division •2a- ICJ 003 r . I c - 1 1 - Io0o 4. ;4 JrrI rr JIvI 51/02/98 MON 12:45 FAX 1 054 724 9293 ARCH ALUMINUM t /" •Arch Aluminum OA Glass L.C. a ACCEPTANCE No.: _ 97- 051M — APPROVED : OCT 2 P t! 99 EXPIRES s OCT 2 2 .zoo NQT10E OF ACCEPTANCE: STANDARD CONDITIPNS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has ban 1 iled and the original submitted documentation, including test supporting data, engineering docurclent. , are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, c ity, ;tate, and the following statement; "Miami -Dade County Product Control Approved", or as specifl call y stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this prod uct • and the product is not in compliance with the code chanjes; b) The product is no longer the same product (identical) as the one originally approved; e) If the Acceptance holder has not complied with all the requirements of this acceptance, includnni the correct installation of the product d) The engineer who originally prepared, signed and sealed the required documentation itdtiallly submitted is no long practicing the engineering profession. - - d. Any revision or change in the materials, use, and/or manufacture ofthe product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has, 'lint requested (through the filing of a revision application with appropriate fee) and granted by this o ffice. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and foil wed by the expiration date may be displayed in advertising literature. If any portion of the •otict of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it appll i es, ;hall be provided to the user by the manufactprer or its distributors and shall be available for insp. ctic n at the job site at all time, The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and rem ova ovs I of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. M el Perez, P.E. Prod Pr t Control Division END OF THIS ACCEPTANCE - 3 - IdJ004 otttrol� Exf miner r. u. 21 fe of oa. O.L. O►& Sr 3Lr UFO MOM URI NOM ( 0/XX ) TESTED UMT IMMUIREVIAMES ALL SINGLE tEAT GOOaS TO RE NITER tr1N 3 POPO LOOK 19 Paz_ tlets MBEC ACOK.AtE; TWEE PONT Mx SEVEN MTH S PLY MOOR LOCK OW MANS RILE tt0 40t5 & 401d. zee OPEW 1tD ON E I[ALOtL Am mime—Tuft as MOM, LOWED AT 34 MOW sorrow OF PAlltEI. al CiTic LEAF_ Two RoatO Nacc 35rsitM coma Pm we. toms WWI TM MO TIM ON THE tNIERIOR. LOWED AT OM... ar Fla s •11lo 1 t Wxx ) = Ca 001MO MOO r NEENNI O POLOOM. TIM t • t L!3' rat 1/? 1 1 a (Dix (xx) text. obi t>9tttlS - + SOS PSF — IDA PSF 1 ear to ►+ trtssUE ter 4 ( X ) .et; Z. RCS Saattatrc is newt s yet VC SOUL* ROM SANTO At mai Pan 7-06 COOL OM OM 01104, MX 0. Mt MICOM ® !a!tAY 10 aticam tact To RN RENNEENE- MOM EMOROODO TO ORM MOW& Sea It MONO was. OtrMfNO Oa MOO. • Art COL to mow AUJON Rf W !E Nan 10 !►NAIL. IBm= AS UNU1»C IDPA Mt40sf cog TN :=341 MOO OK CIAO= OTON gitronarie Oa. !Shriek OT - r 3 ea 0 c co 7 0' (0 l 4 c c CC a u z 3 - r c 3 • WMOWX a► k e MAT Iwo WNW At a• # mrom s r ar. At 3• Mt GOB1I4 ► !N QC I.aI D OL. WWNIMISOK 1011 MOW ALUMNI LWOW pa NON SLOP I s.R 11X1XX: XL L � i7-.0119 f wasnal a Z 7 C 0 � t6g6 tgL W28 rid 617:34 NON '1 1 j 0 ttzticnvE sae t.N6 0 IKRME SOLE MME ST&E f 80Ge F` .N j,- ... ...� ® 00011 STOP LOW I asn TOP Rat. taa am ,000 t a - O _ nimasiow __ ._._ • WMOWX a► k e MAT Iwo WNW At a• # mrom s r ar. At 3• Mt GOB1I4 ► !N QC I.aI D OL. WWNIMISOK 1011 MOW ALUMNI LWOW pa NON SLOP I s.R 11X1XX: XL L � i7-.0119 f wasnal a Z 7 C 0 � t6g6 tgL W28 rid 617:34 NON 1/2' MD . GLASS en dotes 09-11-98 MEDIUM STILE IMP% ALUM EMI ME DOOR IMSE FRAME FIE .$• \� • 97 3/4" MAX. FRAME HEAT • revisions ,..____ . fl 1 F i i r Fss El • =son. on c0 £_ ' Item '-tr ,, M__ rH ALUMINUM' it GLASS LC. 11 1 . .� i r j j 0 TA RAC. F L. , _ 333 br fl_l l AL-FARooq COMORATION Ids dEE, PLANNERS & PRODUCT DESIGN 1235 SW 8F klE FLDR 33174 p Va = 284 - -.3100 FAx. lam') ion -wig t P- �►NINW05 -73M Jut r ri — , 0 — CO P I kg Z a 0 r • T 3 s.a r» sa -r z tI' 3 EP j e>. 1/2' MD . GLASS en dotes 09-11-98 MEDIUM STILE IMP% ALUM EMI ME DOOR IMSE FRAME FIE .$• \� • 97 3/4" MAX. FRAME HEAT • revisions ,..____ . fl 1 F i i r Fss El • =son. on c0 £_ ' Item '-tr ,, M__ rH ALUMINUM' it GLASS LC. 11 1 . .� i r j j 0 TA RAC. F L. , _ 333 br fl_l l AL-FARooq COMORATION Ids dEE, PLANNERS & PRODUCT DESIGN 1235 SW 8F klE FLDR 33174 p Va = 284 - -.3100 FAx. lam') ion -wig t P- �►NINW05 -73M Jut r ri — , 0 — CO P I kg Z a 0 r • T 3 s.a r» sa -r z tI' 3 EP :PRODUCT CONTROL NOTICE Glass Tech Engineering, Inc. 8469 N.W. 70 Street Miami, Your application for Product Approval of: Series 2046 Aluminum Window Wall System - Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 96 -26, Sheets 1 and 2 of 2. (For listing, see Section 8 o,`'This Notice of Acceptance) has been recommenced for acceptance by the Building Code'Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. T:iis approval shall not be valid after the expiration date stated below. The Office.of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testin :;. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material inunediately. The applicant shall re-evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the a e right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. A cceptance No.: 96- 1024.02 Expires:09 /11/00 Approved:09 /11/97 FL 33183 Internet mall address: postmaster @butidingpodeonlIne.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375-2901 -1- • • . a' FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Ro . ' iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Dqpartment and approved by the Building Code Committee to be used in Dade County, Florida undt:r the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.bulldingcodeonlIne.com Glass Tech Engineering, Inc. • ACCEPTANCE No.: 96- 1024.02 APPROVED : SEP 1 1 1997 EXPIRES : SEP 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS .1. DESCRIPTION OF UNIT 1.1 This approves an aluminum glazed storefront system, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series 2046 Aluminum Window Wall System - Impact. 1 -7/8" x 5" 1.3 Overall Size: 12' - 0" (144 ") wide by 10' 0" (120 ") high x 5" deep 1.4 Configuration: 000 1.5 No. & Size of Panels: Three fixed panels: 48" o.c. wide by 120" high. One of the fixed panels is split into two Lite. , with an intermediate horizontal mullion. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material: Aluminum alloys 6063 -T6. 2.2 Glazing: 2.2.1 Glazing Material: 9/16" Safely -Plus laminated glass by G lass/am N.G.I., Inc. consisting of two lites of annealed glass with a 0.125" overall thickness, three -ply core interlayer. Interlayer consists of two .060" thick polyester layers, one on each side of a .010" PET film, chemically adhered between the two lites of glass. Interior lite is 3/8" shorter around the entire perimeter. 2.2.2 Gluing Method: Exterior glazed against the 1" high x 1/8" thick interior fin of framing member... 3/8 ":x 3/8" adhesive back Norton (V2212) silicone tape located at the interior perimeter base of glazing leg serves as a separator. A structural silicone bedding compound Dow - Corning 995 fills the cavity bonding interlayer and interior lite to frame tin. At the exterior, a snap -in extruded alum. .884" face x 1.665" deep glazing bead (Part # GT -004) and a slide -in Tremco (TR -427N) neoprene gasket provides support on exterior side of glass. Glass bite is 1/4". 2.2.3 Daylight Opening Size: Large full lite panels: 43 -5/8" wide x 1 14 -3/8" high . Small lite panels: 45 -5/8" wide x 53 -3/8" high. 2.3 Frame Construction: 2.3.1 Head: Consists of a two -part, male /female, snap -in half tube members. Top part is a 1.308" face x 5" c.eep x 0.090" wall thickness, extruded aluminum, open back half -tube male section with fin cut out (Part # GT -002), with a groove receptorfor glazing bead, two screw splines and a female mating connection: anchored to the structure above. Bottom part is a .938" face x 5" deep x 0.090" wall thickness, extruded aluminum, open back half -tube female section (Part # GT -001) with a groove receptor for glazing bead, two screw splines and a male mating connection. AND a mating extruded aluminum snap -in glazing bead # GT -004). 2.3.2 Intermediate Horizontal Mullion: Consists of the same arrangement as head except that the top male part remains with the fin on and an adc.itional glazing bead is used at the top to ac ate glass at,;If, bottom, - 2 - C? O.e 1 Menu Perez, P.E., Product C ro Examiner Produ trot Division Glass Tech Engineering, Inc. ACCEPTANCE No.: 96- 1024.02 2a APPROVED : S1) 1 1 1997 EXPIRES : sEp 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.3 Jambs: Consists of the same arrangement as the head except that it is turned 90 degrees, and that the top male part is anchored to the wall. 2.3.4 Intermediate Vertical Mullion: Consists of the same arrangement as the intermediate horizontal mullion, except that it is turned 90 degrees and is reinforced using a formed steel channel, I -3/16" wide x 4 -3/8" deep x 1/8" thick x the entire length of the mullion, attached to mullion using'A" x 2 -1/4" thru bolt with nuts, spaced at 6" from ends and the rest at 18" o.c. maximum. 2.3.5 Sill: Consists of the same arrangement as the head except that it is inverted and anchored to the floor slab. 2.3.6 Corner Construction: Frame corners are butt joined, frame jambs are fastened to head and sill screw splines with two #12 x 2" HH SMS, 2.4 Panel Construction: N/A 2.5 Weatherstripping: None. 2.6 Hardware: None, 2.7 Weepholes: None. 2.8 Muntins: None. 2.9 Reinforcement: quantity Description Location 2.9.1 One per mullion 1- 3/16" x 4 -3/8" x 1/8" thick x full Inside each length of mullion steel formed channel. intermediate vertical Attached mullion using' /" x 2 -1/4" RH mullion, Not required at MS Thru -bolts with nuts, spaced at 6" jambs, from ends and the rest at 18" o.c. max. 2.10 Sealants & Pads: Perimeter of glazing beads to frame and mullion seams are sealed with GE 1200 sealant, on the exterior only. 3. LIMITATIONS 3.1 This approval applies to unlimited multiple panel unit applications, only limited to Intermediate mullions with a 1- 3/16" x 4 -3/8" x 1/8" thick x full length of mullion steel formed channel, reinforcement: 3.1.1 Maximum Mullion Length (span) is 10' 0" (120 ") 3.1.2 Maximum Mullion Spacing (Tributary Width) is 4' 0" (48 ") o.c. for a 10' 0" (120 ") long mullion, but may be increased up to 7' 1" (85 ") by reducing the Mullion Length. 3.1.3 Horizontal mullions may be used to divide the area of glass panel 3.1.4 Fcr Design Pressure Rating (Mullion Load Capacity) vs. Mullion Length, Mullion Spacing . (Tributary Width), Anchor Type for Rectangularand Trapezoidal Loads, see corresponding Table on Dwg. No: 96 -26, Sheet 1 of 2. 3.2 The installation of these units shall be performed by a icens-d glazing c t or certified by the manufacturer holding this approval. Man Produc Perez, P, E., Produc ontrol Division trol Examiner Glass Tech Engineering, Inc. ACCEPTANCE N o.: 96- 1024.02 APPROVED SR 1 1 1917 EXPIRES : SEP 1 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 Screws and Method of Attachment. Thru perimeter framing member SILL : Single row of /" Tapcons, spaced at 4 -7/8" from each jamb, at each side of each intermediate vertical mullion centerline as specified below, and the rest at 16" o.c. max. HEAD : Same as sill. ,IAMBS : Single row of %" Tapcons, spaced at 3" from each end and the rest at 16" o.c. max. INTERMEDIATE VERTICAL MULLIONS (Unclipped): There are three anchor types: Anchor A - Use two '/" x 2 -3/4" HH Tapcons, one per side, located at 3" from each intermediate vertical mullion centerline in sill and head sections. Anchor 13 - Use four'," x 2 -3/4" HH Tapcons, two per side, located one at 3" and one at 6" from e<<ch intermediate vertical mullion centerline in sill and head sections. Anchor C - Use six' /" x 2 -3/4" HH Tapcons, three per side, located one at 3 ", one at 6" and one at 9" from each intermediate vertical mullion centerline in sill and head sections. Select Anchor Type per instructions in Mullion Load Capacity Table on Dwg. No. 96- 2Sheet 1 of 2 Minimum embedment of Tapcon into wood or masonry is 1 -3/4 ", 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must b. in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ", 6. USE 6.1 Application for building permit shall be accompanied by two copies of the fol lowing: 6.1.1 This Notice of Acceptance .6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive storefront, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.96 -26, Sheets 1 and 2 of ::, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control ;section, clearly marred to show the option and components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of storefront to meet the pres;;ure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will not require a h rricane protectiv r tem. M el Perez, P.E., -od ontrol Exaininer Product Control Division 2b - TEST TEST LOADS DESIGN LOADS AIR INFILTRATION (4) - 1.57 PSF • SFBC PA 202 -94 (0.15 CFM/FT 0.05 CM/Ff FTL -1492 ------- AIR. INFILTRATION @ 6.24 PSF SFBC PA 202 -94 0.05 CFM /FT FTL -1492 .......... ------ UNIFORM STATIC. PRESSURE DESIGN LOAD SFBC PA 202 -94 POSITIVE 30 Seconds +85.0 PSF FTL -1492 +85.0 PSF FTL -1492 UNIFORM STATIC PRESSURE DESIGN LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -85.0 PSF FTL -1492 -85.0 PSF FTL -1492 WATER RESISTANCE (PSF) SFBC PA 202 -94 (5.0 GPH/FT 15 min. +15.0 PSF FTL -1492 +100.0 PSF FTL -1492 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Seconds +127.5 PSF FTL -1492 +85.0 PSF FTL -1492 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds •127.5 PSF FTL -1492 -85.0 PSF FTL -1492 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(bX5) & SFBC PA 202 -94 Not Required LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY FTL -1492 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +85.0 PSF FTL -1492 +85,0 PSF FTL -1492 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (4,500 cycles) -85.0 PSF FTL -1492 -85.0 PSF FTL -1492 Design Pressure Rating (Positive) +85.0 PSF Design Pressure Rating (Negative) -85.0 PSF For Design Pressure Rating (Mullion Capacity) vs. Mullion see corresponding Table in Dwg. No. 96 -26, Sheet I of 2 Mullion Load Capacity readings are for Length and Mullion Spacing (Tributary Width), Positive and Negative Values Glass Tech Engineering, Inc. ACCEPTANCE No.: 96- 1024.02 7. TESTS PERFORMED 7.1 TEST: APPROVED : SEP 1 1 1997 SEP 1 1 2000 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2c - RESULTS: Man 1 Perez, P.E., Produgt'C}ontrol Examiner Produ ontrol Division Glass Tech Engineering, Inc. ACCEPTANCE NO.: 96- 1024.02 APPROVED : SE 1 1 19'17 EXPIRES : SEP 1 1 20(0 NOTICE OF ACCEPTANCE: SPECIFIC CONDI'T'IONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test, SFBC PA 201 -94 5) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of three specimens, three panels wide, aluminum glazed sto •efront system 10' 0" high x 4'0" mullion spacing, prepared by Fenestration Testing Laboratory, Int ., Test Report No. FTL -1492, dated October 3, 1996, re- issued on 7/1;97, signt:d and sealed by Gi :bert Diamond, P.E. 8.2 Drawings: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Drawing No. 96 -26, GlassTech Engineering, Inc., "Series -2046 Impact Window Wall System, Sheets 1 and 2 of 2, prepared by Al- Farooq Corporation, dated 06/15/96, with revi: ion B dated 7/15/97, signed and sealed by Humayoun Farooq, A.E. 83 Calculations: 8.3.1 Structural Analysis and Anchor Calculations prepared by Al- Farooq Corporation, dated 06/17/96, signed and sealed by Humayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS Design Pressure.Rating (Mullion Load Capacity) vs. Mullion L. ngth. Mullion Spacing (Tributary Width), Anchor Type Options, see corresponding Rectangular and Trapezoidal Loading Tables on attached Drawing No. 96 -26, Sheet 1 of 2, bearing the Dade Count, Product Control approval stamp. 10. TYPICAL ELEVATION AND CROSS SECTIONS: See GlassTech Engineering, Inc., "Series- 2046 impact Window Wall System, Drawing No. 96 -26, Sheets 1 and 2 of 2, bearing the Dade Cot, my Product Control approval stamp. - 2d - Manu ' 1 P re:z, P.E. Plans Product Control Division Glass Tech Engineering, Inc. ACCEPTANCE No.: 96- 1024.02 APPROVED : SW 1 1 1997 EXPIRES : ESEP 1 1 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 .Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2.Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific cc•nditions of this Acceptance. 3.Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and th , product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptan ;e, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4.Any revision or change in the materials, use, and/or manufacture of the product or process shrill automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5.Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6.The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7.A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all limes. The copies need lot be resealed by the engineer. 8.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.This Acceptance contains pages I, 2, 2(a) through 2(d) and this last page 3, Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For nittltiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance, but in no case sh all exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fasiencr shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields o- pin.; shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. ��!' Mari I Perez, P. E. Plans Ex Product Control Division END OF THIS ACCEPTANCE -3- RECTANGULAR LOADING DIMS. TRIBUTARY MULLION WIDTH LENGTH 45 50" 48' 53" 51' 48' 67' 66' 63' 60" 57' 54' 67' 66" 63' 60' 57' 54" 67" 66 63' 6o' 57' 54' 67' 66' 63" 60" 57' 54" 72' 69' 66' 63' 80' 59' 78' 75' 69' 66' 84' 85' 84' 81' 78' 75 72' 69' 120' 114 108" 102' 96' 90 84 78' 72' 66' • MUWON • LOAD CAPACITY PSF 85.0 85.0 85.0 85.0 85.0 85.0 68.5 69.6 73.3 77.3 81.8 85.0 68.5 69.6 73.3 77.3 at.a 85.0 68.5 69 6 733 77.3 81.8 85.0 68.5 69.6 73.3 77.3 81.8 85.0 68.6 71.8 . 75.4 79-3 83.7 85.0 68.6 71.5 74.8 78.3 822 85.0 68.7 69.6 72.4 75.4 78.6 82.2 85.0 ANCHOR TYPE C C 0 C C 8 C C C C C C B B B • B B 8 8 B B 8 8 B B B B B 8 8 8 B 8 8 B B B B B B B 8 B B 8 8 8 8 8 TRAPEZOIDAL LOADING DIMS. • TRIBUTARY MULLION VIDTH LENGTH 48" 45" 42" • 39-1/2' 50" 48" 45' 42' 41 -1/2" 52' 51 48' 45' 43-1/2 55' 54' 51' 48' 46' 59' 57' 54 51" 48-1 /2' 63' 60' 57' 54' 52" 67' 66' 63' 60' 57' 55 -1/2' 69' 66' 63' 60" 59 -1/2' 41' 78' 75 72' 69' 65' 64' 85' al 78' 75 70' 120" 114' 108' 102' r' 96' 90" 84 78' 7 2' 66' MUWON LOAD CAPACITY PSF 68.0 73.1 79.2 85.0 68.5 71.7 77.2 83.6 84.7 69.4 70.9 75.9 81.7 85.0 69.2 70.7 75.3 80.7 84.7 • 68.3 70.9 75.3 80.3 85.0 68.0 71.8 76.0 80.7 84.2 68.s 69_6 73.3 77.3 81.8 84.3 68.8 71 75.4 79.3 83.7 84.5 85.0 68_8 71.5 74.8 78.3 83.6 85.0 68.7 74.4 75.4 78.6 82.2 84.8 ANCHOR TYPE B 8 B B B 8 B B 8 B B B B B B B B B 8" B 8 B 8. B B B 8 B B B 8 8 A A A 8 -sr .. 8 A A A A A A A A A A A A A GT -004 6063 -T5 FOR MULLIONS W/0 HORIZONTALS USE TRAP LOAD CHA GT -001 6063 -T6 TRIBUTARY WIDTH >i W1 + W2 2 . V GENERA! NOTES L THIS STRUCIUIE IS DE0614ED AS PER THE SOUTH FLORIDA BUB.DNG CODE 1994 EDmON FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7-88 USING CORRIMPONDING LOADS. a DESIGN CRITERIA FOR AWMlNUM. MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE 'ALUMINUM CONSTRUCTION MANUAL.' LADEST EDITION. 3. ALL ORRtL4016 SHALL BE ALLOY MIND TEMPER AS SHOWN ON DETAILS 4. STEEI. SURFACES TO BE PUCED N CONRCT WITH ALUMINUM SHAD. 8E PLATED OR PAINTED. 5. ANCHORS SHAW. BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. 6. MULUON5 MAY 82 USED HORIZONTALLY USING SAME SPANS AS SHOWN N CHARTS. 7. DESIGN CRITERIA FOR MUWONS MAX DEFLECTION S L/T80. 8. ANY ANCHOR OR MUWON CONDITION NOT SHOWN 84 THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REQWEEMEMTS OF ASCE 7 -88. BASED ON 110 MPH WIND VEI.00fty. L -�H1---}--- VZ--�I FOR MULLIONS WITH HORIZONTAL$ USE RECT. LOAD CHART ANCHOR O ANCHOR ® Eng: DR. MAMMA/ PROM SIRUCRWES PU. PE./ 16557 5.000 GT -00Z 8063 -T6 STEEL CHANNEL REINFORCEMENT ANCHORS DESCRIPTION 1/4' P TAPCON W/ 1-3/4' EMBEDMENT 1014C. 0 EACH .SEE OF MULLION. AND 16' 0.0. MAX. 1/4' 0 TPPCON W/ 1-3/4' DiBFDME4T TO CONC. (2) 0 EACH SIDE OF•IRRLION. AND (1) 0 16' 0.G MAX. ANCHOR© 1/4' P DPGOi W/ 1 -3/4' EMBEDMENT TO CONC. (3) O EACH SOX of 14811014. AVID (1) 0 16° 0.0. MAX. • et: APPROVED -I8 memTIM6 wRN TNT SOUBI FLORIDA BUILDING COIF •iy /lL ' :a:1 VUj •(ii DIVISION �-- - "BUILDING CODE COMPLIANCE JUL 16 1997 " H° ) Zid • a ,. G 1 0 a T1. z no cad < [Co� Z 'W cn 0 W - 1 0P1 m trl n L n 00 J droving no. • -26 (sleet 1 of 2 N m m 1 A.11 ORC 1TEM f 1 2 3 4 s 6 7 8 9 ID 11 PART t j OBSCRIPTLo r GT -001 FEMALE FRAME GT -002 GT TR - 4Z7M ; NEOPRENE GASKET 995 V2212 MALE FRAME GLAZING BEAD DQV CORNING STRUCTURAL SILICONE 3/8' X 3 /8' NORTON TAPE B 12 X 2' HEX -HEAD SMS 11/4' X 2 -3/4' HEX -HEAD TAPCQN$ 1/4' -20 X 2 -1/4' MS 1 1/4'-20 NUT 1 -3/16 X 4-3/8' X 1 -3/16 X 1/8' STEEL CHANNEL ANCHORS DESCRIPTION ANCHOR ® 1/4' a TAPCON W/ 1-3/4 EMBEDMENT TO CONC. 8 EACH SIDE OF MULLION. ANO 16' O.C. MAX. .ANCHOR© 1/4' s TAPCON W/ 1 -3/4' EMBEDMENT TO CONC. (2) o EACH 5{DE OF MULLION. AND (1) • 16' 0.C. MAX. ANCHOR 1/4' • TAPCON W/ 1 -3/4 EMBEDMENT TO CoNG (3) 0 EACH SIDE OF MUIUON. AND (s) • s6' O.C. MAIL L4' X 2-1/4' BOLTS V/ NUTS ! 6' FROM ENDS t 18' TLC DL. [FEN NO EXTERIOR 1 -3/16 X 4-3/B X 1 -3/16 X 1/8' STEEL CHANNEL INTERIOR UNIT WIDTH OPENING WIDTH 114' MAX. SHIN ANCHORS - A, BO2C End OR FHUIUDOUN FABOOQ R �+STRIIf.'TURES DPENING v1OTH APPROVED AS SOWN - .'iii Beth= CODE • d7..Lt A. DP? S ,A U BUILDING OFFICE No.aZ21.oe_ ?z. °-1 O= E L Y -et r o o U- Sfo_ o: : « O e 2 ".; VI cc 1,7 n 1 Z r �_. -4 3:= n 1 1 droning no- 96-26 (sheet 2 or 2 UNIT vmi I III- [PE3NONG 1H9bH nun 'In.. 1 A.11 ORC 1TEM f 1 2 3 4 s 6 7 8 9 ID 11 PART t j OBSCRIPTLo r GT -001 FEMALE FRAME GT -002 GT TR - 4Z7M ; NEOPRENE GASKET 995 V2212 MALE FRAME GLAZING BEAD DQV CORNING STRUCTURAL SILICONE 3/8' X 3 /8' NORTON TAPE B 12 X 2' HEX -HEAD SMS 11/4' X 2 -3/4' HEX -HEAD TAPCQN$ 1/4' -20 X 2 -1/4' MS 1 1/4'-20 NUT 1 -3/16 X 4-3/8' X 1 -3/16 X 1/8' STEEL CHANNEL ANCHORS DESCRIPTION ANCHOR ® 1/4' a TAPCON W/ 1-3/4 EMBEDMENT TO CONC. 8 EACH SIDE OF MULLION. ANO 16' O.C. MAX. .ANCHOR© 1/4' s TAPCON W/ 1 -3/4' EMBEDMENT TO CONC. (2) o EACH 5{DE OF MULLION. AND (1) • 16' 0.C. MAX. ANCHOR 1/4' • TAPCON W/ 1 -3/4 EMBEDMENT TO CoNG (3) 0 EACH SIDE OF MUIUON. AND (s) • s6' O.C. MAIL L4' X 2-1/4' BOLTS V/ NUTS ! 6' FROM ENDS t 18' TLC DL. [FEN NO EXTERIOR 1 -3/16 X 4-3/B X 1 -3/16 X 1/8' STEEL CHANNEL INTERIOR UNIT WIDTH OPENING WIDTH 114' MAX. SHIN ANCHORS - A, BO2C End OR FHUIUDOUN FABOOQ R �+STRIIf.'TURES DPENING v1OTH APPROVED AS SOWN - .'iii Beth= CODE • d7..Lt A. DP? S ,A U BUILDING OFFICE No.aZ21.oe_ ?z. °-1 O= E L Y -et r o o U- Sfo_ o: : « O e 2 ".; VI cc 1,7 n 1 Z r �_. -4 3:= n 1 1 droning no- 96-26 (sheet 2 or 2 1 J 1 BARRY UNIVERSITY Harper Partners, Inc. ZONING SECTION 604(a) GROUND FLOOR PLAN CLASSROOM /FACILITY OFFICE BUILDING SITE PLAN APPROVAL SUBMITTAL MIAMI SHORES VILLAGE OCTOBER 21, 1999 a 550 BILTMORE WAY PENTHOUSE TWO CORAL GABLES, FLORIDA 33134 - 5730 T: 305.476.1102 800.218.5080 F: 305.476.0073 www.harperpartners.com AA0002442 April 27, 2000 Miami Shores Village Building & Zoning Department 10050 North East Second Avenue Miami Shores, Florida 33138 RE: Response to 4/25/00 Comments on Permit Set Barry University, Classroom / Faculty Office Building HPI Proj. No. 8059.9 XI. D Dear Mr. LuBien: HARPER PARTNERS, INC. We have received your request, by means of transmittal from Beauchamp Construction Co., Inc., for State of Florida Health Department review of the referenced project. As a follow up to our, Cannon / LuBien, telephone conversation yesterday morning, we have determined that this project is not required to be reviewed by said agency because it is not connected to a septic system. I trust this response clears up any questions regarding the approval of this submittal for a building permit. c: C. Tucker F. E. UIIoa p: \DFCJ \8059Uetters\Miami Shores - 042700 - permit comments2.doc Sincerely Yours, Edward F. Cannon, AIA Senior Vice President ARCHITECTURE ENGINEERING INTERIORS PLANNING Single Truss Girder Truss Gravity — 3,300 pounds Gravity — 7,425 pounds Uplift — 2,400 pounds Uplift — 4,200 pounds Since 1979 DeRose Si Slopey Consulting Engineers Incorporated STRUCTURAL * CIVIL * LAND PLANNING * ENVIRONMENTAL * ELECTRICAL * MECHANICAL ❑ 150 South Andrews Ave. * Suite 350 * Pompano Beach, FL 33069 * 954 -942 -7703 * Fax 954 -942 -7933 ❑ 1125 N.E 125th Street * Suite 103 * North Miami, FL 33161 * (305) 981 -9611 * FAX: (305) 981 -9928 Website: http: / /www.deroseandslopey.com April 26, 2000 Mr. Ed Cannon Harper Partners, Inc. 550 Biltmore Way, Suite 1170 Coral Gables, FL 33134 -5730 RE: Barry University, Classroom Building Responses to Building Department Review Comments Dated 04/13/00 OPN: 99080 Dear Mr. Cannon: I am in receipt of a second round of building department review comments from the Town of Miami Shores (copy enclosed). The following are my responses to these comments. STRUCTURAL Response - Response - Please see section A/A -601 and section B/A -601. COMMENT — INDICATE THE CALCULATED TOTAL GRAVITY AND UPLIFT LOAD AT THE BEARING POINTS OF A TYPICAL TRUSS AND GIRDER TRUSSES. SHOW ON ROOF PLAN. COMMENT — IF RB -1 IS AT ELEVATION 22' -0° AND TOP OF ELEVATOR SLAB IS AT ELEVATION 24' -10 °, THIS PROTRUDES 2' -10° INTO BOTTOM OF TRUSS. CUT A SECTION TO SHOW THIS RELATIONSHIP. April 26, 2000 RE: Barry University, Classroom Building Responses to Building Department Review Comments Dated 04 /13/00 OPN: 99080 COMMENT — ON DETAIL A/6 -2 (PERPENDICULAR) ANCHOR ALL TRUSSES. Response - All trusses will be specked to be anchored. COMMENT — "REINFORCING STEEL" NOTE #16, NOTE THAT VERTICAL MASONRY REINFORCING TO HAVE 30" LAP. Response - Masonry reinforcing will be specified to have a 30" minimum lap. ELECTRICAL COMMENTS — VOLTAGE BETWEEN ADJACENT SWITCHES CANNOT EXCEED 300 VOLTS. USING A 2 POLE SWITCH TO CONTROL 277 VOLT LIGHTING AND 120 VOLT FAN NOT APPROVED. Response - See SK -1 enclosed. By copy, I am including this letter within the contract documents. I am also amending the drawings to include these five responses and will be issuing these amended drawings to you and the contractor immediately. Please present this sealed letter to the building department in the interim as my response to these comments. Please contact my office with any comments or questions on the above. Sincerely Gary G. Slopey, P.E. GGS/Icc cc: Chris Tucker, Beauchamp Construction Village of Miami Shores Building Dept. Itr/99080.0426.ggs.doc Page 2 ��HATH LIGHT TOILET FAN CONTROL DIAGRAM W/277V. LTG. /120V. FAN BARRY UNIVERSITY CLASSROOM ADDITION NOT TO SCALE NOTES: 1— PROVIDE A 2 POLE SWITCH AT THIS LOCATION TO SIMULTANEOUSLY SWITCH THE 120 VAC EXHAUST FAN AND 277VAC LIGHT FIXTURES AS SHOWN IN THE TOILET FAN CONTROL DIAGRAM. 2— THE RELAY BOXES ARE SHOWN WITH THE SYMBOL IN THE BATHROOM AREAS ON THIS SKETCH. EF -2 1 I mo° . I iM Allijilimimmi p��..,r =rail' • 'Il1 "Ti leu� -r WA IN itININsr?a11a.i PARTIAL LIGHTING PLAN FIRST FLOOR SOME: NOT TO SCALE a NOTE 1 EF -1 NOTE1 EF -1 GEORGE FREWO. PE. 'ENSURED B1erain NLI. mrs STATE OF RA MA DeRose & Slopey �•'' • CONSULTING ND. PLAINEIS • CM . STIUDfl AL • . ■IMmCNENTAL • e,EDTRIDAL • NEOFMNDAL MO S. aurr Nara MINE POIpAND SE 03 JOEY BARRY UNIVERSITY CLASSROOM ADDITION LOM HARPER PARTNERS Try LIGHTING PLAN coma FA DATE 04/2S/00 PROJECT NO AA080 -E DRSU ND SK -1 3 -23 -2000 6:42PM Since 1979 FROM DEROSE /SLOPEY 9549427933 P. 3 DeRose & Slopey Consulting Engineers Incorporated STRUCTURAL *CIVIL • LAND PLANNING * ENVIRONMENTAL * ELECTRICAL * MECHANICAL ❑ 150 South Andrews Ave. * Suite 350 * Pompano Beach, FL 33069 • 954 -942 -7703 • Fax: 954-942-7933 o 1125 N.E. 125th Street * Suite 103 * North Miami, FL 33161. (305) 961 -9611 * FAX (305) 981 -9928 Website: http: / /www.deroseandslopey.com March 23, 2000 Village of Miami Shores Plans Review — Electrical RE: Barry University Classroom/Facility Office Bldg. OPN: 99080 This is a review of the classroom addition at Barry University 01. Voltage between adjacent switches cannot exceed 300 volts, using a 2 pole switch to control 277 V. Lighting and 120 V fan not approved. RESPONSE The 277 Volt light circuit and the 120 Volt fan circuit will be placed in separate snap switches in separate enclosures. George Freijo, PE Chief Electrical Engineer March 22, 2000 550 BILTMORE WAY Miami Shores Village PENTHOUSE TWO Building & Zoning Department 10050 North East Second Avenue CORAL GABLES, FLORIDA Miami Shores, Florida 33138 33134 - 5730 RE: Response to 3/2/00 Zoning Comments Barry University, Classroom / Faculty Office Building T: 305.476.1102 HPI Proj. No. 8059.9 XI. D 800.218.5080 Dear Mr. Berg: LANDSCAPING: PARKING LOT: HARPERPARTNERS, INC. F: 305.476.0073 We have received and reviewed the comments made relating to the referenced project. The following will respond to each comment in the order www.harperpartners.com it was presented. We will use the same division title and numbering system as the comments received and we have attached a copy of the comments AA0002442 for reference. 1. Relocated Palm trees have been added to a small grouping on the northwest corner of the arts complex directly north of Broad Auditorium. This makes the tree grouping better scaled to the adjacent existing buildings and adds interest to that area. Refer to Drawing D -100 for plans. 2. There are numerous Tabebuia that have also been relocated to the north side of the auditorium. There location will add scale and color to the existing lawn area. They are all approximately 6" dia. trees. Refer to Drawing 0-100 for plans. 3. New trees planned for parking lot are included on drawings A -101 through 104 attached hereto and issued by addendum. The landscape, immediate to the new facility, is essentially existing trees that remain and sod that is replaced once the project is completed. Refer to drawing C -101 for plan. 1. I have confirmed with P &Z that the Village adheres to the Florida Accessibility Code for Building Construction as their standard of accessibility. In that Code under 4.1.2 (5)(a) where parking spaces are provided for self - parking by empioyees or visitors or both, where parking ARCHITECTURE ENGINEERING INTERIORS PLANNING Barry University, Classroom / Faculty Office Building March 22, 2000 Page 2 Tots are provided, the Required Minimum Number of Accessible Spaces is based on the Total parking in that Lot. The University provides parking, as described above, in a series of connected lots. The total number of parking spaces provided, in the Village, is 1374. When considered as a whole the University is required to provide 24 accessible spaces. By actual count the University provides 31 accessible parking spaces on the Miami Shores Campus. Barry's parking facilities do not serve a particular building therefore we believe the intent of the code is to provide accessible parking on the shortest safely accessible route of travel from adjacent parking to an accessible entrance. With that in mind we have revised the parking in the area of the new Classroom /Faculty Office Building to provide 3 accessible parking spaces as you have requested. See attached revised drawings A -100. 2. Water drainage is maintained to existing catch basins throughout the parking and lawn areas. In as much as the area of paving is being reduced, there are no new catch basins planned 3. The property survey has been performed by A. R. Toussaint & Associates, Inc. They have informed us, that a property line on NE115th Street has not been agreed upon. The survey shows a Zoned Right of Way line that we have included on the revised drawing A -100. 4. The height of the handicapped sign is 7' -0" from the adjacent pavement to the bottom of the sign. 5. Parking spaces are 9' -0" x 20' -0" minimum for standard spaces, 7' -6" x 16' -0" minimum for compact spaces. Compact spaces make up less than 15% of the total parking spaces on campus. Double striping of the parking space is shown on drawing C -103. 6. The pre -cast concrete wheel stop is referenced to the left, drivers side of the parking space and aligned with the painted line on that side. This is essentially a design preference however it is easier for the driver to see the wheel stop on that side and often prevents bottom scraping on lower vehicles. In all cases the wheel stop extends past the center of the parking space. 7. We have designed all ninety- degree angle parking. In accordance with the Village code section 521.2. Parking unit, page 1600.7 fourth paragraph, second sentence, we have designed all access aisles to be 20' wide meeting the minimum requirement. 8. Handicap spaces have been addressed in item 1 of this section. I trust this comment is resolved with that correction. 9. A property survey was delivered to P&Z on December 21, 1999. It was checked off on my list of required items. I do not believe that it was Signed & Sealed by the surveyor. I have included a Signed & Sealed copy of same for your records. SECURITY / SAFETY: I have discussed the eleven comments regarding security and safety with the responsible University personnel. They have provided the following as a response to all eleven comments. Barry University, Classroom / Faculty Office Building March 22, 2000 Page 3 Barry University has a full -time security force supplied by 50 State Security Service, under the direction of the University's Director of Public Safety. This trained group of security officers helps to preserve the academic environment and high quality of life on this beautiful South Florida campus. The security force patrols the campus 24 hours a day, 7 days a week. The security force provides complete campus protection services to all of the students, faculty and staff. Security officers are radio equipped and centrally dispatched. Their vehicles routinely patrol the campus area. The security force patrols all buildings, student parking areas and off - campus locations. The security force receives the support and cooperation of the nearby Miami Shores Police Department. We have included herewith, revised drawings associated with these clarifications along with written and drawing related responses to the electrical and structural plan reviewers comments. I trust this response clears up any questions regarding the approval of this submittal for a building permit. c: C. Tucker F. E. Ulloa p: \DFCJ\8059\letters \Miami Shores - 032300- P&Z -b&z- permit comments.doc Sincerely Yours • Edward F. Ca non, AIA Senior Vice President 04/17/2000 MON 17:21 FAX • M IAM 1-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Quality Engineered Products Co., Inc. 4506 Quality Lane Tampa FL 33622 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series Flush Outswing Commercial Steel Door(Pair)Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of AIternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 1023.06 Expires:03/25/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE 8 PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Approved: 03/25 /1999 Building Code Compliance Office Internet snail address: postmastery @buiidingeodeonline.com ..: , MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 04„zio, Homepage: http://www.buildingrodeenline_com Z002/012 04/r7/2000 MON 17:21 FAX NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS a1003/012 9 ualifv Engine Pro ducts Co Inc ACCEPTANCE No.: 97- 1023.06 APPROVED MAR 2 5 1999 • EXPIRES . MAR 2 5 2002 1. SCOPE 1.1 This approves a commercial steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings_ 2. PRODUCT DESCRIPTION 2.1 The Series Flush Outswing Commercial Steel Door•(Pair}- Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No QEP 1999, titled "Hollow Metal Doors ", Sheets 1 through 5 of 5, dated 10/20/97 and revised on 2 - 24 - 1999, prepared by the manufacturer, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors. 4. INSTALLATION 4.1 The commercial steel doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 15.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS ,¢.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1 54.1 1. c 1,•4�►�s Ishaq I ; Chanda, P.E. Product Control Examiner Prodi ct Control Division Page 2 of 3 • 04/17/2000 MON 17:21 FAX 1, • Oualitv Engineered Products Co. Inc. ACCEPTANCE No.: 97- 1023.06 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS [j004 /012 MR 2 5 1999 MAR 2 5 2002 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. • 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. 1,14 1 w 44 Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE Page 3 of 3 04/17/2000 MON 17:21 FAX Quality Engineered Products.Co., Inc. Quantity Description 2.5.1 One Row Pemko #368CN door bottom weatherstrip with neoprene insert. 2.5.2 One Row Pemko #312CR jamb weatherstrip with sponge neoprene insert. 2.53 Two Pemko #375CR astragal weatherstrip Rows with sponge neoprene insert. 2.6 Hardware: Quantity 2.6.1 One 2.6.2 Two -2b ACCEPTANCE No.: 96- 0809.01 APPROVED : r an. 1 1 1997 EXPIRES NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.4.4 Reinforcements: Hinge reinforcing plate 3/16" x 1 -1/4" x 8 -1/2" long steel plate spot welded to frame jamb at each hinge location and 1 -1/8" x 2 -1/2" long x 12 ga. steel reinforcing plate at lock strike location. ' 2.4.5 Anchors: Four Pipe Spacer Anchors, consisting of a 1-3/4" x frame width x 16 ga. steel Spacer Bar and a .75" I.D. conduit pipe x 2.4375" Pipe Spacer. Bar is arc welded to at two places each side to frame jamb. 2.4.6 Threshold: Pemko #181AV - extruded aluminum bumper threshold, 5/8" - 1" high x 5" TM wide with a SiliconeSeal insert. 2.5 Weatherstrips: Description Arro}v Series D-41 Grade 2 deadbolt lock, ext. key operated and int. thumb turn. Rockwood 555 Manual flush bolts with modified 1/2" diameter bolt and 14 ga. and 7 ga. interior guides and door and frame strike plates 2.6.3 One ANSI 10 -025 Strike 1 -1/4" x 4 -7/8" x 3/32" steel plate, 2.6.4 Three Steel butt hinges 4 -1/2" x 4 -1/2" std. weight 2.7 Sealant: Silicone caulk is used at exterior perimeters and corners of frame. : JUL 1 1 2000 Location Along the entire width of bottom of door. At door frame , along the entire perimeter. At each door panel locking stile, along the entire length of astragal. Location At panel lock stile, 40 -5/16" from bottom. Included strike at frame lock jamb. At top and bottom of inactive panel lock side. At frame lock jamb, opposite to latch lock_ At frame hinge jamb 411005/012 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in Section 10. Single door units shall include all components described in the active leaf of this approval. 3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 shall qualify under this approval, 3.3 Installation is limited by the Design Pressure Rating shown in Sc tion 7 of this ap M• el Perez, P.E. Plans Product Control Division finer II 04/17/2000 MON 17:21 FAX $J Quality Engineered Products Co., Inc. - 2c - IJ 006/012 ACCEPTANCE No.: 96- 0809.01 APPROVED : ' .JUI 1 1 1997 U1 1 1 211QD EXPIRES NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 4. INSTALLATION 4.1 Method of Attachment 4.1.1 Attachment to Existing Masonry/Concrete: 4.1.1.1 Head: Four (two per panel) 3/8" x 5 -1/2" FH lag screws inside of a pipe sleeve, at 15" from ends and 22" o.c. maximum. 4.1.1.2 Jambs: Eight - 3/8" x 5 -1/2" FH lag screws inside of a pipe sleeve, 4 per jamb at 8" from ends and 22" o.c. maximum. 4.1.1.3 Sill: #10 x 1 -1/2" PFH SMS with lead anchors, located every 12" o.c..max. 4.1.2 Attachment to New Masonry: 4.1.2.1 Head: None. 4.1.2.2 Jambs: Six pairs of 5 -5/8" x 9- 5/16" x .0625" thick steel masonry 'T' jamb clips, (3 pairs per jamb) located at- approx. 6 ", 40" and 70" from top of frame, each installed between two CBS blocks filled with mortar and rebar. 4.1.2.3 Sill: #10 x 1 -1/2" PFH SMS with lead anchors, located every 12" o.c. max. 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each door system shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". It shall be located in a visible place !inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, with the manufacturer's name or logo, city and state. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed.. 6.3 Note: The installation of this unit will not.require a hurricane protective system. Mann 1 Perez, P.E. Plans Ex iiliner I1 Produ ontrol Division 7.1 TEST: . RESULTS: /P TEST TEST LOADS DESIGN LOADS AIR INFILTRATION ®1.57 PSF SFBC PA 202 -94 (1.25 CFMIFT 0.057 CFMIFT2 HTL- 0050- 0407 -96 ..1n000011.11.0. AIR INFILTRATION 1 624 PSF gFBC PA 202 -94 0.058 CFMIFT HTL -0050- 0407 -96 UNIFORM STATIC PRESSURE Qa DESIGN LOAD SFBC PA 202 -94 POSITIVE +60.0 PSF HTL- 0050 - 0401 -96 +60.0 PSF HTL -0050- 0407 -96 UNIFORM STATIC PRESSURE @ DESIGN LOAD SFBC PA 202 -94 NEGATIVE .50.0 PSF HTL -0050- 0407 -96 -50.0 PSF HTL -0050- 0407 -96 WATER RESISTANCE (PSF) SFBC PA 202 -94 - +6.0 PSF HTL -0050- 0407 -96 +40.0 PSF HTL - 0050- 0407 -96 UNIFORM STATIC AIR PRESSURE ® FULL TEST LOAD SFBC PA 202 -94 , POSITIVE +90.0 PSF HTL -0050- 0407 -96 +60.0 PSF HTL -0050- 0407 -96 _ UNIFORM STATIC AIR PRESSURE (cry FULL TEST LOAD SFBC PA 202 -94 NEGATIVE -75,0 PSF HTL - 0050- 0407 -96 -50.0 PSF HTL -0050- 0407 -96 FORCED -ENTRY RESISTANCE (FER) SFBC Section 3603.02 and SFBC PA 202 -94 SATISFACTORY HTL- 0050- 0407 -96 ------ ------ LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY HTL -0050- 0104-96 -- ---- CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +60.0 PSF HTL -0050- 0104 -96 +60.0 PSF HTL -0050- 0104 -96 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -50.0 PSF HTL -0050- 0104 -96 -50.0 PSF HTL - 0050.0104 -96 rDesign Pressure Rating (Positive) + PSF Design Pressure Rating (Negative) • -50.0 PSF 04/17/2000 MON 17:21 FAX MOOMMEmmikommommEL • Quality Engineered Products Co., Inc. 7. TESTS PERFORMED -2d ACCEPTANCE No.: 96- 0309.01 APPROVED : ' JUL • 1 1 1997 EXPIRES : JUL 1 1 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1 1007 /012 Manu Perez, P.E. Plans Finer 11 Product Control Division 04/17/2000 MON 17:21 FAX Quality Engineered Products Co., Inc. ACCEPTANCE No.: 96- 0809.01 APPROVED : 'JUL 1 1 1997 EXPIRES : ilt1 1 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 8 SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. along with installation diagram of a pair of commercial steel doors, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0050- 0407 -96, dated 04/17/96 and 07/08/96, signed and sealed by Timothy S. Marshall, P.E. 8.1.2 Test reports on 1) Large Missile Impact Test per SFBC, PA 201 -94. 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94. along with installation diagram of a pair of commercial steel doors, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0050- 0104 -96, dated 01/15196, signed and sealed by Tirnothy S. Marshall, P.E. 8.2 • Drawing: 8.2.1 Manufacturer's parts and section drawings. 8.2.3 Drawing No. HT8070, Quality Engineered Products. Inc., Hurricane Test Approval, Sheets 1 thru 4 of 4, prepared by manufacturer, dated 6/5/97, signed and sealed by Celestino F. Fernandez, P.E. 8.3 Material certification: ' 8.3.1 Tensile Test prepared by QC Metallurgical, Inc., Report No. QCM -6IM -2270 dated • September 19, 1996, for steel samples, tested per ASTM E8 -93, signed and sealed by James W. Roese, P.E. 8.4 Calculations: 8.4.1 Anchorage calculations prepared by C.F.Fernandez, -P.E_, dated 8/5/96, signed and sealed ti by Celestino F. Fernandez, P.E. 9. COMPARATIVE ANALYSIS: None 10. TYPICAL ELEVATION: For typical elevations and cross sections see Drawing No. 1-1T8070, Sheets 1 thru 4 of 4, bearing the Dade County Product Control approval stamp. t -3e- fj 008/012 Manu: Perez, P.E. Plans 4 firer II Product Control Division 04/17/2000 MON 17:22 FAX Quality Engineered Products Co., Inc. lr 1 1 009/012 END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 96- 0909.01 APPROVED : 1 .Ill l 1 LI 9 9 7 EXPIRES : JUL 1 1 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (3) years. 2. Any and all approved products shall be labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 4. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) ' If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number•preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job she at all times. The copies need not be re- sealed by the engineer. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated In Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manue Perez, P. E. Plans Exa Product ontrol Division er 11 04/17/2000 MON 17:22 FAX MIAMI -DAOE PRODUCT CONTROL NOTICE Quality Engineered Products Co., Inc. • , 4506 Quality Lane Tampa FL 33622 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 application for Product Approval of: PRODUCT CONTROL DIVISION Your a Pp pP (305) 375 -2902 FAX (305) 372 -6339 'Series Flush Outswing Commercial Steel Door(Pair)Impact Resistant under Chapter 8 of the Code of Miami -Dade County governilig the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 1023.06 Raul Rodriguez fi Chief Product Control Division THIS IS TIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires: 03/25/2002 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved 03/2511999 :, Internet mail address: postmaster @buildiagcodeoaliae.co OF ACCEPTANCE MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305)375-290S CONTRACTOR LICENSING SECTION (305) 375 -3527 FAX (305) 375-2558 0„,z. tiomepage: ht tp: / /www.bui[dingcodcon[ine.COm Z010/01 rancisco . Quintana, R.A. Director • I of 3 Miami -Dade County Building Code Compliance Office 04/17/2000 MON 17:22 FAX E, h uality En ineered P ro d ucts Co. I tie. NOTICE OF CCEPT NCE: PECIFIC CO NDITIONS LJ011/012 ACCEPTANCE No.: APPROVED : MAR 2 5 1999 EXPIRES MAR 2 5 2002 1. SCOPE 1.1 This approves a commercial steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Flush Outswing Commercial Steel Door (Pair)- Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No QEP 1999, titled "Hollow Metal Doors ", Sheets 1 through 5 of 5, dated 10/20/97 and revised on 2 -24 -1999, prepared by the manufacrurer, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the NGarni -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors. IF 4. INSTALLATION 4.1 The commercial steel doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 15t,,,...‘ 1. Ishaq 1. Chanda, P.E. Product Control Examiner Product Control Division Page 2 of 3 04/27/,000 MON 17:22 FAX P 81012/012 Quality Engineered Products Co. Inc. ACCEPTANCE No.: 97- 1023.06 APPROVED MAR 2 5 1999 EXPIRES : MAR 2 5 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Isl►e‘ei Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE Page 3 of 3 APR-12-00 W ED 15 i i 1 CKKHN HN NUU ROOFING ii £ Lh 305 7588484 • Oi,'u /6i) TUB 15.28 FAX 581 3�a 5391 561 $38 5391 3tOMIEIi LIF$T11.E MIAMI PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Llfetile LLC 135 NW 20 St. Boca Raton FL 33431 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1012.03 (Revises No.: 97- 1124.15) Exp i res:12/ 16/2 002 A pprovcd :12/30/1999 1 ..)f9 305 7588484 P.02 MEDITERRANEAN eel MIAMI -DAI >E COt:IL FL OR(OA METRO•DADE_ FLAGLER Br: tt.DItiG - __ ■.....a.....- ..._.._ • • BUILDING CODE COb1PLIA'4CE OFFICE MtE?RO -O %.DE FLAGLER SUILDI•JG 140 WET FLAGLER STREET. SUITE ;603 FLORIDA 33130.1563 L305) 37 = X • -901 FA (303) 315.2306 CO!4TRACTC•R LICENSING s£CTIO W (305) 37;..3527 FAX {305) 115.255$ CONTRACTOR E.IFORCt;MENT SECTION (305) 37::.1966 FAX (305) 375•2908 PROM CT CONTROL t)MS1ON 'our application for Product Approval of: (303) 31.3.2902 FAX ;303) ?'1.63: Shake and Slate - Colonial Slate & Shingle Blend Sierra Tile under Chapter 8 of the Code of Miami•Dede County governing the use of Alternate Materials and Types of Construction. and completely described herein, has been recommended for accepterce by the Komi -Dade Ciiunty Building Code Compliance Office (BCCO) under the conditions specified herein This approval shall not be valid after the expiration date stated below. BCCO reserves the right co secure this product or material at anytime from ajobsite or manufactucet's plant for quality control testing. If this product or material fails to perform in the approved manner. BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Do is :ca THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIF IC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has becn reviewed by the BCCO and approved by the B u; : :hng Core and Product Review Committee to be used in Dade County, Florida under the conditions set fortis abc%e : tarictsco Quintana. R.A Director Miami -Dade County Bulk ing Code Compliance Cffle 'Internet stall addtCta: vost nyterQbuildigl!codeu�llne,cont Homepagrs http : / /wwv..buitdingeodr.srt :ae.esc6 AgR -12 -00 WED 15:45 OBENOUR ROOFING 305 7588484 i J%. 3C'= _ " . 4 3 65 75S94124 4.""w SDI T6RR+��E 1� - - - - - - - - - - - - - - - - - - " " ..n, I TERRANEAN ROOF TILE zET 11�JE 01/24410 09:58 31!11/00 TUE 15.:Z0 FA4C 501 3,35 5301 RONIER ACCEPTANCE No, : 19. 1.03 APPROVED :December 30, 1999 £%I 11 F.S :Dece Tiber 16, TANG D CON TIOn NIONZE Y,T 1 Monier Lifetile 1.LC Etat Shake and Slate Tile Monier Lifetila LLC Sierra ShakeTM Tile & Super Shake It'' Tile Monier Lifctile LLC Colonial Slate & Shingle Blend Tile Trim Pieces Dienes on 14 16'4" = 13" 1" thick 1= 17" w • 12 3 /8" 1" thick �YOTI<CE OF (' EPTAINI Monier Lifetile Flat Shake & Slate' S-.trra Shake�K ;. 1. SCOPE Concrete Roof Tile, u rrir�ttufactt "[his revises a roofing oloni l usin anu designed ctu C tat�Ge, r Shaker'", at'ad COlonial Slate & Shingle of trhis Notice of A � County - F Mpe q d otic fof Acepta do r.` compl Li with the LLC described Building Code. 199 E determined b y SF C� a Miami-Dade 23, comply vetch the South Florida as deteenit compliance with 3 d the locations where the pressure requ'tC y calculations in pressure values obtain by exceed the design p ein The attachment calculations shall be done �= using the values listed in section 4 et moment based system. Category: Prepared Roofing Sub Category: Flat Profile Tile 2. PRODUCT DESCRIPTION ';1ianufac b annliSillri 1= 17" w� l2 3/8" I" thick 1g. varies w n varies varying thickne$S Product D r~ lien Flat, interlocking, high pressure cxtrud. concrete shake and state rc =of the equ'Pp - with two nail holes. For direct deck or battened nail -on. moron ur adhesive se, applications. • FA 112 Flat, interlocking high pressure ex:r = concrete shake roof tile, V. ►th a texture' face, equipped ed with v wo nail holes F=• direct deck or battened na 1 -on, mortar adhesive set applications. PA t 12 Fiat, interlocking, high pn =ssure c <<, concrete roof tile equipped with two - hoies. For direct deck or )attend mortar or adhesive set upf A ceessory trim, concrete -oof pieces - PA 112 rakes, ridges and 'al terminations. hips• Manufa`tcred for te profile. Test S i Ions PA 112 tank Zuloase. EtkC P.03 , APR -12 -00 WED 15:46 OBENOUR ROOFING 03,24100 09:59 MEDITERRANEAN kuut TILE -, 305 75x5 3464 O1 /11i00 TUE 15:27 FAX 58t 338 3381 MONIER LIF TILE • MONIER L i 1,C a) Rainproof 11 Ice and Water Shield Wood Battens Tile Nails Tile Screws 2.1 Components or products manufactured by others Product Roof Tile Mortar ( "TileTiteTM ") Roof Tile Mortar ( "Quikretwl Roof Tile Mortar glIa0") Qirgg 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll i • � NOTICE Q.F' _ PTANC : STAN V err ica1 Min. 1"x 4" Hori oral Min. i "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" « 8* 2 ' /i' long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A 1/A Test Sn5citiegtions PA 104 PA 103 Wood Preservers Salt pressure Institute LP -- 2 treated or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 EXPIRES 305 7588484 ONDIT Olwa Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roo tile applications. Prepared mortar mix designed for mortar set roof tile applications. Fran • 2u1oaga, RRC Rooting Product ConUo( Examiner P. 04 tto. act= G; MEDITERRANEAP4 00 t ACCEPTANCE No.: 99- 1012.05 APPROVED :December 30, 1999 :December 16, 2002 Product Desssption vianufocturcr, Protcet -O -W rap• inc. (« ith current NOA) W.R. Grace Co. (a ith current NOA) generic generic generic Bermuda Root C:ompanY, Inc. with current PCA Quik:ete Construction Products vitn Current PC 4 APR -12 -00 WED 15:46 ODENOUR ROOFING 305 7505484 P.05 0,,i11/00 TL�E 18:27 FAX Sal 33S 8391 N . '` 9nd MONIER LIFETILE -y- MEDITERRANEAN 0904 03.24 09:59 MEDITERRANEAN ROOF TILE + 305 7588464 Roof Tile Adhesive ( "Polypro® AH160 ") Roof Tile Adhesive TileBond MULE E1� LIF>ET LE LLQ Hurricane Clip & Fasteners 3. LIMITATIONS N/A Factory premixed canisters Clips Min. '/" width Min. 0.060" thick Clip Fasteners Min, 8d x 1 V1 PA 114 Appendix E ACCEPTANCE No.: 99 1014.03 APPROVED :December 30, 1999 :December 16, 2002 EX NOTICE OF A T NCE: A 'DARD ONDI IONS Test Product • product Dimensions Spgcifrcations Description Manufacturer Roof Tile Mortar NI.0. pA 123 Prepared mortar W. R. Bonsai Co. ("BONSAI-0 mix designed for with current PCA Roof Tile Mortar mortar set roof tile Mix ") applications. See PCA Two component Pr,lyfoam Products. polyurethane Inc. adhesive designed for adhesive set roof tile applications. See PCA Single component F lexible Products polyurethane (with cur rent foam roof tile NOA) adhesive Corrosion resistant clips with corrosion resistant nails. Generic 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test snarl be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3,4 Minimum underlayments shall be in compliance with the a,plicable 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 underlaymeat male riat rnanufaetu: ers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements snail be in compliance with chapter 29 of the SFBC. �� /' 'x • ran yloasa, Et.RC Roofing Product Control Examiner AP -1 2-00 1 5:47 OBgNOI.IR ROOFING 03/24f00 10:00 MEDITERRANEAN ROOF TILE -, 305 7588484 00 'IUE 15:28 FAL 881 330 5381 UONIER LIFETIT$ MONIER LIFETILE LLC NOTICE OF ACC - AN D ' D • 11 IT ION S 4. INSTALLAT[ON 4,1 Monier Lifetile Flat Shake & Slate, Sierra ShakeTM & Super Shaker"'. and Colonial Slate & Shingle $Lend Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 11 9, and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lifetile Shake & Slate, Sierra Shake & Super Shake?", and Colonial Slate & Shingle Blend Tile Table Multipt - . Ii) (1t Batten Application 0.267 Direct Deck Application 1 0.289 Tile Profile Monter Lifetile Shake & Slate, Sierra Shaker" & Super Shaken", and Colonial State & Shingle Blend TUe Table 2: Restoring Moments due to Gravity M (ft -Ibf) 4":12" S ":12" 6":12" 3 " :12" mans 6.57 Direct Battens Deck 7.62 6.47 Direct Deck 7.43 Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail•On System9 Tile ---- ratener Type Direct Oeck Direct C e Batters Profile (min 15132" plywood) (min. 19132" plywood) Monier Lifetile Shake & Slate. Sierra Shaken' & Super Shaken'. and Colonial Slate & Shingle Blend Tile 2 - 10d Rin • Shan Natts 1. 0 $ oath or Screw Shank Nail 2 -10t1 i nooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 30.9 7.3 '14,0 30.8 51.7 1.10d Smooth or Screw 24.3 Shank Nail (Field Clip) 1-10d Smooth Or Screw - 19.0 Shank Nail (Save Clip) 2 -10d Smooth or Screw Shank Nails (Field Ct"tp� 2-10d or Screw Shank Nads (Eave Cli 2 -10d Ring Shank Nails 50.3 tnstauation with aft tile headta . and fasteners are located a Min. of 31.9 305 7588484 r.. 3 08 XE - -- KEDITERRANEA.N 00S ACCEPTANCE No. : 99-1012.03 APPROVED :December 30, 1999 EXPMES :December 16, 2002 ettens 6.33 race Deck 7.27 Battens 8.17 38.1 9.8 31.1 X. (ft') 7 ":12" or greater Direct Battens pirect Onck Clack 7.09 6.00 6 90 `''"'1 eaga, RRC 17.2 32.2 18.E 7. 30.E 16 2 51.7 24 4 24.: 2 19,0 22.1 35.`1 34 P.06 Table 4: Attachment Resistance Expressed as a Moment M, (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Shake & Slate. Sierra Shake" & Super Shake!", and Colonial Slate & Shingle Blend Tile Adhesive 31.3 2 See manufactures con onent awwroval for installation requirements. 3 Flexible Products Company TiteBond Average weight per patty 13.9 grams. Polyfoam Product. Inc. Avers -0 wel - ht • et pp 8 -rams. _ APR -12 -00 WED 15:48 OEENOUR ROOFING 63/24/06 10:01 PIED I TERRANEAN ROOF TILE • 365 ?589454 o1 /11,do Tim 15 :28 FAX S$1 338 3381 MONIER LIPtTILE • MONTER LIFETIJ E LLC 6 Tile -rite Roof Tile Mortar. 305 7588484 ACCEPTANCE No. : 99- 1012.03 APPROVED :December30, 1999 EXPIRES :December 16, 2002 NOICCE OP ACCEPT NCE: S�`a tiARD CQ�1DI� i`_ Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -ibf) for Single Pa Adhesive Set Systems Minimum Attachment I Resistance dO C s Tile Profile Monier Lifetile Shake & Slate. Sierra Shake'"' & Super Shake'', and Colonial Slate & Shingle Blend file 4 L.ar -e pads placement of 45 -r8 sm of PotyPro^". Tile Profile Monier Lifetile Shake & Slate, Sierra Shake" & Super Shaken', and Colonial Slate & Shingle Blend Tile Tile Application PolyPro' PotyProTM Table 4B: Attachment Resistance Expressed as a Moment - M, (ft -lbt) for Mortar or Adhesive Set 5 stems Tile Application Mortar Se 30E1 gimr: -t-r'r MEDITERRANEAN '. OOe Attachment Resistance 43.9 J 3. LABELING All tiles shall bear the imprint or identifiable marling of the manufactwer'.s name or logo. or following statement: "Miami -Dade County Product Control Approved'. 6_ BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Nodee of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evalu iivof this sy - i Frank Zutoaga. RRC Roofing Product Cott: to EXaminer P.07 APR -12 -00 WED 15:48 OBENOUR ROOFING 305 03'24/00 10: 01 MED I TERRA1' ERN ROOF TILE —, 305 7508404 01!11%00 TUE 18 ;20 FAX 581 338 5381 MONIER LIFETILE 344 KEDITERRAI'EAN 16007 a, MONIER LIFETIl L L C PROFILE DRAWINGS 7 7588484 ACCEPTANCE No. :, 99- 10i2-f.�3, APPROVED :December 30, 1999 EXPIRES OF ACCEPTA ST; P ARD COND IONS MONIER LIFETILE SNAKE & SLATE CONCRETE ROOF TILE MONIER LI FETILE SIERRA SHAKE & SUPER SHAKE CONCRETE ROO F TILE :December 16, 2002 ra` uloagg, RRC Rooting product Centro Examiner P. 08 'APR -12 -00 WED 15:49 OBENOU_R ROOFING 10:0 63.�24i0p 2 ter.. • 01/J1/90. 0 1S; Z8 2 SKI ?B TER� i ERN ROOF TILE - 305 75t' d84 ifUN18R LtFE'j'ILb t 8 305 7588484 1ti'[O R LYF TILE ACCEPTANCE No. 12 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTiC C EPT K 5 ANDa b CONDi MONIER LVFtT(LE COLONIAL SLATE & SHINGLE BLEND CONCRETE RJOF Rook% Frodhct Control Ex unit: P.09 4 44 mtin zkkxtintA . • 4ti V V O --- ' ,cu t I erred - wtwv Hulk" TILE 4 305 7588484 o1r11i00- TUE i8 :30 FAX 561 338 8391 MONIER LIFEULE JJJ MEDITERRANEAK Zone 41{31 7; 17 LIPET1lLE LLC NOTI E Of CCEPT; N STA ' AR i CO DITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been Pied and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labsted with the manufacturers name, city, state. and the following statement: "Miami -Dads County Product Control Approval ". or as specifically stated in the specific conditions Of this Acceptance. 3, Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the !valuation of th:s product and the product is not in compliance with the code changes. b. The product is no tonger the same product (identical) as the one originally approved c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d, The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession, 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance. unless prior written : pproval has been requested (through the filing of a revision application with appropriate fee) artd granted by this office. s. Any of the following shall also be grounds for removal of this Acceptance. a. Unsatisfactory performance of this product or process. b. Misuse of this Acctptanee as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Mimi County, Florida. and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety, A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall he provided to the user by the manufacturer or its distributors and shall be available For inspection at the job site at all time. The engineer need not reseal the copies, 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 8 and this last page 9. END OF THIS ACCEfiTAN 9 ACCEPTANCE No_ :_91 APPROVED :December 30, 1999 EXPIRES :Decetaiber 16, 2002 Frank Zuloaga. RRC Roofing Product Control Examiner 4 EASTCOAST TESTING & ENGINEERING, INC•, sos1 a 'Lac 4100 NORTH POWERLINE ROAD - SUITE G -1 4361 OKEECHOBEE BLVD.,- SUITE A -5 POMPANO BEACH, FLORIDA 33073 WEST PALM BEACH, FLORIDA 33409 BROWARD (954) 9727645 (SOIL) - DADE (305) 9474766 1 -800- 3297645 (SOIL) - (561) 4718220 November 08, 1999 FACIMILE 0 (954)- 971 -8872 ESTABLISHED 1981 Report of Engineering Evaluation For : Harper Partners Inc. Project : Proposed New Two Story Building, Class Room & Faculty Building Location: Barry University - NW 115 Street Miami, Florida Gentlemen: As per your request Eastcoast Testing S Engineering, Inc. performed the standard penetration test borings at the above location on.November 04th, 1999. We are herein submitting the results of our findings. A review of our boring logs shows that beneath a layer of surface overburden, the upper level of subsoils are comprised of very loose organic sands, little limerock and root, (muck) at a depth of approximately 1.0 to 1.5 feet below the existing ground surface. Beneath this layer of compressible organic sand were layers of loose and medium dense light gray and pale brown limerock fragments and fine - medium grained sands at varying depths to +/- 10.0 feet below grade. Below this zone a stratum of loose and dense fine grained sands were generally disclosed. These sand strata extended past the terminal depth of our borings which were twenty feet maximum penetration. In order to prepare the site to support construction designed for an allowable soil bearing capacity of 2500 psf, we recommend the following procedures be implemented. 1. Clear and grub the proposed building pad area plus an extended perimeter of five feet beyond any proposed wall footing or foundation element. Care should be taken so as to insure the complete removal of any deleterious materials encountered including topsoil, root mats, debris, silts, clays or muck. 2. Once this has been accomplished and approved by this laboratory excavate the site and extended perimeter to a minimum depth of approximately 1.5 below the existing ground surface at the time of our testing program. Suitable materials may be stockpiled at the site for reuse after approval and testing by the engineer. Once this has been accomplished, compact the bottom of the excavated area with sixty, (60) overlapping passes with a large vibratory roller, (CA -25S or larger) until the bottom 2 feet of the excavation have been compacted in excess of 98% of the material's modified maximum dry density as per AASHTO T -180. Each pass of the roller should overlap the preceding pass by one half of the width of the vibratory drum. Maximum speed of the roller should be 2 ft./ sec. For optimum compaction efficiency we recommend that the soils be within +/ -2 % of optimum moisture at the time of densiflcatlon.. Care must be exercised by the contractor during the excavation and compaction phase of construction. The close proximity of the existing foundations to the construction boundaries necessitate that he utilize what ever means necessary to insure the stability of the existing foundations during construction. 3. Once this has been accomplished and verified by our office, the pad may be brought to construction grade utilizing clean granular fill. The fill may be placed in lifts not to exceed twelve inches in compacted thickness. Each lift should be compacted to a minimum density of 98% of the material's modified proctor density as per AASHTO T -180. Clean granular fill shall be construed to mean granular material containing no more than 5% by weight organic and clayey matter and no man -made debris. It shall be free of roots, fiber, branches, leaves, and should not contain any rock and gravel larger than 3 inches or 50% of the compacted layer thickness. THRESHOLD /SPECIAL. INSPECTIONS SOIL. BORINGS. DENSITY ASPHALT. COMMIE GEOTECHNICAL TESTING LABORATORY EASTCOAST TESTING & ENGINEERING, INC., - SERVING SOUTH FLORIDA SINCE 1981 1- SOO - 329 'SOIL" Page 2. Order #995032A 4. Suitable materials may be stockpiled at the site to be reused after approval and testing by the Engineer. Following and during the clearing and excavation stage the area shall be witnessed by an inspector from this laboratory for approval prior to selective backfilling. No vibration shall take place in the vicinity of any existing structure as this may cause localized dams • e to nearb e istin • tr ctur: . The above operations shall be witnessed and verified by an inspector from this laboratory. The excavated surface and each 12" loose lift of imported fill material within the footing and slab areas shall be tested to within 98% of the Soils Modified Maximum Dry Density as per AASHTO DESIGNATION T -180 inspected by this laboratory and verified with field density - moisture relationships. Shallow retest borings shall be performed to verify the resultant compaction effort for certification purposes. Footing embedment shall be of sufficient depth below the adjacent grade so as to comply with all local and area building codes. Minimum footing widths of 18" and 36" are recommended for continuous wall footings and individual column pads respectfully, although they may not develop the full allowable bearing pressures. For purposes of this report we have anticipated that the proposed bottom of footing elevation will be similar to the elevation of the site at the time of our investigation. Foundation elements may be designed as isolated footings or as a monolithic type of foundation /slab system, as long as ample consideration is given to the increased shear stresses inherent in monolithic systems at the slab to footing interface. Surface compaction specifications shall be verified utilizing in place density tests at the frequency of 1 test per 100 if of wall footing, and 1 test per column pad. Slab areas and undisturbed pad lifts may be tested at the frequency of two tests per 2500 sf, but in no case less than 4 per lift. The natural ground water table was discovered to exist at an elevation of 10.0 feet below the existing natural ground surface at the time of our borings. The Standard Penetration Test ASTM D -1586 The Standard Penetration Test is the most commonly employed tool utilized to identify in -situ subsurface soil conditions. The "N" values obtained from the boring provide an accurate estimation of internal soil characteristics such as relative density, internal shear strength, angle of internal friction, and the approximate range of the soil's unit weight. These "N" values represent the resistance of a 2 inch diameter split spoon sampler driven by a 140 pound hammer free falling 30 inches. Each drive of the 24 inch long split spoon is divided into four six inch Increments. The second and third increments are totaled to produce the " N " value found on your report The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing if requested. Samples are generally held for 90 days unless otherwise directed by the client. THRESHOLD/SPECIAL INSPECTIONS. SOIL. BORINGS. DENSITY. ASPHAL LLQNCRETE 6 GEOTECHNICAL TESTING LABOg TO1 LY EASTCOAST TESTING & ENGINEERING, INC., Page 3. Lab #995032A An approximate ground water table is obtained from the borehole upon completion of the drilling procedures. This water table is useful In the general evaluation of particular soil conditions, and may give the contractor some insight Into what can be anticipated during construction. It should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. Although the standard penetration test is one of the most reliable methods used to identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile is strictly based on the data obtained from the borings, and if unusual or varying conditions are found we should be notified immediately. A test is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum encountered . Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property corners. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered in the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, project, or ancillary use unless so specified and addressed by the engineer of record. Thank you for using EASTCOAST TESTING AND ENGINEERING for your geotechnical needs. Should you need further assistance with this or any other project, please contact this office. Respectfully Submitted; EASTCOAST TESTING 8 ENGINEERING, I Blanc, V.P., P. . Florida #35683 Special Insp. No. 1177 J:Idatalwpdocslspt1995032a. cs "SERVING SOUTH FLORIDA SINCE 1081 1- 800 - 329 "SOIL" ;, rraig S. Smith, President THRESHOLD/SPECIAL INSPECTIONS. SOIL. BORINGS. DENSITY. ASPHALT QNCRF.TE 6 GEOTECHNICAL TESTING LABO RATORY EASTCOAST TESTING & ENGINEERING, INC. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 ESTABLISHED 1981 CVO: C.O.D.: LABORATORY NUMBER 995032- OFFICE FAX #: CLIENT: HARPER PARTNERS INC NOTE': SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE ,LOCATIONS ARE APPROX UNLESS STAKED BORING NUMBER: PAGE NUMBER: 1 VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 DEPTH FEET 1 1 2 3 4 Pale brown sandy limerock Pale brown sandy limerock Very pale brown fine sand 5 6 7 8 9 10 11 12 13 14 PROJECT: BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG CREW CHIEF: H.E. PROJECT LOCATION: NW 115TH STREET MIAMI DRILLER: E.M. BORING LOCATION APPROX NW B/C DRILL RIG#: F -250 GROUND WATER: 10' DATE: 11 -4 -99 ELEV: APPROX 1 ABOVE D -WAY CASING: SPT SAMPLE NUMBER 2 3 4 5 15 16 Dark gray fine medium grained sand with some roots & organic (topsoil) Gray fine medium grained sand little limerock PO #: 954 -971 -8872 BORING NUMBER 1 CUSTOMER #: N VALUES 4 14 15 14 4 3 9 16 BLOWS ON 2 2 2 8 5 9 4 2 2 2 3 5 SPT 2 6 6 6 5 7 5 6 7 2 1 2 a 6 6 6 7 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" 0.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EAST • AST TESTING & ENGINEERING, INC., ,MAR r LANC, V.P. P.E., G S. SMITH, PRESIDEN T RIDA REGISTRATION #35683 THE I OF THIS REPORT IS NOT FOR ENVIRO 1t[! . PU' ' OSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETD IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 ESTABLISHED 1981 CVO: C.O.D.: PO #: LABORATORY NUMBER 995032 -A1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER: 1 CLIENT: HARPER PARTNERS INC CUSTOMER #: PROJECT: BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG CREW CHIEF: H.E. PROJECT LOCATION: NW 115TH STREET MIAMI DRILLE E.M. BORING LOCATION APPROX NW B/C DRILL RIG#: F -250 GROUND WATER: 10' DATE: 11 -4 -99 ELEV: APPROX I'ABOVED -WAY CASING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED BORING NUMBER: AGE NUMBER: 2 VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 DEPTH FEET 6 17 18 19 20 21 22 23 24 25 26 SAMPLE NUMBER 27 28 29 30 31 32 Light gray fine sand BORING TERMINATED @ 20' N VALUE 26 22 BLOWS 0 SAMPLER 11 13 SPT 2ND 6" 13 15 12 14 18 10 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° 0.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. AS A MUTUAL PROTECTION TO THE OWNERS AND OURSELVES, THE ENGINEER AND /OR ARCHITECT IN TH SHALL CHECK THIS REPORT WITH THE SAMPLES SUBMITTED PRIOR TO THE PURCHASE OF PROPERTY, OR DESIGNING OF FOUNDATIONS AND STRUCTURES. RESPECTFULLY SUBMITTED, EA" OAS & ENGINEERING, INC., AIG lT f S. SMITH, PRESIDENT M BLANC, P.E. # 35683 THE INTENT OF THIS REPORT IS NOT FOR ENWRO I'' PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CER'17FICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (Ella IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerllne Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 ESTABLISHED 1981 CVO: C.O.D.: PO #: LABORATORY NUMBER 995032 -B OFFICE FAX #: 954- 971 -8872 BORING NUMBER 2 CLIENT: HARPER PARTNERS INC CUSTOMER #: PROJECT: BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG CREW CHIEF: H.E. PROJECT LOCATION: NW 115TH STREET MIAMI DRILLER: E.M. BORING LOCATION APPR X SW B/C DRILL RIG #: F -250 GROUND WATER: 10' DATE: 11 -4 -99 ELEV: APPROX 1 ABOVE D -WAY CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED BORING NUMBER: PAGE NUMBER: 1 VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 DEPTH FEET 1 2 3 4 12 13 14 15 1 2 3 5 6 7 8 9 10 Black organic sand little limerock and root Pale brown fine medium grained sand little limerock White limerock with fine medium grained sand Very pale brown tine medium grained sand trace cemented sand Very pale brown fine sand 11 5 16 SAMPLE NUMBER 4 N VALUES 7 18 13 8 5 9 10 BLOWS ON 3 3 0 4 12 9 6 4 3 3 5 5 5 SPT 4 2 2 6 11 7 7 5 2 2 2 4 3 3 4 5 4 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" 0.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTC AST TESTING & ENGINEERING, INC., AIG S. SMITH, PRESIDENT 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 LANC, V.P. P.E., LORIDA REGISTRATION #35683 THE INTENT OF' THIS REPORT IS NOT FOR ENVIRONM TPAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (LYE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. ESTABLISHED 1981 CVO: C.O.D.: LABORATORY NUMBER 995032 -B1 OFFICE FAX #: CLIENT: HARPER PARTNERS INC PO #: 954 -971 -8872 BORING NUMBER: 2 CUSTOMER #: PROJECT: BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG CREW CHIEF: H.E. PROJECT LOCATION: NW 115TH STREET MIAMI DRILLE E.M. BORING LOCATION APPROX SW B/C DRILL RIG #: F -250 GROUND WATER: 10' DATE: 11 -4 -99 ELEV: APPROX I'ABOVE D -WAY CASING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 17 6 Light gray fine sand 18 19 20 21 22 23 24 25 26 BORING TERMINATED @ 20' 27 28 29 30 31 32 N VALUE 19 42 BLOWS 0 SAMPLER 7 11 22 18 SPT 2ND 6" 8 18 24 28 MIME STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. AS A MUTUAL PROTECTION TO THE OWNERS AND OURSELVES, THE ENGINEER AND /OR ARCHITECT IN TH SHALL CHECK THIS REPORT WITH THE SAMPLES SUBMITTED PRIOR TO THE PURCHASE OF PROPERTY, OR DESIGNING OF FOUNDATIONS AND STRUCTURES. RESPE TFULLY SUBMITTED, EA AST TESTING & ENGINEERING, INC., THE INTENT OF THIS REPORT IS NOT FOR ENVIRON PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (P:! E) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. IG S. SMITH, PRESIDENT EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 MA: e = LANC, P.E. # 35683 EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) -971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 ESTABLISHED 1981 CVO: C.O.D.: LABORATORY NUMBER 995032 -C OFFICE FAX #: CLIENT: HARPER PARTNERS INC PROJECT: BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG PROJECT LOCATION: NW 115TH STREET MIAMI BORING LOCATION APPROX NE B/C GROUND WATER: 10' DATE: 11 - 4 - 99 ELEV: PO #: 954 - 971 - 8872 BORING NUMBER 3 CUSTOMER #: CREW CHIEF: H.E. DRILLER: E.M. DRILL RIG#: F - 250 APPROX 1 ABOVE D -WAY CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE ,LOCATIONS ARE APPROX UNLESS STAKED BORING NUMBER: PAGE NUMBER: 1 VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 DEPTH FEET 1 1 2 7 8 9 10 Pale brown fine medium grained sand little limerock Pale brown sandy limerock Very pale brown sandy limerock 2 3 4 5 6 11 12 13 14 15 16 SAMPLE NUMBER 3 Very pale brown fine sand Brownish yellow fine sand 5 6 Gray fine medium grained sand with roots little limerock & organic N VALUES 5 4 10 12 6 3 7 14 BLOWS ON 2 2 5 6 6 6 4 3 1 2 3 SPT 2 3 2 3 2 3 4 4 6 6 3 3 1 2 3 4 8 4 6 6 7 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER W1TH 140 LB. HAMMER FALLING 30° SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EAST %AST TESTING & ENGINEERING, INC., t S.` H, PRESIDENT A MA e'LANC, V.P. P.E., ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRTI1 tN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) 971 -8872 ESTABLISHED 1981 CVO: C.O.D.: LABORATORY NUMBER 995032 -C1 OFFICE FAX #: CLIENT: HARPER ARTNERS INC PROJECT: BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG PROJECT LOCATION: NW 115TH STREET MIAMI BORING LOCATION APPROX NE B/C GROUND WATER: 10' DATE: 11 -4 -99 ELEV: PO #: 954 -971 -8872 BORING NUMBER: 3 CUSTOMER #: CREW CHIEF: H.E. DRILLE E.M. DRILL RIG#: F -250 APPROX 1 ABOVE D -WAY CASING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE / OCATIONS ARE APPROX UNLESS STAKED BORING NUMBER: PAGE NUMBER: 2 VISUAL SOIL CLASSIFICATION /AASHTO M145 /ASTMD2487 DEPTH FEET 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 SAMPLE NUMBER Brownish yellow fine sand BORING TERMINATED @ 20' N VALUE 29 42 BLOWS 0 SAMPLER 11 18 15 24 SPT 2ND 6" 13 14 18 22 ENV STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. AS A MUTUAL PROTECTION TO THE OWNERS AND OURSELVES, THE ENGINEER AND /OR ARCHITECT IN TH SHALL CHECK THIS REPORT WITH THE SAMPLES SUBMITTED PRIOR TO THE PURCHASE OF PROPERTY, OR DESIGNING OF FOUNDATIONS AND STRUCTURES. RESPECTFULLY SUBMITTED, EAST • AST TESTING & ENGINEERING, INC., IG S. SMITH, PRESIDENT M L - BLANC, P.E. # 35683 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE INTENT OF THIS REPORT IS NOT FOR ENVIRO !%+ AL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (H1 E) IS STRICTLY PROHIBITED UNLESS WRI! 1 tN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. RESPECTFULLY SUBMITTED, EAST _ %AST TESTING & ENGINEERING, INC., EASTCOAST TESTING & ENGINEERING INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beath, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947.4768 - FAX (954)- 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 ESTABLISHED 1981 CVO: C.O.D. LABORATORY NUMBER 995032 -D OFFICE FAX #: CLIENT: HARPER PARTNERS INC PROJECT: BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG PROJECT LOCATION: NW 115TH STREET MIAMI BORING LOCATION APPROX SE BLDG CORNER GROUND WATER: 10' DATE: 11 -4 -99 ELEV: PO #: 954 -971 -8872 BORING NUMBER 4 CUSTOMER #: CREW CHIEF: H.E. DRILLER: E.M. DRILL RIG#: F -250 APPROX 1 ABOVE D -WAY CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE ,LOCATIONS ARE APPROX UNLESS STAKED 6 7 8 BORING NUMBER: PAGE NUMBER: 1 VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 DEPTH FEET 3 4 5 9 10 11 12 13 14 15 16 SAMPLE NUMBER 3 4 Dark gray orgainc sand with root (topsoil0 Light gray fine medium grained sand Very pale brown sandy limerock White sandy limerock Yellowish brown fine sand N VALUES 3 4 13 13 12 4 6 11 BLOWS ON 3 2 2 6 7 7 7 7 5 3 2 3 3 5 5 SPT 2 4 6 6 6 6 7 2 2 3 4 6 6 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2 " O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION 0-1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. .SMITH, PRESIDENT M e BLANC, V.P. P.E., FLORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. ESTABLISHED 1981 s' CVO: C.O.D.: P LABORATORY NUMBER 995032 -D1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER: 4 CLIENT: HARPER PARTNERS INC CUSTOMER #: PROJECT: BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG CREW CHIEF: H.E. PROJECT LOCATION: NW 115TH TREET MIAMI DRILLE E.M. BORING LOCATION APPROX SE BLDG CORNER DRILL RIG#: F -250 GROUND WATER: 10' DATE: 11 -4-99 ELEV: APPROX 1 ABOVE D -WAY CASING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE ,LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 N VALUE BLOWS 0 SPT SAMPLER 2ND 6 FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 17 6 Brownish yellow fine medium grained sand 26 8 11 14 20 18 69 28 33 19 36 41 20 21 BORING TERMINATED @ 20' 22 23 24 25 26 27 28 29 _ 30 31 32 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" 0.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" RESPE TFULLY SUBMITTED, EA T EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305 947 -4768 - FAX (954) 971 -8872 SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. AS A MUTUAL PROTECTION TO THE OWNERS AND OURSELVES, THE ENGINEER AND /OR ARCHITECT IN TH SHALL CHECK THIS REPORT WITH THE SAMPLES SUBMITTED PRIOR TO THE PURCHASE OF PROPERTY, OR DESIGNING OF FOUNDATIONS AND STRUCTURES. OAST TESTING & ENGINEERING, INC., RAIG S. SMITH, PRESIDENT MA ' L - BLANC, P.E. # 35683 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE INTENT' OF THIS REPORT IS NOT FOR ENVIRONM PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (E•I't) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. ESTABLISHED 1981 i t CVO: LABORA - TO PRQJECT: PROJECT LOCATION: BORING LOCATION GROUND C.O.D.: PO BORING CUSTOMER CREW DRILL D -WAY #: NUMBER 995032 -E OFFICE FAX #: 954 -971 -8872 NUMBER #: CHIEF: DRILLER: RIG #: CASING: 5 CLIENT: HARPER PARTNERS INC BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG H.E. NW 115TH STREET MIAMI E.M. APPROX SW CORNER OF REST ROOMS F -250 WATER: 10" DATE: 11 -4 -99 ELEV: APPROX 1 ABOVE SPT NOTE': SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE I.00ATTONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 1 1 Very dark gray organic sand little limerock and root 46 8 30 2 2 Gray fine medium grained sand little limerock 16 28 3 18 20 12 4 6 5 5 3 Very pale brown tine medium grained sand trace limerock 9 5 _ 4 6 5 4 7 8 5 3 8 4 White sandy limerock 5 6 9 s 6 6 10 5 Pale brown fine medium grained sand little cemented sand & shell 3 _ 2 11 4 _ 2 2 92 2 4 13 6 Yellowish brown fine sand 5 3 2 14 3 3 15 7 5 — 4 16 3 3 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPUNG BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. EASTCOAST TESTING & ENGINEERING INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTC'AST TESTING & ENGINEERING, INC., tr IG S. SMITH, PRESIDENT e BLANC, V.P. P.E., FLORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRO 1 AL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CER771-7CATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (1:! J 1 IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. 4100 North PowerlIne Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) 971 -8872 EAR • RESPE TFULLY SUBMITTED, AST TESTING & ENGINEERING, INC., EASTCOAST TESTING & ENGINEERING, INC. ESTABLISHED 1981 R IG S. SMITH, PRESIDENT i 'K Le BLANC, P.E. # 35683 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL.) - (561) 471 -8220 CVO: C.O.D.: LABORATORY NUMBER 995032 -E1 OFFICE FAX #: 954- 971 -8872 CLIENT: HARPER PARTNERS INC PROJECT: BARRY UNIVERSITY CLASSROOM FACULITY OFFICE BLDG PO #: BORING NUMBER: 5 CUSTOMER #: CREW CHIEF: H.E. PROJECT LOCATION: NW 115TH STREET MIAMI DRILLE E.M. BORING LOCATION APPROX SW CORNER OF REST ROOMS DRILL RIG#: F -250 GROUND WATER: 10' DATE: 11 -4 -99 ELEV: APPROX I'ABOVE D -WAY CASING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH FEET 17 I 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 SAMPLE NUMBER BORING NUMBER: PAGE NUMBER: 2 VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 Brownish yellow fine sand BORING TERMINATED @ 20' N VALUE 18 32 BLOWS 0 SAMPLER 5 12 13 16 SPT 2ND 6" 6 12 16 15 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. AS A MUTUAL PROTECTION TO THE OWNERS AND OURSELVES, THE ENGINEER AND /OR ARCHITECT IN TH SHALL CHECK THIS REPORT WITH THE SAMPLES SUBMITTED PRIOR TO THE PURCHASE OF PROPERTY, OR DESIGNING OF FOUNDATIONS AND STRUCTURES. THE INTENT OF THIS REPORT IS NOT FOR ENVIRON g AL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (LT E,9 IS STRICTLY PROHIBITED UNLESS WRI'I'I tN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. BARRY UNIVERSITY CLASSROOM BUILDING SITE CLASSROOM /FACULITY.OFFICE BLDG. BORING LOCATION SKETCH NOV. 8, 1999 L • SPT 1 • SPT 2 SPT 3 • SPT 4 • EXISTING FINE ARTS COMPLEX BUILDING ALL LOCATIONS ARE APPROXIMATED FOR ILLUSTRATION PURPOSES. ACTUAL FIELD LOCATIONS WERE FOUND UTILIZING PACED DISTANCES AND .1 SPT 5 BUILDING ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of Building Signed• In - • nsideration of / Ave, pertai ' . ' ereto and in s In - p i g this permit I MIAMI SHORES VILLAGE, FLORIDA PERMIT CONTRACTOR or BUILDER BY N_ 46717 Date 5 —a tP Contractor's License No. Work to be performed under this Permit + tictO Sto T` 8 Oz Dri�t� elrry <<ni vcv a i Classe 5 on groom FLoodz arta Architect MarpQr P({ 'iiers 1 rnC , Fncuill oeFicES owl /4 .0 FLoaa, �y � — 1 � S S'tru ctur 4/ a S Contractor B felo '�'1LLMD l oil t . C o . 1' a(Uf' Poo d ©,� v Permit: p ? 1 �J or Budder 5 CCF: � Legal Lot Subdi- Notary: vision Description Bl. Sq. Ft.: i q 55 t..r Rd Value of Raadoo n: I , sat Address of 3 O0 Project $ 1 000 C� Permit Building p2 C 1e� e � Amount of 3 42,5r ' �S' This permit is granted to the contractor or builder 1 ai d a toc construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employe (INSPECTOR) BY the I. 1 . t "me of this permit I agree o perform the work covered hereunder in compliance with all ordinances and regulations tri i tywith the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. u sponsibility for all work done by either, myself, my agent, servant or employee. 8405A200 05/04 /OOTOTL 3125.54 AUTHORITY • 11 . C ^':• ns Cornoc�dQn_I • JK. s • .1. • . SCOPE • was issued on 0626197. It approves 2�� x;)! , This renown. the•Nagee•8f Ac ce No. 96412741 which designed to � . ' ..pit bu rgh'Coniitig Glass Blocks es' described in Section 2 of this Notice of Acceptance. z th. the: South Florida Building Code, 1994 Edition for Miami -Dade County, (SFBC) for the "' ` ' aot aho w� , as detertttined SFBC Chapter 23, do not exceed the ;a:; • � 'locations where.the pte�re zegtsireiaents by iH '. design pressure' rating Yak= indicated in•the approved drawings. • 7-..,;:, :, 2 •P.1tODUCI' DESCRIPTION.. with the i4 '• :T'He• pittsbs h•.torolug Glass•Bloelcs shall be fabricated and used in strict compliance . .. • Following documents: Deswing.44; titled "Regular Thickness Glass Block Panels", prepared by . • Pittsburgh. Co n g • C o r p o r a t i o n , dated. 03 /Ol & 03/95 s h e e t 1 of 1, bearing the !Wiwi-Dade County . Product; Cant:rot ;(approval stamp with the Notice of Acceptance number and approval date by the . Miam -Dade Country Product Control Division. These documents shall hereinafter be referred to as ' •approved'drawings. 4 ...d . ;,: . 3::. : • .IM ".ATIONS �3.1; • • The C.Iass•Blocks are tonne is non load bearing walls. r � x 1 •. ;?�`r. a: INSTALLATION • . • • . . ;" : ' ' ! Tlae Pittsburgh Corn'sug Glass Blocks shall be installed in strict compliance with the approved • '' �.:• � 4.3 • The. installation of this 'pr P bdii t•u to 30 feet above grade will require a Hurricane Protection System. ' . " ' but • fo iiia ta i la ti ons .over; 30 feet abo ve grade it wtTI not require a Hurricane Protection Systerm- • .I/ABEUNG . �t tuner's •rtanie or iv and the Miami-Dade • • y;} ...•' h bioek'shall be permanently labeled with the matwf go'' ; �,t;; . ' .. ' County Lo o. -p 'BUILDING PERM 1 R.EtI►Y1IREIV ENTS �. ,6: • • q Building Permit shall be accompanied by copies of the following: ' l�,r: fi -�' : PPTtcatioa •fot. Buy 8 • . . . • . 4 .6.1.1 •'This Notice of Acceptance ants selected for 61.2 Duplicate eopies Of the••appmvcd drawings, as identified to show the compon • - • : '• • • , • installation. 4 the 'proposed. nsta • : - ; 6.1.3 . Aiiyothet documents iequired by the•Building Official or the SFBC in order to proPerlY ' • • 'evaluate the installation o£ ibis product. BEAUCHAMP • r ?�d • • • , t Candido Font, PE, Sr. Product Control Examiner ' Product Control Division ° 7 • _7_ Post-if Fax Note 7671 To C ,-'[ '� vcg E. (2... Co/Dept. V Phone # Fax # FAX NO. : Date 0122 PE. 5 From (.-,F c Phone # Fax # ACCEPTANCE NO: p$:.O 27 O3 APPROVED : fWI1G 0 6 1998 EXPIRES AUG 0 6 Z901 May. 22 2000 01:00PM P1 FROM BEAUCHAMP METROPOLITAN DADE COUNTY. FLORIDA METRO-DE FLAGLER BUILDING BUILDING =BC COMMANC! OFFICE It t!... :.•. . METRO-DACIE FLAGLEIVOUILOING P.i::V • • - .• • • • "* 140 W657 FLAGLER eTREEr. SUITE 1603 • . • • • ANAMI..FLORIDA 33130.1563 -• • , .• (305) 37572901 q..:P".. ' ? • • ' . •P.ROintICT CONTROL NOTICE OF ACCEPTANCE . FAX (305) 375-2909 '.. Pittsbitrgh Corning Corporation . _-_--__ PRODUCT CONTROL DIVISION • (305) 375.2902 . 7' *00 Presque Ise .1)rb4 • . . . . • • FAX (305) 372-6339 :(Pitesinrgh.: • • PA . 1.5239 •' F'•". • • • - '• •• ' ...?: 0 : ;' rtp,piiention for Product Approval of fili•n "am' artit lifasoaiyhtsteilled milk Mortar Kiti. .under Chapter 8 of 'the IVIetrOpoliten•Dade County Code governing the use of Alternate lvlaterials and • n • ''''‘'''• • TyPes•of•Construction. and completely described in the plans, specifications and CalculatiOns as submittecfbr .-.4plictuit.:alanksvIth.piiisbnrgit corni.ug Corporation drawing *tot, sheet 1 of 1. dried ' ' .03/0140341; sighed tinii sealed by C.11, Hays ?E. bicl ntied for accetata'nee!* the Building Code Compliance office to be used in.Dade . • . : . V'. • taunt,: Florida tinder the speeilit•corkitions set forth on pages 2 et. seq. and the Standard Conditions • . Page' n . • . - .. • • • • . • '•?4 •—• • • , • Thts shall not be valid after the•expiration date stated below. The Office of Code Compliance . • , • •• IA . - :. : .. ,reser . ves the right to iseeuie this' product or material at anytime from a jobsite or minufactUrrai pitudfor ES , Z••••••• itUality Conrratesting. If this prodnel Or material fails to perform in the approvedmanner, the.Code . • . . kl• ..' Cori011ante Office may reyokei modifk, or suspend the use of such product or inaterial litimediately.. The f. 1 1.7 aPplIcatishalt re-evaluare this•firoduct or material should any arnmettdments to tile South Plorida•Building ;• . tade, be enaated affecting this prOd material. The Building Code Compliance OffiCer the I !..„;...1.,-re . . ' •• the right to revoke this' aPProVai, if itis determined by the Building Code Complianee that this .. '4 • : PrOduc4 Or niaie to it requiturnents of the South Florida Building•Code. The expense of .. F .' 4 ....3 * .;:`' ; • ,• such lilting till be incurred by the 'Manufacturer. c••,•-• . • • • . •• , • • • , • ' . • • • -.m. , • . . . lii .... ...AceeptanCeNo,0841527.03' • ,i0if ..•• . . t t ' ...' •-:1;• ... . • • Expirc5:08/0610.it • •• . '• . . • • . . , . • . • . . . r it,IV .. .•,. ',. • . : .1 is THE COVERSHET.,.SgE ADDITIONAL PAGES FOR SPECIFIC'AND GENERAL . -'2.' • : ,• • • • K ', i. .' • - ' -. • . . i : CONDITIONS mli .` • • • : • : • • • • ' ' ' : COM BUILDING CODE 1■11TTEE . . . . • . . . This.afiplicatiOrt for Product. Approval has been reviewed by the Metropolitan 15,ade County Building •••,.. '. Corie Compliance Department and apPiove'd by the Building Code C.0111111ittee to be' used in Dade . .w. -'1Cdunt.••; Florida Under 4*e:conditions' set Forth ctbo Ye- gg':' -' • • • • • • • . • , , . • • 1 . FAX NO. : May. 22 2000 01: 00PM P2 tguez Product Control Supervisor .t Go lar6t. , • r • - Director • Building Code Cotriplianee Dept. Metropolitan Dade County • . . • PProved: 08/06/98 " • • . . ,•+:. • •. . . • • • titte owl ! ociarrb,stpostasasistelauildingetideanItne.tom IMO rionmeage: iritp://www.butldingco.dionfloi.earti ' • • • , • . •. • er•#:. • '• • • " FROM : • BEAUCi TAMP ;; : ', : ' JJIOTICE OOF ACCEPTANCE STANDARD CONDITIONS • - '' ii enewal •of this Acce.�la ice •Eappr� application shell be considered after a renewal a lication has been tiled and the original li , ' = :submitted ddcuntehtmion, iucluding•rest•supportieg data, engineering documents, are no older than eight (8) years. . • • Any ari4.all ap prodvctg shall be permanently labeled with the manufacturer's nam te. e. city. sta and the = : •• '2•'' • JViy • , fdIlowing srateritent: r • "Miami= Dadg Product Control Approved °. or as specifically stated io the specific • 4; :;: •coetditions.oft}tis. Acceptance. - . ,� leccwals:of AeeoRtati ce be considered it; ' 3: r ": a,) • Mete hays' been,a change.in thi.South• Florida Building Code affecting the evaluation of this• product and the product • � ; •: • it not in eomphiance with the aide changes; :•b) :'The prodduet. ii no inner the same.piadttsit (identical) as the one originally approved: '. a) • if the ACcePtalice holder has not ceinplied• with all the requirements of this acceptance, iael uding the eotreet • htstaliat ai of the product; . , • The engineei,Who originally prepared, signed and sea ed.the required documentation initially submitted• is no longer . peacdciag 'the .etigi Ling profession. • collision oc chattge'in the niate:rials,.use, and/or manufacture of the product or process shall automatically be • Cause: foe termination .ofthis Acceptmhes, unless prior written approval has been requested (through the' filing of a revision :appt` a fe an d g ranted by this office. :g; ;: Any Of the •f also be•g for removal ofdtis Acceptance: ' Unsatiilactotyp4rforman 'of shin product or process. • Misuse of ti is Acceptance as an endorsement of 'say product, for sales. advertising or any other purpose; . :.. lice Akbtice, of �Acceeptince nttinber,preceded' by the words Miami -Dade County, Florida, and followed by, the :expiration date Kitty displayed'in advertising literature, if any portion of the Notice of Acceptance is displayed, • n it shout dothe in its entirety_ • • • • .A copyof this Acceptance as welt es.approved drawings and other documents, where it applies. shell be provided to • the user t y,•tlie tanufacturer nor• its distributors and shall be available for inspection at the job site at all time. The • • e ng in eer ehe tl co • • Nitre! to comply :with• any section of EMS-Acceptance shall be cause for term a nd removal of Acceptance. • Thls,Notiee or Acceptance ceasistq.of pages 1;2 and this last page 3. FAX NO. : May. 22 2000 01:01PM P3 ACCEPTANCE NO.: 98.047,03 APPROVED : BUG D 19q•P EXPIRES :AUG 0 6 2001 dido Font, Sr., Product Control Examiner Product Control Division' END OP THIS ACCEPTANCE FROM 7 BERUCHAMP FAX NO. : May. 22 2000 01:02PM P4 . alIMErnag" • taiMilliode Uraw IV s a• s C lnM in) 6ECON► pawns med. , w low wall 1"W144r4Pa:Ot 74' St" • I�.af. 0U* pruntied NO •W s rr.: . It be" • Ed Mod impious wetland NO In Q :life Int i■M i Mb • OW at { pd> +n menu K Boil t� :wits is acaiyI WIN ME aunt ANC mat CAM iI Iu 2INI 000E o01 �C! • ne�ttt ann. • • • C *Ol ,D. Sa�Fsa. Ph .1", a -P.E I PS 36806 • FROM BEAUCHAMP FAX NO. : .Typo; Layout e = ir,a.1lyk g sue = 4i- POP .. • Yu1/JMr tb'DM' RINDS �n�•sarWar • Iu14wwwj . �- mew wlw obish•lw woos mesigweeidw waw aM WIMP a . ' . . .4il•144 s10 1"141 s� ae6slh ' o 1ioa10lia 0s tie of d imsrs r'd'sto • . U $ % 'I! ;fir sr> > � Kataeou� • .1 •M�P•M�Ide . . 40E0 rk• LPN Sow gib wow d v. .& me 1101' 'E Ent Paddi g Yalarud May. 22 2000 01: 03PM P5 Pittsburgh C4 Rawer . •F1e�ilar "rsOCKSWPI M cliIM THIGNSET" OECOM ESSEPA VWr MCORP (o) r10 x 1`h• WH Wow r!0 wacr or V,: s 17i PMIlmesneat 018' Liu ir Ent. •P' Re a Clair Ch Channel Restraint Detail r Mk,. PO StOileks FAX NO. : APPROVED EXPIRES OF •CCEP . & C CO -2- May. 22 2000 01:00PM P1 ACCEPTANCE NO: 2 l• • 4110 0 6' 198 : AUG 0 6 2001 .I. • • SCOPE' • • cx NO. 96- 1127.01, which was issued on 06/26/97. It approves V I :l This renews. the•nlodee•of Acc p a described is Section 2 of this Notice of Acceptance, designed to T :.. , pittsbQrgh:Coitcusig Glass floc ' dept for Miami -Dade County. (SFSC) for the 'rtr • ' c �,ply �tki.the: Sosrth Florida Building Code, 1994 � SFBC Chapter 23; do not exc the • • a:: . w the press by k •, design here• ure ikuireiaents, as determined lutes indicated in•the ap drawings �� g prassure'ratng Y . s.:• • 'Y1tO DE SCR'1 TION with the xi, . 2 : rued and us ed in strict ce mpllaace wl : , . ,;i :THe• tssbergh GtassAlocks sh be fabri " r% ° • •. •. •' f oilovging da !tiaeilts: Dra ng.A; titled "Regular Thickness Glass Block Panels", prepared by A Pittsburgh Coruang'Corpoiradon, dated. 03 /01 & 03/95 sheet Lof eel date by the County . prodttet; Coetrei ;�pproval stamp With the Notice of Acceptance number and approval . :14iiar ' -Dade County Product Control Division. These documents shall hereinafter be referred to as ' 'a�ppioved'drawings. 4-:•'•' : I' •X..IMItATIONS • • r ts' • '' use as non-load bearing walls. ,; 3.1: • The filass•Blocks are foe a. LAT[ON • 4 . ; 4. INSTAL strict compliance lianee with the approved ' :' f t ' The Pittsburgh corning•Glass Sleeks shall be installed in sere mp • •. • drawings. • l! require s Hutzicane pcQteetion System. . Th e inst allat df this'pr�Ct•up to 30 feet above grade wi 9 xt '4.2 v 30 feet above de it will oat eegaire a Huerictuie Protection System. `'R' 'but for. installations •o era. 1 • ' L &BELiNG • �cturer s •name o . to the Miami -Dade S : • .Each blockshall ti e permanently labeled with the manuf go ' . ' .'County Logo. 16:: • • t'BUIILDIN PERM ' REEv E1V1ENTs 6.1_ ••. ' Application •for. Building Permit shall be accompanied by copies of the following: • • • . 6.1.1 'This Notice of Acceptance • • w the components selected for • • ' 61.2 Duplicate eopies of'the••approvcd drawings. as identified to she the 'proposed installation. • • .• .:. ; 6..3.. Arty Other doeu tents iv:piked by the•Building Official or the SFBC in order to properly • •'evaluate the installation of this product. Candid° Font, PE, Sr. Product Control Examiner Product Control Division ' • FROM •• BEAUCHAMP e`■• • M'•-'�;'.'•; BUILDING coDC CoMPLUANC2 OFFICE „• METRO.Or QE FLAIGLER'BUtLO1NG �,,,•. ' 140 WEST FLAMER STREET, SURE 1603 c •.,;; : • Mt1AAA1.•FLORIDA 33130.16119 ti <�x (305) 375.2901 +O L NOTICE OF ACCEPTAN FAX MO 375 -2208 �'� �f ; . .PRODUCT CUNT � ow 'atlon PROD COMM. D1YtSttiN A,',/.:',.,.,... z ` ptttsburgh .Copra . tom) 375.2202 . : ' : -' $'OA Pres4' a •Drive 5 ) 372.6338 � ue Ill! . FAX (90 • .PA 152339' "•Your ap catiof for produci Approval of: . 1 tr installed .idlh Mortar �: �� . ` . -Glass' Unit Alasv y governing the use of �,iternatd Iv(ate�iSis and titan Dade County Code g overn �� . •under Chapter 8 of the N'IEtropa ns and calculations as submitted Tj/pes •o'f.Canstruction. and 'completely described in the plans, specifcatio wIth Pitlsb l= corning Corporation drawing # A, sheet I of 1. daied • �pplsciuit.: along � ' ' .0.3/01&113/98; sighed a sealed by CD. Kays PE. • ire office to be used in.DNade �._ , Building C Compliance .,,�{ • , lxs'b+eexi.:ccommtnded for acceptance by the Builds N N; ;� ; • • 1✓auaty. • FloritlNt tinder the Specific eortiditians set forth on pages 2 et_ seq. and the Standard Conditions FAX NO. : May. 22 2000 Eli :00PM P2 METROPOLITAN METRO - -DADE FLAGLER BUILDING Page �. valid af ter t(ie •eacpiration date stated below. The Office of Code Gompliance �:; � �. Tiiis:eppioval shall not be 0 - =: _ .tesery c the right to seeurC� ail �Crod uct or material at anytime from a jobsite or manufacture?* ure ?s plant •for • Firth rodvatt 6r material faits to perform in the approved•manner, the.Code . 0;4.1 � • s�ilNili "sy canrrci�testlrtg. _ p the use of product or itr�teriai iititliediately.• The if or suspend at Btli �„•� ' .Cl,ti�pllarse Off�ce•l�ay re+►oke� mod ".,, Pe met�tdmeats to 1110 South Clori 8 ' 1's . •'• app1Icnnt'$hali're- evaIuate this product or material should any am • • • try ''' r du t or tlice'reserves tile' . � ;:,; • . be enacted affecting this material. The Building Code Compliance O p • . 4 determined by tice that this • • ' • She• right to revoke 11115 approval; i f it is d Y the Building Code Compliance Of Is to .hte�t'tfi requirements of the South Florida Duildina'Code. Theexpense of : Product' or niateii3l •� 4 surfstestiit ' will be incurred by the: rn nufacturer. t ill:4 :•!' A N, 4841"/7 03' • 11.-:.: • '. • . EN sires :GS/06101t • . . , - ' p • FOR SPECIFIC 'AND GENERAL : ; t •T 15 IS THE COY SEE ADDITIONAL PAGES F • : CONDITIONS �'`� • BUILDING CODE COMMITTEE �~ t Metropolitan Dade County Building J. a J. ' ' • '• • • t r31 kas been reviewed by the Me trop o t••,•0 • • • � �1s.��P�iN;,At1N?tt Yet Ptoduet•Ap sliding Code Gott'trniuee to be'used in Dads • :'Cede Compliance Department and apptoved by the B ;%.: •:County; Ploridat tlnder'the•conditiens•set Forth above. :. • . 4 7•1'. - 1. •‘. ; IP • . . , •Approved: 08 /06/98 3c ' 1 QBevss• paotraast bN.flldingaideaflltne ca a ll tguez Product Control Supervisor - Director. • Building Code Compliance Dept. Metropolitan Dade County Momeoape: [tttp J,w wr.0tldtegcOdeonll0e-eom FROM : • BEAUCHAMP • FAX NO. : ACCEPTANCE NO.: 98.0527.03 APPROVED 4 P EXPIRES 40 0 6 2001 • j'rOTICEQ• ACCEPTANCE STANDARD CQNPiTI(ONS - - Y. Renew l •of this actxelanit:e •�approvdl) stall be considered after a renewal application has been filed and the original ��;� ` �stlthtlaitted dacutnehtaa !� t" to includin testsik in days, engineering documents, arc no older than eight (8) years. . . : '.• ; 2 Any and ill approved _ proditct.4 shall, B• . PPS I: fda permanently labeled 8 beled with the manufacturets aerie. city, state. and the '.f ' Siliowing Oste • "MiamizDadri.County Product Control Approved °, or as specifically stated in the specific • •coitditioas.ofthis Acceptance. .. • .Y•' . *eri is :of Acceptance will'nat be Considered if .: s.) ' Thee has been a cliange,iii the.South• Florida Building Code affecting the evaluation of elfin product and the product la net in compliance With the cede changes: •b) :' The•produet is as II:Mgi:i dhe same.peoduct (identical) as the one oiiginally approved: $' o) • if rke A.?oep apce'holder has not complied with all the requirements of this acceptance. including the correct p:: ' : iastallst on of the product , l • - • .. . ti: :d•: :The engtihee %who originally, piep6red, signed and sealed.the required documentation initially submitted• is no longer g pita�ciAg tite.eti$inoeein8 profession. ••'.Any revision or change 'in the niaterials,.huse, and/or manufacture ofthe product or process shall eutomatleally be • • cause•f'oc tennninatro1 of this' Accepranee;•unless prior written approval has been requested (through the fling of a • .: • . rhvision•appl'tc non.with appropriate fee) and granted by this office- 11 . Unsacisfacco at 0. • ; ' An • Of the •fotfo,Wnng shall also be'grounds for removal *frills Acceptance: o; . � .. � ' , ty t4his praduat Cr Process. . 4�;.b). Misuse of this Accepeance.as an endorsement of any product, for sales, advertisithr, or any other purpose sr.!: .. • ' . . . . . n :'ihhs•NkoticOofP►ceept$ttee n'urnber,preectiedby the words Miami -Dade County. Florida, and followed by,the ' ; ttc p ication deity may li'e displayed�•in advertising literature, If any portion of the Notice of Acceptance is displayed, ilica it shall 4e done in in its entirety. • . • • . • •A eop•oftliis Acceptance as well asapproved drawings and Other documents, where it applies. shall be provided to • the user by.•tfte t#hanufseturer•h itti distributors and shall be available for inspection at the job site at all time. The • • enginee=r ttee4 u it.teseal the copies. • am. Pelham. comply'..vitI any seetion of this••Acceprance shalt be cause for termitnation and removal of Acceptance. • 2 and this last a 3. This Notice af'Arctiptancce cothsists.of pates •T; page • May. 22 2000 01:01PM P3 dfdo Font, Sr, Product Control Examiner • Product Control - Division END OF THIS ACCEPTANCE - .3. FROM : BEAUCHAMP • FAX NO. : May. 22 2000 01:O2PM P4 • 160404 — 000101. Mid • • ®irsatokYMW IV 1r :c WOW! mil ' putlain `wed' j 4i . r woo *Oh 641-+ddeeigp31441.1 S at it as. • • •baeidd. Wad 04114-14r , s ti. aet,�p0a0l an,0aed. "el : plod r IC � ,o ae 1 1110 1�!:ih*rt JMOR+ot . "Oen (' pa eonl warn Of p'1 Vie n SW idti Kla ISL. ." .: Ili* Ird Mad leadain insholod v. . 2 l IMO PROW • 1119111910 Me • • . Malielea 0 is° We. , ' . •:wit Mew typs- • via is Aconsig tdm Wit =Wm MOM ea! .'IT r,4RTt+� • • AadlttTA NO Maws 40 Woes Omelm*1dd ovvolomi . �� • sieMso 10 110 Carol , n_ gays 0. Ph .i3', a .P.S• P8 36AO6 l• C fall MEE fraimmin iL! � 1It u 421111111 _ 4II�I� ;ice I �ar�l��o�i mod �d eld 1 0.7 1/4•.1.1 lieIsa 4yl4 * leuuey° . .1• *'m'0 al, 31Ag WYi ;At s ;Lk le * M01I PAWS KOiI.L=0M ta fA . alafi7gtHi A i w a l . W * IO &me oil. a�1A VArdt!3 ' i� d• . 10.0330 MOON Anew 1 A )3 1 16ingsi}ld Sd Wd£0 : i0 wee zz "RN nom . 112 AMID MOM OXPPIrd met •1 Ta.JL • - *WV 1n+n :AI11i h• •14 7 MP. Null .74sMCP • • 1• 0111001111 111 maw ' •tNKtiOtt1 • ji MEMO s•�+�rR. t esiwto AS 1%u NNW apPralow : '0N XUA vvilingisca- ;ROAit"I ed�il • • •44faigatissowohimokmillmomigfti. *swim )4..104 00 s W 4 001, t1t� Pr�A4*e to didm 1• t•P!v . ! ' 1 'IMP WPM° iddPlal'.'JkL i' **PM 0• 1Sd ie1Ve * Aard =1:' ciwtiForikes woeu 1 0 M : BEAU EAUCHAMP z > . .. • •• ' • • •�; . • 1 ,.'y:nib Caei� Cor'p9F 0u K�:1 QViti• I :• ' ' N M OF CCEP _ . S ' .. C la CO €f', 1.„• • SCOPE ' •' • a No. 96-] 127.4 1, which was issued on 06/26!97. It approves ;,� 3:1 '. This renews. the•Noeiee•8f Acceptor . Con iti Glass $locks .as desr�bed in Section 2 of this Notice of Acceptance. designed to • •P�i inPlY. g Edition for Miami -Dade County►, (SFBC) for the • ;::• : ; • � ' .cutnply vt+.ith. the Sorith Florida Building Code, 1994 F.dt SFBC Cha 23; do not exceed the • 'locations W+hcre.the pre re•ilegUireinents, as determined by SFBC • design pressure•rating 'ilk= 'ilk= indicated in•the approval drawings. • 'P•RODUGT DESCRIPTION. . :THe• i ttsbts h•toiniog Glass•Blocks shall be fabricated and used in strict compliance with die ; A• tit led Re Thickness Glass Block Panels ", prepared by '.. �' following dacutrteats: Drs�ug • � the ArCtesni Dade County Pittsb • C dated.03/01 & 43!95 sheet 1.of d approval date by the • lirarlc�ct; Control ; pr vat stamp with the Notice of Acceptance number Mj� -Dad County Product Contro1 Division. Those documents shall hereinafter be referred to as • • 'apptoved'drawings. , • • ':3 • : 1.,'INIITATIONS • • •i 3.1; ' The f}lass•Blocks are for use as non-load bearing walls. 1 6 a: INSTALLATION • •r .::' * =.; lsY' • The Pittsburgh CornClless Blocks shalt be installed in strict compliance with the approve • $ The installation of • this'prodtiOt•up to 30 feet above grade will require a Hurricane Protection System, ' but• for. initaliations over 3l) feet above grade k will not require a Hurricane Protection System. • ...c5 . .i/ABELING . • with the manufacturer's or to o •aad the Miami - Bade • 5.) ' Each biock'shall be permanently !abated facturer s- name g •.' .' • •County i'roga. . . • • ' . ' 'BUILDING~ P ERMIT REQUYRENIENTS � ; ' �6 i , A '!ding Permit shall be accompanied by copies of the following: . '- • � � ; f , , ->':` : . 6.1.1 'T pp[tchtion •fot. Bw his Notice of Acceptant • • : � • • licate p gs as identified to show the components selected for �.;� • • • b 1.2 Dap .copies vcd drawitt •• . b ' • the 'proposed• h stailation. ' . 4i aired by the•Building Offtciai or the SFBC in order to properly �. :.:..�1.3• . AnyoLt�t documents ieq Y " ' • •'evaluate the installation of this product. • rf • • SP.1 '•� `".° Post-ir Fax Note csx Te C .TVCV (ma_ Co./Dept. Phone # Fax # Gate O S' 2a # ► 5 'From Q[r- -F ICC Co. d Phone # Fax # 7671 FAX NO. ACCEPTANCE NO: 98-0521.1) APPROVED EXNRES : AUG 0 6 2001 Candido Font, PE, Sr. Product Control Examiner Product Control Division May. 22 2000 01:00PM P1 FROM BEAUCHAMP FAX NO. : May. 22 2000 01:00PM P2 METROPOLITAN DADS .COUNTY, FLORIDA METRO.OADE FLAGLER BUILDING uWLDING CODE COMPLIANCE OFFICE METRO -OAQE FLAMER BUILDING 14o WEST FLAMER STREET. SURE 1603 WAIL-FLORIDA* 33130 1610 ( 975.29Q1 : p"ROiDUCT CONTROL NOTICE OF ACCEPTANCE Fax (sos) 375-2003 PRODUCT CONTROL DIVISION (305) 3754902 • FAX (305) 372.6339 • Pit1<sbitrgh.Coraiiig Corporation • $0A Pres Isle •Drivc •• • "'; •'`pittsfiuirgh•' • . PA 15239 e ' :' • .Youc • '' application - for Product Appro'al of: :�b '' 1J'a Maso Inst all e d w ith Mortar :;= • • 'Glass f Alternate 1►�iatefials and t':;�' ' ofi, (Met Dade County Code governing the use o � �.; . • under Chapter 8 specifications and Calculations as submitted by: 7y�pes•o�f.Cojnstr+iaion. and complet@ly described in the p , � (ppliciwt.: along, with •Pittsburg/s Corning Corporation drawing ii A, sheet 1011, dated ;. • .0.3/01403.18; sigined arts sealed by C.D. Hays P E. . ranee office to be used in.Dade ; , � •�� scc 0'nunBltded for accept2Ence by the Building Code Compliance pages 2 et seq. and the Standard Conditions Standar ' Co' 'unt: Florida tinder the speeilic'eanditions set forth on pag � 4 .an Page 3. • • ,. val shall valid a ( erpiraUon date sited below. The Ol ee of Code Cotr►plianee -4'.41 '. This'appro h not be after the , � • t t ~ .rese the right to SCeure•this product or material at anytime from a jobsite or minufacturcr's p az►t or a Rik. • 'quality oot�•��g• If this product or material faits to perform in the PP roved•manner, the.Code . ' : .Con�pltance Ofrice`may revol e, modify or suspend the use of such product or Material immediately.. The • ..•• licark•sball' erah�te this product or material should any anu ndmettts to d Souih florida.Builditng v app s rou9t or material. The Building Code Compliance Oti`►ce'ieserves tile• ., • .bode be enacted afl'ectiilg tEli d P .. Building Code CornplianCa Office that this '� • • the: slight to revoke this approval; if it••is determined by the B g ��' a requirements of the South Florida Duilding'Code. The expense of • � :' • .: prodts or niaferi3l •fs�l to . tlie�ir'tfi ; .• Zvi it be incurred by the manufacturer. .. :••••,7v% li :Acceptance N • • • ' , • Ep�ires:88J06 /4 • , ' ..;, • ' ' • 'FHt$ IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC'AND GENERAL r ,;W .• CONDITIONS j' `:. iis. • BUILDING CODE COMMITTEE . . . ti ' reviewed by the Metropo ti al has been litan Dada County Building ;�; : Compliitice Dep a ' PR fitm lication for Product. Ap ent and appiovdd by the Building Code Committee to be' used' in Dada :. �: . County; Ploi tinder• ih e •conditions'set forth above. • ` ,•• .Approved: 08/0 /98 ' • ' • • ?'4~: • • , • *'nai,1 edatvsasPoetinwsstere' uildingtadeonitnecom U Iguez Product Control •Supervisor Director - Building Code Compliance Dcpt. Metropolitan Dade County' tkurtepage:Mtp://www.OundingeadionlIneixonl FROM BEAUCHAMP 'f ' : .. • .�.... . EXPIRES :AUG 0 6 2001 • • t ' NONCE :F ACCEPTANCE STANDAR)) CONDITIONS' • Y. Renewal •of this Acceptance (approval) shell be considered after a renewal application has been filed and the original :sttb.mitted documehtatioo includin test'stt s d ata. en incerio documatttt, are no older than eight (8) years. . �-� r:••• , B• Ply 8 B 8 •: : :. . • • • rmat+eatl labeled with the manufacturer's nude. city, state. and the • • t . A: • Any and all app'roved prooncta shall.be PB 7' $$•': ;• . • f ii dwidg statement: •"tb(iami-Dade•_Count ► Product Control Approved ". or as specifically stated io the sp! ol&tc ' '•'... ; ''coitd'itions ofthis. Acceptanoa. . ?::3:. Ren . wels:of Ateeptatiee will be ooasideted it; . ": sy Ti;ete• has henna change: it.the.South• Florida Building Code affecting the evaluation of this product and the pmduct 1 : : ..• . - ii not lit compliance with the bode changer. .1) : • The oft no Mn gei• the same.peaduct (identical) as the one ongisally approved; • •' a) • if the Acceptance 'holder has beet cainplied• with all the requirements of this acceptance, including the comet • . a : installs* Of the product . :.; .. • .Cy '.d)•: 31ta engineei,who originally., prepared, signed and seated.the required documentation initially submitted- is no longer , :• praetieingihe ettgi g profession. .4%,i .Arty reirisiiot► orchange'in the matecials,.use, and/or manufacture ofthe product or proeess shall automatically be • cause. termination ofthi Accepmnee,•untess prior written approval bas been requested (through. the fiiing of a retriaion apprdpilate fee) and Owned by this office. • p. :•'Any of the •fbliob+iag shalt also bo'grounds for removal of this Acceptance: :s insanefacrory 'ofthie Product orprocess. . • ;.b) Misuse of this Acceptance as an endarsetnent o 'soy product, duct, for sales. advertising or - any other purpose ?'' • . •.The retire, of Acceptance' n nnb by the words Miami -Dade County. Florida, and followed by the • ' :expiation date Maine displayed-in advertisir/ literature. if any portion of the Notice of Acceptance is displayed, ' ' :.the •it shall dbtte in its entirely_ • C ?: : ..A eopyof t Acceptance as well•'es sproved drawings and other documents, where it applies. shall be provided to ..... the the user by-die manufactureror its dis tbutOrS and shall be available for inspection at the job site at all time. The • 7? . engineer neetd.nat.reseal the copier. • • : • ' r: S: Failur to comply. ' •with: any scetion :Of t shall be cause for termination and removal of Acceptance. • 9'. 'Eh'fs of Acceptance censists.of pages .i. 2 and this last. page 3. FAX NO. : May. 22 2000 01:01PM P3 ACCEPTANCE NO.: 28.0537,03 APPROVED : i,,,g r 19M • did* Font, E. Sr., Product Control Exatnincr Product Control- Division' • Et4D OF TM ACCEPTANC1 • -3- FROM BEAUCHAMP e 4: • FAX NO. : May. 22 2000 01:02PM P4 iiipor si issiminp milassma •asno'rts• is minim WIN 117E 11031.014 : 'PLOligEt MOM IMMO cold 000niAtiti OFFICE • eCCRTI s 112. • •. awaham rows • • ice" op .ewe . ,,•r MoilIMPWS Wi __ mler1WII to. • ®iist*e UAW IV : aY 1 e ntsiongl grad • pawn aged. `t L oft neat ' r Imo nvi 6 co '°"0atleO.C. toNsixo • 1 mod, mod, st aim 14194*4istilt • mama � �b• ti1R tied 8011.. ... • . . ilea WO. .•sollig yes. Cool PS 25806 FROM : BEAUCHAMP • • its irigekvairieFai ) GEcORPjy wet • • 017pjr ingC .. "' at O'aa, • Ty 1 Lsyout 0'.e ,5151150B - FAX NO. : urur ifewalr R �`n��a Woe d1..awa h yy — osawiftwom o wl Wow rtehrorkassis • iwiiM vroawor so wrap v PSeil aarol ippow o i0 ooldit i 1" ; hotdPPeO Who of both • • n 11�1 I110 :}1T. a1i0'tooloiaaen 0111 fd.! 1110s oi�ad i alt ,`COI •atve ti»OKart0etS; • •CONININ iivol� • •••� ' • • 4.76 • • . • 41)stiesru LPN Se w A OA MOD ft • y' s i a s bib Paddi s lialo►ul r 4 i May. 22 2000 01:03PM P5 Pittsburgh C MOM Wait Ragiflir lb** • 'Revtlir THICKSET THICOLILM TMIEisi• Gaoled Channel Restraint • Detail ARGUS* DEGQRR ESSEX •A OECORJ s 1 ' *YE' (R Has 1'/i V'N Wow S t►1O WOW or 14: s 1 Ve te111 MIK AO O 9®. orID. li r Eno. AVM • 4 CIAO C Pta Ea r i.kv. PC C' Date: 6/07/00 I OPN: 99080 Project Name: Barry University, Classroom Building Location: 11300 NE 21° Ave., Miami Shores FL Contractor: Beauchamp Const. Client: Harper Partners Weather: Sunny Temp: 95 °at 12:OOPM Present at Meeting/Field: Milton w/ Beauchamp Construction and Joe Larceri w/ DeRose & Slopey DeRose & Slopey CONSULTING BNGI BERS. INC. LAND PLANNING • CIVIL • STRUCTURAL ENVIRONMENT • ELECTRICAL • MECHANICAL 150 S. ANDREWS AVENUE SUITE 350 POMPANO BEACH, FLORIDA 33069 (954) 942 -7703 TO: Village of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 Permit #: 46103 Inspection type: 2" floor slab reinforcing and formwork THE FOLLOWING WAS NOTED: 1. Observed the 2 " floor office area hollow core slab installation. Observed wire fabric installation, hollow core slab rebar anchors, and verified the topping depth. 2. Observed the reinforced concrete slab at the elevator lobby area. The perimeter beam reinforcing was required to be raised to meet proper clear cover requirements. 3. Observed the stairway forming and reinforcing for the east stairway. 4. Observed the stairway and landing formwork and reinforcing for the west stairway. All work observed was in compliance with the approved drawings. Cc Ed Cannon, Harper Partners Milton, Beauchamp Construction P:99080/99080.0607.ji.doc SIGNED MEETING /FIELD REPORT Joe Larceri SIGNED:... Gary G. Slopey, P.E. Date: 5/22/00 1 OPN: 99080 Project Name: Barry University, Classroom Building Location: 11300 NE 2" Ave., Miami Shores FL Contractor: Beauchamp Const. Client: Harper Partners Weather: Sunny Temp: 90 °at 8:00 AM Present at Meeting/Field: Milton w/ Beauchamp Construction and Joe Larceri w/ DeRose & Slopey DeRose & Slopey CONSULTING ENGINEERS, INC. LAND PLANNING • CIVIL * STRUCTURAL ENVIRONMENT • ELECTRICAL • MECHANICAL 150 S. ANDREWS AVENUE SUITE 350 POMPANO BEACH, FLORIDA 33069 (954) 942 -7703 TO: Village of Miami Shores Building Department 10050 NE 2" Avenue Miami Shores, FL 33138 Permit #: 46103 Inspection type: Slab on grade reinforcing and formwork THE FOLLOWING WAS NOTED: 1. I visited the site for a slab on grade inspection. 2. Observed was the classroom slab reinforcing and forming. 3. The contractor submitted copies of signed and sealed soil density test reports. All reports indicate satisfactory soil compaction. 4. All work observed was in compliance with the approved drawings Cc Ed Cannon, Harper Partners Milton, Beauchamp Construction P:misc field /99080.0522.ji.doc MEETING /FIELD REPORT SIGN,„( d Gary G. Slopey, P.E. Date: 5/17/00 I OPN: 99080 Project Name: Barry University, Classroom Building Location: 11300 NE 2" Ave., Miami Shores FL Contractor: Beauchamp Const. Client: Harper Partners Weather: Sunny Temp: 80 °at 8:00 AM Present at Meeting/Field: Milton wl Beauchamp Construction, Frank Lubien w/ Miami Shores Building Dept. and Joe Larceri w/ DeRose & Slopey DeRose & Slopey CONSULTING ENGINEERS, INC. LAND PLANNBIG • CIVIL • STRUCTURAL ENVIRONMENT • ELECTRICAL • MECHANICAL 150 S. ANDREWS AVENUE sum 350 POMPANO BEACH, FLORIDA 33069 (954) 942 -7703 TO: Village of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 Permit #: 46103 Inspection type: Tie -beam reinforcing and formwork THE FOLLOWING WAS NOTED: 1. I visited the site for a tie beam reinforcing and form work inspection. 2. Observed was the beam work for the classroom area only. 3. Reinforcing steel cages were raised for proper positioning. 4. Adjustments were made to observe the concrete clear cover requirements. 5. Discussed filled cell locations with Milton. Filled cells are required to be second floor window jambs. This was not observed. Workers are to make placement. Filled cell dowels on the north wall had not been placed. 6. Observed the in progress final grading and compaction of the slab on grade 7. All work observed was in compliance with the approved drawings. This area beam only. Cc Ed Cannon, Harper Partners Milton, Beauchamp Construction P:mlsc field /99080.0517.jl.doc placed on each side of corrections to the dowel includes the classroom MEETING /FIELD REPORT Joe Larceri Gary G. Slopey, P.E Date: 5/09/00 1 OPN: 99080 Project Name: Barry University, Classroom Building Location: 11300 NE 2 Ave., Miami Shores FL Contractor: Beauchamp Const. Client: Harper Partners Weather: Sunny Temp: 95 °at 8:00 AM Present at Meeting/Field: Milton w/ Beauchamp Construction, Frank Lubien w/ Miami Shores Building Dept. and Joe Larceri w/ Deftose & Slopey • ' DeRose & Slopey • • ‘ K ,..4.... j)., CONSULTING CIVIL ENGINEERS, INC. LAND PLANNING • CIVIL • STRUCTURAL ENVIRONMENT • E1.ECTR1CAL • MECHANICAL 150 S. ANDREWS AVENUE SUITE 350 POMPANO REACH, FLORIDA 33069 (954) 9424703 TO: Village of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 Permit #: 46103 Inspection type: Column reinforcing THE FOLLOWING WAS NOTED: 1. I visited the site for a column reinforcing and form work inspection. 2. Observed was the first lift column cages. 3. All work observed was in compliance with the approved drawings. Cc Ed Cannon, Harper Partners Milton, Beauchamp Construction P:misc field /99080.0509.1t.doc SIGNED:..,:.. /. ..�v :5.�.1r Joe Larceri SIGNE MEETING /FIELD REPORT Gary G. Slopey, P.E. Project: Barry University Classroom Building Miami Shores, Florida Electrical Contractor: Superior Electric Technical Equipment Submittal AUTOMATIC FIRE ALARM SYSTEM o .--...5 Z cc c 1 Z =i CO 0 % ui ifi co 1 a W 2 ..., Q), 41c 578138r-, i,..., • -...; c G. 6 5 Lt) . .4.. .-.; o - 0 g • a . : ,.... 1. .., ..••,, cc 2 Ch.1 . ca • : _.... 0 C\? 0 CI C) /... < ;■• ' • "' L. t . . , M LLI 0 9 r+ k... . Ix; • 0 84 1Z iii CD LU Lu f..5 e...' 0 a • 4 03 co > kw, DD ' • Submitted by: Siemens Cerberus Division 3371 Executive Way Miramar, FL 33025 Phone: (305) 591-5656 FAX: (954) 430-7552 iRau1 F. Gomez / Lou McNamara System Sales Representatives C MAY 3 0 2000 sufr., cLcCTRICAL, CON raAtc,- TORS, INC 4 f . 11ay 30, • AUTOMATIC FIRE ALARM SYSTEM EQUIPMENT SUBMITTAL DIRECTORY • QTY MODEL # 4 MS -151 6 PE -11 DESCRIPTION Manual stations mounts on a 2 1/8" deep square or outlet box INDICATING APPLIANCES: 4 U -MMT S17 Electronic Horn /Strobe 4 U -S17 Strobe Light Interior MMT & U series devices mount to a 1, 2 gang or 4" square box. CATALOG # FIRE ALARM CONTROL PANEL EQUIPMENT: 1 SXL-EX Microprocessor Based Central Processor (8 -zone) 7900 CONVENTIONAL INITIATING DEVICES: Single Action Manual Station 6182 Photoelectric Smoke Detector 6169 Ceding mounted detectors mount on a DB -11 detector base. The DB -11 mounts on a 4" octagonal single gang outlet - wiring box or a 4" square wiring box. • 1 PE -11 Photoelectric Smoke Duct Detector 6178 1 AD-11P Duct Detector Housing 6178 1 STA-6 Air Sampling Tube 6178 Duct detector housing shall be mounted on respective air duct as per NFPA 90 requirements 2542 2539 SIEMENS SXL -EX • Conventional Zone Fire Alarm Control Panel ENGINEER AND ARCHITECT SPECIFICATIONS • 4 Zones — Expandable to 8 Zones • Series 3 and Series 11 Compatible Detectors and Accessories • Microprocessor Based Control • Factory Programmed — Field Configurable • 2 StyleY Notification Appliance Circuits • 3 Amps Notification and Auxiliary Power • 24 and 60 Hour Battery Backup • 8 Form 'C' Relay Output Option • 220/240 VAC, 50 HZ Power Supply Option • Remote Serial Annunciator Option • Sprinkler Supervisory Service • Non- Silenceable Bell Service • Alarm Verification by Zone • One PersonTest Feature • Zone /Output Bypass Feature • Subsequent Alarm andTrouble with 24 Hour Reminders • Alarm, Trouble and Supervisory Last Event Records • Listed, ULC Listed, CSFM Approved Introduction The Cerberus Pyrotronics SXL-EX is the next member in a family of products designed to provide cost effective, reliable life safety equipment to the fire alarm market.The microprocessor based fire alarm control panel is supplied with four conventional zones and is expandable to eight. It has many features required by today's demanding market such as field programmability, power limited circuits, one person test, remote annunciation and sufficient power to meet ADA requirements for signaling. The SXL-EX is designed to meet the varied fire alarm needs of small office buildings, apartment buildings, department stores, hotels, strip malls or anywhere a cost efficient, general purpose fire alarm control panel is required. Additionally, the SXL-EX can be used to supply remote bell power for larger systems such as MXL. Cerberus Division Description and Features Initiating Circuits The base SXL-EX has four conventional, Style B (Class B) zones which are typically compatible with the DI -3* ionization detector, the PE -11 * photoelectric detector and PE -11 T* photo - thermal detector, Cerberus Pyrotronics' thermal, flame and beam detectors and the MS Series of manual stations. (Please refer to the detector compatibility list in the wiring diagram for specific compatibility ques- tions). Any combination of 30 compatible smoke detectors can be combined on a zone. Any number of thermal detec- tors, manual stations or other compatible direct shorting devices may be connected to each zone. All of these initiating devices can be mixed on the same zone provid- ing the total power requirement of the zone does not exceed 9 mA supervisory current.The SXL-EX has the ( *In Canada the DI -3C, PE-11C & PE-11TC, respectively) CATALOG NUMBER 7906 additional capacity to support detector accessories such as relays, remote alarm lamps and audible bases. Initiating zones can be programmed for many functions. Alarm verification allows detector application in sensitive areas with or without manual stations mixed on the zone as allowed by code. Manual station operation shall not be delayed on verified zones. Generic zone function allows the NAC's in the SXL-EX to follow the action of a master fire alarm panel in the facility. Initiating zones can also be bypassed as required for example during construction on the premises. The system is expanded through the model SZE -4X expander which has an additional four initiating circuits in addition to relays and open collector outputs. The system can alternately be expanded through the model SZE -8AX expander module which has an addi- tional four Class A (Style D) initiating circuits.The SZE - 8AX also converts the four initiating circuits and the two notification circuits on the main SXL-EX to Style D (Class A) and Style Z (Class A) respectively. Notification Appliance Circuits The base SXL-EX has two StyleY (Class B) Notification Appliance Circuits, each rated at 1.5 Amps.The total power output of the panel, between the two notification circuits and the auxiliary output, is limited to 3 Amps.The SXL-EX notification circuits are power limited to reduce installation costs without the addition of any hardware. Three (3) Amps is sufficient to provide power for many applications requiring appliances designed to ADA specifications. Notification Circuits can be programmed for various codes.These include temporal, march time, simplified zone code, and number of rounds.They can also be inhibited during test and programming functions. The two circuits can be individually programmed as non - silenceable.This steady operation can be used for strobes which must continue operation after audible devices are silenced. Relays and Outputs The base SXL-EX has form "C" relays for general alarm and trouble rated at 1 Amp., 30VDC.The model SZE -4X optional expander module has an additional four general purpose, programmable relays rated at 2 Amps., 30 VDC, plus four programmable open collector outputs. Additionally, the model SRC -8 relay module provides eight general purpose, programmable relays rated at 2 Amps., 30 VDC /120 VAC. All remote operations in the fire alarm system are controlled from the SZE -4X or the SRC - 8, both of which are installed within the SXL-EX enclo- sure. Visual and Audible Indicators The SXL-EX has visible LED annunciation by zone for alarm and trouble. Additionally, there is a system alarm LED and a system trouble LED. Supervisory zones utilize the zone trouble LED flashing in sync with a system supervisory LED to indicate an off normal situation. Clustered with the system alarm, trouble and supervisory LEDs are also LEDs for AC power, bypass and test/ program mode. A seven segment display reports a code for each system trouble and is also used during testing and programming functions.Trouble conditions are also annunciated by a piezo - electric sounder housed inside the SXL-EX. Remote annunciation is accomplished through a serial connection with the model LED -3 or LED-4, eight zone LED annunciators.These units display alarm, supervisory and trouble conditions for 8 zones. A total of two mod- ules can be attached to each system.The LED -3 comes with a black enclosure, the LED-4 with a white enclosure. Auxiliary Power The SXL-EX contains a 1 /2 Amp. auxiliary power circuit which is used to drive remote devices.The total power of the panel, between the auxiliary output and the two notification circuits, is 3 Amps. Power Supply /Battery Charger The power supply accepts a 120 VAC /60 Hz input or, optionally, a 220/240 VAC 50 Hz input. On loss of AC power the system switches to battery operation and indicates such by flashing the AC power LED on the display. Battery capacities of 24 and 60 hours are avail- able. See accompanying chart for model numbers and details. Manual Controls The SXL-EX display has four switches for acknowledging alarm, supervisory and trouble conditions; silencing notification appliance circuits; resetting the system; and for the drill function.These switches are also used when programming the control unit. Field Programmability and Test Functions The following functions are field programmable in the SXL-EX.These features are generally not programmed in the unit as received from the factory. Field programming is accomplished through the display and does not require the use of a computer or any proprietary tools. Initiating Circuits Alarm Verification by Zone, Zone Bypass, Supervisory Zone or Generic Zone when the SXL-EX is to be used to provide remote notification appliance circuits. ( Note:The default mode is an alarm causing zone.) Notification Appliance Circuits: Non - silenceable, Simple Zone Coding, March Time, Temporal, Silence Inhibit, Cutoff Timers and Reminders. (Note:The default mode is a steady signal.) Outputs: Bypass Outputs /Relays. System Programming: Zone to Output Matrix and Password Maintenance. System tests features include the One Person Test feature, a Lamp Test, Search and Clear of the alarm, trouble and supervisory history buffer. COMPATIBLE DETECTORS Quantity per Installation Instructions Detector Loop Base Part No. DI -3/3H 30 DB -3S 315 - 081943 -1 DI- A3 /A3H 30 DB -3S 315 - 081943 -1 DI- B3/B3H 30 AD -3I 315 - 093234-3 DT-3P-135 30 DB -3S 315-084401 -5 DB -11 315-095429 -1 DT -11 30 DB -3S with 315-095429 -1 DB-ADPT PB -1191A 1 PB -1191B 315-095424-2 PE -313T 30 DB -3S AD -3ILP 315-090875 -6 315 - 093234-3 DB -11 315 - 094198 -5 PE- 11/11T 30 DB -3S with 315 - 094198 -5 DB -ADPT SZE -4X Connection Diagram To external +24VDC UL Listed, Regulated and Filtered Power Supply (See Note 8) NOTIFICATION APPLIANCE CIRCUIT ELECTRICAL RATINGS Voltage: 24 VDC Supervisory Current 1.5mA (max) Alarm Current: 1.5A (max) Each NAC rated at 1.5A, +24 VDC. Maximum line impedance per circuit of 3.0 ohms. All NACs are supervised. Each NAC must use at (east 14 AWG, 300V insulation, color coded wire. All NACs are power limited per NFPA 70, Article 760 for non-coded applications. Siemens Building Technologies Cerberus Division See Open Collector Elecblest Rating Table F end Note 8 H E,m,,,,� OC 1 1ws OC tsr. To SXL -xMain Module V TB-3 INITIATING DEVICE CIRCUIT ELECTRICAL RATINGS Voltage: 16.4 -26.4 VDC Supervisory Current 9mA (max) Alarm Current: 120mA (max) Maximum line impedance of 25 ohms per IDC zone. All IDC zones are supervised and power limited per NFPA 70, Article 760. Each IDC zone must use at least 18 AWG, 300V insulation, color coded wire for low voltage circuits where local codes require conduit. Where local codes permit, use limited energy shielded cable rated at 300V. Each IDC zone will support one initiating device in alarm. The IDC zone compatibility is an unlimited number of shorting type devices. For smoke detector compatibility, see the Compatible Detectors chart. BQ SJAA AQVATS FORM C FORM C FORM C FORM C RELAY 1 RELAY 2 RELAY 3 RELAY 4 Note 8) (See ote (I) Note 8) Note 8) UL Listed EOL Device 3.9K, 1/2W, PM 140-820388 (IDCs Supervised) 11 T To JP3 of SXL- XMaln Board See COMPATIBLE DETECTOR CHART and INITIATING DEVICE CIRCUIT ELECTRICAL RATINGS SZE -4X FORM C RELAY ELECTRICAL RATINGS 2.0A at 30 VDC Resistive Only 0.5A at 30 VAC Resistive Only OPEN COLLECTOR ELECTRICAL RATINGS 50mA (max) at 26.4 VDC (max) Cerberus Divsion Cerberus Divison 8 Fernwood Road 50 East Pearce Street Florham Park, NJ 07932 1/00 Richmond Hill, Ontario Tel: (973) 593 -2600 10M L4B, 1B7 CN FAX: (973) 593 -6670 SCD -IG Tel: (905) 764 -8384 January 2000 Website: www.cerbpyro.com Printed in U.S.A. FAX: (905) 731 -9182 Supersedes sheet dated 10/98 Model Number Part Number Description SXL -EX 599 - 696000 4 -Zone Fire Alarm Panel SZE-4X 500 - 696006 4 -Zone Expander Module SZE -8AX 500 - 696007 Class "A" Expander Module SRC-8 500 - 692972 8 Output Relay Module SLT 1 500 -093285 Municipal Tie/Leased Line Module Optional Assemblies SXL -EX -DF 599 - 696005 4 -Zone Fire Alarm Panel w/ Dead Front Construction SXL -EX -RED 599 - 696004 4 -Zone Fire Alarm Panel w/ Red Enclosure SXL- EX -INT 599- 696010 4-Zone Fire Alarm Panel, 220/240 VAC 50 Hz Accessory Items LED -3 500- 693062 Remote Annunciator - Black LED-4 500 - 693317 Remote Annunciator - White MM-SX 500 - 696008 Meter Module FT SX 500 - 695890 Semi -Flush Trim Kit Batteries BT-33 175 - 387141 6 AH Battery Set BT-34 175 - 387140 10 AH Battery Set BP-61* 175 - 389194 15 AH Battery Set Engineer and Architect Specifications The fire alarm control panel shall be a Cerberus Pyrotronics SXL-EX, shall utilize conventional zones, shall be micropro- cessor based and fully field programmable.The base panel shall include four initiating zones, relays for general alarm and trouble and two power limited notification circuits capable of a total of 3 Amps of power. The system shall be expandable via a model SZE-4X expander module which contain an additional four conventional zones, four general purpose relays and four general purpose open collector outputs. The fire alarm system shall have the following features: subsequent alarm and trouble, one person test feature, brown out protection, 24 or 60 hour battery backup. It also has the following selectable features: supervisory Ordering Information zones, alarm verification by zone, non - latching zones, alarm, trouble and supervisory history, notification appliance circuit coding, alarm /trouble 24 hour reminder, and zone /output bypass. Any initiating device circuit shall have the capability of being mapped to any optional output via the system programming function. The fire alarm control panel shall be UUULC listed and meet the requirements of NFPA 72 for local fire alarm control for automatic or manual service, and for sprinkler supervisory and waterflow service. It shall meet NFPA 72 requirements for central station service when connected to the model 5128 or 5129 digital fire communicator. * BP -61 requires a separate enclosure, such as the BB - 55. Note: SXL -EX Operation Installation and Maintenance Manual is P/N 315 - 095999. See Catalog Number 7907 for SZE -4X. See Catalog Number 7902 for SRC -8. See Catalog Number 7903 for LED -3 and LED-4. See catalog number 7905 for SLT -1. Dimensional Data sy 0 0 0 0 00 00 00 00 00 00 EN -SX Enclosure SXL -EX with Standard Enclosure • Tap hole Deadfront cutout e ' -- 6-32 x 5/16 screw SXL -EX with Dead Front Enclosure 4.50 DF-SX Deadfront Chime/ Strobes Vibrating Bells Eloctro -Meth. Hom/Strobes Single Stroke Bells Strobes U-EC-S17 U-EC-S75 U-EC-S110 BE -F/LC BF -F/LC BS -F/LC BT -F/LC U-HN-S17 U- I-INS75 U-HN-S110 U-HNH-S17 U- HNHS75 U-HNH-S110 BE-SS BF-SS BS-SS BT-SS U-S17 U-S75 U-S110 BeWStrobe Plate Sync. Strobes Synchronizing Control Module Sync. Bell/Strobe Plate Sync. Electra- Mech. Hom/Strobes Chimes US17- 606014/6090V U-S75-6090V U- S110.6090V U-S17S U-S75S DSC DSC -W US17S U-S75S U- HNS17S U- I-IN -S75S U- 1-INS17S U-HN-S75S U-EC Mini -Homs Sync. Mini -Homs Electro -Mech. Homs Tri-Tone Homs Suffixes U- MH- 1G/1GW U-MH U-MH-S17 U-MH-S75 U-MH-S110 U-MHT 1G/1GW U-MHT U-MHT-S17 U-MHT-S75 U-MHT-S110 U-MHST 1G/1GW U -MHST U-MHST-S17 U-MHST-S75S HN- C/EP/F/S HNH- C/EP/F/S SEA TTH C = Ceiling EP = Explosion Proof G = Gang Mown H = Horizontal LC = Low Current SS = Single Stroke U = Un hersal Mount V = Vertical W = White Mini-Homs/Strobes 8-Tone Sync. Mini- Hams/Strobes 8—Tons U-MMT 1G/1GW LYMMT U- MMTS17 U-MMT-S75 U- MMTS110 U-MMT-S17S U-MMT-S75S Fuse Replacement F1 8A, AC Input F2 15A, Batteries F3 .75A, AUX Port SXL -EX Main Board Connection Diagram For 220V/240V Power Supply Option, refer to instruction P/N 315-092669. 120VAC 60Hz, 2A (Supervised) ALARM TROUBLE See SXL -EX Optlorarl AuxMary Modules —� TB -1 tS HOT BLACK J WIRE LEADS TBS 0 0 0 0 NEW XMER SEC BROWN r � � p 26.2VAC WIRE LEADS l 3.5A RMS TB-2 Battery (supervised) + 24VDC, 15AH maximum � (S Notes 6 and 9) Minimum wire size 14 AWG B ® ER I F, I SXL -XMAIN TB-3 +24V DATA -V ER DRILL (See Notes 6 and 7) (See Notes 6 and 7) I F3 1 (I F I AUXILIARY PORT (See Notes 4 and 5) To Display/ Keypad Module Compatible Notification Appliances The DSC Synchronizing Control Module must be used with these modules to synchronize the strobes. BL1 -1 BL1-2 BL2 -1 BL2-2 ZN1+ IDC 1 ZN1- ZN2+ IDC 2 DM- ZN3+ IDC 3 ZN3 lDC 4 { ZN4+ ZN4- JP3 1 TB-7 TB-4 To SZE-4X Module ALARMITROUBLE RELAY ELECTRICAL RATINGS 1.0A at 30 VDC Resistive Only 0.5A at 30 VAC Resistive Only NAC1SHOWN IN SUPERVISORY NAC 2 SHOWN IN SUPERVISORY UL U$ted - \ EOL Derbe 10K,1/2W lc ,/ PM 140420398 &ACM Supervised). See COMPATIBLE NOTIFICATION APPLIANCES CHART end Note 12 UL Listed EOL Device F — 3.9K, 1/2W, PIN 140. 620386 (IDCs Supervised) -- See COMPATIBLE DETECTOR CHART NOTES: 1. All field wiring must be in accordance with NFPA 70, Article 760. 2. Make no wiring connections while the System is powered. 3. Alarm Relay Contacts are shown de- energized and Trouble Relay Contacts are shown energized. Suitable for resistive load only. 4. Auxiliary output rated 0.5 amps at +24 VDC filtered. Maximum line impedance of 5 ohms. 5. Combined current output for NAC1, NAC2, and auxiliary outputs is limited to 3.0 amps. 6. Equipment connected to these terminals must be located within the same room. 7 Refer to the SXL-EX Operation, Installation, and Maintenance Manual, P/N 315-095997, for further details. 8. NoT-Tapping allowed. 9. Connect standby batteries only to terminals B+ and B -.The batteries may be installed in either the bottom of the cabinet or in a UL listed battery enclosure. 10. In all cases the Cerberus Pyrotronics model number is the compatibility identifier, including the control panel, module(s), and all compatible initiating devices. 11. When using the SLT -1 module, not suitable for remote station protected premises service where separate transmission circuits are required for fire, supervisory, and trouble signals. 12. AN power limited wiring requires separation from non -power limited wiring. Refer to the SXL -EX Power Limited Wiring Instructions, P/N 315-095994. Model No Main Action MS -151 N.O. SPST MS -157 N.O. DPST SIEMENS • MS -151 and MS -157 • Manual Fire Alarm Box ENGINEER AND ARCHITECT SPECIFICATIONS • Durable Compact Design • Shock and Vibration Resistant • Reset With Allen Key • No Break Rods Necessary • Surface Or Semi -flush Installation Listed, ULC Listed, FM, CSFM Approved Description The Cerberus Pyrotronics modern, compact design satisfies architectural and code requirements for a manual fire alarm box initiating device. This manual station design is easily observed yet does not detract from the building's decor. The MS -151 and MS -157 single action manual stations contain a normally open toggle switch. The switch is located so that it is activated by pulling down the cover. To indicate visually that the manual station is activated once the cover has been pulled down, the cover remains down and locked until the station is reset. The station is reset by turning the reset screw counterclockwise, while at the same time pushing the cover upwards. These models are intended for use with all Cerberus Pyrotronics low voltage systems but can be used for connection to existing fire alarm systems. Siemens Building Technologies, Inc. Electrical Information Cerberus Division Engineer and Architect Specifications The manual fire alarm box shall be Cerberus Pyrotronics Model (See chart for model number) with Underwriters Laboratories, Inc. listing. The single action manual station shall be of the non -coded type and contain an internal toggle switch. The switch shall be located inside the manual station so that it is activated by pulling down the cover. To indicate visually that the manual station was activated once the cover has been pulled down, the cover remains down until the station is reset. The station shall be reset by turning the reset screw counterclockwise, while at the same time pushing the cover upwards. CATALOG NUMBER 6182 Model Number Part No. Description Shipping We ght Lb. Kg. MS -151 500 - 688458 SPST Manual Station 1 0.45 MS -157 500 - 688457 DPST Manual Station 1 0.45 SB -15 500 - 688556 Surface Mounting Box 1 '/4 0.56 Reset Key 500 - 620490 Reset Key '/z 0.23 SB -5 Adapter Kit 500 - 688901 SB-5 Adapter Plate Kit (For installing MS- 151/157 onto an existing SB-5R Box) 3 /4 0.34 Product and Accessories Ordering Information Mounting Data ALLEN KEY (P/N 500- 620490) Contact Ratings Main switch MS -151 and MS -157: Siemens BuildingTechnologies Cerberus Division 1 PULL -DOWN COVER 125 VAC, 3A 20 -125 VDC, 3A 250 VACNDC, 1A Cerberus Division 8 Fernwood Road Florham Park, NJ 07932 Tel: (973) 593 -2600 FAX: (973) 593 -6670 Website: www.cerbpyro.com RESET SCREW IP • Surface Mounting the MS -151 and MS -157 IN MAIN SWITCH NOTICE: The use of other than Cerberus Pyrotronics detectors and bases with Cerberus Pyrotronics equipment will be considered a misapplication of Cerberus Pyrotronics equipment and as such voids all warranties either expressed or implied in regard to loss, damage, liabilities and /or service problems. 4/99 5M SCD -IG Printed in U.S.A. KNOCKOUT 2'i• in 31/4 In MS -151 --0 IN IN Cerberus Division 50 East Pearce Street Richmond Hill, Ontario L4B, 1B7 CN Tel: (905) 764 -8384 FAX: (905) 731 -9182 MODEL SB -15 OUT 41a in OUT MAIN SWITCH 1 2 3 MAIN SWITCH MS -157 4 IN April 1999 Supersedes sheet dated 8/97 SIEMENS • PE -11 and PE -11T • Photoelectric Smoke Detector ENGINEER AND ARCHITECT SPECIFICATIONS • Advanced Field Cleanable Chamber Design Self Diagnostic • Multi -Color LED for Normal, Trouble or Alarm Indication Low - Profile Design Easy Twist -In Base Design • Made in USA at ISO 9001 Facility Listed, ULC Listed, CSFM NYMEA, FM Approved Introduction The Pyrotronics PE -11 Series Photoelectric Smoke Detector, with its microprocessor controlled self- diagnos- tic circuitry, eliminates cumbersome sensitivity test equipment. It is the most advanced detector in its class. This detector employs a simple twist -in base for ease of maintenance and has a field cleanable /replaceable labyrinth and bug screen.This detector is highly immune to false alarm caused by deceptive phenomena such as dust or RF.The PE -11 has a full range of accessories available, including remote alarm indicator, remote sensitivity and alarm indicator, relay and audible base adapters, and a base adapter that allows use in older Pyrotronics DB -3S Series bases. Description The PE -11 is a two -wire, plug -in type photoelectric smoke detector which is compatible with Pyrotronics PXL, SXL, and System 3 conventional systems and on conventional loops of MXL Series, IXL and XL3 analog - addressable systems. Siemens Building Technologies, Inc. PE -11 (Shown with DB-11 Base) PE-11T Cerberus Division The PE -11 contains an infra -red Tight emitting diode (LED) and a light sensing photodiode arranged so that under normal conditions, light from the LED does not reach the photodiode. When smoke enters the photo chamber, light emitted from the IR LED is scattered by the smoke particles and is received by the photodiode.The electrical signal produced by the photodiode is compared to a factory set alarm threshold, and if sufficient to indicate an alarm, latches the detector alarm.The PE -11 is reset at the control panel. The PE -11 has self- testing circuitry which tests the detector for defective operation or contamination every 7- 8 seconds. If a problem is detected, the multi -color LED indicator will flash amber until the problem is corrected. The detector flashes green in normal operation. In the alarm mode, the detector will flash red every 2 -3 sec- onds, and latch into alarm, alerting the control panel to the alarm condition. This microprocessor - controlled self - diagnostic system eliminates the need for external test meters or other equipment for detector testing and also alerts users to trouble conditions prior to periodic system checks. CATALOG NUMBER 6173 Replaces Catalog Sheet 6169 The detector is field cleanable by twisting the detector out of the base, unsnapping the chamber from the outer cover and cleaning or replacing the removable chamber labyrinth and bug screen. An optional 135 °F (57 °C)Thermal Sensor is available with the model PE -11T. When the optional thermal sensor is utilized, an alarm condition will be initiated when the temperature in the proximity or the sensor reaches 135 °F. At this point the detector locks into alarm. The PE -11 utilizes the low-profile DB -11 surface mounting base which may be used with a 4 inch square or octago- nal box, as well as a single -gang electrical box.The PE -11 has screw clamp terminals for easy wiring.The base has an optional concealed locking device to prevent unautho- rized detector removal. The PE -11 is capable of operating both a remote lamp and a relay or audible base when used with a PXL or MXL Series control panel, other panels will allow one accessory per detector. The RSA -11 Remote Sensitivity and Alarm indicator duplicates the multi -color LED of the detector at a remote location to indicate normal operation (green), trouble or out of sensitivity (amber), or alarm (red) for detectors located in out of the way places such as duct detectors, under computer room floors, or above suspended ceilings.The RL-11 is simply a remote red LED to indicate an alarm condition of a detector. The RR -11 is a relay module that may be added to the DB -11 base for use as a relay base.The RR -11 incorpo- rates a single pole double throw relay to allow detector control of dampers, doors, or other equipment where this control is required.The ADB -11 is an adapter that transforms the DB -11 into an audible base where local annunciation from an individual detector is desired. For installations where the need to use a PE -11 in an existing Pyrotronics DB -3S base is desired, a DB -ADPT adapter will allow for that installation.The DB -ADPT twists into the DB -3S and the PE -11 twists into the DB- ADPT just as it does into the DB -11 base. The PE -11 and all of the above listed accessories are UL and ULC listed, and approved by CSFM and NYMEA, and other local boards where applicable. Application Data The PE -11 is fully compatible with other Pyrotronics low voltage detectors and may be intermixed on the same conventional zone circuit.The PE -11 is applicable to the 30 foot spacing (900 sq. ft.) as referred to in the National Fire Protection Standard 72.This detector spacing, however, is based on ideal conditions and should be used only as a guide in planning detector layout. Do not mount detectors close to ventilation or air conditioning outlets that may move smoke away from the detector. Exposed joists or ceiling beams may also effect safe positioning of smoke detectors. It is mandatory that engineering judgement be applied regarding detector placement and spacing. Architect and Engineer Specifications The photoelectric smoke detector shall be a plug -in unit which mounts to a twist/in base and shall be UL listed. The smoke detector shall operate on a two -wire circuit and shall contain a multi -color LED indicator indicating the detector is operational by flashing green, trouble by flashing amber, and alarm by flashing red.The detector shall be continually self testing with visual operation indication and not require additional hardware or contact with the detector for testing purposes. The detector shall allow for easy cleaning or replacement of screens and /or chamber components without affecting calibration. The base assembly into which the detector is installed shall be a twist/in design with screw clamp terminals. A security lock shall be installed in those areas where tamper resistant installation is required as indicated in the drawings. The detector or group of detectors shall require a two - wire circuit of #18 AWG thermoplastic fixture wire enclosed in conduit, or #18 AWG limited energy shielded cable without conduit, if permitted by local building codes. All wiring shall be approved for fire alarm use and in compliance with national and local codes. When required, the smoke detector shall contain a 135 °F fixed temperature self restoring heat sensor. Actuation of this device shall lock the detector alarm circuit. The detector shall be Pyrotronics Model PE -11 or Model PE- 11Twith a DB -11 surface mounting base. Technical Specifications Current Requirements: Normal - 100mA peak Alarm - 40mA Voltage Range: 16 - 26.6VDC Operating Temperature: 0 - 39 °C Humidity: 93% non - condensing • Model Description Part Number PE -11 Conventional Photoelectric Smoke Detector 500 - 094150 PE -11T Photoelectric Smoke Detector with 135 °F Thermal Sensor 500 -095110 DB -11 Low - Profile Surface Mount Base 500 - 094151 RLC -11 Remote Red LED, Ceiling Mount 500 - 694625 RLW-11 Remote Red LED, Wall Mount 500 - 694626 RSAC -11 Remote Multi-Color LED, Ceiling Mount 500 - 694935 RSAW-11 Remote Multi-Color LED, WaII Mount 500 - 695101 RR -11 Relay Module 500 - 694922 DB -ADPT Adapter for PE -11 to DB -3 Base 500 - 094187 LK -11 PE -11 Detector Locking Kit 500 - 695350 DMK -11 Detector Maintenance Kit 500 - 695338 AD-11P Air Duct Housing 500 - 095984 AD -11PR Air Duct Housing with Relay 500 -095657 AD -11 UK Upgrade Kit for Use in Older AD Series Duct Housing 500 - 695967 In Canada, Please Order. PE -11C Conventional Photoelectric Smoke Detector 500 - 095630 PE -11TC Photoelectric Smoke Detector with 135 °F Thermal Sensor 500 - 095982 DB -11C Low - Profile Surface Mount Base 500 -095687 Ordering Information Wiring Diagram SEE RR-11 INSTALLATION INSTRUCTIONS PIN 316-094924 (SEE CAUTION TO INmATINO CIRCUIT OF PYROTRONICS COMPATIBLE CONTROL PANEL DB -11 * WORE IS TERMINATED WRH A LUO FOR CONNECTION TO BASE TERMINAL S. DB-11 WITH RL -11 OR RSA -11 REMOTE DEVICE CAUTION: 1. Do not use looped wire under base terminal 5. Break wire run to provide supervision of connection 2. When a remote relay is used to control a critical system function, the relay and its associated detector and optional module(s) must be the ONLY devices on the initiating circuit. DB-11 WITH RR -11 REMOTE DEVICE END OF UNE DEVICE (NOTE POLARITY WHENAPPUCABLE) PE -11 Detector Mounted in DB -11 Base r 3/4" 1/2" Siemens Building Technologies Cerberus Division 6" Dia. 2 3/4" Dia. 4 1/8" Dia. Cerberus Division 8 Fernwood Road Florham Park, NJ 07932 Tel: (973) 593 -2600 FAX: (973) 593 -6670 Website: www.cerbpyro.com n ( - I 1 1/2" I Cerberus Division 50 East Pearce Street 2/99 Richmond Hill, Ontario 10M L4B, 1B7 CN SCD -IG Tel: (905) 764 -8384 February 1999 Printed in U.S.A. FAX: (905) 731 -9182 Supersedes sheet dated 3/98 SIEMENS • Air Duct Housings - Series 11 • • • For Series 11 Detectors • Relay Models Available • Self contained Model availiable with "On - Board" Power Supply • Alarm LED Visible from Front • Clear Housing Cover for Quick Identification of Detector Type Listed, ULC Listed ENGINEER AND ARCHITECT SPECIFICATIONS Introduction The Cerberus Pyrotronics air duct detector housings are designed to be used with Cerberus Pyrotronics PE -11 and FP -11 detectors. Designed for installation directly to heating, ventilating and air conditioning duct systems, they comply with National Fire Protection Association Standard No. 90A. When equipped with photoelectric detectors, these units will signal the presence of hazard- ous quantities of products of combustion or smoke being carried through the duct system. Air duct detec- tors are not intended to be substituted for open area detection. Air duct housings can be equipped with optional relays. These relays are utilized to operate any supplementary equipment when smoke or particles of combustion are detected. Note: Most control equipment guarantee only one detector per zone when the detector operated relay function is critical. The connection of a remote lamp and a remote relay per detector is allowed with PXL or System 3T"" only, other conventional systems may use either a remote lamp or a relay. With the MXL series of control panels, up to 60 detec- tors per circuit having relays may be used.The connec- tion of a remote lamp or a remote relay is allowed for each detector but not both. Cerberus Division Air duct housings (see Ordering Information) are Under- writers Laboratories, Inc.listed. Description The Cerberus Pyrotronics air duct housing is uniquely designed to use the photoelectric detector. Sensitivity of PE -11 detectors can be checked by viewing the LED or an RSAW -11 or RSAC -11 multicolor remote lamp. A green flash indicates the detector has passed its self test. Amber indicates a trouble condition, and red indicates an alarm state. FP -11 sensitivity may be viewed from the multi -color LED on the detector or preferably may be printed by command on an optional printer from the MXL control panel. The detector unit employs a cross - sectional sampling principle of operation. Inlet sampling tubes are available in four lengths (see table on reverse side). Outlet sam- pling tubes are one common length. A continuous cross - sectional sample of air moving through the duct is taken. This averages the effects of laminar flow, stratification or skin effect phenomena occurring in the duct that could prevent combustion product or smoke (especially in large ducts) from reaching a spot type detector. CATALOG NUMBER 6178 Replaces Catalog Sheet 6177 In addition, the unique design of the Cerberus Pyrotronics sampling chamber insures uniform sensitivity in air velocities, ranging from a low of 300 feet per minute to as high as 4000 feet per minute. The inlet sampling tube length is determined by the width of the air duct being protected.The inlet tube nearest to but greater than the duct width should be used (see table).The inlet tube can then be trimmed at the job site to the exact width of the duct.The outlet sampling tube for all ducts, irrespective of width, has a fixed length of approximately 3 inches (75 cm) and is supplied with the duct housing. Sampling Tube Model No. STA -2 STA -3 STA-6 STA -10 Consult Siemens Cerberus Division When the use of a remote relay is required, order model AD -11 PR for conventional systems; AD -11 XPR for MXL systems. Duct Width 9" to 1'9" (21 cm to 51 cm) 1'9" to 3'3" (51 cm to 97.5 cm) 3'3" to 6'3" (97.5 cm to 187.5 cm) 6'3" to 9'9" (187.5 cm to 292.5 cm) Greater than 9'9" (292.5 cm) Sampling Tube Selection Table Maintenance of the detector is easily accomplished by the removal of the Series 11 duct housing sampling chamber cover.The detector, which plugs into the housing, is easily removed for cleaning by a trained technician. All that is necessary for the installation of the air duct detector is the cutting of three small holes for the sam- pling tube installation (template included) and the drilling of four holes for mounting the air duct housing.The unit is then easily mounted in place and connection made to the existing wires or terminals if optional accessories are utilized. When using the PE -11 or FP -11 detector in an AD -3I orAD- 3ILP duct detector housing you must use theAD -11 UK upgrade kit consisting of a detector base adapter and a new duct housing cover. Any Series 3 accessories such as remote lamps on relays will also have to be updated to PE- 11 accessories.The FP-11 is electrically compatible with Series 3 MXL accessories. Engineer and Architect Specifications The air duct housing for the fire detection system shall be a Cerberus Pyrotronics AD- 11(X)P(R) air duct housing. The air duct housing shall incorporate the use of the FP- 11 or PE -11 detector. The air duct housing unit shall be designed for detection of combustion products and /or smoke in air conditioning and ventilation system ducts in compliance with NF PA Standard 90A.The assembly shall consist of a housing to accommodate sampling tubes which extend into and across the duct of the ventilation system. While the fans are operating, a continuous cross - sectional sampling of air from the duct shall flow throu gh the photoelectric detector, after which the sampled air shall be returned to the duct. Air handling equipment shall be shut down by a signal from the fire detection system control equipment. When the air duct housing incorporates the optional relay, the shut down of air handling devices may be accomplished by a signal directly from the detector. The air duct housing shall be available with a self -con- tained power supply so that it can function as a stand- alone unit if desired.The self- contained stand -alone unit (SA-11P) will power and supervise two satellite units. The air duct housing shall utilize a plug -in detector head located in the air sampling chamber.The detector shall be photoelectric.There shall be provisions to check the detector sensitivity in place under actual air flow conditions. The air duct housing shall be mounted directly outside of the air duct by means of four bolts (supplied). A template shall be provided for making necessary cut -outs and holes. Complete instructions shall be supplied with the unit. The air duct housing shall be a Cerberus Pyrotronics Model (See listing on back page) and shall be Underwriters Laboratories, Inc. Listed, specifically for use in air handling systems. Note toArchitect:When building codes regulate the location of detectors within ventilating systems, make sure that the number and locations of detectors is in accordance with the code regulations. Dimensions • Typical Connections for the AD-1 1 P/11 PR Model AD-11P CAUTION: 1. Up to 30 air duct housings can be installed in any one circuit However, when using Series 11 detectors, limit the number of optional relays that perform individual functions to one per circuit because most control equipment can operate only one detector per circuit when in alarm. 2. Do not use looped wire under base terminal 4. Break wire run to provide supervision of connection. 3. When a remote relay is used to control a critical system function, the relay and its associated detector and optional module(s) must be the ONLY devices on the initiating circuit Zone Wires from Pyrotronics System 3, CP -2HR, CP -2ER, CP-400 + Control Panel, IXL System (CZI -H), MXL Control Panel (CZM -114), MXL -IQ Control Panel (CZM -1/4), System PXL, or System SXL Notes: 1. The relay contacts are shown just after a reset pulse, which represents the non -alarm condition. 2. If the relay contacts are being used to control 120VAC operated equip- ment, ensure that the conduit is properly attached to the internal metal ground strap, using the proper conduit locking nuts. Failure to provide proper ground ing may result in fatal electric shock and violation of national and local codes. 4 3 2 1 14 000 TERMINAL BLOCK WIRE NUT REQUIRED – + CNTL `(5) (1A) (6) / To remote devicet tSEE REMOTE DEVICE INSTRUCTIONS FOR WIRING DETAILS INBD1LLAnoN PN 316-084925 RN 316.084928 Zefige RLG11, RUN-11 RSAG11, RSAW11 ZONE WIRES FROM CERBERUS PYROTRONICS LISTED MXL/MXL -IQ CONTROL PANEL j To next detector or EOL device See Note Typical Connections for the AD -11 P/11 XPR Zone Wires from Pyrotronics + Compatible Control Panel NOTE EOL device must be compatible with system initiating circuit Observe proper polarity where applicable. WARNING: PE -11 and PE -11T are not compatible with Series 3 detector accessories. As a result, the DB- ADPT can not be used with any of the following: • a DB -3S base connected to an RR -3 relay or RL-3 lamp or DA -3SR • a Series 3 duct housing connected to an RR -3 relay or RL-3 lamp Changes must be made to the installation to ensure that the detector and its accessory are from the same family: that is they must contain either all Series 3 components or all Series 11 components • CZM -1, CZI -H Modules cannot support remote devices Model AD -11PR* * When a duct housing relay is used to control a critical system function, the relay and its associated detector and optional module(s) must be the ONLY devices on the initiating circuit NO l To second remote J device (See Multiple Remote Devices) COM Alarm Contacts 125 VAC, 24 VDC N C 2.5A + l To next detector - f or EOL device See Note MULTIPLE REMOTE DEVICES if remote devices are supported by the initiating circuit each detecta,lase may have up to 2 remote devices with the following configurations and restrictions only: Remote �t11 A PR P11PR AD 1PR Remote eeMaao• RLG11, RLW See See Guam 3 RSAG11, RSAW 11 See Caution 3 Model AD -11XPR Model AD -11XPR Model AD-11P with DA-X3SR Relay Modules with DA -X3SR Relay Modules 4 3 2 1 NOT USED OPTIONAL REMOTE ALARM INDICATOR MODEL RLI -1 OR RLI -2 h 5 5 6 7 8 9 10 11 1000000 o el • • RELAY VJ BOARD ALARM CONTACTS 125 VAC/24 VDC, 3A SEE NOTES 1 AND 2 NOT USED ra 5 5 6 7 8 91011 10 (90e0 AL ARM CONT 125 VAC/24 VC SEE NOTES 1 — NOT USED TO NEXT ADDRESSABLE DEVICE CTS X , 3A AND 2 WARNING: FP -11 and FPT -11T are not compatible with Series 3 detector accessories. As a result, the DB- ADPT can not be used with any of the following: • a DB -3S base connected to an RR -3 relay or RL-3 lamp or DA -3SR • a Series 3 duct housing connected to an RR -3 relay or RL-3 lamp Changes must be made to the installation to ensure that the detector and its accessory are from the same family: that is they must contain either all Series 3 components or all Series 11 components Model No. Description Shipping Weight Lb. Kg. AD -11 P Series 11 air duct housing with cover for the PE -11 and FP -11 detectors 5 2.25 AD 11 PR Series 11 air duct housing with cover for the PE -11 photoelectric detector and equipped with remote relay 5 225 AD-11XPR Series 11 air duct housing with cover for the FP -11 detector equipped with remote relay 5 2.25 SA-11P Series 11 air duct housing with power supply for self- contained unit operation for PE -11 photoelectric detector 7 3.15 AD -11 UK Upgrade kit for using PE -11 or FP -11 detector in a series 3 duct housing 1 .45 STA -2 Sampling Tube, for ducts 9" to 1'9" 1 .45 STA -3 Sampling Tube, for ducts 1'9" to 3'3" 2 .9 STA-6 Sampling Tube, for ducts 3'3" to 6'3" 4 1.8 STA-10 Sampling Tube, for ducts 6'3" to 9'9 ". Sampling Tubes greater than 9'9 ", consult Cerberus Pyrotronics 6 3.7 RLC -11 Remote Alarm Lamp, ceiling mounted for PE -11 .5 .22 RLW -11 Remote Alarm Lamp, wall mounted for PE -11 .5 .22 RSAC -11 Remote Tri-color LED, ceiling mounted for PE -11 .5 .22 RSAW -11 RemoteTri -color LED, wall mounted for PE -11 .5 .22 PE -11 Conventional Photelectric Detector 1 .45 FP -11 Intelligent FirePrinem Detector 1 .45 Model Description Part Number RLI - 1 Remote (red) alarm indicator - 4" octagon box mount 500 - 390673 RLI -2 Remote (red) alarm indicator - single gang box mount 500- 390674 Model AD-3I or AD -11P (TYPICAL) EOLR 1.3K, 12W See Notes 5 and 9 4 3 2 1 Ordering Information Siemens Building Technologies Cerberus Division Model DB -11 or DB-3S (TYPICAL) See Notes 3. 06r.1. 4.and5 linmoL Optional Equipment - Listed Remote Alarm Indicator: RLW -11, R1C-11 wlh PE -11; RLI -1, RLI -2 wth DI -83 or DI -B3H. NOTES: 1. Relay contacts shown with power applied and system in normal supervisory, no alarm, condition. 2. See Technical Data for compatible detectors. 3. Arrangement for photo detector and base located within air duct. 4. Use PE -11 with either DB -3S base and DB -ADPT. or with DB -11 base. 5. No more than two external detectors may be connected to terminals 3 and 4 of TB1 of the power supply control board. 8. Ensure that the incoming earth ground wire is properly connected to the TB2 terminal marked GNO. If using an earth grounded High Input Power 120 VAC, 50/80 HZ Neutral 0.32A max Earth Ground 21 * / -3VDC 15mA max Supv 220mA max Alarm See Note 6 Typical Connections for SA -11 P Cerberus Division 8 Fernwood Road Florham Park, NJ 07932 Tel: (973) 593 -2600 FAX: (973) 593 -6670 Website: www.cerbpyro.com 1/00 10M SCD -IG Printed in U.S.A. 2 5 8 8 Trouble Contacts 25 VAC/24 VDC, 2A See Notes 1 and 8 Model SA - 11P TB1 CAUTION: Do not use looped wire under terminal 5 of the DB -3S or DB-11 base. Break wire run to provide supervision of both connections. r 9 t,0 See Note 7 11 r12 13 14 Ground conduit, ensure that it is properly connected to the internal metal ground strap, using the proper conduit locking nuts. Failure to provide proper grounding may result In fatal electrical shock 7. Conned EOL device (1.3K. 12W resistor) to terminals 3 and 4 of TB1 when no external detectors are connected. 8. When the relay contacts are connected to a lire alarm system, the trouble contacts must be wired beyond the last detector so as not to interfere with an alarm, as shown h, Figure 7. 9. Use control board relay for alarm signaling. Do not corned relay modules directly to detectors. Cerberus Division 50 East Pearce Street Richmond Hill, Ontario L4B, 1B7 CN Tel: (905) 764 -8384 FAX: (905) 731 -9182 Earth Ground See Note 8 iK Control Board Intemal Metal See Note 9 Ground Strap See Note 6 Alarm Contacts 125 VAC/24 VDC, 3A See Notesl and 9 Note: Minimum hardware required is one Air Duct Housing Assembly, one Sampling Tube and one Detector. NOTICE: The use of other than Cerberus Pyrotronics detectors and bases with Cerberus Pyrotronics equipment will be considered a misapplication of Cerberus Pyrotronics equipment and as such voids all warranties either expressed or implied in regard to loss, damage, liabilities and /or service problems. January 2000 Supersedes sheet dated 7/99 SIEMENS • U -MMT Series • 8 -Tone Horn ENGINEER AND ARCHITECT SPECIFICATIONS • Universal Mount: 1, 2 Gang or 4" Square Electrical Box Mounting • Horn or Horn / Strobe Units • 24Vdc Units Available with 15/75, 30/75, 60/75, 75 or 110 Candela Strobes • Electronic Selectable 8 -Tone: Horn,Temporal, Bell, Hi -Lo, Chime, Siren, Slow-Whoop and Single Stroke Bell • Raised Mounting Design - Eliminating Need for Deeper Back Box • Very Low Inrush Current • Available for Wall or Ceiling Mount Devices (in Red or White Colors) • Light Plastic Grill Construction • Low Operating Current - DC or Full Wave • ADA/UL 1971 Horn - Strobe Versions • ScrewTerminals Accept #12 AWG • r Listed, Approvals Pending & FM Description Maximum dBA output, very low inrush current and the lowest operating current DC or Full Wave are characteris- tics of all new Pyrotronics devices.The electronic U -MMT horns provide maximum reliability and low current drain for every application. The U -MMT series 8 -tone horn operates on a current of 20 to 40ma at 24Vdc depending on tone selected.The audio portion of the signal provides a 91 to 97 dB output. The U -MMT mounts on either a 1, 2 gang or 4" square electrical box. Cerberus Pyrotronics notification devices are designed with the installer in mind.The U -MMT series devices are constructed with all of the electronics in the housing and Siemens BuildingTechnologies, Inc. Cerberus Division not in the box. Units are also available in two different colors, red or white. The U -MMT horn / strobe units construction consists of Xenon flashtube with solid state circuitry for maximum reliability and efficiency.The full range of new strobes have a rounded dome shape made of clear Lexan °. "FIRE" letters are visible on the front mounting plate.The overall lens is 2.0" x 2 7/8" with a height of 1 3/8" Strobe units can also be synchronous when used with the SCM -F sync or DSC (Dual Sync Control) units. To order a device in "white" use a " -W" at the end of the model number (i.e., U- MMT -W). CATALOG NUMBER 2542 Model Number Description Part Number Strobe Current 8 -Tone Horn Current dB Rating @ 10' U -MMT S17 15/75CD Strobe 500 - 696608 59 ma Bell - 20 ma HI-Lo - 25 ma Clime - 28 ma SS.Bell - 26 ma Hom/Temporal - 23 ma Siren/SI.Whoop 40 ma 91 dB 96 dB 93 dB 93 dB 93 dB 96 dB U- MMT -S17 -W 15/75CD Strobe 500 - 696609 59 ma U- MMT -S17S 15/75CD Strobe 500-696610 59 ma U -MM17S -W T S 15/75CD Strobe 500-696611 59 ma U-MMT-S30 30/75CD Stobe 500 - 696612 88 ma U- MMT -S30 -W 30/75CD Strobe 500- 696613 88 ma U -MMT S30S 30/7500 Sync 500- 696614 88 ma U -MMT S30S -W 30/75C0 Sync 500- 696615 88 ma U- MMT -S60 60/75CD Stobe 500- 696616 155 ma U- MMT-S60 -W 60/75CD Strobe 500- 696617 155 ma U-MMT-S6OS 60/75CD Sync 500 - 696618 155 ma , U- MMTS60S -W 60/75CD Sync 500- 696619 155 ma U- MMT -S75 75CD Stobe 500- 696620 166 ma U -MMT S75 -W 75CD Strobe 500 - 696621 166 ma U -MMT S75S 75CD Sync 500- 696622 170 ma U- MMT- S75S -W 75CD Sync 500-696623 170 ma U -MMT S110 110CD Stobe 500-696624 249 ma U- MMT-S110 -W 110CD Strobe 500- 696625 249 ma U- MMTS1106 11000 Sync 500- 696626 249 ma U- MMTS110S -W 110CD Sync 500-696627 249 m Model Number Description Part Number Strobe Current 8 -Tone Hom Current dB Rating CO 10' U- MMT -S17 -C 15/7500 Strobe 500 - 696904 59 ma Bet - 20 ma Hi Lo - 25 ma Chime - 26 ma SS.BeIl 26 ma Horn temporal - 23 ma Siren/SI.Whoop 40 ma 91 dB 96 dB 93 dB 93 dB 93 dB 96 dB U-MMT S17 -W-C 15/75CD Strobe 500 - 696905 59 ma U- MMT- S17S -C 15/75CD Sync 500 - 696914 59 ma U-MMT S 17S -W-C 15/75CD Sync 500.696915 59 nth '; U- MMT -S30 -C 30/75CD Stobe 500 - 696906 88 ma U- MMT- S30 -W-C 30/75CD Strobe 500- 696907 88 ma U-MMT S30S -C 30/75CD Sync 500-696916 88 ma U- MMT- S30S -W-C 30/75CD Sym 500-686917 88 ma U- MMT -S60 -C 60/75CD Stobe 500- 696908 155 ma U- MMT- S60 -W-C 60/75CD Strobe 500- 696909 155 ma U- MMT - 8605 -C 60/7500 Sync 500-696918 ' 155 ma U -MMT S60S -W-C 60/75CD Sync 500. 696919 155 rna U- MMT -S75 -C 7501) Stobe 500- 696910 166 ma U- MMT-S75 -W -C 75CD Strobe 500- 696911 166 ma U- MMT- S75S -C 75CD Sync ' 500 - 696920 170 ma U- MMT- S75S -W-C 75CD Sync 500-696921 170 ma U- MMT- S110 -C 110CD Stobe 500- 696912 249 ma U- MMT- S110 -W-C 110CD Strobe 500-696913 249 ma U- MMT- S110S -C 110CD Sync 500- 696922 249 ma U- MMT- S110S -W-C 110CD Sync„ 500. 696923 249 ma Number Description Part Number 8 -Tone Hom Current dB Rating @ 10' U- MMT -1G Electronic Hom 24 VDC 500 - 696604 BeII -20ma Chime -28 ma C hime -28 SS.BeII -26ma HornTemporal -23ma Siren/SI.Whoop-40ma 91 dB 96 93 d B dB 93 dB 93 dB 96 dB U -MMT 1 G -W Electronic Hom 24 VDC 500- 696605 U -MMT Electronic Hom 24 VDC 500- 696606 U -MMT -W Electronic Hom 24 VDC 500- 696607 Ordering Information U -MMT Series Horn Wall Mount U -MMT Series Horn /Strobe Wall Mount Listed operating range is 20 to 31 Vdc/FWR Minimum UL measurements are 85 -88dB taken in free air at 360° around the device and averaged.Typical readings are frontal sound readings taken with a dB meter with signal mounted on wall. Rated for indoor use at 32 °F to 120 °F, (0 °C to 49 °C) with 85% RH. U -MMT Series Horn /Strobe Ceiling Mount • • Typical Wiring Alarm Polarity shown from Control Panel or previous device Notification Appliance ckt. Notification Appliance c U- MMT -1G Hom (Dim. 4.50 "H x 2.75 "W x 1.25 "D) U -MMT Hom / Strobe (Strobe & Hom on same circuits) (Add " -C" for Canadian ULC listed model) (Add " -CF" for Canadian French ULC listed model) To next device or E.O.L. (Style Y -Class "B" ckts.) or return to F.A.C.P. (Style Z -Class "A" ckts.) U -MMT 8 -Tone Select To next device or E.O.L. Device Dimemsions: 4.75 "H x 4.75 "W x 1.33"D Alarm Polarity shown from Control Panel or previous device Strobe Notification Appliance ckt Audible Notification Appliance ckt. For more detailed wiring diagram refer to U -MMT Installation Instruction Sheet 1, 2 or4 Square Mounting U -MMT Hom / Strobe (Strobe & Horn on separate circuits) Cut jumpers to power audible signal and strobe from s - parate circuits To next device or E.O.L. (Style Y -Class 'B" ckts.) or retum to F.A.C.P. (Style Z -Class "A" ckts.) Notes: U -MMT -1 G, U -MMT and U -MMT Hom / Strobes devices must be connected to compatible non - pulsing signal circuits when temporal tone is chosen. Steady current output and appropriate voltage required. When audible signal and strobe are connected to same notification appliance circuit, current rating is a combination of audible signal and strobe current. Siemens Building Technologies Cerberus Division Cerberus Division 8 Fernwood Road Florham Park, NJ 07932 Tel: (973) 593 -2600 FAX: (973) 593 -6670 Website: www.cerbpyro.com Cerberus Division 50 East Pearce Street 4/99 Richmond Hill, Ontario 10M L4B, 1B7 CN SCD -IG Tel: (905) 764 -8384 April 1999 Printed in U.S.A. FAX: (905) 731 -9182 Supersedes sheet dated 7/98 • • Stand Alone Strobes • CERBERUS PYROTRONICS Universal Mount ENGINEER AND ARCHITECT SPECIFICATIONS • Universal Mount • Low Current Draw - DC or Full Wave • Very Low Inrush Current • 24 Vdc Units Available with 15/75, 30/75, 60/75, 75 or 110 Candela Strobes • Standard Strobe Units or Synchronize Strobe Units with SCM -F Sync Control Module or DSC, Dual Sync Control Units • Lightweight Plastic Design on New Stand Alone Strobe Units • Metal Plate Design on Strobe Retro Plate and Weather Proof Stand - Alones (6090V Models are Required) • Mounting for 4" Square • Weather Proof Strobe Units, [When Ordering Must Specify a ( -1) After the Model (i.e., U- S17 -1)], Must be Used with FBX-1 or FBX-2 Weather Proof Back Box • ADA/UL 1971 Horn - Strobe Versions • Available for Wall or Ceiling Mount Applications (in Red or White Colors) • Screw Terminals Accept #12 AWG • U.L. Listed for Ceiling Mount • a Listed, CSGM, NYMEA, FM & ULC Approvals Pending Description The new Cerberus Pyrotronics' strobes combine state of the art electronics to provide reliability and low current drain to meet visual life safety application. Same low current draw for either wall or ceiling mount installations. The new strobes are constructed of light durable plastic and is available in two colors: red or white. To order a device in "white" use a " -W" at the end of the model number (i.e., U- S75S -W). The units design provides for easy installation with single gang, double gang or 4 square mounting. The lens construction provides high candela output with a very low current consumption while meeting UL and ADA standards. The Retro Plate units come with the same strobe choices S e E� == =_ SYSTEMS SERVICES with one major physical difference, construction. The retro strobe plate is constructed of metal for mounting bell or chime devices to the plate. Overall dimensions are 6" wide by 9" high. The remote strobes and strobe remote plates use a Xenon flashtube with solid state circuitry for maximum reliability and efficiency. The full range of new strobes have a rounded dome shape made of clear Lexan ®. "FIRE" letters are visible on the front mounting plate. The overall lens is 2.0" x 2 7/8" with a height of 1 3/8 ". Strobe units can also be synchronous when used with the SCM -F or DSC sync control units. (See reverse side for ordering information.) If weather proof units are required, order the strobe units with either the FBX-1 or FBX-2 back boxes. Weather proof units are surface mount with metal face plate construction. CATALOG NUMBER 2539 Replaces Catalog No. 2533 Model Number Description Part Number Strobe Current US17 15/75CD Strobe 500-696460 59 ma U-S17-W 15/75CD Strobe 500-696461 59 ma US17S 15/75CD Sync Strobe 500 - 698462 59 ma U- S17S -W 15/75CD Sync Strobe 500- 696463 59 ma U-S30 30/75CD Strobe 500 - 696464 88 ma U-S30-W 30/75CD Strobe 500-696465 88 ma U-S3OS 30/75CD Sync Strobe 500-696466 88 ma US30S -W 30/75CD Sync Strobe 500- 696467 88 rna U-S60 60/75CD Strobe 500- 696468 155 ma U-S60-W 60/75CD Strobe 500-696469 155 ma US60S 60/75CD Sync Strobe 500-696470 155 ma US60S -W 60/75CD Sync Strobe 500 - 696471 155 ma U-S75 75CD Strobe 500- 696472 166 ma U-S75-W 75CD Strobe 500 - 696473 166 ma US75S 75CD Sync Strobe 500-696474 170 ma US75S -W 75CD Sync Strobe 500- 698475 170 ma U-S110 110CD Strobe 500- 696476 249 ma U-S110-W 110CD Strobe 500 - 696477 249 ma US110S 110CD Sync Strobe 500 - 696478 249 ma US110S -W 110CD Sync Strobe 500 - 696479 249 ma Model Number Description Part Number Strobe Current U-S17-C 15/75CD Strobe 500 - 696874 59 ma U-S17-W-C 15/75CD Strobe 500-696875 59 ma U- S17S -C 15/75CD Sync Strobe 500 - 696876 ;59 ma U- S17S -W-C 15/75CD Sync Strobe 500- 696877 59 ma U-S30-C 30/75CD Strobe 500- 696878 88 ma U-S30-W-C 30/75CD Strobe 500-696879 88 ma US30S -C 30/75CD Sync Strobe 500 - 696880 88 ma US30S W-C 30/75CD Sync Strobe 500 - 696881 88 ma U-S60-C 60/75CD Strobe 500- 696882 155 ma U-S60-W-C 60/75CD Strobe 500 - 696883 155 ma U -S60S-C 60/75CD Sync Strobe 500- 696884 155 ma US60S -W-C 60/75CD Sync Strobe 500-696885 155 ma US75 -C 75CD Strobe 500- 696886 166 ma U-S75-W-C 75CD Strobe 500- 696887 166 ma U- S75S -C 75C Syr Strobe 500- 696888 170 ma U-S75S-W-C 75CD Sync Strobe 500 -696889 170 ma U-S110-C 110CD Strobe 500- 696890 249 ma U-S110-W-C 110CD Strobe 500- 696891 249 ma US110S -C 110CD Syne Strobe 500-696892 249 ma U- S110S -W-C 110CD' Sync Strobe 500-696893 249_ ma :. Model Number Description Model Number Description FWB -1 Weather Proof Box 1/2" Pipe FBX-S 1.7 "D Flush or Surface Box for Hom / Strobe FWB -2 Weather Proof Box 3/4" Pipe FBX -F 2.7 "D Flush or Surface Box for Hom / Strobe FIB Indoor Surface Box FBX-SF 2.7 "D Flush Box for Hom / Strobe Ordering Information Stand -Alone Strobes - Wall Mount Wiring From control panel notification circuit Accessories (Add " - C" for Canadian ULC listed model) (Add " - CF "for Canadian French ULC listed model) CERBERU PYR MCS OTRO Stand -Alone Strobes - Ceiling Mount Strobe currents are Full Wave / Filtered UL environmental ratings 32 °F to 120 °F, (0 °C to 49 °C) with 85% humidity. Outdoor, -31 °F to 150 °F ( -35 °C to 66 °C), RH at 95 %. Note: For weather proof units, order model number FWB -1 or FWB -2 back box. To end of line device or class °A" circuitry Cerberus Pyrotronics Cerberus Pyrotronics 8 Fernwood Road 50 East Pearce Street Florham Park, NJ 07932 7/98 Richmond Hill, Ontario Tel: (973) 593 -2600 10M L.48, 187 CN July 1998 FAX: (973) 593 -6670 CPY -IG Tel: (905) 764 -8384 Supersedes sheet dated 3/98 Website: www.cerbpyro.com Printed in U.S.A. FAX: (905) 731 -9182 Replaces catalog number 2533 SIEMENS BEAUCHAMP CONSTRUCTION COMPANY SHOP DRAWING DOCUMENT REVIEW These documents have been reviewed for conformance with the design concept, and intent and general compliance with the contract documents. The subcontractor is responsible for confirming and correlating all quantities and dimensions, fabrication and construction methods, field measurements, and coordination of this trade with all other applicable trades. Review and /or approval of these documents does not relieve the subcontractor from compliance with the contract documents. Date Returned to Subcontractor: Submittal No: /(+= /QQC ) Cerberus Division Siemens Building Technologies Cerberus Division • • _3.../4(Xe4.4(ev ','SUc!',11;..-.. -:..-•:, 1.';:r. '' ;•-•1:::,.';':,•:). ;-. •_. : `...• • :,..,•,c,:•;•__ "\T":, CO's}!:7': "::,d`.', T.,„i".j.,'S,.;',.'•,,Y.!S's■S:-2.. s i0 :....-!!•1.`.';'''.+_:.; ',.!1:,i=.•,::: '.''',,,:-.)1,::!--_:;. NS:: ;!.c,1-::::i",;.:71T.,',.1".r,r, FOR Pi.C,C,Ii.".•.1:::f '1("A'N'',.',[. VII r il i , T:'.' ':.••j.1.;-(Fi.rj‘,.:,1. ", .:'',1':, L,1' sL ;',;,,, i'' 1•,',EQUIREO.I6 ",,;.‘•,'... ''-''',. ' ''' .. )RS. ARE C'rifigGED VilTi .. .• Cs'i' ' "!•',?!tiSWHEIHER OR ti(Yc SVI1C;ric'i;.",!!,`,..L.':k V:14+,1;t-.1.1.i. P139D DO IT DATE TODAY COMPLETED .h di p & isT ❑ 2. ❑ 3. -at t-C___Wiat, &i;rtt- 4. 305-- qq5 -Dg19 8. ❑ 9. ❑ 10. ❑ 11. ❑ 12. ❑ 13. 5. ❑ 6. ❑ 7. ❑ 1- 888 -24 -LABOR Locations Across the U.S. & Canada LABOR READY TEMPORARY LABOR ON DEMAND This. : alert . symbol Is used .to ..attract your attention! PERSONAL SAFETY ISiNVOLVED! When you see this symbol BECOME i;A‘ Tt. HEED ITS AU.TION = A';CAUTION identifies �safe ;operating p ra c tices or��indicates un conditions that`could res in personal injury•or damageto structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the builder, building contractor, licensed contractor, erector or erection contractor to properly handle and install metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss industry, Trusses stored horizontally s ould be supported on blocking. C....... .. 4 i) ANGER A DANGER :designates a conditio w here failure to follow instructions or heed�warn '`tng will most likelji�esult in ser p eisonal njury'ordeath�o to . WARNING A WARNING describes • a condition; where failure to followInstr`uctions could resulf in `. .severe perseha,ljnji dry or damage to structures: TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer, builder, or erection contractor. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, builders, installers, and others. Copyright ° by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without the written permission of the publisher. Printed in the United States of America. ON iAil #e "Ra embracing shou a ed dumber inlmum o b e no onnec • ails ter r iti e c t e d og p ric o° u ) on : Trusses stored vertically should be braced to prevent toppling or tipping. DANGER GWaiklit' on�trusses��,which are`,tF flatis an e o s nd should b es SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in) D/50 D(ft) 12" 1/4" 1 ' 24" 1/2" -.,2' 36" 3/4" 3' ` - 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108 ", 2" 9' L(in) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF - Douglas Fir -Larch HF - Hem -Fir NOTRU Diagonal brace also required on end verticals. PLUMB Truss Depth D(in) Maximum Misplacement Lester' of D /50 or 2" Plumb Line SP - Southern Pine SPF - Spruce - Pine -Fir 0 5 • O 9 e @ 4 ,ccJ SQ L \ i N try ALLATION! TOLER OUT -OF -PLUMB INSTALLATION TOLERANCES. 12 \ i l3or , greater _ / Length L(in) Continuous Top Chord Lateral Brace Required Lesser of 1/200 or 2" T L(Inj All lateral braces lapped at least 2 trusses. BOW Lesser of 1/200 or 2" OUT-OF -PLANE INSTALLATION TOLERANCES. L t onrunbr ced rt DANGER Under no ;circumstances should onsstructlo i tls of a y des be placed; E Y r I Approximately Approximately 1 /2 truss length '/2 truss length Truss spans Tess than 30'. Toe In loo I\ I %.I /III II1 Approximately 1/2 to Yl truss length Spreader Bar Spreader Bar Less than or equal to 60' Approximately 1/2 to % truss length Less than or equal to 60' Toe In GROUND BRACING BUILDING INTERIOR 7 1 truss of braced group of trusses Ground brace vertical (GBy) MECHANICAL INSTALLATION WARNING: Do not lift singletrusses witIfs pans g reater than 30' by. the pea * , • At or above I mid - height Ground brace diagonals (GBD) Ground brace vertical (GBy) AIL EMI ME PAIN Approximately Yato Y. truss length Strongback/ SpreaderBar trongback/ i I ,I Approximately Y3 to Y. truss length Greater than 60' S S preaderBar Greater than 60' GROUND BRACING: BUILDING EXTERIOR CAUTION G 0' r Driven ground stakes _ red o� all'' ns tal anon A Typical vertical attachment i Strut (Sr) 10' Blocking Typical horizontal tie member with - multiple stakes (HT) Plan Ground brace vertical (GBy) ruse of coup of tru bfaee (EB) SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (D8 [# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 1y 8 The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 1y SSTO End diagonals are stability and must be dup both ends of the truss system. End diagonals are stability and must be dup ca both ends of the truss system. 2x4/2x6 PARALLEL CHORD TRUSS Continuous Top Chord Lateral Brace Required Attachment Required - 10" or Greater; X X 30° or greater Continuous Top Chord Lateral Brace Required 3' /z° Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBs) j# trusses] SP /DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer N 12 'Ze 4 or greater SPAN Up to 28' Over 28' - 42' Over 42' - 60' Over 60' MINIM PITCH DIFFERENCE 2.5 3.0 3.0 TOP CHORD LATERAL BRACE SPACING(LBS) 7' 6' 5' DIAGONAL BRACE SPACING (DBS) [# trusses) SP/DF..' 17 9 5 SPF/HF 12 6 3 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir Continuous Top Chord Lateral Brace Required �' >• Attachment Required — f �. 10' or Greater SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frames DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 5 r -- , / � e y �F y (< 4' " SP - Southern Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required 1 0' or Greater i /< -1- I PITCHED TRUSS SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DB& [# trusses] SP /DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer 12 - 1 4 or greater - ., •e Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WEB MEMBER PLANE 'a /-- Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. BOTr RD PLANE ,I Cross bracing repeated at each end of the building and at 20' intervals. k %45° h 12 - 1 4 or greater - ., •e Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WEB MEMBER PLANE 'a /-- Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. BOTr RD PLANE ,I Cross bracing repeated at each end of the building and at 20' intervals. r • e 7'0" CORNER SET PR PARED B1 RANI OFFICE I 32'MAX TOP CHORD CONNECTION: 7'0" JACKS - 4,10 -D NAILS 5'0 ". JACKS - 4,8 -0 NAILS • 2 30* & I'0" JACKS - 2,8 -0 NAILS -� 12 MIN. P -2.51 MAX. P -6.5 3X4 2X6 STD. I-C— _ HT. IIAX. 1 • OVERHANG VARIES BOTTOM CHORD CONNECTION: 2,8 -D NAILS 1 3X4 COMMON JACKS REACTION - SIZE 1 - -990 35 2--385 1.5 3 - -397 15 16.97 P �— 4 -11 -6 2 lx4 3 - ovi 9 -10 -12 CORNER JACK OPTIONAL VERT. 4 -11 -6 CORNER JACK -- COMMON JACK (TYP) PARTIAL ROOF LAYOUT 1 45 • fry; 2X3 3X4 3 1 4 NOTE, THIS D=S1CN HAS BEEN CrECKE —D FOR 100 MPH WINO LOAD. WALL HT 10 FT HAX. PROVIDE FOR UPLIFT AT B=ARING WALL CONNECTIONS, 08 LBS AT COMMON JACKS d '90 LBS AT COMER JACK. '6' JACKS U ,A- DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS. 4,16 -0 NAILS MINIMUM GRADE OF LUMBER T.C. 2X4 No.2 19 SP B.C. 2X4 No.2 19 SP Webs 2X4 No.3 19 SP LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING : 24' O.C. TPI -95 Crit: S,PBC -9 5 SIR. INCR.: 33 DRAWN BY : TAN CHECKED BY : JAI REP. STRESS: NO yr==_? 0 0 0 0 aT MiTek Industries Inc. OVERHANG WITHOUT RETURN CRAOE OF LUMBER No.2NO 19 SP No.2 !9 SP No.2D 19 SP No.1ND 19 SP 3 -0 -2 No.1 19 SP No. ID 19 SP NDSS 19 SP SS 19 SP ASS 19 SP (ASC1= -7 /9 , 110 M PI-1 MINIMUM GRADE OF LUMBER T.C. 2X1 No:2N0 19 SP B.C. 2X4 No:2ND 19 SP Wets 2X No.3 19 SP LOADING (PSF) L D TOP 30 15 BOTTOM 0 10 SPACING: 21 Inch O.C. MAXI 2 -8 -3 2 -9 -15 3 -0 -2 3 -1 -11 3 -3-0 3 -2 -4 3 -3 -0 3- 3 -11 DEf L.< L/240 TPI -95 Crlt. SF13C-95 - STR. INCR.: 33 Y. DRAWN BY U.A. CHECKED BY : JAI REP. STRESS: YES v U v 10 PSF SOFFIT 2X4 2X6 OVERHANGS, cc u] OPTIONAL H RETURN 3 -10 -11 9 -0 -11 4 -4 -7 4 -5 -6 4 -7 -15 4 -9 -18 5 -0.0 5 -1 -5 5- 2 -G 0=3 0 0 M1Tek Industries Inc. LEDGER BOLTED TO THE TIE BEAM (BY BLDRI CM A1' p�E OMITTED FoR. (D.P. 24 "). 2X1 2 8 -3 2 -10-0 3 -0 -0 3 - 0 -0 3 -0 -0 3 -1 -8 3-0 -0 3 -5- e. 3 -2 -15 2 PSF SOFFIT WIND C2 ( 5 1 , CAT C , Z Phr TOP C1.): DEAD L. , P Approved for M 2X6 1 -2 -9 4 -4 -11 4 -8 -12 4 -8 -11 4-9 -13 4.9 -L 4 -10 -15 4 -11 -15 OVERHANG WITH RETURN 4-10: 15 PREPARED Br /4A711 OfIC . sirles Inc. -r .=<<g<ACKS-32 Ver. 1.0>>>>=====[ 000005 ] Customer : STAND Project #: PIGGY Truss ID : Hi Span : 34-0 Quantity : 1 ftAi Tot... atom) e 0 :c.. 6000; LA)/ t NAIL& PAAG036.1 - ro e2g r.12.0PGRk-1 lzgefk AT 12Q19 1 )ADING (PSF) L D 30 15 )TT 0 10 2 12 1 X4 N. 11 3X4 1 10 3X8 - . <<<<MARTINEZ TRUSS>>>>: Tue Dep 17 11:24:36 1996 Familp# : 314 Top Pitch : 12 9 3X4 - 1 -- -fi=lc,i6c 1 P1 6 4-1IP (0.T. -- dirmhim 1 X4 tviAxim UMILV&2.1 1 . 3 9rDb 7 1-M71:17 6221.)13cr Cour, pvt (2,c4 Hit)) . ro A.C.Z 4 . if - 01TH L- 1:1 - g -6 . • W Irk • 2T-- - 3 ---- • -- — • . ..... • . ¶ I v t.7./xcpe — • 4.4 — 4-VAsn: C-44x AOD NOT To . ExtroEr) To MAX STRESSES MINIMUM G E OF LUMBER - TOP 3 TOP CHOR BOTT 8-9=0.739 BOT CHORD: 014 LL.DEFL.@10=0.23 < L/360 WEBS 'R.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. TETITIVE STRESSES USED NO. OF MEMBERS = 1 USS CHECKED FOR 110 M.P.H WINO. ENCL.BLOG. WALL HGT. 5 FT.BLOG. CAT. I.EXP. CAT. C.12(7+5) PSF OL.2.00 MI FROM OCEANLINE(ASCE7-93). TES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) 5E MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, BOCA,TPI -95 S DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 7 SUP PORIW I= TRUSSES VALLEY 1RUSSES STANDARD PARTIAL ROOF LAYOUT Supporting Truss MINIMUM GRADE OF LUMBER T.C. 2x4 No. 2N0 19 SP B.C. 2X4 No. 2ND 19 SP Webs 2X4 No. 3 19 SP LOADING L (PS, TOP 30 t BOTTOM .0 10 • \ SPACING:24 In O.C. 12 Valley trusses at L -0 o.c. max. 6" wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of volley truss. TPI -95 Crit. SF:BC -95 Revised: 7/7/94 STR. INCR.: 339 DRAWN BY: P.G. CHECKED BY: J.A.I. REP. STRESS:YES 'ROOF VALLEY DETAIL ;� PR EPARE) BY UTAMI ormG VALLEY AREA pitch 4 to 7 2x3 (typ) Strap ® 48" o.c. see note (c) below 3 MiTek Industries Inc. See note 5x6 spl. (typ) 4x4 3x6 1 50. (typ) Supporting trusses at 2' - 0" o.c. max NOTES: (a) Provide continuous bracing on verticals over 6' -3 ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end, • (b) Max. spacing for vertical studs= 8' -0" On trusses with spans over 24:-L-0" the vertical should be spaced at 6' -O" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4 ", 16 ga twist strap at 4' -0" intervals w /4, 10d nails each side of strap. Max 120 mph wind speed, 20' -0" max wall height. (==1 r . Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses. ' below. S= VAL =AAWG Approved for Mi`lek Industries Inc. = == ««ACES -32 Ver. 1.1 » »- [ 028181 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : HG11 Span : 61 -0 Quantity : 8 = = Bld(10/16/1997),v1.1 PROVIDE FOR 7303 LBS UPLIFT AT JOINT 1 (0.72) PROVIDE FOR 7303 LBS UPLIFT AT JOINT 13 (0.72) PROVIDE FOR 16 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X =LEFT,Y =TOP):[j5 =3,5],[17 =4,5.5],[19 =3,51,[115 =3,2],[116 =3,2],[117 =3,2],[ 118 =3,2] ,[119 =4,2],[120 =3,2],[121 =3,2], [j22 =3,2],[123 =3,2], BOTT CHORD SPLICES:15 -16= 7X8; 17- 18= 8X8W/B;20- 21 =8X8W/B;22 -23 =7X8; JJ 20 -9 -14 30 -6 i 5 -6 5-6 4- 11-133 ?5-7-1 ?5-4-1 4- 10- 14- 10- 14 -10 -1 4- 111- 1 J55 -6 4 -10 -1 5 -6 8X10 4X5 7X6 4X5 8X8 4X5 7X6 4X5 8X10 3 4 5 6 7 8 9 10 11 L. HL TO PK:11 -7 -2 LEFT HEIGHT :0 -3 -8 LOADING (PSF) L D TOP 15 BOTT 30 10 20 19 6X6 6X8 24 23 22 21 3X6 6X6 6X6 6X6 LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 REACTIONS - SIZE 1= -10088 8.00 13= -10088 8.00 REPETITIVE STRESSES NOT USED 0 -6 CANT. LEFT HEEL 0 -6 CANT. RIGHT HEEL NOTE: PROVIDE FOR 0.34 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING 18 SPAN:61 -0 RISE:3 -11 -8 MAX STRESSES MINIMUM GRADE TOP 6 -7 =0.986 TOP CHORD:2X6 BOTT 19 -20 =0.753 BOT CHORD:2X8 LL.DEFL. @18 =1.35 < L/360 WEBS :2X4 LOADING PANEL(PLF) / JOINTS(LBS) TYPE UNIFORM 1-13= 90 13-15= 20 15 -23= 268 23- 1= 20 CONCENTRATED 15= 1943 23= 1943 « «MARTINEZ.TRUSS» » Tue Jun 20 08:26:36 2000 Top : 4/12 17 16 6X6 6X6 6X6 15 14 6X6 3X6 20 -9 -14 30 -6 1 5 -6 X 11 -0 X 15 -11 -1 ?5 -7 -11 4 35 -4 -1 f0-2-2145-0-3 x 50 -0 J 55 -6 5 -6 5 -6 4 -11 -13 4- 10- 14- 10- 14- 10- 14- 10- 14- 10- 14 -11 -13 4 -10 -1 5 -6 X 61 -0 5 -6 i 61 -0 5 -6 OF LUMBER No . 2 19- SP SS 19 SP No.3 19 SP R. HL TO PK :11 -7 -2 RIGHT HEIGHT:0 -3 -8 SPACING : 24.0 in. o. c. NO. OF MEMBERS = 4 '1m/ JUN CHORD: 3 -4; 4-5; 5 -6; 6 -7; 7 -8; 8 -9; 9 -10; 10 -11 TO BE 2X6 No.1 19 SP 4 MEMBERS NAILED TOG. W/1 ROW(S) OF 16d NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF 16d NAILS 6 in o.c(BOTT�/CHS.) Bolt Together with 1/2 in. dia. BOLTS 24 in. o.c.(TOP and BOTTOM CHORD), For Webs use 1 ROW of N 12 in. o.c. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) P , .00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 1.35,D.L =1.12,T.L =2.47 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI - 95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI PUBLICATION: BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING TO THE TRUSS BRACING PIAN PRnVinFn RY THF PRnFFSSTONAI FNRTNFFR nF RFCn9n ANn RF SIIPFRVTSFn RY A PRTIFFSSTnNAI FNGTNFFR mums CnNSTRIICTinN- 2 1 = = =« «ACES -32 Ver. 1.1 » »= [ 028183 ] « «MARTINEZ.TRUSS »» Customer : BEAUCHAMP-- BARRY -UNIV. Tue Jun 20 08:26:41 2000 Project #: 00042043 Truss ID : H131 Family # : 31 Span : 61 -0 Quantity : 2 Top Pitch : 4/12 = = Bld(10/16/1997),v1.1 PROVIDE FOR 2163 LBS UPLIFT AT JOINT 1 (0.65) PROVIDE FOR 2163 LBS UPLIFT AT JOINT 11 (0.65) PROVIDE FOR 19 LBS HORIZ. REACTION AT JOINT 1 TOP CHORD SPLICES:5 -6= 7X8,(18 GA)W /B;7-8 =6X6; BOTT CHORD SPLICES:13 -14= 5X6;14-15 = 7X8,(18 GA)W/B;17 -18= 7X8,(18 GA)W/B;18-19 =5X6; i 6 - 6 13 -0 18 -1 -1 -3 � 24 -8 -9 6 -6 6 -6 5 -11 -3 5 -9 -7 4X5 5X12 2 20 i 6 -6 1 13 -0 i 18- 11- 324 -8 -9 X 30 -6 X 36 -3 -7 1 42 -0 -13 48 -0 i 54 -6 6 -6 6 -6 5 -11 -3 5 -9 -7 5 -9 -7 5 -9 -7 5 -9 -7 5 -11 -3 6 -6 L. HL TO PK:13 -8 -7 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 REACTIONS - SIZE 1 = -3318 8.00 11 = -3318 8.00 8X10 4X5 4X5 2X6 3 19 4 18 2X6 4X5 4X5 4X5 SPAN:61 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 30 -6 36-3-7 X 42 -0 -13 48 -0 54-6 5 -9 -7 5 -9 -7 5 -9 -7 5 -11 -3 6 -6 5 17 0 -6 CANT. LEFT HEEL 0 -6 CANT. RIGHT HEEL NOTE: PROVIDE FOR 0.50 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING 6 4X5 4X5 8X10 7 9 16 15 14 13 12 4X8 4X5 4X5 4X5 2X6 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 61 -0 6 -6 4X5 10 61 -0 6 -6 R. HL TO PK :13 -8 -7 RISE:4 -7 -8 RIGHT HEIGHT:0 -3 -8 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 5 -6 =0.918 TOP CHORD:2X6 No.1 19 SP BOTT 15 -16 =0.816 BOT CHORD:2X6 SS 19 SP LL.DEFL.Q15 =1.38 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. 5X12 11 WEB 2 -19; 3 -18; 4-17; 8 -15; 9 -14; 10 -13 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to narrow face w /10d nails 6 in. o.c TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 1.38,D.L= 1.15,T.L =2.52 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI PUBLICATION: BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING T0.THE TRUSS BRACING PLAN PROVIDED BY THE PROFESSIONAL ENGINEER OF RECORD AND BE SUPERVISED BY A PROFESSIONAL ENGINEER DURING Co T . --, JUN 2000 = == ««ACES -32 Ver. 1.1 » »' [ 028203 ] Customer : BEAUCHAMP-- BARRY -UNIV. Project #: 00042043 Truss ID . Span : 61 -0 Quantity : 4 = = Bld(10/16/1997),v1.1 PROVIDE FOR 2158 LBS UPLIFT AT JOINT 1 (0.65) PROVIDE FOR 2158 LBS UPLIFT AT JOINT 13 (0.65) PROVIDE FOR 22 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP):[ J4= 3, 4] ,[J10= 3,4],[J16= 4,2],[J17 =4,2], TOP CHORD SPLICES: 2- 3= 7X6W/ B; 6- 7= 7X6W/B;8- 9= 7X6W/B;11 12= 7X6W /B; BOTT CHORD SPLICES :14 -15= 7X8,(18 GA)W/B;18 -19= 7X8,(18 GA)W /B; 1 5 -3 -1 10- 0- 2 -0 20 -3 -14 30 -6 5 -3 -1 41 -9 -2 4 -11 -14 5 -2 -2 -0 5 -3 -14 7X6 4X5 2X6 4X5 4X5 4 5 2X6 3 5X14 1 7 -6 -3 7 -6 -3 LOADING (PSF) L D TOP 30 15 BOTT 0 10 19 4X5 REACTIONS - SIZE 1 = -3318 8.00 13 = -3318 8.00 1 15 -0 1 7 -5 -13 18 4X8 25 -6 L. HL TO PK:15 -9 -12 LEFT HEIGHT:0 -3 -8 SPAN:61 -0 6 17 ( 8 GA) 0 -6 CANT. LEFT HEEL 0 -6 CANT. RIGHT HEEL NOTE: PROVIDE FOR 0.45 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING 35 -6 7 H151, 1 55 -8 -15 1 40 -8 -2 1 46 -0 1 50 -1 1 -14 1 61 -0 1 5 -2 -2 5 -3 -14 4-11-14 5 -3 -1 4 -9 -2 2X6 8 16 (18 GA) « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:03 2000 : 31 Top : 4/12 4X5 7X6 9 10 4X5 11 2X6 12 5X14 13 25 -6 1 35 -6 1 46 -0 10 -6 9 -11 -15 10 -6 5 4X8 14 4X5 1 53 -5 -13 i 61 -0 7 -5 -13 7 -6 -3 1 R. HL TO PK :15 -9 -12 RISE:5 -3 -8 RIGHT HEIGHT:0 -3 -8 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 8 -9 =0.981 TOP CHORD:2X6 No.1ND - 19 SP BOTT 16 -17 =0.746 BOT CHORD:2X6 SS 19 SP LL.DEFL. @16 =1.11 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 CHORD: 2-3; 3-4; 4 -5; 5 -6; 6 -7; 7 -8; 8 -9; 9 -10; 10 -11; 11 -12 TO BE 2X6 No.2 19 SP WEB 5 -18; 9 -15 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web corn. to narrow face w /10d nails 6 in. o.c TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 1.11,D.L= 0.92,T.L =2.03 PLATES ARE MITEK M20- 249,200 M18-196,152 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI PUBLICATION: BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING TQ THE TRUSS BRACING PLAN PROVIDED BY THE PROFESSIONAL ENGINEER OF RECORD AND BE SUPERVISED BY A PROFESSIONAL ENGINE R DURING CQNSf C N+ JUN 2000 = = =« «ACES -32 Ver. 1.1 » », Customer : BEAUCHAMP- -BARRY Project #: 00042043 Span : 61 -0 = = Bld(10/16/1997),v1.1 PROVIDE FOR 2190 LBS UPLIFT AT JOINT 1 (0.66) PROVIDE FOR 2190 LBS UPLIFT AT JOINT 11 (0.66) PROVIDE FOR 29 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP ):[j4= 5,4],[j6= 3,5],[j8 =5,4], TOP CHORD SPLICES:2-3= 7X6W/B;9-10= 7X6W /B; BOTT CHORD SPLICES:13 -14= 5X6;15 -16= 5X6;16 -17= 5X6;18 -19 =5X6; a1 6 -4 1 12 -8 1 19 -0 1 24 -9- 14 -6 ,36 -2 -2 1 42 -0 1 48 -4 6 -4 6 -4 6 -4 5 -9 -14 5 -8 -2 5 -8 -2 5 -9 -14 6 -4 20 L. HL TO PK:20 -0 -5 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 15 BOTT 30 10 REACTIONS - SIZE 1 = -3318 8.00 11 =-3318 8.00 4X5 9 7X10 4X5 4 18 5 7 2X6 4X5 4X5 4X5 SPAN:61 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0.42 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING [ 028184 ] « «MARTINEZ.TRUSS » » -UNIV. Tue Jun 20 08:26:43 2000 Truss ID : H191, [-12:H,}1R3J Family # : 31 Quantity : 6 Top Pitch : 4/12 7X6 4X5 6 6 7 15 7X10 8 14 4X8 4X5 4X5 1 6 -4 1 19-0 1 24 -9- 14 -6 1 36 -2 -2 1 42 -0 1 48 -4 6 -4 6 -4 5 -9 -14 5 -8 -2 5 -8 -2 5 -9 -14 6 -4 1 54 -8 1 6 - 1 4 0 6 -4 6 -4 4X5 13 12 4X5 2X6 15 1 6 -4 61 -0 R. HL TO PK :20 -0 -5 RISE:6 -7 -8 RIGHT HEIGHT:0 -3 -8 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 5 -6 =0.897 TOP CHORD:2X6 No.1 19- SP BOTT 13 -14 =0.861 BOT CHORD:2X6 SS 19 SP LL.DEFL. @15 =0.84 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 CHORD: 4-5; 5 -6; 6 -7; 7 -8 TO BE 2X6 No.2 19 SP CHORD: 13 -14; 14 -15; 15 -16; 16 -17; 17 -18; 18 -19 TO BE 2X6 No.1 19 SP WEB 3 -18; 4 -17; 5 -16; 7 -16; 8 -15; 9 -14 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to narrow face w /10d nails 6 in. o.c TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.84,D.L= 0.70,T.L =1.55 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI PUBLICATION: BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING TO THE TRUSS BRACING PLAN PROVIDED BY THE PROFESSIONAL ENGINEER OF RECORD AND BE SUPERVISED BY A PROFESSIONAL ENGINEER DURING C 1NSf�tUCZ10N -- + JUN 200 = = =« «ACES -32 Ver. 1.,1 Customer : BEAUCHAMP- Project #: 00042043 Span : 61 -0 = = Bld(10/16/1997),v1.1 LOADING (PSF) L D TOP 15 BOTT 30 10 20 L. HL TO PK:26 -4 -4 LEFT HEIGHT:0 -3 -8 REACTIONS - SIZE 1 =-3318 8.00 11 = -3318 8.00 PROVIDE FOR 2234 LBS UPLIFT AT JOINT 1 (0.67) PROVIDE FOR 2234 LBS UPLIFT AT JOINT 11 (0.67) PROVIDE FOR 39 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT Y= TOP):(j5= 5,4],[j7 =5,4), TOP CHORD SPLICES:2- 3= 7X6W/B;3 -4= 5X6;8-9= 5X6;9 10= 7X6W /B; BOTT CHORD SPLICES:12 -13= 5X6;14 -15= 6X6;15 -16= 5X6;17 -18= 5X6;19 - 20 =5X6; 6 -5 -3 12 -6 18 -9 6 -5 -3 6 -0 -13 6 -3 4X5 4 / 8 4X5 4 3 5 ,ice W „ 4 9 5 /K 4X5 .111 11111 L k /44 WA I 5X12 2 t0 1■%ii 9 B 2X6 4X5 4X5 4X5 6 -5 -3 � 12 -6 18 -9 � 25 -0 6 -5 -3 6 -0 -13 6 -3 6 -3 SPAN:61 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 7X10 2X6 5 6 7 X 30 -6 5 -6 0 -6 CANT. LEFT HEEL 0 -6 CANT. RIGHT HEEL NOTE: PROVIDE FOR 0.40 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING 16 » >> [ 028185 ] « «MARTINEZ.TRUSS» » - BARRY -UNIV. Tue Jun 20 08:26:45 2000 Truss ID : H251 HZ']l, M .q1 Family # : 314 Quantity : 6 Top Pitch : 4/12 X 25 -0 X 30 -6 X 36 -0 X 42 -3 1 48 -6 X 54 -6 -13 61 -0 6 -3 5 -6 5 -6 6 -3 6 -3 6 -0 -13 6 -5 -3 7X10 7 15 4X5 14 13 12 4X8 4X5 4X5 4X5 2X6 X -6 36 -0 1 42 -3 6 -3 X 48 -6 X 54 -6 -13 61 -0 6 -3 6 -0 -13 6 -5 -3 R. HL TO PK :26 -4 -4 RISE:8 -7 -8 RIGHT HEIGHT:0 -3 -8 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 2- 3= 0.951 TOP CHORD:2X6 No.1 19 SP BOTT 17 -18 =0.950 BOT CHORD:2X6 SS 19 SP LL.DEFL. @16 =0.73 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 CHORD: 2 -3; 3 -4; 4-5; 5 -6; 6 -7; 7 -8; 8-9; 9 -10; 14 -15; 15 -16; 16 -17; 17 -18 TO BE 2X6 No.2 19 SP WEB 3 -18; 4-17; 5 -17; 5-16; 6 -16; 7-16; 7-15; 8 -15; 9 -14 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T-brace of same size and grade as web corn. to narrow face w /10d nails 6 in. o.c TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.73,D.L= 0.60,T.L =1.33 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI PUBLICATION: BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING TO THE TRUSS BRACING PLAN PROVIDED BY THE PROFESSIONAL ENGINEER OF RECORD AND BE SUPERVISED BY A PROFESSIONAL ENGINEER DURING CON TION �nI JUN 20 s t = == ««ACES -32 Ver. 1..1 »» [ 028186 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : T1 Span : 61 -0 Quantity : 19 = = Bld(10/16/1997),v1.1 PROVIDE FOR 2273 LBS UPLIFT AT JOINT 1 (0.69) PROVIDE FOR 2273 LBS UPLIFT AT JOINT 11 (0.69) PROVIDE FOR 48 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP):(j 3 = 3,5],[19= 3,5],[j12 =4,2] ,[113= 3,2],[j17= 3,2],(j18 =4,2), TOP CHORD SPLICES:4 -5= 5X6;7-8 =5X6; BOTT CHORD SPLICES:14 -15= 5X6;15-16 =5X6; 7 -4 -10 1 13 -11- 2 -0 -15 24 -9 -8 1 30 -6 1 36 -2 -8 1 41 -11- 1 -0 -14 53 -7 -7 61 -0 1 7 -4 -10 6 -6 -8 5 -1 -13 5 -8 -8 5 -8 -8 5 -8 -8 5 -8 -8 5 -1 -13 6 -6 -8 7 -4 -9 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 REACTIONS - SIZE 1 = -3318 8.00 11= -3318 8.00 17 18 7X8 7X6 (18 GA) L. HL TO PK:32 -1 -13 LEFT HEIGHT:0 -3 -8 SPAN:61 -0 4X5 4X5 16 0 -6 CANT. LEFT HEEL 0 -6 CANT. RIGHT HEEL NOTE: PROVIDE FOR 0.39 IN HORIZONTAL DISPLACEMENT AT ONE BEARING 6X6 6 15 4X8 BE 2X6 4X5 4X5 10 -0 1 16 -0 123 -4 -6 1 30 -6 1 37 -7 -10 1 45 -0 10 -0 6 -0 7 -4 -6 7 -1 -10 7 -1 -10 7 -4 -5 No.2 19 SP « «MARTINEZ.TRUSS » » Tue Jun # 20 . 08226:48 2000 Top Pitch : 4/12 4X5 4X5 7X6 7X6 4 s 2X6 3 9 2X6 5X12 2 1D / 14 13 7X6 12 (18 GA) 1 -0 1 61 -0 6 -0 10 -0 R. HL TO PK :32 -1 -13 RISE:10 -5 -8 RIGHT HEIGHT:0 -3 -8 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1 -2 =0.960 TOP CHORD:2X6 No.1 19 SP BOTT 16 -17 =0.958 BOT CHORD:2X6 SS 19 SP LL.DEFL. @14 =0.74 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 CHORD: 3 -4; 4 -5; 5 -6; 6 -7; 7-8; 8 -9; 13 -14; 14 -15; 15 -16; 16 -17 TO WEB 4-16; 5-16; 7-14; 8 -14 BRACED at 1/2 POINTS AS SHOWN ABOVE WEB 5-15; 6 -15; 7 -15 BRACED at 1/3 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T-brace of TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. DEFLECTION(IN.) L.L= 0.74,D.L= 0.61,T.L =1.35 PLATES ARE MITEK M20- 249,200 M18- 196,152 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TP 4'UBLICATION• BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCO USS BRACING PLAN PROVIDED BY THE PROFESSIONAL ENGINEER OF RECORD AND BE SUPERVISED BY A PROFESSIONAL IN R DUR TION. same size and grade as web conn. to narrow face w /10d nails 6 in. o.c CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). G CO STR JUN 1 2000 = = =« «ACES - 3 Customer : Project #: Span = = Bld(10/16/1997),v1 FORCES - 7-8= 8 -9= 9 -1= 1- 2 = -4826 2- 3 = -4130 3 -4 =-4130 4 -5 =-4130 5 -6 =-4130 6- 7 = -4826 PROVIDE FOR 1333 LBS UPLIFT AT JOINT 1 (0.69) PROVIDE FOR 1333 LBS UPLIFT AT JOINT 7 (0.69) PROVIDE FOR 28 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT,Y= TOP):(j8= 4,2],[j9 =4,2], TOP CHORD SPLICES:2- 3= 5X6;5-6 =5X6; LOADING (PSF) L D TOP 15 BOTT 30 10 2 Ver. 1.1 » » [ 028187 ] BEAUCHAMP -- BARRY -UNIV. 00042043 Truss ID : T2 35 -8 Quantity : 9 .1 GRAVITY 4591 2863 4591 7 -5 -12 7 -5 -12 12 -0 12 -0 L. HL TO PK:18 -9 -9 LEFT HEIGHT:0 -3 -8 LOADS 2-9 = -756 3- 9 = -466 4 -9= 1484 4 -8= 1484 5 -8= -466 6 -8= -756 2X4 12 -0 4-6-5 2 2X4 17 -10 5 -10 9 7X8 0 -6 CANT. LEFT HEEL 0 -6 CANT. RIGHT HEEL REACTIONS - SIZE 1 = -1925 8.00 7 = -1925 8.00 23 -8 5 -10 5X6 4 « «MARTINEZ.TRUSS» » Tue Jun # 20 08:26:51 2000 Top Pitch : 4/12 28 -2 -4 35 -8 4 -6 -4 2X4 5X7 23 -8 11 -7 -15 8 7X8 SPAN:35 -8 RISE:6 -2 -13 5 MAX STRESSES MINIMUM GRADE TOP 1 -2 =0.698 TOP CHORD:2X6 BOTT 9 -1 =0.860 BOT CHORD:2X6 LL.DEFL. @9 =0.24 < L/360 WEBS :2X4 2X4 6 35 -8 12 -0 7 -5 -12 OF LUMBER No.2 19 SP No.2 19 SP No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 R. HL TO PK :18 -9 -9 RIGHT HEIGHT:0 -3 -8 WEB 4 -9; 4 -8 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to narrow face w /10d nails 6 in. o.c TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.24,D.L= 0.20,T.L =0.45 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BUG ARCHITECT OR ENGINEER. JUN 2000 = = =« «ACES -32 Ver. 1.1 »» [ 028192 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : H172 Span : 14 -0 Quantity : 1 _ = B(d(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1- 2 = -616 4-1= 585 2-4 = -720 1 = -746 8.00 2 -3= 0 4 = -773 2.50 3- 4 = -218 PROVIDE FOR 524 LBS UPLIFT AT JOINT 1 (0.70) PROVIDE FOR 728 LBS UPLIFT AT JOINT 4 (0.94) PROVIDE FOR 483 LBS HORIZ. REACTION AT JOINT 1 TOP CHORD SPLICES:2-3 =5X6; L. HL TO PK:14 -9 -1 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 9 -7 -14 9 -7 -14 MAX STRESSES TOP 1 -2 =0.607 BOTT 4 -1 =0.461 LL.DEFL. @0 =0.00 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 0 -6 CANT. LEFT HEEL 14 -0 14 -0 SPAN:14 -0 RISE:5 -0 -8 « «MARTINEZ.TRUSS » » Tue Jun 20 08:26:54 2000 Family # : 204 Top Pitch : 4/12 14 -0 4 -4 -2 RIGHT HEIGHT:4 -11 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19• SP < L/360 WEBS :2X4 No.3 19 SP 2X4 SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 t q -3 4 4](5 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN _ 2000 = == ««ACES -32 Ver. 1.,1 »» [ 028193 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 11 -6 Quantity _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= -404 4 -1= 384 2- 4 = -536 2 -3= 0 3- 4 = -153 PROVIDE FOR 430 LBS UPLIFT AT JOINT 1 (0.71) PROVIDE FOR 605 LBS UPLIFT AT JOINT 4 (0.95) PROVIDE FOR 394 LBS HORIZ. REACTION AT JOINT 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 L. HL TO PK:12 -1 -7 LEFT HEIGHT:0 -3 -8 0 -6 CANT. LEFT HEEL 8 -7 -7 8 -7 -7 H172A 1 REACTIONS - SIZE 1 = -608 8.00 4 = -636 2.50 11 -6 11 -6 SPAN:11 -6 RISE:4 -2 -8 MAX STRESSES MINIMUM GRADE TOP 1 -2 =0.447 TOP CHORD:2X6 BOTT 4 -1 =0.307 BOT CHORD:2X6 LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 ««MARTINEZ.TRUSS» » Tue Jun 20 08:26:55 2000 Family # : 204 Top Pitch : 4/12 11 -6 2 -10 -9 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 Iq -3 2X4 4 41X5 RIGHT HEIGHT:4 -1 -8 OF LUMBER No.2 19 SP No.2 19 SP No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER JUN 284D = = =« «ACES -32 Ver. 1.1 » », [ 028190 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 14 -0 Quantity = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2 =-616 4 -1= 585 2- 4 = -720 2-3= 0 3- 4 = -218 PROVIDE FOR 524 LBS UPLIFT AT JOINT 1 (0.70) PROVIDE FOR 728 LBS UPLIFT AT JOINT 4 (0.94) PROVIDE FOR 483 LBS HORIZ. REACTION AT JOINT 1 TOP CHORD SPLICES:2 -3 =5X6; L. HL TO PK:14 -9 -1 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -6 CANT. LEFT HEEL 9 -7 -14 9 -7 -14 MAX STRESSES TOP 1 -2 =0.607 BOTT 4 -1 =0.461 LL.DEFL. @0 =0.00 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 14 -0 14 -0 : H152 1 REACTIONS - SIZE 1 = -746 8.00 4 = -773 2.50 « «MARTINEZ.TRUSS » » Tue Jun 20 08:26:53 2000 Family # : 204 Top Pitch : 4/12 14 -0 4 -4 -2 2X4 SPAN:14 -0 RISE:5 -0 -8 RIGHT HEIGHT:4 -11 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 19 -3 4 4i(5 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 = == ««ACES -32 Ver. 1.1 » ». Customer : BEAUCHAMP- -BARRY Project #: 00042043 Span : 11 -6 = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1- 2 = -404 4 -1= 384 2- 4 = -536 2 -3= 0 3- 4 = -153 PROVIDE FOR 430 LBS UPLIFT AT JOINT 1 (0.71) PROVIDE FOR 605 LBS UPLIFT AT JOINT 4 (0.95) PROVIDE FOR 394 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:12 -1 -7 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -6 CANT. LEFT HEEL [ 028191 ] -UNIV. Truss ID Quantity 8 -7 -7 8 -7 -7 MAX STRESSES TOP 1 -2 =0.447 BOTT 4 -1 =0.307 LL.DEFL. @0 =0.00 11 -6 11 -6 : H152A : 1 REACTIONS - SIZE 1 =-608 8.00 4 = -636 2.50 SPAN:11 -6 RISE:4 -2 -8 « «MARTINEZ.TRUSS» » Tue Jun # 20 . 02:2 2 6:54 2000 Fam Top Pitch : 4/12 11 -6 2 -10 -9 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 q -3 2X4 4 41X5 RIGHT HEIGHT:4 -1 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 21100 = = =« «ACES -32 Ver. 1.1 » »= [ 028188 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : H132 Span : 14 -0 Quantity : 1 = = Bld(10/16/1997),v1.1 FORCES - GRAVITY 1- 2 = -770 2- 3 = -158 3 -4= 0 4 -5 =-68 5 -6= 150 6 -1= 732 PROVIDE FOR 539 LBS UPLIFT AT JOINT 1 (0.72) PROVIDE FOR 706 LBS UPLIFT AT JOINT 5 (0.91) PROVIDE FOR 458 LBS HORIZ. REACTION AT JOINT 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 L. HL TO PK:13 -8 -7 LEFT HEIGHT:0 -3 -8 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 0 -6 CANT. LEFT HEEL LOADS 2- 6 = -697 3 -6= 518 3- 5 = -713 8 -9 -10 8 -9 -10 13 -0 13 -0 REACTIONS - SIZE 1 = -746 8.00 5= -773 2.50 SPAN:14 -0 RISE:4 -7 -8 MAX STRESSES TOP 1 -2 =0.516 BOTT 6 -1 =0.362 LL.DEFL. @6 =0.01 « «MARTINEZ.TRUSS » » Tue Jun # 20 - 08:26:52 2000 Famil Top Pitch : 4 13 -0 4 -2 -6 JUN 114-0 I c -3 5X10 2X4 3 3X4 RIGHT HEIGHT:4 -7 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.)•L.L= 0.01,D.L= 0.01,T.L =0.01 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 5 1 -O4C5 1 -0 2000 = == ««ACES -32 Ver. 1.1 » »= [ 028189 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 11 -6 Quantity = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1- 2 = -404 4 -1= 384 2 -4 =-536 1 = -608 8.00 2 -3= 0 4 = -636 2.50 3- 4 = -153 PROVIDE FOR 429 LBS UPLIFT AT JOINT 1 (0.70) PROVIDE FOR 603 LBS UPLIFT AT JOINT 4 (0.95) PROVIDE FOR 393 LBS HORIZ. REACTION AT JOINT 1 LOADING L (PSF) TOP 30 15 BOTT 0 10 L. HL TO PK:12 -1 -7 LEFT HEIGHT:0 -3 -8 0 -6 CANT. LEFT HEEL 8 -7 -7 8 -7 -7 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 1 1 -6 1 1 -6 : H132A 1 SPAN:11 -6 RISE:4 -2 -8 MAX STRESSES TOP 1 -2 =0.446 BOTT 4 -1 =0.307 LL.DEFL. @0 =0.00 « «MARTINEZ.TRUSS » » Tue Jun 20 08:26:53 2000 Family # : 204 Top Pitch : 4/12 1 1 -6 2 -10 -9 Iq -3 2X4 4 41X5 RIGHT HEIGHT:4 -1 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL (EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 = = =« «ACES -32 Ver. 1.1 » », [ 028194 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 35 -8 Quantity _ = B[d(10/16/1997),v1.1 1- 2= -18128 2-3= -16425 3- 4= -17788 4-5= -17827 5- 6= -17827 6 -7= -16551 LOADING (PSF) L D TOP 30 15 BOTT 0 10 FORCES - LOAD CASE #1 7- 8= -18563 8 -9= 17803 14 -1= 17334 2 -14= 107 9-10= 17803 2- 13 = -1834 10 -11= 15691 3 -13= 3121 11-12= 17788 3 -12= 2763 12-13= 15571 4- 12 = -438 13 -14= 17334 4 -11= 49 PROVIDE FOR 4051 LBS UPLIFT AT JOINT 1 (0.72) PROVIDE FOR 4022 LBS UPLIFT AT JOINT 8 (0.72) PROVIDE FOR 16 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y = TOP):[ j3= 6, 5],[ j6= 6, 5],[ j10= 3, 2] ,[j11= 4,2],[j12= 3,2],[j13 =3,2], BOTT CHORD SPLICES:10 -11= 7X8;12 -13 =7X8; 5 -6 11 -0 5 -6 5 -6 7 L. HL TO PK:11 -7 -2 LEFT HEIGHT:0 -3 -8 4X5 14 3X6 REPETITIVE STRESSES NOT USED 15 -7 -4 4 -7 -4 8X12 3 X14 2 X 14 13 7X6 20 -0 -12 24-8 4 -5 -8 4 -7 -4 4X5 4 12 6X6 0 -6 CANT. LEFT HEEL 0 -6 CANT. RIGHT HEEL : HG112 : 2 5 -11 =-408 6 -11= 2663 6 -10= 3221 7- 10 = -2198 7 -9= 109 3X4 5 11 6X8 5 -6 11 -0 1 15 -7 -4 20-0-12 24-8 5 -6 5 -6 4 -7 -4 4 -5 -8 4 -7 -4 SPAN:35 -8 RISE:3 -11 -8 « «MARTINEZ.TRUSS » » Tue Jun 20 08:26:56 2000 Top : 4/12 30 -2 35 -8 5 -6 5 -6 8X12 6 10 7X6 MAX STRESSES MINIMUM GRADE TOP 7 -8 =0.988 TOP CHORD:2X6 BOTT 11 -12 =0.902 BOT CHORD:2X8 LL.DEFL. @11 =0.50 < L/360 WEBS :2X4 REACTIONS - SIZE 1 = -5590 8.00 8 = -5550 3.44 30 -2 5 -6 4X5 7 9 3X6 35 -8 5 -6 R. HL TO PK :11 -7 -2 RIGHT HEIGHT:0 -3 -8 OF LUMBER No.2 19 SP No.1 19 SP No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 8= 90 8 -10= 20 10 -13= 268 13- 1= 20 CONCENTRATED 10= 1943 13= 1943 2 MEMBERS NAILED TOG. W/1 ROW(S) OF 16d NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF 16d NAILS 10 in. o.c(BOTT. CHS.) For Webs use 1 ROW of 16d NAILS 12 in. o.c. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT C,10(5 +5) PSF DL,5.00 MI FRO DEFLECTION(IN.) L.L= 0.50,D.L= 0.42,T.L =0.92 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SH I' PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS NDS DESIGN SPECS, SSBC, THIS DESIGN IS FOR-TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. p� WIT-93). ( /TP I -95 20 = = =« «ACES -32 Ver. 1.1 >› Customer : BEAUCHAMP--BARRY- Project #: 00042043 Span : 15 -6 -11 ==814(10/16/1997),v1.1 FORCES - LOAD CASE #1 1- 2 = -4345 5 -6= 2492 2 -7= 145 2- 3 = -2561 6 -7= 4245 2 -6= -1811 3 -4= 0 7-1= 4245 3 -6= 709 4 -5= -690 3- 5 = -2793 PROVIDE FOR 1360 LBS UPLIFT AT JOINT 1 (1.16) PROVIDE FOR 2025 LBS UPLIFT AT JOINT 5 (0.96) PROVIDE FOR 376 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT, Y= TOP):[ j2= 2, 1. 5], [j3 =2,1.5],[j6 =4,2.5],[j7 =3,2], TOP CHORD SPLICES:2-3 =5X6; BOTT CHORD SPLICES:6 -7 =5X6; LOADING (PSF) L D TOP 30 15 BOTT 0 10 LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 6 -0 6 -0 6 -0 6 -0 L. HL TO PK:15 -11 -13 LEFT HEIGHT:0 -3 -8 REPETITIVE STRESSES NOT USED 0 -8 -8 CANT. LEFT HEEL [ 028196 ] UNIV. Truss ID : CJ11 Quantity : 6 7X6 REACTIONS - SIZE 1 = -1177 8.00 5 = -2105 2.50 10 -9 -5 4 -9 -5 10 -9 -5 4 -9 -5 SPAN:15 -6 -11 RISE:3 -11 -8 MAX STRESSES TOP 1- 2= 0.724 BOTT 6 -7 =0.670 LL.DEFL. @7 =0.15 < L/360 « «MARTINEZ.TRUSS » » Tue Jun 20 08:26:58 2000 Top : 2.828/12 15 -6 -11 4 -9 -5 4X6 15 -6 -11 4 -9 -6 RIGHT HEIGHT:3 -11 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 LOADING PANEL(PLF) / JOINTS(LBS) TYPE UNIFORM 1- 2= 71 2- 3= 189 3- 4= 295 5- 6= 66 6- 7= 42 7- 1= 16 2X4 5 6 WEB 3 -5 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cant.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to narrow face w /10d nails 6 in. o. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN ) L L 0 15 D L - 0 12 T L - 0 27 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS S ) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFO / D IGN P� ECS, SS ,ANSI95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS LWA AONSULT BLDG A CHITECT OR ENGINEER JUN 2000 = = =« «ACES -32 Ver. 1.1 »» [ 028197 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 15 -3 -14 Quantity = =Bld(10/16/1997),v1.1 FORCES - LOAD CASE #1 5 -6= 2336 2 -6= -810 6 -1= 3786 3 -6= 1172 3 -5= -2596 1- 2 = -3877 2- 3 = -3261 3 -4= 0 4 -5= -685 PROVIDE FOR 1332 LBS UPLIFT AT JOINT 1 (1.15) PROVIDE FOR 1970 LBS UPLIFT AT JOINT 5 (0.97) PROVIDE FOR 370 LBS HORIZ. REACTION AT JOINT 1 TOP CHORD SPLICES:2-3 =5X6; BOTT CHORD SPLICES:5 -6 =5X6; L. HL TO PK:15 -8 -14 LEFT HEIGHT:0 -3 -8 LOADING (PSF) TOP 15 L D BOTT 30 10 6 -6 -9 6 -6 -9 0 - 8 - 8 CANT. LEFT HEEL 8 -1 -9 8 -1 -9 REPETITIVE STRESSES NOT USED : CJ9 2 REACTIONS - SIZE 1 = -1158 8.00 5 = -2024 2.50 10 -5 -12 3 -11 -3 3X4 « «MARTINEZ.TRUSS » » Tue Jun # 20 . 02 : 2 2 6:59 2000 Famil Top Pitch : 2.828/12 SPAN:15 -3 -14 RISE:3 -10 -13 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 2= 77 2- 3= 192 3- 4= 289 5- 6= 58 6- 1= 21 15 -3 -14 7 -2 -4 MAX STRESSES MINIMUM GRADE TOP 1 -2 =0.655 TOP CHORD :2X6 BOTT 5 -6 =0.667 BOT CHORD:2X6 LL.DEFL. @6 =0.11 < L/360 WEBS :2X4 15 -3 -14 4 -10 -2 OF LUMBER No.2 19 SP No.2 19 SP No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 2X4 5 RIGHT HEIGHT:3 -10 -13 WEB 3 -5 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use 1x4 or 2x3 Cont.Bracing conn.w /2 -8d nails,or T -brace of same size and grade as web conn. to narrow face w /10d nails 6 in. o.c TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.11,D.L= 0.09,T.L =0.20 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN D PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFOR MSW S N S SSBC /TP1 -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS A L S )CONSULT BLDG ARCHITECT OR ENGINEER JUN 2000 PROVIDE FOR 409 LBS UPLIFT AT JOINT 1 (0.70) PROVIDE FOR 331 LBS UPLIFT AT JOINT 4 (0.79) PROVIDE FOR 199 LBS UPLIFT AT JOINT 3 (1.23) PROVIDE FOR 374 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:11 -7 -2 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -6 CANT. LEFT HEEL 7 -3 -12 7 -3 -12 SPAN:11 -0 MAX STRESSES TOP 1 -2 =0.316 BOTT 4 -1 =0.299 LL.DEFL.@0 =0.00 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED • = == « «ACES -32 Ver. 1.1»» [ 028198 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID . Span : 11 -0 Quantity . _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1- 2 = -527 4-1= 501 2- 4 = -592 1 = -582 8.00 2-3= 0 4= -420 2.00 3 -4= 0 3= -162 1.50 11 -0 11 -0 J11 11 « «MARTINEZ.TRUSS » » Tue Jun 20 08:26:59 2000 Family # : 205 Top Pitch : 4/12 11 -0 3 -8 -4 4 RISE:3 -11 -8 RIGHT HEIGHT:3 -11 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 - 93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 = = =« «ACES -32 Ver. 1.1 »» [ 028199 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 10 -6 Quantity = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1- 2 = -493 4 -1= 465 2- 4 = -549 2 -3= 0 3 -4= 0 PROVIDE FOR 384 LBS UPLIFT AT JOINT 1 (0.69) PROVIDE FOR 312 LBS UPLIFT AT JOINT 4 (0.80) PROVIDE FOR 199 LBS UPLIFT AT JOINT 3 (1.23) PROVIDE FOR 374 LBS HORIZ. REACTION AT JOINT 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 L. HL TO PK:11 -0 -13 LEFT HEIGHT:0 -5 -8 6 -9 -12 6 -9 -12 : J11A : 29 REACTIONS - SIZE 1 = -555 8.00 4 = -392 2.00 3 = -162 1.50 SPAN:10 -6 10 -6 MAX STRESSES MINIMUM GRADE TOP 1 -2 =0.311 TOP CHORD:2X6 BOTT 4 -1 =0.273 BOT CHORD:2X6 LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 « «MARTINEZ.TRUSS » » Tue Jun 2002 2000 Top Pi # . itch : 4/12 10 -6 3 -8 -4 4 10 -6 4X5 RISE:3 -11 -8 RIGHT HEIGHT:3 -11 -8 OF LUMBER No.2 19 SP No.2 19 SP No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER JUN 200D PROVIDE FOR 409 LBS UPLIFT AT JOINT 1 (0.70) PROVIDE FOR 331 LBS UPLIFT AT JOINT 4 (0.79) PROVIDE FOR 199 LBS UPLIFT AT JOINT 3 (1.23) PROVIDE FOR 374 LBS HORIZ. REACTION AT JOINT L. HL TO PK:11 -7 -2 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L TOP 30 1 BOTT 0 10 0 -6 CANT. LEFT HEEL 7 -3 -12 7 -3 -12 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 11 -0 11 -0 = = =« «ACES -32 Ver. 1.1 »» [ 028200 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 11 -0 Quantity _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1- 2 = -527 4 -1= 501 2- 4 = -592 2 -3= 0 3 -4= 0 : J11B 8 REACTIONS - SIZE 1 = -582 8.00 4 = -420 2.00 3 = -162 1.50 SPAN:11 -0 RISE:3 -11 -8 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:00 2000 Family # : 205 Top Pitch : 4/12 11 -0 3 -8 -4 MAX STRESSES MINIMUM GRADE TOP 1 -2 =0.316 TOP CHORD:2X6 BOTT 4 -1 =0.299 BOT CHORD:2X6 LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 4 RIGHT HEIGHT:3 -11 -8 OF LUMBER No.2 19 SP No.2 19 SP No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 • = = =« «ACES -32 Ver. 1.1 »» [ 0 Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss Span : 9 -0 Quant = = Btd(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 332 LBS UPLIFT AT JOINT 1 (0.70) PROVIDE FOR 473 LBS UPLIFT AT JOINT 2 (1.22) PROVIDE FOR 301 LBS HORIZ. REACTION AT JOINT 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 MAX STRESSES TOP 1 -2 =0.878 BOTT 3 -1 =0.156 LL.DEFL. < L/360 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED • 28201 ] ID : J9 ity : 11 REACTIONS - SIZE 1 = -472 8.00 3 = -86 2.00 2 = -386 1.50 9 -0 9 -0 9 -0 9 -0 L. HL TO PK:9 -5 -13 LEFT HEIGHT:0 -3 -8 SPAN:9 -0 RISE:3 -3 -8 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:01 2000 Family # : 205 Top Pitch : 4/12 3 RIGHT HEIGHT:3 -3 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 0 -6 CANT. LEFT HEEL TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS. SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 = = =« «ACES -32 Ver. 1.1 »» [ 028202 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 8 -6 Quantity = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= 0 3 -1= 0 1= -445 8.00 2-3= 0 3 = -81 2.00 2 = -364 1.50 PROVIDE FOR 306 LBS UPLIFT AT JOINT 1 (0.69) PROVIDE FOR 449 LBS UPLIFT AT JOINT 2 (1.24) PROVIDE FOR 300 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:8 -11 -8 LEFT HEIGHT:0 -5 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:8 -6 MAX STRESSES TOP 1 -2 =0.776 BOTT 3 -1 =0.138 LL.DEFL. < L/360 8 -6 8 -6 8 -6 8 -6 : J9A : 1 « «MARTINEZ.TRUSS» » Tue Jun 20 08:27:01 2000 Family # : 205 Top Pitch : 4/12 3 RISE:3 -3 -8 RIGHT HEIGHT:3 -3 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5+5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER JUN 20QQ = = =« «ACES -32 Ver. 1.1 »» [ 028204 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span 7 -0 Quantity = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= 0 3 -1= 0 1= -362 8.00 2 -3= 0 3 = -66 2.00 2 = -296 1.50 PROVIDE FOR 258 LBS UPLIFT AT JOINT 1 (0.71) PROVIDE FOR 364 LBS UPLIFT AT JOINT 2 (1.23) PROVIDE FOR 230 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:7 -4 -9 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -6 CANT. LEFT HEEL SPAN:7 -0 MAX STRESSES TOP 1 -2 =0.519 BOTT 3 -1 =0.092 LL.DEFL. < L/360 7 -0 7 -0 7-0 7 -0 : J7 : 15 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:05 2000 Top : 4/12 3 RISE:2 -7 -8 RIGHT HEIGHT:2 -7 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2004 = == ««ACES -32 Ver. 1.1 »» Customer : BEAUCHAMP-- BARRY- Project #: 00042043 Span : 6 -6 = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 228 LBS UPLIFT AT JOINT 1 (0.68) PROVIDE FOR 338 LBS UPLIFT AT JOINT 2 (1.23) PROVIDE FOR 227 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:6 -10 -4 LEFT HEIGHT:0 -5 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:6 -6 MAX STRESSES TOP 1 -2 =0.437 BOTT 3 -1 =0.079 LL.DEFL. < L/360 [ 028205 ] UNIV. Truss ID : J7A Quantity : 1 REACTIONS - SIZE 1 = -335 8.00 3 = -61 2.00 2 = -274 1.50 6 -6 6 -6 6 -6 6 -6 « «MARTINEZ.TRUSS» » Tue Jun # 20 : 02:27 :06 2000 Top Pitch : 4/12 3 RISE:2 -7 -8 RIGHT HEIGHT:2 -7 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,7.E =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 200 = = =« «ACES -32 Ver. 1.1 »» [ 028206 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : M9 Span : 10 -10 Quantity : 4 = = Btd(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1- 2 = -531 4 -1= 506 2- 4 = -591 1 = -573 8.00 2 -3= 0 4 = -573 2.00 3- 4 = -163 PROVIDE FOR 399 LBS UPLIFT AT JOINT 1 (0.70) PROVIDE FOR 518 LBS UPLIFT AT JOINT 4 (0.90) PROVIDE FOR 365 LBS HORIZ. REACTION AT JOINT 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 L. HL TO PK:11 -5 -1 LEFT HEIGHT:0 -3 -8 7 -1 -6 7 -1 -6 SPAN:10 -10 MAX STRESSES TOP 1 -2 =0.296 BOTT 4 -1 =0.292 LL.DEFL. @0 =0.00 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 0 -6 CANT. LEFT HEEL 10 -10 10 -10 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:06 2000 Top : 4/12 10 -10 3 -8 -10 2X4 4 41X5 RISE:3 -10 -13 RIGHT HEIGHT:3 -10 -13 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 = = =« «ACES -32 Ver. 1.1 »» [ 028207 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : J5 Span : 5 -0 Quantity : 15 = = Btd(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= 0 3 -1= 0 1= -252 8.00 2-3= 0 3 = -46 2.00 2 =-206 1.50 PROVIDE FOR 179 LBS UPLIFT AT JOINT 1 (0.71) PROVIDE FOR 251 LBS UPLIFT AT JOINT 2 (1.22) PROVIDE FOR 156 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:5 -3 -4 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:5 -0 MAX STRESSES TOP 1 -2 =0.251 BOTT 3 -1 =0.045 LL.DEFL. < L/360 5 -0 5 -0 5 -0 5 -0 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:07 2000 Family # : 205 Top Pitch : 4/12 3 RISE:1 -11 -8 RIGHT HEIGHT:1 -11 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1 33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 0 -6 CANT. LEFT HEEL TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. /<- JUN 2000 = = =« «ACES -32 Ver. 1.1 »» [ 028208 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 4 -6 Quantity _ = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS 1-2= 0 3 -1= 0 1 = -225 2-3= 0 3 = -41 2 = -184 PROVIDE FOR 152 LBS UPLIFT AT JOINT 1 (0.68) PROVIDE FOR 227 LBS UPLIFT AT JOINT 2 (1.23) PROVIDE FOR 154 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:4 -8 -15 LEFT HEIGHT:0 -5 -8 LOADING L (PSF) D TOP 30 15 BOTT 0 10 1 SPAN:4 -6 MAX STRESSES TOP 1 -2 =0.198 BOTT 3 -1 =0.036 LL.DEFL. < L/360 4 -6 4 -6 4 -6 4 -6 : J5A 1 SIZE 8.00 2.00 1.50 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:07 2000 Family # : 205 Top Pitch : 4/12 3 RISE:1 -11 -8 RIGHT HEIGHT:1 -11 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 - 93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. �� JUN 2000 = = =« «ACES -32 Ver. 1.1 »» Customer : BEAUCHAMP- -BARRY Project #: 00042043 Span : 3 -0 = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 101 LBS UPLIFT AT JOINT 1 (0.71) PROVIDE FOR 138 LBS UPLIFT AT JOINT 2 (1.19) PROVIDE FOR 82 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PK:3 -1 -15 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -6 CANT. LEFT HEEL MAX STRESSES TOP 1 -2 =0.081 BOTT 3 -1 =0.015 LL.DEFL. < L/360 [ 028210 ] -UNIV. Truss ID : J3 Quantity : 16 4X4 REACTIONS - SIZE 1 = -142 8.00 3 = -26 2.00 2 = -116 1.50 3 -0 3 -0 3 -0 3 -0 SPAN:3 -0 RISE:1 -3 -8 « «MARTINEZ.TRUSS » » Tue Jun 2002 2000 Top Pi # . itch : 4/12 3 RIGHT HEIGHT:1 -3 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. 0. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 c o = = =« «ACES -32 Ver. 1.1»» [ 028212 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : J1 Span : 1 -0 Quantity : 16 = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 421 3 -1= -418 2 -3= 0 PROVIDE FOR 117 LBS UPLIFT AT JOINT 2 (1.31) PROVIDE FOR 29 LBS UPLIFT AT JOINT 3 (3.26) PROVIDE FOR 578# PULLOUT AT LEDGER CONNECTIONS PROVIDE FOR 613 LBS HORIZ. REACTION AT JOINT 2 * ** WARNING: NO PLATE AT JOINT(S):j1, REVIEW REQUIRED * ** L. HL TO PK:1 -0 -10 LEFT HEIGHT:0 -3 -8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 SPAN:1 -0 MAX STRESSES TOP 1 -2 =0.061 BOTT 3 -1 =0.082 LL.DEFL. < L/360 REACTIONS - SIZE 2 =-90 1.50 3 = -9 2.50 1 IIIIIIIIii 3 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:10 2000 Family # : 205 Top Pitch : 4/12 RISE:0 -7 -8 RIGHT HEIGHT:0 -7 -8 MINIMUM GRADE OF LUMBER TOP CHORD:2X6 No.2 19 SP BOT CHORD:2X6 No.2 19. SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. �� JUN OOQ t = = =« «ACES - 3 Customer : Project #: Span = = Bld(10/16/1997),v1 FORCES - 6-7= 7 -8= 8 -1= 1- 2 = -490 2- 3 = -384 3 -4 =-450 4- 5 = -474 5 -6= -465 PROVIDE PROVIDE PROVIDE FOR 369 LBS FOR 373 LBS FOR 105 LBS L. HL TO PK:2 -10 -13 LEFT HEIGHT:2 -2 -8 LOADING L (PSF) D TOP 30 15 BOTT 0 10 2 Ver. 1.1»» [ 028213 BEAUCHAMP -- BARRY -UNIV. 00042043 Truss ID 9 -8 Quantity .1 GRAVITY LOADS 0 2 -8= 441 364 3 -8= -207 0 3 -7= 162 4- 7 = -154 5 -7= 457 UPLIFT UPLIFT HORIZ. 4X5 AT JOINT 1 (0.72) AT JOINT 6 (0.72) REACTION AT JOINT 1 2 -9 2 -9 4 -5 1 -8 5X10 5X6 3 4 : PG172 1 REACTIONS - SIZE 1 =-516 3.50 6= -516 3.50 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:10 2000 Family # : special Top Pitch : 4/12 9 -8 5 -3 111111111111111 4 •X 5 m 8 7 3X4 2 -9 2 -9 3X4 3X8 4 -5 1 -8 SPAN:9 - 8 RISE:3 - 1 - 8 9 -8 5 -3 MAX STRESSES MINIMUM GRADE TOP 4 -5 =0.354 TOP CHORD:2X6 BOTT 7 -8 =0.086 BOT CHORD:2X6 LL.DEFL. @7 =0.01 < L/360 WEBS :2X4 6 1X4 R. HL TO PK :5 -6 -7 RIGHT HEIGHT:1 -4 -8 OF LUMBER No.2 19 SP No.2 19 SP No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 BOTH END VERTICALS ARE NOT EXPOSED. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.01,D.L= 0.00,T.L =0.01 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. �� JUN 2000 • = = =« «ACES -32 Vera 1.1 »» [ 028211 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 9 -8 Quantity _ = Bld(10/16/1997),v1.1 1- 2 = -510 2- 3 = -155 3- 4 = -535 4- 5 = -565 5 -6= -485 LOADING (PSF) L D TOP 30 15 BOTT 0 10 FORCES - GRAVITY LOADS 6 -7= 0 2 -8= 455 7 -8= 146 3 -8= -368 8 -1= 0 3 -7= 413 4- 7 = -214 5 -7= 560 PROVIDE FOR 345 LBS UPLIFT AT JOINT 1 (0.67) PROVIDE FOR 356 LBS UPLIFT AT JOINT 6 (0.69) PROVIDE FOR 93 LBS HORIZ. REACTION AT JOINT 1 0 -9 I 5X10 4X5 3 6 -5 5 -8 L. HL TO PK:0 -9 -8 LEFT HEIGHT:2 -2 -8 SPAN:9 -8 « «MARTINEZ.TRUSS »» Tue Jun 20 08:27:09 2000 : PG152 Family # : special : 1 Top Pitch : 4/12 REACTIONS - SIZE 1 = -516 3.50 6 = -516 3.50 5X6 4 9 -8 3 -3 R. HL TO PK :3 -5 -2 RISE:2 -5 -8 RIGHT HEIGHT:1 -4 -8 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 3 -4 =0.316 TOP CHORD:2X6 No.2 19 SP BOTT 7 -8 =0.072 BOT CHORD:2X6 No.2 19 SP LL.DEFL. @7 =0.01 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 BOTH END VERTICALS ARE NOT EXPOSED. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.01,D.L= 0.01,T.L =0.01 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 20W = = =« «ACES -32 Ver. 1.1 »» [ 028209 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID Span : 9 -8 Quantity _ = Bld(10/16/1997),v1.1 1- 2 = -475 2- 3 = -1140 3 -4 =-1140 4- 5 = -510 5 -6= -505 PROVIDE FOR 328 LBS UPLIFT AT JOINT 1 (0.64) PROVIDE FOR 339 LBS UPLIFT AT JOINT 6 (0.66) PROVIDE FOR 40 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT,Y= TOP):[j5= 3,2.5), 4X5 1 3X4 LEFT HEIGHT:1 -6 LOADING (PSF) L D TOP 30 15 BOTT 0 10 FORCES - GRAVITY LOADS 6-7= 0 2 -8= 1176 7-8= 482 3 -8= -372 8 -1= 0 4 -8= 677 4- 7 = -236 5 -7= 562 4 -2 -8 4 -2 -8 2X4 3 2 X 5 x 4 -2 -8 4 -2 -8 8 3X8 : PG132 1 REACTIONS - SIZE 1 = -516 3.50 6= -516 3.50 SPAN:9 -8 RISE:1 -6 MAX STRESSES MINIMUM GRADE TOP 2 -3 =0.237 TOP CHORD:2X6 BOTT 7 -8 =0.095 BOT CHORD:2X6 LL.DEFL. @8 =0.03 < L/360 WEBS :2X4 c «<MARTINEZ.TRUSS» » Tue Jun 20 08:27:08 2000 Family # : special Top Pitch : 4/12 8 -5 1 9 -8 1 4 -2 -8 1 -3 8 -5 4 -2 -8 5X10 4 7X6 7 3X4 I 9 -8 1 -3 OF LUMBER No.2 19 SP No.2 19 SP No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 6 R. HL TO PK :1 -3 -13 RIGHT HEIGHT:1 -1 BOTH END VERTICALS ARE NOT EXPOSED. TRUSS CHECKED FOR 120 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.03,D.L= 0.02,T.L =0.05 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. t = = =« «ACES -32 Ver. 1.1»» [ 028214 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : V4 -0 Span : 4 -0 Quantity : 2 _ =Bld(10/16/1997),v1.1 NOTES: 1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 1X4 plates at each end of gable stud unless otherwise noted LOADING (PSF) TOP 15 L D BOTT 30 10 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 2 -0 4 -0 2 -0 2 -0 4X4 3X4 3X4 2 4 2 -0 4 -0 2 -0 2 -0 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:11 2000 Family # : 101 Top Pitch : 4/12 L. HL TO PK:2 -1 -5 R. HL TO PK :2 -1 -5 LEFT HEIGHT:0 -0 SPAN:4 -0 RISE :0 -8 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 • TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN ZOOD = = =« «ACES -32 Ver. 1.1 »» Customer : BEAUCHAMP- -BARRY Project #: 00042043 Span : 8 -0 _ = Bld(10/16/1997),v1.1 NOTES: (1) -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail - Continuous bearing provided along entire bottom chord - Provide 1X4 plates at each end of gable stud unless otherwise noted LOADING (PSF) L D TOP 30 15 BOTT 0 10 L. HL TO PK:4 -2 -10 LEFT HEIGHT:0 -0 SPAN:8 -0 [ 028215 ] -UNIV. Truss ID : V8 -0 Quantity : 2 4 -0 1 8 -0 4 -0 4 -0 4X4 2 4 -0 4 -0 « «MARTINEZ.TRUSS» » Fue Jun #20 08:27:11 2000 Top Pitch : 4/12 8 -0 4 -0 R. HL TO PK :4 -2 -10 RISE:1 -4 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CH0RD:2X4 No.2ND 19 SP BOT CH0RD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.O0,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 20011 • = = =« «ACES -32 Ver. 1.1 »» [ 028216 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : V12 -0 Span : 12 -0 Quantity : 2 = = Bld(10/16/1997),v1.1 NOTES: (1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with - Continuous bearing provided along entire - Provide 1X4 plates at each end of gable 6 -0 6 -0 L. HL TO PK:6 -3 -14 LEFT HEIGHT:0 -0 SPAN:12 -0 LOADING (PSF) L D TOP 15 BOTT 30 10 4X4 2 « «MARTINEZ.TRUSS> > Tue Jun 20 08:27:12 2000 Family # : 101 Top Pitch : 4/12 standard gable end detail bottom chord stud unless otherwise noted 12 -0 6 -0 6 -0 1 12 -0 6 -0 6 -0 R. HL TO PK :6 -3 -14 RISE:2 -0 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP' BOT CHORD:2X4 No.2ND 19 SP LL.DEFL.@0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN am = = =« «ACES -32 Ver. 1.1»» [ 028217 ] « «MARTINEZ.TRUSS » » Customer : BEAUCHAMP -- BARRY -UNIV. , Ttte Jun 20 08:27:12 2000 Project #: 00042043 Truss ID : V16 -0 Family # : 101 Span : 16 -0 Quantity : 2 Top Pitch : 4/12 = = Bld(10/16/1997),v1.1 NOTES: -Gable studs spaced at 48 inches o.c. -Brace vertical studs in accordance with standard gable end detail - Continuous bearing provided along entire bottom chord - Provide 1X4 plates at each end of gable stud unless otherwise noted PLATE OFFSETS (X= LEFTY= TOP):[j4 =3,2), LOADING (PSF) L D TOP 15 BOTT 30 10 8 -0 8 -0 8 -0 8 -0 L. HL TO PK:8 -5 -3 LEFT HEIGHT:0 -0 SPAN:16 -0 MAX STRESSES LL.DEFL. @0 = STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 4X4 2 5X6 16 -0 8 -0 3X4 3X4 3 16 -0 8 -0 R. HL TO PK :8 -5 -3 RISE:2 -8 RIGHT HEIGHT:0 -0 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP 0.00 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 - . 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 • q • = = =« «ACES -32 Ver. 1.1 »» [ 028218 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : V20 -0 Span : 20 -0 Quantity : 1 _ =Bld(10/16/1997),v1.1 NOTES: 1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided along entire bottom chord 4 - Provide 1X4 plates at each end of gable stud unless otherwise noted PLATE OFFSETS (X= LEFT,Y =TOP):Ej4 =3,2], L. HL TO PK:10 -6 -8 LEFT HEIGHT:0 -0 LOADING (PSF) L D TOP 30 15 BOTT 0 10 10 -0 10 -0 10 -0 10 -0 SPAN:20 - 0 4X4 2 5X6 « «MARTINEZ.TRUSS » » Tue Jun 20 08:27:13 2000 Family # : 101 Top Pitch : 4/12 20 -0 10 -0 20 -0 10 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 R. HL TO PK :10 -6 -8 RISE:3 -4 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL.@0 =0.00 < L/360 WEBS :2X4 No.3 19 SP TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). JUN 200 • 1% 1 = = =« «ACES -32 Ver. 1.1 »» [ 028219 ] . Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : HV20 Span : 20 -0 Quantity : 1 = = Bld(10/16/1997) -Gable studs spaced at 48 inches o.c. -Brace vertical studs in accordance with standard gable end detail - Continuous bearing provided along entire bottom chord - Provide 1X4 plates at each end of gable stud unless otherwise noted BOTT CHORD SPLICES:8 -9 =5X5; NOTES: 11 2 3 4 3X4 4 -2 8 -4 4 -2 4 -2 4 -2 4 -2 1U 8 -4 4 -2 L. HL TO PK:8 -9 -7 LEFT HEIGHT :0 -0 SPAN:20 -0 LOADING (PSF) L D TOP 30 15 BOTT 0 10 11 -8 3 -4 4X4 3 11 -8 3 -4 4X4 4 15 -10 20 -0 4 -2 4 -2 « «MARTINEZ.TRUSS » » Tile Jun 012 2 7:13 2000 Top Pi # itch : 4/12 3X4 6 15 -10 20 -0 4 -2 4 -2 R. HL TO PK :8 -9 -7 RISE:2 -9 -5 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL.@0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 241 a s- • = = =« «ACES -32 Ver. 1.1 »» [ 028220 ] Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : V24 Span : 24 -0 Quantity : 1 = = BLd(10/16/1997),v1.1 NOTES: 1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 1X4 plates at each end of gable stud unless otherwise noted PLATE OFFSETS (X= LEFT Y= TOP):(j7 =3,2], 6 -8 -3 1 6 -8 -3 LOADING (PSF) L D TOP 30 15 BOTT 0 10 6 -8 -3 6 -8 -3 12 -0 5 -3 -13 12 -0 5 -3 -13 L. HL TO PK:12 -7 -13 LEFT HEIGHT :0 -0 SPAN:24 -0 4X4 3 7 5X6 -0 17 -3 -13 5 -3 -13 17 -3 -13 5 -3 -13 « «MARTINEZ.TRUSS » » Fue Jun # 20 . 08027:14 2000 Top Pitch : 4/12 24 -0 6 -8 -3 24 -0 6 -8 -3 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 R. HL TO PK :12 -7 -13 RISE:4 -0 RIGHT HEIGHT:0 -0 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. 1,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 r - A = = =« «ACES -32 Ver. 1.1 »» [ 028221 ] < Customer : BEAUCHAMP -- BARRY -UNIV. Project #: 00042043 Truss ID : V28 -0 Span : 28 -0 Quantity : 1 _ =Btd(10/16/1997),v1.1 NOTES: 1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with 3 - Continuous bearing provided along entire 4 - Provide 1X4 plates at each end of gable PLATE OFFSETS (X= LEFT,Y= TOP):[j7 =4,2], 7 -8 -3 7 -8 -3 LOADING (PSF) L D TOP 30 15 BOTT 0 10 7 -8 -3 7 -8 -3 14 -0 6 -3 -13 14 -0 6 -3 -13 L. HL TO PK:14 -9 -1 LEFT HEIGHT:0 -0 SPAN:28 -0 _ STR.INC.: LUMB = 1.33 PLATE = 1.33 4X4 3 518 20 -3 -13 6 -3 -13 « <MARTINEZ.TRUSS » » Tue Jun 20 08:27:15 2000 Family # : 105 Top Pitch : 4/12 standard gable end detail bottom chord stud unless otherwise noted 28 -0 7 -8 -3 20 -3 -13 6 -3 -13 28 -0 7 -8 -3 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. R. HL TO PK :14 -9 -1 RISE:4 -8 RIGHT HEIGHT:0 -0 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93). DEFLECTION(IN.) L.L= 0.00,D.L =0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. JUN 2000 = == « «ACES -32 Ver. 1.1» ' [ 028222 ] < Customer : BEAUCHAM? -- BARRY -UNIV. Project #: 00042043 Truss ID : V32 -0 Span : 32 -0 Quantity : 1 = = Bld(10/16/1997),v1.1 NOTES: 1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with 3 - Continuous bearing provided along entire 4 - Provide 1X4 plates at each end of gable TOP CHORD SPLICES:2 -3= 3X6;3 -4 =3X6; BOTT CHORD SPLICES:6 -7= 3X6;7 -8 =3X6; LOADING (PSF) L D TOP 30 15 BOTT 0 10 8 -8 -3 16 -0 23 -3 -13 7 -3 -13 7 -3 -13 8 -8 -3 8 -8 -3 8 -8 -3 8 16 -0 7 -3 -13 L. HL TO PK:16 -10 -6 LEFT HEIGHT:0 -0 SPAN:32 -0 4X4 3 7 23 -3 -13 7 -3 -13 « <MARTINEZ.TRUSS » » Tue un # 20 : 08 0 27 :16 2000 Top Pitch : 4/12 standard gable end detail bottom chord stud unless otherwise noted 32 -0 8 -8 -3 1 11 1 14 3 6 32 -0 8 -8 -3 R. HL TO PK :16 -10 -6 RISE:5 -4 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD :2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 22 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER JUN 2000 SHOP DRAWINGS REVIEW REVIEWED FOR GENERAL COMPLIANCE ONLY AS NOTED RESUBMIT El DATE jUN 2 1 r< ROSE & SLOPEY Consulting Engineers, Inc. 150 S. Andrews Ave., Suite 350 Pompano Beach, FL 33069 2000 nY J 942-7703 Contractr t Vr 1:1n. Arid Quart. - T The Dort " .; , :;,v For Deviatioa, Orawings And Specifications, For Any 'Errors And Omissions °g The Shop Drawings, For Delays Of Any Sort In The Work. • ENDED Date: 711/00 1 OPN: 99080 Project Name: Barry University, Classroom Building Location: 11300 NE 2 Ave., Miami Shores FL Contractor: Beauchamp Const. Client: Harper Partners Weather: Partly Cloudy Temp: 90° at 8:30 AM Present at Meeting /Field: Milton w/ Beauchamp Construction and Joe Larceri w/ DeRose & Slopey DeRose & Slopey Py CONSULTING ENGINEERS, INC. LAND PLANNING * CIVIL * STRUCTURAL ENVIRONMENT * ELECTRICAL * MECHANICAL 150 S. ANDREWS AVENUE SUITE 350 POMPANO BEACH, FLORIDA 33069 (954) 942 -7703 TO: Village of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 Permit #: 46103 Inspection Type: Roof Sheathing and Truss Engineering THE FOLLOWING WAS NOTED: 1. Observed roof sheathing. All sheathing observed was in compliance with the approved drawings. 2. Observed truss engineering. Bolts were missing from the girder top chords. Wedge anchors were bolted into hollow masonry cells. Milton is to follow up with corrections. 3. Observed masonry and formwork for the stairway knee wall. All work observed was in compliance with the approved plans. Cc Ed Cannon, Harper Partners Milton, Beauchamp Construction P:99080/99080.0707.jl.doc MEETING /FIELD REPORT SIGN D : ...........lf!l...l�.�r Gary G. Slopey, P.E. 08A1JG.16.20001VA: 303 470 0073 F A X DATE: TOi FAX NO.: FROM: NFI Protect No.: AQMARKea Thanks ROPER PARTNERS Pox HARPERFARTNERS, INC. T R A N S M I T T A L August 11, 2000 Chris Tuelaw / Milton Sard6rin BEAUCHAMP CONSTRUCTION OO , 1NC. 447 0041 or 444 O$e / J Site 685 13240 Edward F. Cannon, NA Barry University CRIFOB 8086.5 —Xiit. I. 1 — CLASSROOM /OFFICE BLDG. As a follow up to Mr. L uBian's assertion that the office partition needs to be fire ;dapped et 8 1 have roseartteed the SFEIC1MDO addition and have the following to offer The CRIFOB to Group B (c) Occupancy, requiring Type 11 construction In accordance with eeotian1804.4(e)(2) Partitions, 'Ditiridinp partidcsls of.,,.offlgge..., occupied by one tenant only, may be con*truc ted ot: (aa) noncombustible material. There Is a section In the code `fire stop" — 2807.2, whfcri states: 'We stopping shell be Installed in wood frame construction in the following locations: (a) In concealed epecass of stud wall end maws s Including furred spate at coiling and floor levels to limit the maximum dimension of any concealed space toe' -17. I believe this may be the reference Mr. LuBlern has made but it does not apply to the Belay University Classroom Faulty Office Bunting. 1 trust this research will be sufficient to raacive this matter. ff yea do not rentve ihs t&ai number 411 papa indicated above, piano care 30B 476 1't02 efi0 Siltmaro WRY, mite i170, Corot Gables;, Florida, 03134.573D MS) 4764102 Fear. (ROE) 4764073 MOM 213.5080 NO. 102 P.1/1001. W 5q )G . �� FROM : BEAUCliAMP 0 - d au t% i D sc tuC•JUdo Ow azseutraOrSoi DONALD ■ cots. V. emwer• pf!AN A TgOMiC. h FraAlan PAW O. fiRtT6NaJROCK T=os INSISSit yAA.yrLMART. ?Wu*, October 13.2000 Caplan Berl Carlton Miami -Dade Fire Ra= VIA FAX: 205477-9931 RE: Rem for T.C.O. Barry University Classroom/Faculty Office Building 11300 NE 2 Awn* Mond Slue Deer Captain Cerium, We would hike to inform you that the subject building is substantially completes in be minty and due to eta reason that the elevator recall has not been completed, we are formally !Awning that For detsalmell lixot a TCO for the first floc' only so that Barry Univasipr can utilize the olauroorns an this first doom cat an immediate basis. Currently, those classes arc being held in teen dram adequate facilities a rotmdhe eatups. Required Information: Beauchamp Construction Ctanpaay. Ina 247 Minorca AverUie Carat Gables, FL 33134 Permit n46717 Praoesta 59$=55 15 working days to complete all week. Date attest Inspection: October 13, 2000, 11 :30am 7' O, 3- ` cf (coo e" 011 t We confirm that all toms of egress shill be kept clam and accessible. f We gc fmi that all Life Safety Syatecans will be maintained at ail es. Tp Aee Leto tN '*' Oo3360 em Inspector: Lieutenant Sykes FAX NO. 1 1 WATER MAIN F.XTRsiZiON Oct. 13 2000 12 :13PM P1 BEAUCHAMP CONSTRUCTION CO., INC. GENERAL CO CQR • 247 MINORCA AVENUE, CORAL GABLES, FL 33t344e05 9064609 • FAX 306447.0941 APPROVED BY M!ANI1 -DARE CCJr11YfIfE DEPARTMENT SPX Etra. F'144.1:3 r t£66 -LL5 5O£ 6u1- .ceau!6u3 e.,t o..e1eW Se :Zt 00-CI-40