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1810 Rinehart Rd - BC07-003273 (HH GREGG) (NEW CONSTRUCTION) (A)4 � � ro (D 3 a� U) ro o .( m 0 � o 'v5 a) w �? (n lU tt p7 0 0 o a ro °� -ro cis Q Asa = o o`-�� o Q: U o� � E� 0-65 0 ro o 0.� �.. 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IfffL�] �[}fffl,Rfif II u�I}�}ft�fl i 1fE Eia.111EIf HII. }f I}fIII+}1E�1 II I I GENERAL NOTES 01 THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO 16 1 III SUBMISSION # I�— � - ( ALL EXTERIOR SIDEWALK CONTROL JOINTS AND EXPANSION JOINTS TO RECEIVE POUR GRADE SEALANT _ —1 [E l[fIDfEIIIIIf I ill}}}11lffl(}IEIIff}IfII F.. I�}f�iFNUI+I+IIi.IIIIIIIIiilllllf�ilifEf} II �i i-� I ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BY �f 111I II � ! IEll I I ..-.1 I CONTRACTOR TO PROVIDE & INSTALL 2A--10B-C FIRE EXTINGUISHERS AS REQUIRED BY LOCAL FIRE AC -2 = flf� f}Nfl h! IfffL�] �[}fffl,Rfif II u�I}�}ft�fl i 1fE Eia.111EIf HII. }f I}fIII+}1E�1 II I I GENERAL NOTES 01 THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO 16 CMU WALLS ARE DIMENSIONED FROM FACE -OF -BLOCK TO FACE -OF -BLOCK (UNLESS NOTED OTHERWISE). SUBMISSION # COMMENCING ANY WORK. 17 ALL EXTERIOR SIDEWALK CONTROL JOINTS AND EXPANSION JOINTS TO RECEIVE POUR GRADE SEALANT ARCHITECTURAL (SL2 MANUFACTURED BY SONNEBORN OR APPROVED EQUAL) 02 ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BY AO -1 AUTHORITIES HAVING JURISDICTION. ..-.1 18 CONTRACTOR TO PROVIDE & INSTALL 2A--10B-C FIRE EXTINGUISHERS AS REQUIRED BY LOCAL FIRE AC -2 - _ _... . Aluminum'Storefront N.O.A. Information !_ MARSHALL COORDINATE LOCATIONS / PLACEMENTS WITH FIRE MARSHALL. INSTALL QUANTITY AS 03 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL DIMENSIONS ON FLOOR PLANS INDICATE . REQUIRED SO AS NOT TO EXCEED 75' OF TRAVEL TO AN EXTINGUISHER. AO -3 NOMINAL WIDTH UNLESS OTHERWISE NOTED ON DRAWINGS. DETAILS SHALL GOVERN OVER PLAN AND A04 ELEVATIONS DRAWINGS- LARGE SCALE DETAILS SHALL GOVERN OVER SMALL DETAILS. AO -4a Aluminum Autornatic. Entrance Sliding Door N.O.A. Information { 19 ALL INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101, SECTION 10.2.3 04 IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO.LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM lb NAILERS, BLOCKING, AND OTHER ROUGH CARPENTRY ITEMS INDICATED AS "WOOD", "TREATED WOOD", OR ALS'I-2 FROM DAMAGE. THE G.C. SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR' SAW PT WOOD" SHALL BE TREATED FOR FIRE RESISTANCE. AS1-1 OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE, WORK. ALL 021 A2A FINAL CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR. JOINTSWHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED A MINIMUM OF ONE STUD SPACE OR A2-2Root _-.... _ 24" BOTH HORIZONTALLY & 12' VERTICALLY. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS, 05 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE 4 OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSED, THE EXISTING GYPSUM BOARD MAY BE A:.3-2 CONTRACT DOCUMENTS- REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE PROPER A4--1 _..... _ ... __.._. STAGGERING OF THE JOINTS. 06 ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS _ .... A4-3 SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 22 SEAL/ CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN ACCORDANCE WITH - A5-1 ...... ....._.... Partial Reflected Ceiling Plan, Plan Detail & Roof details APPLICABLE UL DESIGN AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 07 THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE j 1 A7-1 OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE LOCAL, STATE, _ .....__ w. ...__ .._ _. ... _... _ ....... _ _ STRUCTURAL - - AND FEDERAL REGULATIONS. 23 PERMANENTLY STENCIL (2" MINIMUM HEIGHT LETTERS) PARTITIONS ABOVE FINISHED CEILING TO INDICATE THE RATING OF THE PARTITION. STENCIL TO READ: "ONE HOUR RATED WALL - PROTECT ALL Structural Sections & Details PENETRATIONS" OR "ONE HOUR RATED AND SMOKE WALL- PROTECT ALL PENETRATIONS" OR SIMILAR 08 ........... ._ ._._.,,.. . _ - _.. _w... _ . .. ---- .._..._ -- METAL STUD GAUGES FOR CANOPY SHALL BE AS RECOMMENDED AND/OR REQ'D BY THE STUD MFR'R. WORDING FOR THE APPROPRIATE WALL RATING. STENCIL WHERE READILY VISIBLE A MINIMUM OF (AND ALL APPLICABLE CODES) FOR EACH SPECIFIC CONDITION, UNLESS NOTED OTHERWISE. Foundation Plan VERTICAL LINE WHERE THE PARTITION CHANGES DIRECTION. STENCILS SHALL OCCUR NO MORE THAN 20' ._ -_. S2-2 Low Roof Framing Plans - APART, AND NOT LESS THAN ONCE IN EACH TENANT SPACE WHERE PARTITION OCCURS. 09 PROVIDE DRAFT STOPPING IN CANOPIES AT INTERVALS NOT TO EXCEED 3,000 SQ. FT. & WHERE S2-3 _ ................ SPECIFICALLY CALLED FOR ON DRAWINGS. DRAFT STOPPING SHALL BE 1/2" GYP. BD. ON ONE SIDE OF LIGHT 24 ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACK BOXES Structural Sections ,& Details GAUGE METAL FRAMING. WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA OR EXCEED 54-1 Structural Sections &Details � I TOTAL OF 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF WALL AREA. ON OPPOSITE SIDES OF WALLS _. _.. . _....__... ___ _..._. ... _ _ _. _-__ _.___ Structural Sections & Details OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ. DISTANCE OF 24". WHERE THIS REQUIREMENT 10 GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SOILS REPORT. OBTAIN FROM S5-1 Structural Sections & Details CANNOT BE MET, BACK BOXES IN EXCESS OF THE ALLOWED MAXIMUM SHALL BE BACKED WITH GYPSUM T THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT. S5-2 BOARD TO CREATE A FIVE -SIDED ENCLOSURE. 11 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE 25 THE CONTRACTOR SHALL FURNISH AND INSTALL A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM Structural Sections & Details CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT ANY DISCREPANCIES WHICH MAY OCCUR PRIOR TO THROUGHOUT THE BUILDING AND CANOPY ATTIC SPACES. THE SPRINKLER SYSTEM SHALL CONFORM TO — _ MECHANICAL / PLUMBING COMMENCING ANY CONSTRUCTION. MP101 MP301 ALL LOCAL, STATE, AND NFPA CODES, AND SHALL BE DESIGNED BY A STATE OF FLORIDA REGISTERED ENGINEER. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE FIRE MARSHAL FOR ...... ___. _____ __..APPROVAL PRIOR TO INSTALLATION.LOC TION OF ALL SPRINKLER HEADS AND ALL DISTRIBUTION LINES A 12 DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST OBTAINING SHALL BE COORDINATED SO AS NOT TO INTERFERE WITH THE LOCATION OF ANY LIGHT FIXTURE OR H.V.A.C. PROPER PERMITS. WORK. ALL SPRINKLER HEAD HEIGHTS SHALL BE COORDINATED WITH INTENDED HEIGHT OF CEILING. VERIFY ALL CEILING HEIGHTS PRIOR TO INSTALLATION. REFER TO DRAWINGS AND SPECIFICATIONS FOR 13 ALL FIRE RATED CONSTRUCTION SHALL CONFORM WITH U.L. TESTED STANDARDS AND/OR LOCAL REQUIREMENTS. REQUIREMENTS THE CONNECTION FROM TAP TO RISERS INSIDE THE BUILDING MUST BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION CONTRACTOR. 14 ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL & ALL APPLICABLE CODES & ORDINANCES. --. ,- 26 ALL DENOTED FUTURE TENANTS ARE TO SUBMIT ALL REQUIRED INTERIOR DRAWINGS & SPECIFICATIONS, 15 ALL EXTERIOR MATERIALS TO MEET ALL LOCAL & STATE WIND & IMPACT TEST REQUIREMENTS. SUBMIT INCLUDING BUT NOT LIMITED TO ALL EQUIPMENT, SHELVING, TI WORK, AND WILL REQUIRE SEPARATE PRODUCT APPROVAL NUMBERS TO AUTHORITY HAVING JURISDICTION FOR REVIEW IN ACCORDANCE WITH PERMIT FOR OCCUPANCY. ITEMS SHOWN UNDER THESE SET OF CONTRACT DOCUMENTS ARE ONLY ITEMS THEIR REQUIREMENTS. TO BE INSTALLED BY LANDLORD SCOPE OF WORK. 423 South Kellar Road #200 Orlarido, Florida 32810 Plir�rlr. ............ .407-660-2766 Fax ............ ....40743 5-32713 L!censse,-i`ttimber . - ...... SL#aAt'AC001155 . Ce ric�c fU3. r�� S<cst r�'�rtk,�r:tl Arsniles[e, rkr . All Rights Reservr:<_I Worldwide - O UL I'AN k i , FAnderson@scottzarchitects.com - - - j, ttp://wwvvscottarchitects.com __ I s _.. I Separate tenant Improvement permits shall be obtained, with a v: 407-660-2766 j v: 216-292 469E I _.. C -46 -- "Certificate of Occupancy„ prior to any portion of the building being ,`` f; a f f=n— in inel 407-t;75-3276 f: 216-292-5874 I' a ,rk, STRUCTURAL ENGINEER 1 By— _ __ - - �all C &D i ,meq � ._� __ - 405 y Alta Douglas Springs, Ael-tf 3?7a t �..s..� CONTACT PERSON_ 1, 11 1 11 01:111qq 01" zoli LL"I I 10 rIC11I/PU-1l1111. IJJUUI1a- u....... Z2...... - I approval of a code violation. 2004 FBC109.1 i4D !I # DESCRIPTION SUBMISSION # — ajbjc'P11213i4516 ARCHITECTURAL AO -0 Cover Sheet AO -1 U.L_ Detail & T.P.O. Rooting N.O.A. Information ..-.1 AC -2 - _ _... . Aluminum'Storefront N.O.A. Information !_ AO -2a Aluminum Storefront N.O.A. Information . AO -3 VEE RIB Metal Panel N.O.A_ Inform-atiort A04 Aluminum Automatic Entrance Sliding Door N.O.A. information AO -4a Aluminum Autornatic. Entrance Sliding Door N.O.A. Information { ALS1A - General Notes & Code Requirements lb ALS'I-2 _ _... Lite Safety Plan & Details _61 SAW AS1-1 Arch Reference Site Pian & Detail A2A Floor Plan... A2-2Root PlanA3 1 Exterior Elevations 4 A:.3-2 Exterior'Eleva-Qions A4--1 Wall Sections & Details A4-2 Wall Sections & Detail _ .... A4-3 Wall Sections & Details - A5-1 ...... ....._.... Partial Reflected Ceiling Plan, Plan Detail & Roof details A6-1 Enlarged DocK Plan & Details j 1 A7-1 Door Schedule, Glazing Elevations& Details STRUCTURAL - - S11-1 General Structure Notes, Sections & Details S1-2 Structural Sections & Details S1-3 Structural Sections & Details S2-1 Foundation Plan S2-2 Low Roof Framing Plans - S2-3 Roof Framing Plan S3-1 Structural Sections ,& Details 54-1 Structural Sections &Details � I S4-2 Structural Sections & Details S5-1 Structural Sections & Details T S5-2 Structural Sections & Details 1 S_5-3 Structural Sections & Details — _ MECHANICAL / PLUMBING MP101 MP301 Mechanical Floor Plan , Notes,Schedules & Details _� -^ i• .,^ r _ _, 423 South Kellar Road #200 Orlarido, Florida 32810 Plir�rlr. ............ .407-660-2766 Fax ............ ....40743 5-32713 L!censse,-i`ttimber . - ...... SL#aAt'AC001155 . Ce ric�c fU3. r�� S<cst r�'�rtk,�r:tl Arsniles[e, rkr . All Rights Reservr:<_I Worldwide - O UL I'AN k i , FAnderson@scottzarchitects.com - - - j, ttp://wwvvscottarchitects.com __ I s _.. I Separate tenant Improvement permits shall be obtained, with a v: 407-660-2766 j v: 216-292 469E I _.. C -46 -- "Certificate of Occupancy„ prior to any portion of the building being ,`` f; a f f=n— in inel 407-t;75-3276 f: 216-292-5874 I' a ,rk, STRUCTURAL ENGINEER 1 By— _ __ - - �all C &D i ,meq � ._� __ - 405 y Alta Douglas Springs, Ael-tf 3?7a t �..s..� CONTACT PERSON_ 1, 11 1 11 01:111qq 01" zoli LL"I I 10 rIC11I/PU-1l1111. IJJUUI1a- u....... Z2...... - I approval of a code violation. 2004 FBC109.1 i4D !I ro 0 rn oa 0 co :1 W Mo O us 4) -0 CL 0 C U) 03 0 8 0 ry tT > r (D ro *V Cc M O'D - .0 0 as ro co as r - [2 0 0- 0 0 0 as Dim ,M 12 ro cc 8 5 -ro72 r - .r cL E 12 U)Cm W C r- 0 0 'D W 4- c: 0 r @ o.0 m y as M.0 W �� tis 4315 > 0 (D 0 4)(D E LL --r- :3 Wo 10 0 c m CU 0 tm > 0 U) A 0 > 0 0 Ca -r- 0 0 0-.0- 0 a - = C Co U) 0 W.S w E cm 0 0 0 Q cs 0 2 40 .2 0 M >,_ r Cr 0 - as C: -Z3 O -0 ( 0 8 E Ecu 0 :Fm M 0),- E E 0 C 0) A 0 cL 2 0 CL C ca co 0 0.0 c as in Q (D a) E E 0 Ero°oa D`oaa8 U) 0 a) (D M E E 3: 0 E 2 (D "04) a) Q a) Z 2 Co .2- CU Z-0 Lo 0 C 0 �c�anaroi d. 0 2 U:rz 0 0 5 o 8 ro 0 8 cyan o 0 M 0 E c t: le M 0 0 0 a. r- E 8 E -0 8 co a U to0 W0 as .E (2) 'D0 Z% CL Ch 0 U) 0 4) 0 0 EL " Cc ,rL 'D X iv U) C S (D 0 0 CL (n cl) a) .2 iF 4) 2 ca U) M a? acs W CU a. E 0 " E 8 -U 0 C.0 'a Q cis aye U 0 0 0 0 (D r CL :3 E 0 N ir- -r- -015 0 0 (Dr - Co 8 0.c 0 2 cc U) -0 M a) > 0 0 a U) 0 (D W U CL 0 Q 0 E > C 2M W Co W = 0) w cn -0as W E 2 0 CL M 0 m U) C O Op C 0 fn ) 0 0 4-- Y (D acs 5 U) 22r 'ScCL 8 (';,.t'NFR,*.[,.[..I.MITATI.ON/ : I • Dirt: classification is not part of this accvp�,ance, rtfQr to a curreng Approved Roofing Mawrial$ Directory for fire n-lings ofthis product, '�inmultiplvlaycrs. n1w fir - ,t layer sballbe awschod in compliance wit.11 I insulation nay be insmllc Product Control Approvd; guidolincs, All wber layers shall be adhered in a full; mopping of approved asphall applied within the EVT range and at a rate of 2040 Jbe'.�'Sq"L Ori 'ally atmehetl using the fas(cming padem of the top lkyer 3, All standard parict sizes arc �wceptable 1�or rrivchanical attachment. Whe.-n applied in approved asphalt, panel size shall Im 4',k 4'maximum, 4, An overlay and/or rm(wery board inwiation, pawl ig require -d on all ap1lioations over closed cell foam, insulations whcnthe base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot inopping with ap-proved asphalt, 12" diameter circics, 24" ox,.. or strip mopped 8" rib )w,; in. 1hree row,5, One at each sidelap and one down the exciter of the sheet allowing a aWnnuous ama of ventilation. Encircling of the s�iips, is accepliiNc, A 6" break shall be plaeod cvcny IT in each ribbon to allow cross ventilation. A!�phalt applieLtion of either iyste-n shall kw at o minimurn irate of 12 lbs,','sq, Nott: Spot attathed sygiltms, shall be limited to a it wdmum design pressure of 45 psL 5, Fastener spacing fo.- insulation attachment is based or a Minimum. Charact-cri8fic Force (F') Vulue of 27S lbf as tested in comphance with Testirig A,.l:acattStar>dad TAS 105, If the fiwencr vs"e,. Das ficld�tcsted, are below 275 llif, irtsul2tion atlachment shall not be acceptable, 6, Fa s te ner spacing liar mec han ica I a ttachnient of anc bo0wm sheet car mom',bran t,, attactiffictl t is based on truntmum furener mst'smnee value in con sanction wi-J) the maximum deqgn valuV listed within a speciric systema. Should the fastener resistance be less than that requimil, arc dotermined by the Budding Offilria], a re,61sed Witmer spacing, prtiparud, signed and Sealed by a Elm& Registered Engineer, Architect, or Registered Roof Comultarjt;ymy be subritittel, Said revised fastener spacing shall Qtiti7e the Wilh&;RLWa"I resistance, value: taken from Testing Application Standards TAS 105 and calculations in cantollaricc with Roofirg AppliCLation Standard RAS 117, 7. Perimeter and comer areas shall; cornply with the enhanced oplift preswre mx10xc.mws of these areas: fweaer densities shall be inOremed kir both insOation and bxme sheet m calculated in compliance with Roofing Applieption Standard RAS 117, (When this liknitation is ipoolficalhe referred within this NOA, General Limitation 09 will not be applicable.) All attachment arid si7jriLg, Of perimeter nailers, metal profit, and/or f-tishing icrimiliation des.qgn-s h L I c 0 n form .5 gI . With Roofing Application Standard RAS I I I and iipplicable wiful load requirements. 9. 7.1w araximum designed pressure limitation lister shall be 4)plAlcable to all roofopir"sure Zones 6-e, field, perimetevs,and comcr&). Neither rational analyiis, nor extrapolation shall bee permifted kir enhanced fhsterring art. enhanced (ix, perimeters) extended carni is and corners). (Nielica this limitation is specifically referred within this NOA, General Limitation 47 will not be appliizaOle-) E ND OF THIS A: CCEPTANU STEEL DECK SysTmLimiTATTONS. 1, . If mt!chanical mtaVhrrent to the itnxtural deck through the lightucight intmiating concrete is propo,,;ed, a field withdrawal r1mistance testing shaffl bopcirforrmdi. zo det�-,rmim fitstener patterns and derigity, All le8ting and fastening designshall be in compliance with Testing Application Standard TAS 105 and Rooting Application Standard RAS 117, calculifiow� ehall be iigned and sealed by a Florida Rcgisterod Engineer, Architect, or Rcgistered Roof C-an"whant, 2, For stivel deck application wbere ,pecific dcck constrodion is not m*nncc& Thr, deck shall be a nu I mmum 22 gap atuiched. with 5;'S" puddle welds with %vid. washers at every flutte with maximum deck spans of 5 ft, ox. Deck Type 2U Steel, Insulated, Now Construction, Re -roof Deck Descrilption: Minimum 72 ga. GrAde E stect derk seiur#a minimt-ni at maxiwalm 6 ft. o,c. witt, rrw R,04�x TrayV4 f -w Traxx.6 spaiced at 6" ox. D-Lek,ide lapsqe wcured with ITABuidmTraxx/1 fav,,tcmaers -spaced at maximiam 30" G. c, Systerrs 'l"ype fN',21. Membrane rrechanicafly attAQ11hed, (Ivor prelirni3lary fastened insulation. All General and Systern Limitations apply. Ont at marc layers of any of the fiallowing instals :'ra Jusu-12tion Layer Insulation Fasteners Fastener (Table 3) Deusiqlftl EverGuarid Isocyarturate, GAFTEMP Isothem R., Isotherm ltk, Pyrox, A(.Foam 11, WAICA FuergyGuard, Iia EacirgyGuard RA m1aitnum I" thick NIA Nhk Now 'rep layer shall have prelintinary attachment, prirlr to the installation of the baselouchor sheet, at a miatmom application rate of two fasteners per board for Insulation boardshavingno, dimension greater than 4 ft., and four fastemers for any Insulation board having no dimension Er ate 6an 8 ft. All layers, of Insulation and base sheet shall be simultaneously faaeued. See baseanchor sheet below for tasttners and density. Vapor Wtarder: (Optional) Any UL or FNIRCapprovvd vapor rettrdermay be installed over the deck or the base layer of insulation, Barrier: (Opticisnal) I/V, or '4.' gypsum or Dens Decksocured to the deck with the insulation, Mejubrane- FvcrGuard TPO or Eve -Guard 'TPO-Eras: Mierilbrwle attached through dw prelimiarY• attached insuladon as specified below Faitoning: Membrane is rnecMnicOly atlachcd using Ever(itiam XHD F441encrs and Lvcr0uatd.FGH)Plates, spaced 6" o�c, within a6unum 3" wide laps. Lapis are spa td at nuximium I 14- o.c- and scaled with a mininium 5"widc heat w6ld, .Maximurn IC (Wgo Pre -more: -67.5 Tisl(Sce: Gomxal Limitation ft -T) Ai-*j,Rovu),.AS,%EMRLI.ES '. Deck Type 2h Steel, insulated, New comtruction, Rwwor Deck Description: Minumma 22 ga, Grade E steel decksecured tosupixwts space at maximum 6 ft ox. with ITW Bwldex Traxx/S spaced at 6"o,k, syste"ITY ml- rnechanically at�acbed oycf preliminary flisto imulatia �, lie 0(j). Me nane Xd tn All General and System Limitations apply. One' or "wrtz layers, of any. ofthe followirg invulatiom Insulation Layer Insulation Fasteners Fastener (Table 3). Deasity/ft, EverGuard lsocynnurate, GAFTEAV Isothem It, Isotherm RA, Pyrox, AC Foam 11, WNICA EnergyGuard, 11NICA Energy13'uard RA Minimum I" thick NIA NEA Note: Top layer shall have preliminar'y, attachment, prior to the Installation of the, base/anchor Sheet, at a Minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any Insulation Imard having no divnension greater than 8 It. All layf-Irs of Insulation and base sheet snail be simultaineouAy fastened. See bast/avehor sheet below for fasteners and deuslty Vapor Retarder- (Optionall) Apy 1.11, or nfRC approved vapor rLtardr-r may he installed over the deck or the base layer of i"sulution. Barrier: ((:11-Ytior1al)vV' gyprum. or Dens to thede<�k with the insuladul-L Membrane: Ever(Dvard ITO or EverGuard TPO-EX Membrane, attached through the prelimiary attached insulation m; ipecifled below,. F aste"ing. Mcnihmne is mcchanicaRy attached using Lverkhard XIID Fasteners and Fver(htard EGX Plate,, ipacod 6" ox, within minimum 5" wide laps. Laps toe ,,;paced at rraximuni :14.5`" o.c, and.sealed witha Tninimurn 1,5" wile: heat weld. Maximum 00-Ign Pressure- 45 psf +.Soe Gmeral Limitation #7.) APPRom)FASTENERS' TARLF 3 Fsitent,r Product Product Manufacturer Number Name Description DilueflSiions (With & E'verGuard Insulation Round 3" gal-valunic plate, 3" round GAF Materials Corp Plates EVIDENCE SUBMITTED - Test AgLocy/ldentifier Name 9.2-00 Date Factory Mutual Rescarob 3003617 FM 4470 12/20,199 Corporation UnderwTftem FileR1306 Fire Classification 051,20/99 Laboratories NQA Nw 02-0507A 1 NOA No. 02-0-507.11 'N70A No: 01-0507.11 Nt3NNo: D2-0507.11 NOA Na. 02-450' 11 Expiration Date: 07113AS Expiration Date. 07,113M ExpiratfoaDaw: 0703/08 Fxpiratioo Date.- 0711348 Expirallian Date: 071131/^08 Approval Date, 0711?/03 Approval Dam 07,17,,'03 40747M Approval Vatec 0711743 Approval Date; 07117103 Page 8 of 8 Page 7 of a Page 6 of 8 pagp 5 of 8 Yagc 4 of 8 Test Product P.Ladg.c. Dimeasion tion Ever0suard Expamion Joint 4"-8"x iO' Low profile cxpamlon joint cover, cover P V0r0U4rd Standa7d 1/8" x 30" x 36" Standard duty walkway pad. Walkway Ever(ivard heavy Duty 114" x 30" x 36" fleavy duty walkway pld walkway APPROVED INSULATIONS: TABLE 2 Product Name Product Deieriptloo Manufacturer (With N Current OA) EverGuard Isoivanuate Polyisocyanuriate foam insulation GAY Materials Corp. GAFTE"NIPIP lsothcnn R, Rik 1101yisocyanurate foam insulatic)n GAF Material,; Corp, IMCA EnergyGuard, ItA Polyisocyrrarate foam insulation, BMCA 13 n NICA Composite liner Polyisocyarturale/wood. fiberboard BNWA composite. PYROX Polyisocyanurate foam insulation Apache products Co. AC-Foarn It Polyisocyanuratc- foam insulation Atla,.)-.ncrgy Products Dens Deck Watcr�resistant gypsurn board Georgia Pacifi. APPRovED FASTENERS'. TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Corrent NO 1. EverGuard XHD Fasteners Self tapping roalud screw G AhMateriatls A,/#3 Phillips head. 2, 1-,.verGuard EGG plate AZ55 Calvaluve �;oated 2-3/8" dia OAli'Materials Corp. barber steel plate used with fastener. 3, EvvirGuard E6HT) plate A755 (ia.1valuveOoated. 2" dia (i AF Materials Corp - barber steel plate used with fastelle'r, 4, EverGuard Mennbrane Round 2" nylon reinforced 2" round GAF Materials Corp, Plates seam plate, 5. i'vcrGuard Insulation Round 3" plastic, plate, 3" round GAF Materials Corp, �lales NOA Na: 0? -0507,11 Fxplration Datc: 07AN08 Approval Datc: 07117/03 Page;3 of' 8 T.P.O. ROOFING N.O.A. INFORMATION, N.T.S. Roorrxt; SysnM APPRO'VAL Ea-t-02-orw. Roofing St-tb-CgtteyL)ry , TPP, Singlefly Roofing ftk Lvpe- steel LipjM1101 Design is ;,sure -67.5 psf Fk! a QaLsifigat LoySee General Limitation #I TRADF, NAMES OF'PRODITC,"I'S MANUFACTURF1.) OR LAULF.,I) By APPLICANT: TAatx, I Test Product .Product 0J jogs SamcificatiRn 1heription EverGuard TPO White varimis ASTMD 4434 ThermoPlastie Olefin reinforce Membrane (Grey and Tan) membrane, EverGuard TPO EX -White. Various ASTNID 4434 Thermol1lasticOlefin rointorce, Membrane(Grey) membrane, EverGuard'.FSR45 Utility Various WIMP 4,434 Reinforced flashing membrane. Flashing Membrena Ever(ivard I.N.60 [)t.tailing Various AS TMD 4434 Q mil Luireniforced flashing membrane. Membrona EverGuard Coated Metal 4! x 81 US Ever(3uard inembrane laminated 24 Ga, 4'x i0' sheets Commercia.1 galvanized steel. Standard +~S- .45::62 Evercruard Oniversal 4-r x 4" -Y 4" ASTM D 4414 Prefabriczted molded one piece corners. Corners 20 pcs, crtri, EvcrGuard.Buots V - 8" od ASTM D 4434 Premoldedvent pipe, boots, (i per,, crtn' ElvrrGuard Donding 5 gallon,pails proprietary Adhesive for fully adheredzi.ysterns and Adhesive rrwffibrane flashing, Ever0pard 1120 Bonding 5 gallons Proprietary Waiter based nibberized adhesive for Adhesive (IACC FA656) fully adhered ITO systems mid mcnibrarle flashing. EveT(juardTPO Rondind 5 gallons Proprioary Solvent based rubberized adhesive for Adhesive fully adhered TPP systems and Tnembralle flashing. EverGuard Cut Edge I quart sqwmze Proprietary Solvent based sealant for TPP cut edges. Sealant tube EverGuard Aluminum I/8X 1" X 10 PA 114 Lip termination bar. Tennination Bar NOA No: 02-0507.11 Expiration 04te.- 07/13108 Approval Date: 07/17J03 Page 2 of 8 M I A M 14M)AME 811AM1.1IATA', (0UNTY, FLORIDA NIETRO-DARE FLAGUR BUILDINO BUILDING COVE CONIPMANCE OVFICE (11CCO) 140 WFST nAGLFR STRFET, SUftE 1643 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33110.15'(;3 005)375-2901 FAX (A5)37$-29()8 NOTICE OF ACCEPTANCE (NOA"). GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 Scopf". This N0,A is being issued wider the applicable rule,:, and regulations govt"ing the ww of construction materials, The documentation submititcd has been reviewed by the BCC0 and accepted by the Building Code and Product Rcview Committee to be uwd in Miami Dade County and other areas where allowed by the Authority flavin Jurisdiction (AW). This NOA shall not be, valid after the expiration date stated below. The Miami -Dade Courity Product Control Division (In Miami Dade County) and/or the AYJJ (inareas other than Miami Dade C!ounty) reserve the right to have, this product or Material tested fir quality assurance purposcs� If this product or material fails to perfarm:in the acceptod wariver, the nlanufiacturer will incur the oxpome of sucli testing and the AHJ may immediately revoke, modify, or suspend the use of °cuch product or material within theilr j urisdiction, BORA reserves, the light to revoke this acceptance, if it is detctmined b * y Miayni-VC adl� 'ounty ProCon duct trol Division that this product or material fails to meet the requirements of the applicable building code, This product is approved as described hercin, and has been designed to comply with the fligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION. GAF EverGuard TPO Singlefly Roofing System over Steel Decks. LABELING: Each unit shall bear as permanent label with the manufacturer's name or logo, city, stale ams� following Mattment; "Miami -Dade County Product ContTol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has beeti filed and there hats 16CCri T11L) change in the, applicable building code negatively affecting the performance of this prodmt, TIMMINATION-of this NOA will nccur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as, an endorsement of any prWoct, for sales, advertising or any other purpos" shall automatically tenninate this NOA. Failure to comply with anyscction of this NOA shall because. for termination and removal of NOA. ADVERTISEMENT: "Elie NOA number preceded ky the wordsNliami-Dadc County, Florida, and followed by the expiration date may be displayed it) advertising litcrature, If 4ny portion of the NOA is displayed, then it shall be done in its, cntireqr, tNSPECTION: A copy of this entire NOA shall bc provided to the user by the ininUfaCtUrCror it,, distributors arid shall be available for inspection at the job site at the request of the Building Official, This NOA consists of pages I through S. 'I'lic submitted docurricritation wasreviewed by Frank Zuloaga, RRC'. NOAN6: 02,0507JI Expiration Date: 07113108 Approval Date- 07/1770:1 Page'I of a 8XUV.U901 Fire Resistance Ratings - ANSI/UL 263 Devign No, U901, October 26, 1998 Bearing Wall Rating - 4 fM No. sibearing Wall Rating - 4 HR. it Q2 sa a. A. ..................... A 4q 'A 1. Concrete Blocks' - Various designs, Classincation 5-4 (4 hr)'. Soo Conmain Blmkratanstory for lints of eligible manufacturers, 2. Mortar - Mocks W4 in U1 baser *f mrtmr, nom. SIP in. tWck, of not Iffls than �-114 and not Mom than i-1/2 patA-N of cleat) aharip 50"d to I Patt Portland cement (pr6pottioned by volu rne) and not more than 50 parcent hydrated iime (by Cement VcAume), Vertical joln� staggered, 3. ftrtland Cament Stucco or GypNum Plaster - 9 used, add 1/2 hr, W Classification. 4. L0000 MmonrV Fitt If all Coro Space-, are til ed -t,41th loose dry expodod 141ag, thirried day or�hale (rotary Un process), ,Yater repellant varmicuhNu. masonry fill Insulation, or s1kcsno- meati --d porlibil loone fill ln^�jlatinn, Clam 0-2 (2. hr) or C-3 (3 hr) concreto blix.ks will pr*vide a 4 hr fire reils"nce ratting. ,13e0fing the UL Classlffcabon Mark The appearnincool'a rompii�tiy'i name orproduct. in this data base doos not.in 9ioldentiflod have boen manufactumd undar UL'% Follow -Up Service, only tho,.% praduets bebting the UL Marl< 0ould be considered to be Ustsd and covered Linder UL's F-,,>1l,>vi-Up ,ervlce, Always look for the MadOn the pr-oduct, UL permit& the coproduction of the matedal contained in the Online Certification Diwror'i subject w the wndfflons: 1. The Gwde lift-mration, Desdgms and/or listings (files) musit be prmented in thelrentkety and in a nen-mj!;I"ding manner, vithout any rnanipulation of the data (or draviings), 2. The stat,!I"nt Maprintad from the Online certifications 0111(xwry uvith pwryli%Jori froM Undorwitera Wboiratorie, Inc." must appear adjacent to the extrmzted rnatedal. In addition, the repmted piatenal must include a copyrlghit notice In the ft-,,11<mifxj rvrmat; 2007 undorwrltlot � Ulbornwriea Tnc,A, *7 BXUV.U901. N.T.S. 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax ....................407-875-3276 Website ........ www.scoftarchitects.com License Number ........ SL#AAC001 155 @ copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT IPROJECT TITLE SEAL 20 7 T 17 T Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE I DESCRIPTION SHEET# Uj dETAIL T.P.O. RD O.A. c _= 3 O C O m y Y N E o w a +_ y0, ) 0 ° O 8 rn>�o c m •� c 0'0 a6 N N CU W O �0 L O'er O ` O N rn� 4 c - 3 CW 0a 0.0 e_ O U 0 ccoI-•C ,Q E a••. 0 O LO N QI O -0 N '� c O = 80 nm 0 _ ar CU .0 M zn°.6o- a) U D N aL CU += j y a7 0 g C a) >+ >O O O C c� o c o 3 ° 3go� 0 CO 0 m c In E � 0 U O CO =u�FFCD c t C $Pr°0 ca aOcclr Cr In ° 0 o m m y;5 a0 E.0gro $ o M O N y c � .o °1 •aa U) Eo U � U 0 In M _ > Q 2 6 C L 2 CL c meCDm O1 C O :M 75 0 $ a c co Q �. co L m" c m$a3a�3 co`� .000 ti - oak$ _O a) � as m ar �L-aaas E 3 8 as°0E ar 0 m o m ° -ter o' c Q $ y 03 Q f0 = t O 'C C Cc M CL 07 ago€Q 8m`L n -6 azo°� H p C N C CO O $ L U a)�.2 +L+ 7 a Q W'$ 0 O ° M C E c co $ E8 a3 $ .. O 'C7 •- U D C N ~ O C N c 3 a) 0 O N >+ y io0W' 2 'O X a) c as m ` ' L- 15 - U y C 0 0 m to as rn C U as n cYo :'-' Q t V to U r_ C as •- Q m :c >, > 4 N °ti 0EVc0,3 Mrn$ ,� v CO i .O O W .0 a) U 0 H •o ° .. C L c 0 10 U to E c @ 0 O N � C U .p O � m _ }, z N 0 U O M c rn 'O N D as , > q- r- o 0-0 C C U N v oa7 0 47 -:R p � 2 o w C CL 0 E > N C =•N M .r0m O C5 u)6 E Z rnO ca V C " r Q '3 c C ns 'o 8 Q "O•. ' U 04 N > N C O a7 C C O t3. 0 O L= coago- rn=c N 6 � t EM' -o .0 acs D a=i Z y c �MCL0 AT HEAD/SILa. CORNERS r } mac. ;3:� .fi �€ReE tsleeHoa^ ALUNITNUM '^'<^'I7f� r�"' SIDE OF JAMS E1 R ...... SE.. SHEETS 6 & 7 : L?R O4FAGk"'3' ''.` ). THIS SYSTEM MAY BE 11SE0 lh CONJUNCTION WITH OUTSWING ENTRANCE DOORS MODEL 20D & 350, THIS SHIM la NMT DATM FAR lI�lIACT $E£ SHEET 2 & 3 SEE .SRET i' v~ f Z fl u' # r N, _._.. N l ........-_._...,. u� 1 E 6 1 1 0 EE[ £ 3 04 t s £ £ 8CE 3I A ,I ,� E513. Sdy 1 i 1 a f- r^- 'Ey " c� B E' r s I 'S �I C. i kk 3 {{ t m� 4V 3 i i? ££ 3 t a 3 3 S G"• j = ! I1 i 27 I ri z SEE DOOR NOA OR DOOR RATINO 1, A3dQ A.S,S L7E" p 3 {r; i ti0 f7 MAX, ML,1LI.IQN SPAt k€uG �' <:.2" MAX "'1'r'', ^` ANCHORS <. ,•. ._. ,:....�.�.,..,.....W.W.. ,,`T>r$% Cii� THRF.EyAh.. a3ZS AT H "1 E F 4 �kraf ... � Mfr � MULL, €: ' . See w1E. x FOR va TY A UPICAL t�N, ALL STEEL W CONTACT WITH ,ALIJMi1°3''JM Tia SE PAW7ED OR PLATED, ALUMINUM STOREFRONT N.O.A. INFORMATION l ; ~1717 �7r=WrFn4r. r�r- x °f .., rtu i"ifAFS a 1 tI 1 Ir �.bt3..I a�,E•A ,,.� �, r. .4 . r s . a kaSi s e _6 �4 .St � sttna t: z� n•iD6 �� ache" c S 3 aar� rear 0 I3 s A Er is �i { y� vaawvr....+.....-+....._ cltta5t'�1c� nana, 1�a aD4cs3 ; W03-54 HULUON DESIGN L04LD CAPACITY ^ PSF NOMINAL DIMS, MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS ARE READ: CHARTS A$L,B�E Ga�ARtE FOLI,Oi'i5, LL ,.. .:. n,..,... ! CODE REQUIREMENTS Pi711' SAFEGUARDS MUST 13OBSERVED 17 f?E'rMRMINE f'ESa,£G'N HIND LOAD REOUIR:EM� KIT EK,wt? , EAI . ({ } INT. (^) ONWf�tO VEL�?Ck'k"r', 53.C15, HE'itDhr", 3Y!:ND 2G.Nt FOR ANY KIND OF CLASS BEING USED. US.ItO APP.IG LE ASCE 7 si'..V40A3tc. ................•.....•..-.......-..... .,.... ,.... .................... .........,, .1..1.........1..»..,,..,..,...,.,..,.,....,,,,.,..,,...,.,..........,», "a :S£E r��C?�. - ; TS 13rt SHEETS 2 sa 3 FOR 4ESIGN t.Oa.G 7 B ,f T 3�P^^ +y BTI# Irt 1' �d �B„ HU;RNI("Aaa - !410 t�R4Cl{, .T S S � E. H 0 I � 4 L4,, >» tY THE . 1A vl.t,?�` . , . E A A 3''r 3• E 4 9� 4€ 0 c.ES ,£,. GLASS SaMe:. ?CNE OF THE 2DT, FLORIDA BUILDINO CODE, _ taa,ct �_� , � ASCE ALSO I"Ok2 YdENtt Li3At35 f�: PER P,SL"E 7�i�, 23.5.,E 79.1 2.51.,E ; yS �1Ii „. � ..YtEuK c1ul.Lct. c, , a,C:'o' ro9a a GIVEN Ao.trc Acari :3 s^ f` ASCE 7 -98 lu REQUIRED aHY 3 R f�41Lf 1u BUILDING 0€7E. N rIr{^<'r SE9,i pis ,a 9d U G .,. 1,3 137,3 Slal~E" 4 FOP MJ'sa941+t$ 1533ai41fT 1piTERtJEDIa,T£, D^EtTRkZJAtTay,."a WG00 BUCKS BY OTHERS, MUST 8hAinCEIPROPERLY TO TRANSFER .LwA w FOR MUOr$ JrMH INTERMEDIATE ?�aRNTALS '''t` t_a,A S Tl- '.s. at ,R '�,� �, i V Im 4 4 SHOULD >;, CF 714E CAAtAC1T+' SH E.i.T3 ,Qv,G 7161{ %3 � .. 0 E £3�S£O SCA,,•, iGFIRS S ALLVi» . LISTED, SPACED AS SHOWN Jd aE"i41L5, _ d5 �a� �r ON ,EEs � : SELECT Aterc� OMT.ONh <si3~MCR EtiwELMEP77BASE MATERIAL SHALL �E t�1ru�WALL wrr� iE_s3GN�Ani€rD MPRF ?H� D�C�I.ti_OAn SPECIFIED DRESSING OR, STUCCO is SSP 1 Ma;'F, ALL STEEL W CONTACT WITH ,ALIJMi1°3''JM Tia SE PAW7ED OR PLATED, ALUMINUM STOREFRONT N.O.A. INFORMATION l ; ~1717 �7r=WrFn4r. r�r- x °f .., rtu i"ifAFS a 1 tI 1 Ir �.bt3..I a�,E•A ,,.� �, r. .4 . r s . a kaSi s e _6 �4 .St � sttna t: z� n•iD6 �� ache" c S 3 aar� rear 0 I3 s A Er is �i { y� vaawvr....+.....-+....._ cltta5t'�1c� nana, 1�a aD4cs3 ; W03-54 HULUON DESIGN L04LD CAPACITY ^ PSF NOMINAL DIMS, 11*PE 11141, TYPE INN, TYPE '',✓~t$' TePY WI€?T£'9 (Srj ' t"'It ASIS 4OG,y? EcT, (#) aNT_ (-j EAI . ({ } INT. (^) xr- £ # NT, {-j EXT, (+) INT. 2� "k2ti_a'_i 'k2i1<a 7211,0 1251; °�±! _ taa,ct 220,1 �. m 523.0 7.iQ,ta !,fr 137,3 1'2o.Q 120,0 120.0 42,777.4 r THE i?5 APACr"" SHOULD T?•3 I N LOADS T(3 THE �,'€• ;.1 T 9i � C GU £'>SEt7 E f2 C Ea ... ! CES. G L.4?a.C, 110,13 '20.0 120,13 48 72a 74,8 i:2o.4 124.0 -120.0 61.€ x _. 12010 120.0 '2010 x 120,0 117;0 120;D #8" X 2 120.0 120.0 72" x „_ 12010 X `2013 �a' _ x .. .., t 22.4 x 120 t1 24~ 105.8 1 aa.a 1 as 4 .29,�t 611,2 1200'y 320,10 Y" - ;.20.13 36. 7s: 120.0 124.0 __1 i0.13 N 42* 54.7 720,4 1204 120.11 4 . 78, X 120,0 109.3 120.0 54~ x 11.32 701,1 1240 fi0" X 1{36,8 95,3 „ 120.0 M X102 4 x 120.0 72" x _ .9919 _._ x 1204 24 9D,6 1270 200 12130 X, i 73,8 12D 0 .......... M... 1203:0 µ 38 i 82,7 i 2010 _ i 17 0 a 213.4 42~ d4" 48, v5.0- 11x:0 1L2i- 120.97 Y T 103.5 92.4 120, 54~ x 55.1 64,9 12010 x x8910 24" X 120'a 65" ? .............. x a4.6 ........ .............. X 120.0 t4" 78.4 120.0 120.0 120,0 x 52.4 39R X 96` 542 11.3.2 101,1 m IMO 42' 9v' X 0010 WA taro 46 x 68,8 7913 920,0 54~ X 81,2 120,0 80~ X 78,5 _........... x !20,0 24" 419 9 arD a 42L.0 2aA i1710 ....• 104.5._... 1204 36" 47.3 98.9 a813 120,0 42* 43*�m%�77 S3 8 v 20.E �a4 X . , , 70,2 w6# x ,._. "85 Bfi~ ........,,...... X .1_.._111,". 68.01 _.,.m,,..m x .m. .........: 109,? 24 5915 1217.0 111.5 12€),0 30" 46.8 1.03.2 913.3 »» 20:0 36" tui~ 4" X ?5183 £08.7 120.0 7X1:0 4ti X 67.5 x 1iik,1 54" x 61.3 x 143.6 24 50.4 Ili.? 037 124.4 36 407 9118 7518 120,D 36" 6 X, 77,3 644 120.0 42 x ir7 2 8` A 110 3 48" t �^ 59.'1 _ x :►8 4 54" r .. __ X .._.-„-,..,,,_.,..._,� 54.1 X x t Y 7A Iw 1 57A„ 1 ° s• MULLION LOAD CHARTS FOR DULLS WITHOUT INTERMEDIATE HORIZONTALS W1GY�..,, WIDTH (W) - 2 f l MULtJON DEStOt4 LOAD CAPACITY •- P8F DIMS. 'MI, TYPE{ TePY TYPE9 TSyi t ' SNNp'SGsy F:�44,5 Ex} WT, nta EXT, W INT,(; . _" . tx (k t4 ;Nr, 24~ 1WlYRS .i eUilr�,.r ,: 1016 791t 12410 .NOMINAL a.:: a�EIGHr J5 ,1G CHARTS 0-4H�4E 3 r�„TI I92E 1 r REvl41L:N4 SL1kLR, G SiLaE< 8112 624,2 1200 36, r THE i?5 APACr"" SHOULD T?•3 I N LOADS T(3 THE �,'€• ;.1 T 9i � C GU £'>SEt7 E f2 C Ea ... ! CES. G L.4?a.C, ~CH'GRS SHALL BE AS LST ELSPACED � SHOWN USING ~,A0N 4 �� ON CET4iLSi' .E7S 5EL£G" ANCHOR OPT -314 4. 42 x 51.5 X 93 2 48'x 53.9 x 133.0 24" 3S,G 56,1 88.0 120.0 3£f" 285 615#s3 108.6 56.3. 48,3 aLs 42" X 5718 4E" x 45,z x 70,5 „4" .� k 4,s x : 9 s 1 30" B 36" ; 1ys x x 59:9 x 9.,8 54 4 X 78,5 42., x 43,7 X DZ3.S 24' ? x 54,5 X 104,6 30" 35, 1327 X _..,_ x417 5216! _: , X Ys 81.2 58,3 42' x x 3?.A .".. x ..m........ ,.. w .._. 59,2 24~ i k58.4 x 68,1 30" 138" ......... x _1111,,-. 45,4 , x 4 36~ x 3A 1 X 5#.s 42" I X 33,0 x iT 24" X ---------- 44,5 X 7T,5 33' 14.4" k 3:5,1 x sa.a i `,S x 52.4 39R X t Y 7A Iw 1 57A„ 1 ° s• MULLION LOAD CHARTS FOR DULLS WITHOUT INTERMEDIATE HORIZONTALS W1GY�..,, WIDTH (W) - 2 f l srR3�CTut Es i!N 1 551 C,.4N, $ Pt8tsdaVCr REVISED Sa CD3�isx with cls 3lla r L3� £ � I 4x : 1 f Idr14a: SEP 1.12003 ON *NDt 3CFr'r, SLDG. t5E!GHT, WIND ZONE. FOR ANY KIND t"3F GLASS BEING USED. USING At PLIC &E ASCE 7 S'1MICIAPD, _-... srS CHARTS cis sloe 2 � s rc�a VSs{cls aa� 1WlYRS .i eUilr�,.r {T/a� ...... s 1 '.`03-54! 54 5 SEE SrIE6-T.2 Sc a # I SEE SHEET 2 & 3 SEs SHEET 2 ac 3 S" us 2 1.2>, M? [ a r i f i a E1` ��Z � € r W3, 1(^^ yy �, G..;7. 3 f E € i � 'M 33 £ { f r +¢7 f 3 3 t �yy 3 i F l`F f 11 � B 3 3 E ' y �5 lK , 3 .. s ;r,[3 us , r: 1 is E lid �3 B € l : a •C •`i r E +f7 I t r E i £ 1: J__ E ✓ 1 t i ti {fI 1 1 i k SEE t1a71)ta NOA !' FOR 'DOOR RAIIN1 k 3 f 1 11722' aETAJt.s i f 1 1 „ a_.,. ,. �. .. ...._,_�.........._..._ _._....y_-. .. t .. _ � ..... _... _ .1111, �. 3" MAX,Trp, � I Y ..�•..f.+.�.j .,nt..C.._...., 3 rs- : MAX, MlUii.ah -,k-SPAC1`• \, SEE 1'3.3°{1>, 4 3c 5 I E i 2 hdt�3c i1 a3. 1111 .._....�. ...... .. '". 7' #4 4� THREE ANcHiR-S. AT „ J F E T ER.,w _Its tJ. vhal..i. "M3C3 5>�t A HEAt9 ..9L", OR THREE ANCHORS / [ n " n S r " 7 P EE 5HF"'xn do FSR A:�,{Y !p £ CAPACITY :.t wG €3r aaMrs I ALU 1'LUti t,' E ` 1UpU'�1' 1A 3111 _..��. H_. LVED SE Sa13~r*s e r� 7 roc? CA;RAck;�� THIS SYSTEM MAY BE USED IN CONJUNCTION WITH OUTSWtNG ENTRANCE DOORS MODEL 20D &•350, THIS SY'STEtI 1S NqT RATED Fn R M PACT F I 19 c ns 1 uQ , s�trcl+v. Flada 432 a "r dY 41 with alsa a•dterlf9� 253 Mutt€ t a4t h Iy k 5 �o1lr li3 ' 'f.9EtsL`i. t�fA k tf ftklova DNAG no, l�ltatkn �' �r�4trr tk¢Si W03-54 YKK AP America I:nc. 5. Test rar.1 om; on 1) Air Infiltration Test, per FBC, TAS 202-94 2.) Lhiiforni Static Air 1`'rc,"m-c Test, I oading cS 202.94 3) Forced Entry Test, per F -B(' 36012 (h) and 'TAS 202-94 along with rt3auked-up dnawings and installation diagram of specimen 0.2 (eleva ioii C.1) YES45 FS storerront with 35D doors, prepared by Hurricane Tt:st. Lahorattnjr, Inc., Test Report No, HTI,-0231-03061.03, dated 31,10-111,1013, signed and Scaled by trims J, 'Abraham, RE, 6. Test repoils art 1) Air Infiltration Test, per FE3C, TAS 202-94 2) Uniloru^ Static°. Air Pressure Test, Loading per FBC TAS 2,02.194 3. Forced EntryTest, est, per r�BC 3603.2 (13) kind TAS 202-•94 along wilb mark -ed -up drawings and installation diagram of sl'3 cimea1 #1 (clevyation D) Y ES45 F S storcfront. with, 201) door, prepared btiF ffunicaae ")'est Laboratory, Inc.. Test Report 1' o..HTL-0231"052.;3~03, dated 5114003, signed and seaaled by Vino 1. Abraham, RE. C.A CALC[JLA.'i'r.C11'','S 1. Anchor Calculations and Stroctural Analysis, prepared by A1-Ftaroocl Corporation, dated November 1.2, 20011, signed and sealed by :C uniaayoun Farooq, RE. Complies, with A5`1TIN :1:x.1 130 04)8, 1). QUALITY ASSURANCE L 1Vliann Dade .Building Code Compliance, CWic e ( 13CCO). E. N1d%`IERI AI. CERTIFICATIONS RTIFIC AT.IO S 1. Nom F. STATEMENTS 1. Statement letter of Iwonform attce, elated hmuary 23s 200:3; signed and scaled by Humayoun Fsarom], P.E, 2. Statement tetter of no financial interest, dated January 23, 2003, Sipped and sealed by flumayoun Farooq, RE, G. OTIIER. L Notice of Acceptance No, 03.01801.03, issncd to YKK t" P Arnerica-Inc. for t:hei:ry Series "YES S X35 ES" Altonit'IEam F.hi h Glued Storefront `i;ystern, approved, on 08029/03 and expiring €1n 08/07108, hllatrucl et�x, i� % Product Ctsntrot 1+:xa NOA No 03A801A4 Expiration bate:: August 017, 2€s08 ry AartrD3 val #)fate: October 23, 2001 XKK AP America Inc. NOTICE OF ACCd EVrA NC E: EVIDF NC's: SURMITT A. DRAWINGS 1. Aylanufaac,turer.:s diva drawings and ,ecri.on,3 . Drawing No. W03-54, titled "NTS 45E -S Alum. Flush Olizo Storefront. Sys,". Sheets I thivugh 10 of 101, dated 0711.81037 with revision fA. dated 9/i,V03, prepated by Al y� (� Fare>oq Corporat on, signed. argil .led day f--urnayoun ;Fiirooq, 1P,E. B. T 9�S'TS 1. ']Tegtreports on. -1) Air Infiltration Test, pa,rPA 202-94 2) Uniform Static; Air Pressure 17e,t, Loading per PA 202-94 3) Wafter Resistance :e Test, per l" 1 20 2.94 along with installation diaeL;ram of an aluminum flush glazed storefront system S` 0" high x 4'0" mullion spading, prepared by National Certified 'Testing Laboratories. Test ReNrt No. NC'.TL-210-1877-1,2,3 (8), dated 0169124/96, signed and sealed by Barry D. Portnoy, .E, Tests done underpreviorss upprovill (945- 1029.ki) 2. Test m pol:ls on 1) Air lnfi ltra:tton ')'est, per FBC°, 'IAS 202-94 2) Uniform Staattc. Air Pressure .lest, Loading per FBC TAS '2012-94 3) Forced Entry Test. per ITC 36103.2 (I3) and TAS 202-94 along with marked -tip drawings and installation diagtalra of. Spec.itzaen #4 (ele�saition =A) 'e ES45 FS storefront. with 35D doors, prepared by 1•turric ane. Test. Laboratory, Inc., Test. Report No, IffL-02)310710-02, dated 3319102, signcd and, ,haled by Vinu J. Abraham, P.E. 3. #`est reports an 1) Air Infiltration Teat, perFBC, TAS 202-% 2) lJn1forrn Static Air f'resstlre Icst, Loading pe -r FITC TAS :.612•'94 3) Forced Entry'Fest, per FSC 3603." (b) and. TAS 202-94 along with marked -up drawings and installation diagram of specin-w a #1 (elevation S) YF -S t.5 F a storefront with 35D doors, prepared by Ilaarrica.ne'rest Laboratory, Inc:., Test stent No. I1T1d~0231-0402.0 *,. dated 4/1103 signed ind sealed 131+ Vi nu t, AbrWimn, RE. 4. Test repom can 1) Air Infiltration 'rest, per FSC, TAS 202-94 21 Uniform Static Air Test, Loading per FBC TAS : 202-94 3) Porc;ed Entry) Tent, per FTIC 36012. (1)) aand.'ITAS 202-94 along with rnnar'kcd-1x13 draNvings and installation diagram of'spechnen #2. (cicwaaticon C') YE.S45 FS storel"rntlt with 351,) doors, prepared by Hu icane Test. Laboratory, Inc., Test Report No. HTII..4231-0306=03, dated 3110-11/03, signed andsealed by A inti J, Abraaba m, R.E. ................ _ : lanuel Per P radtwt Control U ntl ..r OA No 03 .ria F.%piraEttton:,I)a3te:.ri11pit07,209 Appr oral late:: October 23, 2003 E-1 ltdt € A M i•DADE NIJ hlMI-DADA c�OUNI lY, t'"t ORI' A Z Y,`x 1 1 tt,tt3,�a)�:rr.,.at:.t.Etct a.tLt3Iwatt 81E11,DrtiG 3t`t)1?F CONIPLIANCE () 140 WE ST FIA=* nREt;:T.SUIT E 160 r*7t0t31rt:"I +LU"a'.l`p.t7T„ I3iS.i€'3N Mtl.Aiitil:, iRitAA 331X-1563 y. 1;It3. } 3175 'y,tttEl F<''t}% t?ib5Y ;3'T5.."!4I7g NOTICE OF ACCEPT NCF (NOA. YKK AI`t:A nwr"lC°#a Inc" 56301 Gwaltney 1)riva tAtitrntra.,> GLA 30340 sa :i vp. .1 ifi. s NOA 3S 1szrx` 3n issued csfurt3zapplicable rde s nnd regulations governing t11i u� . :. ,.3r ast ruati3n rrlaata:riaLtso The to adocuLrDe n r' oaa saabataitted l�cn has s . >v' r c. tc.w wcl 11= l�Ct a County axrxJ«i�aade. C'c.aanty ProductControlDivision 21211 <�Ic�c ted y by the Board of Rules and ApIvaats (SUR,} to be used in N ialni Dade County and rattler areas w.hem , by the, attaratl HAving lara5 dretlin (AM), 7 This NOA 21121.1 not be vaalld after the expia'aLirst3 elate stated below, Tlae:�liarni-acrd; Ccrtsss;Y ,PrcDi11ir1Tt Cd3aa'tresl n" a^�L,Lun i1131v1:ia:Lrli I)ad < . > County) >°}} arrlcllor ait4r AW T4,1 (113.am-as c3€111:r tilatla l'wtitalraa Dade £•cltrratw) ra.rve the right to have tlta°. o m rrsJ'3lct or n3aterial tested tr <es If this : resdr7u€ ::3r trlaterial f t `tial (3 r°fn D in quality 733 13 the acceptedtier> al: manufacturer will incur €h� eae of such. Te"r3nv anti %ILl amv immedliately mvokt, za€ Wify, or smpD:nd tate ase of Such Product or ixtaterial vsitlrin their jual.sdretlon. k3ORA resery s aha: right. to te'lvole, this acceptance, it it is dete-rrrainodl by l`vtiaanai-Dade county PrWuct Control Division that this product or road ria 4aiIs 13 g code. e 1 , t. 3a1�ct II1a ra�.lallreax€eants of tine applicable buildErss, t,lsdt.. This prtsricrc€ i5 approved as 41esc^rbc'ct heroin, and 1125 13tc3a dt:.sig,t3a:tl to cor1t1s1Y ivitla the 1tlgla Velocity 1-1tai•ri>~aa13e Zone of the pIori1 a Bnildi:ng C" xle:,. DESC RII? ION: Series ss'VES 45 FS" Aluminum Flush Glazed Storefront System APPROVAL 00CiI TENT: Eh4twltiu"a; No. W03-54, tic lcd Scries "YES 45 F.S" :•Altarrair urn F s.,h 0274(1 Storefront '� • • 7 r , - r ' 5 � a rat SyUtetn, slat<d�ts 1 tlnac3tak,h 1E} c31 t.t.< datsrd i?'70'ti,6t33, with as^aasrcllrt A dated _1t l giO3,13rt313ar•4sC1 by r?,1_ R 13arc'ost Corporation, stgns.d. and SeAled by IlraalEnayc3aL91 .lTaacarsq, P_E,<leariug tla4: Niiatnai-l?atie County l'r'acitrt:€ Control Revisian stanafs v .at a the N'tstfcz~ of rAer;t»pt'atac:4: rat'D.uabtr and expiration date by the Miaarni-:{:):cele "t:c3r9:rtty Product Control 1?avyasic3aa. MI4Sia, Il4il'.hE. T R,&Tl"NFx: None LABELING: 1,1NG: Paac is unit shall bean- as permanent label with tl3i tnun'u's'aeturex`y name or logo, city, state and fol cvrr s ar tnt; 'Vlsati-T)adr. "o iaty l-VladaLtit C°c3litr'al Approved". taL91:;rss e'Licca wisz:. ucrtet lrers;ia3. 2 RENEWAL of €111;; t*it)A s11a1 l he ,„.nn:;a:det'ed after a nsrzewa€ aapl?l:lcaticvtl laa:.letn filed and tb:re has, been no change in theapplicable building ccoe a£,:galrvyety Uffc sting the per€`urinance of this prcx tact. TE'I>i"4 IN.r'A'1"ION :)f this NOA will owur after the expiration date or if tbeL:e has, been « my<ision or c•:haa.nge in the, matOdarls, rise, aszacflor manuftaeture of die prc4ar1:t: or pft of s,1`a9isAse of dais :,NIOA a an vraalcyt'4ca31 xat a ituyy product, for Stales, adv ordkng or a ny ot:( ar purposes slaaii autoniaatic.aally terminate this NOA. Failum to 1 Comply whip my i tk)n cW th15 .W)ak shall be cause #'tat• aerinination and removal of NOA, A13VERTLSIi:Ily1NNT: The NOA number pace -ed bN the warcit )wliami-1'3acle County. Florida, and followed by the, expiration date may tx displaaycd in advertising literatureif any portion of tho NOA is displayed, €)reit it shall be done rat its untlrety, INSPECTION.R A copy of this entire N€:?A4 s13a1.1 13e. lard ,ysdtrAt to the tasca• by the lnartlul'acturea' ar at4 t1i%trbdsturs e av - ., and shall. -. b1 a 2171<t131c t13r alspec.t szn art. €:be)tsl7 -its at t.hc; re quest of the Buildin Offic4d. ,. 't'Iats € C A rev1 N'l.iE. #03-0801.03 n : ' f7 Ci consists 4 . at:ac t.srisa..t:, 01 this v' <> paM1, t sza3cl c tcl�slct. l�b:~.s f.,�l anci l..::., ,as �tc:ll as r. , e ii ov al doe -u 3 rt f r ' . pp t te..t tent)) €ted a3hifiv�w. °I`1ae sdalsrlaittedcmtatortatiarwas reviewed by IVIar%rael Perez, 13'.x•. 3 i'#Oet<'!rs %i 03-itatsfl.t.C' Expiration Date: t sr 1 7> «€lR 4 ApprovalDate: £:actaslacr ' � Wil_ i Page 1. 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 6 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 20 7 E 17 Kimber)Y Y Sue Day, AIA FL. REG. # AR0091738 l�1� MIAMI -FADE COUNT' (APPROVED IMPACT RESISTANT Q$E w^at�RTS AS F4L QhS. SHUTTERS ARE :REQD. w......_ CODE REQUIREMENTS FOR SAFEGUARDSlvlt) MUST BE OBSERVED C."ItAIa NEs CC:OICN WINO LOAD RECra, RCmE+iT SASED ON *NDt 3CFr'r, SLDG. t5E!GHT, WIND ZONE. FOR ANY KIND t"3F GLASS BEING USED. USING At PLIC &E ASCE 7 S'1MICIAPD, _-... srS CHARTS cis sloe 2 � s rc�a VSs{cls aa� r n; T.'fS`i 1,{t� T �t [�.+, yY. � �t�YT 5YL1 1� 1" i.�V !, L1Y 3.161., PRODUCT N t,.f k :' 'aYr` '€"... Yrs Yfir E'�: P61: .... ?'i ) ' � ["iLF.,�.G,Mi�L. ��dl i�€"� t'1� DESIRED 4 E EI«� G �E �Ea Gi.ASS SIZE. IS ZONE 3r "HE 2001 FLORIDA S i?O .N Dq:wr . r 3 f' r•4 Et" ,.J.a G . hi A IN ANO AL3Gr FOR `Ili+ °x ;Y A 6 A :r� 3 7 ..,a 292 4 327 LOADS �' S 53 ASC ,.�aL,..� a.:: a�EIGHr J5 ,1G CHARTS 0-4H�4E 3 r�„TI I92E 1 r REvl41L:N4 SL1kLR, G SiLaE< SHEE 4 FOR MUL.LJONS '•Val`r1OVF INTERMEDATE Iz139'7ONTALS 49CD BUCKS BY OTHERS, MUST ANCHOREDFJ2~0 PROPERLY � E „ FOR MULLIONS WITH .tT,rrE ATE Hrry2N Aas r THE i?5 APACr"" SHOULD T?•3 I N LOADS T(3 THE �,'€• ;.1 T 9i � C GU £'>SEt7 E f2 C Ea ... ! CES. G L.4?a.C, ~CH'GRS SHALL BE AS LST ELSPACED � SHOWN USING ~,A0N 4 �� ON CET4iLSi' .E7S 5EL£G" ANCHOR OPT -314 4. ANCHOR �r�� y�rytt J p�l�Lh4���;SHALLaa�w yL��^�Y�6f„ �lrF': p�€31t M : TCB3l ..s ..7 DESIGN LOAD J1'`EOF:ED DRESSING €;7:R' SLJCCO" IN.:, STEP 1 Ata WE, A41L SEL, iN CONTACT WITH. ALUMINUM. To BE P;4 NTED OR PLATED. F I 19 c ns 1 uQ , s�trcl+v. Flada 432 a "r dY 41 with alsa a•dterlf9� 253 Mutt€ t a4t h Iy k 5 �o1lr li3 ' 'f.9EtsL`i. t�fA k tf ftklova DNAG no, l�ltatkn �' �r�4trr tk¢Si W03-54 YKK AP America I:nc. 5. Test rar.1 om; on 1) Air Infiltration Test, per FBC, TAS 202-94 2.) Lhiiforni Static Air 1`'rc,"m-c Test, I oading cS 202.94 3) Forced Entry Test, per F -B(' 36012 (h) and 'TAS 202-94 along with rt3auked-up dnawings and installation diagram of specimen 0.2 (eleva ioii C.1) YES45 FS storerront with 35D doors, prepared by Hurricane Tt:st. Lahorattnjr, Inc., Test Report No, HTI,-0231-03061.03, dated 31,10-111,1013, signed and Scaled by trims J, 'Abraham, RE, 6. Test repoils art 1) Air Infiltration Test, per FE3C, TAS 202-94 2) Uniloru^ Static°. Air Pressure Test, Loading per FBC TAS 2,02.194 3. Forced EntryTest, est, per r�BC 3603.2 (13) kind TAS 202-•94 along wilb mark -ed -up drawings and installation diagram of sl'3 cimea1 #1 (clevyation D) Y ES45 F S storcfront. with, 201) door, prepared btiF ffunicaae ")'est Laboratory, Inc.. Test Report 1' o..HTL-0231"052.;3~03, dated 5114003, signed and seaaled by Vino 1. Abraham, RE. C.A CALC[JLA.'i'r.C11'','S 1. Anchor Calculations and Stroctural Analysis, prepared by A1-Ftaroocl Corporation, dated November 1.2, 20011, signed and sealed by :C uniaayoun Farooq, RE. Complies, with A5`1TIN :1:x.1 130 04)8, 1). QUALITY ASSURANCE L 1Vliann Dade .Building Code Compliance, CWic e ( 13CCO). E. N1d%`IERI AI. CERTIFICATIONS RTIFIC AT.IO S 1. Nom F. STATEMENTS 1. Statement letter of Iwonform attce, elated hmuary 23s 200:3; signed and scaled by Humayoun Fsarom], P.E, 2. Statement tetter of no financial interest, dated January 23, 2003, Sipped and sealed by flumayoun Farooq, RE, G. OTIIER. L Notice of Acceptance No, 03.01801.03, issncd to YKK t" P Arnerica-Inc. for t:hei:ry Series "YES S X35 ES" Altonit'IEam F.hi h Glued Storefront `i;ystern, approved, on 08029/03 and expiring €1n 08/07108, hllatrucl et�x, i� % Product Ctsntrot 1+:xa NOA No 03A801A4 Expiration bate:: August 017, 2€s08 ry AartrD3 val #)fate: October 23, 2001 XKK AP America Inc. NOTICE OF ACCd EVrA NC E: EVIDF NC's: SURMITT A. DRAWINGS 1. Aylanufaac,turer.:s diva drawings and ,ecri.on,3 . Drawing No. W03-54, titled "NTS 45E -S Alum. Flush Olizo Storefront. Sys,". Sheets I thivugh 10 of 101, dated 0711.81037 with revision fA. dated 9/i,V03, prepated by Al y� (� Fare>oq Corporat on, signed. argil .led day f--urnayoun ;Fiirooq, 1P,E. B. T 9�S'TS 1. ']Tegtreports on. -1) Air Infiltration Test, pa,rPA 202-94 2) Uniform Static; Air Pressure 17e,t, Loading per PA 202-94 3) Wafter Resistance :e Test, per l" 1 20 2.94 along with installation diaeL;ram of an aluminum flush glazed storefront system S` 0" high x 4'0" mullion spading, prepared by National Certified 'Testing Laboratories. Test ReNrt No. NC'.TL-210-1877-1,2,3 (8), dated 0169124/96, signed and sealed by Barry D. Portnoy, .E, Tests done underpreviorss upprovill (945- 1029.ki) 2. Test m pol:ls on 1) Air lnfi ltra:tton ')'est, per FBC°, 'IAS 202-94 2) Uniform Staattc. Air Pressure .lest, Loading per FBC TAS '2012-94 3) Forced Entry Test. per ITC 36103.2 (I3) and TAS 202-94 along with marked -tip drawings and installation diagtalra of. Spec.itzaen #4 (ele�saition =A) 'e ES45 FS storefront. with 35D doors, prepared by 1•turric ane. Test. Laboratory, Inc., Test. Report No, IffL-02)310710-02, dated 3319102, signcd and, ,haled by Vinu J. Abraham, P.E. 3. #`est reports an 1) Air Infiltration Teat, perFBC, TAS 202-% 2) lJn1forrn Static Air f'resstlre Icst, Loading pe -r FITC TAS :.612•'94 3) Forced Entry'Fest, per FSC 3603." (b) and. TAS 202-94 along with marked -up drawings and installation diagram of specin-w a #1 (elevation S) YF -S t.5 F a storefront with 35D doors, prepared by Ilaarrica.ne'rest Laboratory, Inc:., Test stent No. I1T1d~0231-0402.0 *,. dated 4/1103 signed ind sealed 131+ Vi nu t, AbrWimn, RE. 4. Test repom can 1) Air Infiltration 'rest, per FSC, TAS 202-94 21 Uniform Static Air Test, Loading per FBC TAS : 202-94 3) Porc;ed Entry) Tent, per FTIC 36012. (1)) aand.'ITAS 202-94 along with rnnar'kcd-1x13 draNvings and installation diagram of'spechnen #2. (cicwaaticon C') YE.S45 FS storel"rntlt with 351,) doors, prepared by Hu icane Test. Laboratory, Inc., Test Report No. HTII..4231-0306=03, dated 3110-11/03, signed andsealed by A inti J, Abraaba m, R.E. ................ _ : lanuel Per P radtwt Control U ntl ..r OA No 03 .ria F.%piraEttton:,I)a3te:.ri11pit07,209 Appr oral late:: October 23, 2003 E-1 ltdt € A M i•DADE NIJ hlMI-DADA c�OUNI lY, t'"t ORI' A Z Y,`x 1 1 tt,tt3,�a)�:rr.,.at:.t.Etct a.tLt3Iwatt 81E11,DrtiG 3t`t)1?F CONIPLIANCE () 140 WE ST FIA=* nREt;:T.SUIT E 160 r*7t0t31rt:"I +LU"a'.l`p.t7T„ I3iS.i€'3N Mtl.Aiitil:, iRitAA 331X-1563 y. 1;It3. } 3175 'y,tttEl F<''t}% t?ib5Y ;3'T5.."!4I7g NOTICE OF ACCEPT NCF (NOA. YKK AI`t:A nwr"lC°#a Inc" 56301 Gwaltney 1)riva tAtitrntra.,> GLA 30340 sa :i vp. .1 ifi. s NOA 3S 1szrx` 3n issued csfurt3zapplicable rde s nnd regulations governing t11i u� . :. ,.3r ast ruati3n rrlaata:riaLtso The to adocuLrDe n r' oaa saabataitted l�cn has s . >v' r c. tc.w wcl 11= l�Ct a County axrxJ«i�aade. C'c.aanty ProductControlDivision 21211 <�Ic�c ted y by the Board of Rules and ApIvaats (SUR,} to be used in N ialni Dade County and rattler areas w.hem , by the, attaratl HAving lara5 dretlin (AM), 7 This NOA 21121.1 not be vaalld after the expia'aLirst3 elate stated below, Tlae:�liarni-acrd; Ccrtsss;Y ,PrcDi11ir1Tt Cd3aa'tresl n" a^�L,Lun i1131v1:ia:Lrli I)ad < . > County) >°}} arrlcllor ait4r AW T4,1 (113.am-as c3€111:r tilatla l'wtitalraa Dade £•cltrratw) ra.rve the right to have tlta°. o m rrsJ'3lct or n3aterial tested tr <es If this : resdr7u€ ::3r trlaterial f t `tial (3 r°fn D in quality 733 13 the acceptedtier> al: manufacturer will incur €h� eae of such. Te"r3nv anti %ILl amv immedliately mvokt, za€ Wify, or smpD:nd tate ase of Such Product or ixtaterial vsitlrin their jual.sdretlon. k3ORA resery s aha: right. to te'lvole, this acceptance, it it is dete-rrrainodl by l`vtiaanai-Dade county PrWuct Control Division that this product or road ria 4aiIs 13 g code. e 1 , t. 3a1�ct II1a ra�.lallreax€eants of tine applicable buildErss, t,lsdt.. This prtsricrc€ i5 approved as 41esc^rbc'ct heroin, and 1125 13tc3a dt:.sig,t3a:tl to cor1t1s1Y ivitla the 1tlgla Velocity 1-1tai•ri>~aa13e Zone of the pIori1 a Bnildi:ng C" xle:,. DESC RII? ION: Series ss'VES 45 FS" Aluminum Flush Glazed Storefront System APPROVAL 00CiI TENT: Eh4twltiu"a; No. W03-54, tic lcd Scries "YES 45 F.S" :•Altarrair urn F s.,h 0274(1 Storefront '� • • 7 r , - r ' 5 � a rat SyUtetn, slat<d�ts 1 tlnac3tak,h 1E} c31 t.t.< datsrd i?'70'ti,6t33, with as^aasrcllrt A dated _1t l giO3,13rt313ar•4sC1 by r?,1_ R 13arc'ost Corporation, stgns.d. and SeAled by IlraalEnayc3aL91 .lTaacarsq, P_E,<leariug tla4: Niiatnai-l?atie County l'r'acitrt:€ Control Revisian stanafs v .at a the N'tstfcz~ of rAer;t»pt'atac:4: rat'D.uabtr and expiration date by the Miaarni-:{:):cele "t:c3r9:rtty Product Control 1?avyasic3aa. MI4Sia, Il4il'.hE. T R,&Tl"NFx: None LABELING: 1,1NG: Paac is unit shall bean- as permanent label with tl3i tnun'u's'aeturex`y name or logo, city, state and fol cvrr s ar tnt; 'Vlsati-T)adr. "o iaty l-VladaLtit C°c3litr'al Approved". taL91:;rss e'Licca wisz:. ucrtet lrers;ia3. 2 RENEWAL of €111;; t*it)A s11a1 l he ,„.nn:;a:det'ed after a nsrzewa€ aapl?l:lcaticvtl laa:.letn filed and tb:re has, been no change in theapplicable building ccoe a£,:galrvyety Uffc sting the per€`urinance of this prcx tact. TE'I>i"4 IN.r'A'1"ION :)f this NOA will owur after the expiration date or if tbeL:e has, been « my<ision or c•:haa.nge in the, matOdarls, rise, aszacflor manuftaeture of die prc4ar1:t: or pft of s,1`a9isAse of dais :,NIOA a an vraalcyt'4ca31 xat a ituyy product, for Stales, adv ordkng or a ny ot:( ar purposes slaaii autoniaatic.aally terminate this NOA. Failum to 1 Comply whip my i tk)n cW th15 .W)ak shall be cause #'tat• aerinination and removal of NOA, A13VERTLSIi:Ily1NNT: The NOA number pace -ed bN the warcit )wliami-1'3acle County. Florida, and followed by the, expiration date may tx displaaycd in advertising literatureif any portion of tho NOA is displayed, €)reit it shall be done rat its untlrety, INSPECTION.R A copy of this entire N€:?A4 s13a1.1 13e. lard ,ysdtrAt to the tasca• by the lnartlul'acturea' ar at4 t1i%trbdsturs e av - ., and shall. -. b1 a 2171<t131c t13r alspec.t szn art. €:be)tsl7 -its at t.hc; re quest of the Buildin Offic4d. ,. 't'Iats € C A rev1 N'l.iE. #03-0801.03 n : ' f7 Ci consists 4 . at:ac t.srisa..t:, 01 this v' <> paM1, t sza3cl c tcl�slct. l�b:~.s f.,�l anci l..::., ,as �tc:ll as r. , e ii ov al doe -u 3 rt f r ' . pp t te..t tent)) €ted a3hifiv�w. °I`1ae sdalsrlaittedcmtatortatiarwas reviewed by IVIar%rael Perez, 13'.x•. 3 i'#Oet<'!rs %i 03-itatsfl.t.C' Expiration Date: t sr 1 7> «€lR 4 ApprovalDate: £:actaslacr ' � Wil_ i Page 1. 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 6 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 20 7 E 17 Kimber)Y Y Sue Day, AIA FL. REG. # AR0091738 (D 3 o0 o C � m i E CL o = 0 V N U a. U 0 N 2 - aL. O)> 0) O R c 0 N Cc" ,2 0 'r -O 0 O U O •_ .0 N Ol N +_ p _ 38 oma8o o Z2 r - O _O C a�O 0 G g Cp O C @ U O t M O Q .00 CL > aa) .4 '0r C LL Cc E C :c.; 10-0 3p� a c 0 3 > O w?)om c 0 o aM �m%(D_ L C m C y p c _O V O o SEN ca A "= 0 0 C m Cor IT W0. -w 0 ,0 4) C a� a=id° E E M " m 0 c 0 0 C O O t :3 yL E 0= 0 y 7 000777 N uv0`o C '= a) C cc 0n L. ai 0WM� 0� C O e wcc 2 3 �' c mQ U m O_ 2'042:E j C 121) c0 O O 0 E O a O m p 0 U N 8 Z C L 'D00E o E v ar' NO a) As W S E -0 Q m C O a 0 cc M a0 Om- O O 'aC. °' C N M t N .0 0) C :5 O O 0 0 . C m Q 0 O U L a) U 'C Q >, CL O, -+U 1 N'03 0 0 E N c m c ° E -0 U (n cfcm�"' O Z 0 :2 c 3 0 z (D 0) W _ E � �M Q rn A ,O Q. C. m C 0 a Co C I 0 CL N + • N °c3 v .8 W te CL C7 i U �_ 0 Q = 1111 =maa, 0 y L.0 0 'C C y N M a3 a E o V 00 O CU ++ O a3 U 0 F- _� ° c O =0 ca -0 o E = c=o 0 a ° a 0 c w 75s�m 4nvmj r_ M 0 v- 0"00`, O M O N O 0 c 5 CL (DE� c t N N m m U co '00 = c =a cc c _ a rn L a)L cc9n3M 0 m s 0 c N - ` L N,Eo v 6.0r ur '0 a0i U O =p W CL8 ALUMINUM STOREFRONT N.O.A. INFORMATION N.T.S. V SEES ELEV, FOR 5PAONL': U-1 2 zO.Ft0m's (a 4= m mvu j ANCHOES 0 FA<T sw 0t' RL 3,/6" MAX. 1 wm 19Y OR 29Y WOOD Tom'£ 89No... OPTI-nE E AMS B3XKS E C Q ) �... E3T. (3) » EXT' (w) .... » Ek1. (4) _ ... »»» EXT1 (}EXT, .......» E4j i NY, � ENT, W) €NT': �W) W. W} N' f,4? { ) f 120,0 1.20,0 120.9 12019 i2010 12014 $ AP IN COVER 1241 D 12010 2a.0120 E : 20 S 120 C W03-54 1040 124a,4 203 12003 1.,C:0 12041 &94, M 1t11.i„ 110.1 .. <.„ 120 03, r, 120.0 1211,0,,,,, 72" 78.4 99.0 95 3 1174 120:9 1213.4: 59.3 F, 65.6 1 4 0 12010 1?t7,L s i ? L.... `IYNCAL ANCHORS " St -E ELE,/, 'FOR $PA(,'1NC 56 7 V40TH CW) 24" 42' 4e" 54" W. 66. 79" 24" 30' 35" 42" " 54" 7a 24 30 36 42" A01" 5e 69" 136• 24" V 36» 42« 48°` 54` 80" 24' 9ii" ,36" 42- 48n ao" 24' So" 36'" 46' STEEL REINFORCING WPT1ONAL ON 4 FOR CAPACITY PS ANCHOR LOAD CHARTS FOR MULLS WITH INTERMEDIATE HORIZONTALS sICAL ANCHORS E ELEV. 1.OR SPA!0= STEEL REINFORC NG SHPx0s 3 & METAL STRUCTURE 1/$' MIN. TF+'CKNESS' 3/21" WX' TYPIOAL ANCHORS SEE t-Lv, FOR SR,ACINO SMS DS 3(, rn z mss �I� �ryy� P+y 1 yn V r L_ e :: ?CC7, i 04X' �I w ..........: _ ISO; U-1 2 zO.Ft0m's (a 4= m mvu j ANCHOES 0 FA<T sw 0t' RL DWS, WFE InIF3 D2 TT S a 8x'92 T"a'PS Tom'£ 89No... � u8 k133 ».» ....... 1* E C Q ) �... E3T. (3) » EXT' (w) .... » Ek1. (4) _ ... »»» EXT1 (}EXT, .......» E4j p, H9GBT NY, � ENT, W) €NT': �W) W. W} N' f,4? { ) f 120,0 1.20,0 120.9 12019 i2010 12014 $ AP IN COVER 1241 D 12010 2a.0120 0 : 20 S 120 C W03-54 1040 124a,4 203 12003 1.,C:0 12041 &94, M 1t11.i„ 110.1 .. <.„ 120 03, r, 120.0 1211,0,,,,, 72" 78.4 99.0 95 3 1174 120:9 1213.4: 59.3 Be 9 65.6 1 4 0 12010 1?t7,L " 56 7 68.2 70.1 86.1 913 10-6-1 52.0 30 7 . W . . . 64,2 . ,. 78 C 91_0 9&,3 W r0.». O 593 72,c 5414 &6',& 120,0? 1203.0 120.0 120.0 12,0,0E 824.3 31 2 12€1.4 » _1_2_0.0_ 120E0 » 12.0.0 0=20 9e,13 112.0 11818 12900 � 120.0 120:53 92.3 �6G1 11"1,& 120,0 110,£E 120:Gk.. x62 _ :... „ ..: , 84.9 034.8 a. 198,9 120.9: ....,.,,..: 126:9 64.0 74.7 79.0 06,0 312 0 118.6 576 672 77 50:4 104F 1067 IA &4 7 78 S 91 6 97 01 4&0 $610 98 3 12.0 8410, 86,9 1204 1240 1200 1200 1200 .,....» 1200 .............. _,. 10?,G .» 120:13 ....... 12001 ... 120 0 » 1290 0 120.0 m 69,1 10A4,0 10 20,0 120 9 12,9 0 i 764 69.1944 11k6 120, 120, E�.. �_» _». _._�» _�....». _1111 .. 66.9 7510_ 8116 100.3 W 1174°12'0.0 W ,4 W13m 1.1"4 89.1 104,0` 1 '0,1 X3.5 62.4 85.1 m 1€00,2 93.8 99.1 4a.6 "16.7 601.1 72.9 0555 901.1 12.0,€3 12,1,0 120,0 12.0.0 12010 125,E3 M~ 99 8 138 5 , 1 [€3 C a 2C 4 120 5 2€3 ti .. $3 1111 il"I 1111 tolls » %10 12100 1111 1294 90" 111,3 53.2 $8-1 10,710 1,210 4 20 C1 I 924 ^129 '171 333 1E392 105 R 5 4Z 7 48 4 8.i 2 ,.,.._...... .. 97,1 1111: 02,6 _1111 49.9 _» U1 ........ K7 » 74 9 57,4 ........ R215 117:0 24'.0 124,0 120,0 12010 izoln 9`,5 092 11$61 ,2U 1240 100. I j 7101 91 h 96 ro 1174 ,1t3q.3 12010 .:,. 1200 . „ � 58" E56 S 78 0 32 6 117' tI 12'+ a E 585 x683 723 BT8 1014 52 4 54 2 7610 9 1 0 03 3» -."60,7 119°1 20.0 020.00 12U 1200 120.0 .», 64.1 G2.B 1008 1200 ,. 11_»11. 1200 1111 . .... .................. kk 1002 73, 4 85.0 X7 1 C.": ............., ...... 12U 1111 f 52 13A 77,7 $4,4 110x1 116.6 55 1 60 2 » -1111... ... 8810 ,.-.......... ...... e2.5 ................. 96.4 102.0 .................,,.. 1111... 48.9 5?.1 60,4 ,04 0w,6 90,7 ANCHOR LOAD CHARTS FOR MULLS WITH INTERMEDIATE HORIZONTALS sICAL ANCHORS E ELEV. 1.OR SPA!0= STEEL REINFORC NG SHPx0s 3 & METAL STRUCTURE 1/$' MIN. TF+'CKNESS' 3/21" WX' TYPIOAL ANCHORS SEE t-Lv, FOR SR,ACINO SMS DS 3(, rn z mss �I� �ryy� P+y 1 yn V r L_ e :: ?CC7, i 04X' �I w ..........: _ ISO; AINTERtKO+ ATE 1"QR120A1"'ALS {ANCHOR DESIGN '1t'ACtT1 P'aF E 2 A:,NCHU&S 6 IA It 8x06 CIr MULL 3 4VCHoR8 � EACH SIRE BF MLt?>L r. =:} ,..s, ,., E 1€ ktiFaA 9 iF S', TWE 'Ah; TYPE °016' T °C1*D2 'UP 'e13' TYPE 'W" 1^as 'Q'A'tx1 •� ............. ».............. r T, *. t?t'�, i t EKT. •#) E21`, (�4) EKT, ��� EK", (+) ;r;,�'�1 t�) <rE I+Ir w . ';�`., 24 104,0 12U 12Lil 120;4 120,9 12011 . 303 032 97 ° 10218 1290 i2010 1206 aN 3C' 80 3 8':0.8 6 .6 104.0 "20.0 120>0 4r #3132 9.4 .-. .l ""., 1::O,s 4S 820 517 9141 78;0 91.9 X9.3 54 "3.9 57,1 65,3 &0,6 85:& 0$ +"f2 .2 x4 s' � �.5 1:.144: 120,0 120.4 144.9 W1+ W2� x. s 30" ?a 92.0 97.3 1162 120,03 ",213.0 WIDTH ��; � 35" 111" S5 766 _811 5 1149 124.4 2 7 98 Q* 6E4 °q> 104,3 ECS t 24" 93,6 10$2 115 20J 1240' i20.0 I ; W 30' 74>9 574.. ..»92,3 12:3 12010.» 21.13 15 ,,,:,, 6 -211".. _w, . .,,,,. 42" 55:3 X2.4 66.1 80.2 911.6 +1911 A9" 49:8 54.6 57.9 70.2 81.9 86,7 24' 89.1 10410 110,1 1, 20.0 1204 1=0 30' t 24;" ?13 81 c 88 07,0 120.0 120,0 0- P 3£" 4,, _ W69,3 _.,73k 69,1 M 10k>0 110.1 42" 59.9 59,4 62,9 76,4 839.1 94.4. 24` i3&.1 9013 'Oe." 020.0 120,0 1201,0 o _ ». 307" 132. 1 79 4 54,1 9112.1 19.1 120.0 36" , ».................... .__........,... »._..__.�..._.. » __....:.._...... _1111»...-�--- ------------ aL � ` cs 42 48.6 561 00.1 719 65.1 90.1 E= s o 124' 81-;$: 95.4 101018 120,0 12010 12010 301" 85.1 76 : 50:4 97,7 71!102 12€1,03 - j---"� 36! 54.3 83 470 81; E; 1 48.5 542 3.7.4 60,6 081,4 68..2 14' rS;CA 91 C rx4� 11?0 120 t} 12100 _1111.. . ............. E 30" 344" 8211 719 77,1 33:6 ltva 11616' 36,52.0 $0:7 64.2 7010 91.53 a , E «v t 2 t/2 2 1/2V ._E } 21/2 TWO ANCHORS THI REE ANCHORS AT EACH SILL OF MULLS AT EACH SIDE OF MULLS k � s SEE SHWI 8 FOR 01E50:RIP"1C+, E 4% �2) AKHORS TYPE.. 'A' AT EACH SOF. OF MULL#ON 00' BS2 ANCHORS T'F'PE 'S` AT EACH SIDE OF MULLION �TIaL1GriR10 � �� 4't 32 AP 1341RS TYPE 'C AT E4 ~11� C MULLION _Lk SIE :6597 1'0103€ ufll • E€1 'i111SE D D2'2) ANCHORS TYPE 13' SET EACH SIDE OF MULLION 80,L�3d' �€(fla #tictn�witsth Florida E A:3 (3 ANCHORS 'TYPE 'A' � EACH 5 DE OF MUL ON AScx�l31arw0 No 18:3 �3N ANCF OR$ TYPE 'S' AT EACH SIDE OF MULLIGM l 8?' lsxts�at pa u 0.1 1,1j ANCHORS TYPE 'C' AT M,a SIDE OF M 3LLIOt* «�-� � �� E3rOWng -to, D3 (3) ANCHORS TYPE '€3' AT EACH siblii or MULLIO P"dat IW03-54 tarssai ALL OTHER ANCHORS TO 9E SPACEID AS PER ELZ/AVON. 19i�•0 Fa, H FRAME , - ...d�_..3,A100 --•-4,476 FRAME HORIZON ::, :485 ,-.-.,, 3., ,,»:..9 ..............................i ' S'4aE3Ove-T $73 £'Ut�1#13+�t�i3311i 1�RP �`�64'' �2"Aui."i,F4E� E MULUON .283 65"S1 RA, PE 6 tae 11x0 sElr o €Vti I i C A:4, 3a 04WI A Fid f ......... ».. 4.748........ ..................... �9�n Id ; CuciOit 4tii�t€n� 63ia1r r== LL, $ AP IN COVER ......xis-...', W03-54 AINTERtKO+ ATE 1"QR120A1"'ALS {ANCHOR DESIGN '1t'ACtT1 P'aF E 2 A:,NCHU&S 6 IA It 8x06 CIr MULL 3 4VCHoR8 � EACH SIRE BF MLt?>L r. =:} ,..s, ,., E 1€ ktiFaA 9 iF S', TWE 'Ah; TYPE °016' T °C1*D2 'UP 'e13' TYPE 'W" 1^as 'Q'A'tx1 •� ............. ».............. r T, *. t?t'�, i t EKT. •#) E21`, (�4) EKT, ��� EK", (+) ;r;,�'�1 t�) <rE I+Ir w . ';�`., 24 104,0 12U 12Lil 120;4 120,9 12011 . 303 032 97 ° 10218 1290 i2010 1206 aN 3C' 80 3 8':0.8 6 .6 104.0 "20.0 120>0 4r #3132 9.4 .-. .l ""., 1::O,s 4S 820 517 9141 78;0 91.9 X9.3 54 "3.9 57,1 65,3 &0,6 85:& 0$ +"f2 .2 x4 s' � �.5 1:.144: 120,0 120.4 144.9 W1+ W2� x. s 30" ?a 92.0 97.3 1162 120,03 ",213.0 WIDTH ��; � 35" 111" S5 766 _811 5 1149 124.4 2 7 98 Q* 6E4 °q> 104,3 ECS t 24" 93,6 10$2 115 20J 1240' i20.0 I ; W 30' 74>9 574.. ..»92,3 12:3 12010.» 21.13 15 ,,,:,, 6 -211".. _w, . .,,,,. 42" 55:3 X2.4 66.1 80.2 911.6 +1911 A9" 49:8 54.6 57.9 70.2 81.9 86,7 24' 89.1 10410 110,1 1, 20.0 1204 1=0 30' t 24;" ?13 81 c 88 07,0 120.0 120,0 0- P 3£" 4,, _ W69,3 _.,73k 69,1 M 10k>0 110.1 42" 59.9 59,4 62,9 76,4 839.1 94.4. 24` i3&.1 9013 'Oe." 020.0 120,0 1201,0 o _ ». 307" 132. 1 79 4 54,1 9112.1 19.1 120.0 36" , ».................... .__........,... »._..__.�..._.. » __....:.._...... _1111»...-�--- ------------ aL � ` cs 42 48.6 561 00.1 719 65.1 90.1 E= s o 124' 81-;$: 95.4 101018 120,0 12010 12010 301" 85.1 76 : 50:4 97,7 71!102 12€1,03 - j---"� 36! 54.3 83 470 81; E; 1 48.5 542 3.7.4 60,6 081,4 68..2 14' rS;CA 91 C rx4� 11?0 120 t} 12100 _1111.. . ............. E 30" 344" 8211 719 77,1 33:6 ltva 11616' 36,52.0 $0:7 64.2 7010 91.53 a , E «v t 2 t/2 2 1/2V ._E } 21/2 TWO ANCHORS THI REE ANCHORS AT EACH SILL OF MULLS AT EACH SIDE OF MULLS k � s SEE SHWI 8 FOR 01E50:RIP"1C+, E 4% �2) AKHORS TYPE.. 'A' AT EACH SOF. OF MULL#ON 00' BS2 ANCHORS T'F'PE 'S` AT EACH SIDE OF MULLION �TIaL1GriR10 � �� 4't 32 AP 1341RS TYPE 'C AT E4 ~11� C MULLION _Lk SIE :6597 1'0103€ ufll • E€1 'i111SE D D2'2) ANCHORS TYPE 13' SET EACH SIDE OF MULLION 80,L�3d' �€(fla #tictn�witsth Florida E A:3 (3 ANCHORS 'TYPE 'A' � EACH 5 DE OF MUL ON AScx�l31arw0 No 18:3 �3N ANCF OR$ TYPE 'S' AT EACH SIDE OF MULLIGM l 8?' lsxts�at pa u 0.1 1,1j ANCHORS TYPE 'C' AT M,a SIDE OF M 3LLIOt* «�-� � �� E3rOWng -to, D3 (3) ANCHORS TYPE '€3' AT EACH siblii or MULLIO P"dat IW03-54 tarssai ALL OTHER ANCHORS TO 9E SPACEID AS PER ELZ/AVON. 19i�•0 Fa, H FRAME , - ...d�_..3,A100 --•-4,476 FRAME HORIZON ::, :485 ,-.-.,, 3., ,,»:..9 ..............................i ' S'4aE3Ove-T $73 £'Ut�1#13+�t�i3311i 1�RP �`�64'' 2" v MULUON .283 3.;x'80 G €IVIG STOP yy1,126 >w.»...".........W...3.10001.............»:........,K f ......... ».. 4.748........ ..................... {€ 7 "` 3ra SILL FLASHING ?OPTfONAw° LL, $ AP IN COVER F FRAME HORIZONTAL S'4aE3Ove-T $73 £'Ut�1#13+�t�i3311i 1�RP �`�64'' s a 374 .283 v G €IVIG STOP yy1,126 ».. 4.748........ ..................... SILL FLASHING ?OPTfONAw° POC1iE": I'll I ERS FRAME JAWS STREJ n't Pe C,A,A 6 FOR MULLION E9-1003 FOR M:,1LLION Eca, 1L�9�� "� 6 STEM" REINFORCING' 38 SSI FrF'N, �isinl »..W 1€ aF i0 %A'sH�'FTYPI3A. ANCHORS �3S�taR4 SU ELEV, FOR SSA9Iti8 U-1003 AS WQFRAME HEAD/JAiA,M �c i,�p MEtAL 5TR3JCTURE 2 E9-1004 A5 RECO. ' FRAME HGRIE40NT&/SILL 6063-T6 1,/8" MIN, Ta fW4."JESS 3 E8-141139 A5 RE00.i FRAME 1,1041 CHTk 6063"-T8 ( 4 E9-105 AS RUM 41ikzwo'. STOP i 6763�T5 sz w, 9�10Q AS RE4I3, 01PTIaNnL :tk163 6063 TB c +� e E9 t059 E A5 RF49 MU ON 6g63 T5 _ E 7 I E� tJ 1 Ati RFgi7 FC�CE€ Et «ER Sg63w7S s _.......:...:..» ._....... ° 7A E9-1042 AS REW. POCKET Pl,€L R I- 14130 4a RESaD�S16c, FiASFi€Na 0: 0-1054 AS R501), ° ShAP 9€ CO1?6'R, 2-1/2' tt Pt0 C,063-1`5 " 107 E2-00152 AS REOD. GLAZUY WKm1 » b r fi 1 92- 0010 .-- RE q'. iSE"3it@q KO EPom € 12 PC 12 6 2/ CORNEP A9$EM&?L'> SCAWS PHSMS fi5 X12 F, 1' PFhE 546 11.3 el-ulel, AS KOO gRL11MFOR0'Nt° ,1#ANNf° E i 813 A' 4.1$8 X ,413 Y, ,1',Li Tt• K. » . A ,.. ;.w. ... I l 750 x >ar x ,7 x ,18?3Ti1 FS:., E1 4 114 �s# RIIacRc s�1Alra1 5 IAC -1 x,202 CGRdJE , ASSEEdSLY SCR-8ES P4,'WS ! RS u 16 .......... ....................... w WOOL) SUCKS AND METAL :� RUCTUREa NOT BY YKK INC- MIST SUPFIORT LOADS WPOSEL1 BY Gx AZ € G SYSTEM AND TRANSFUltTEEM T+7 7HE SL7'LD:NG STRUCTUPE XY jf AL A . r c :5, SEE ELEVFOR SPAC.WG � � � w A) 1 j4 QJA 1ac1r;QNS in 0 INTOV' aC3 STR€ IC 1L1RESE l 1VI7 N t A/2' MIN, '"EN£TPAT!O€V € TO ' 006 � U "HRI • 'BY OR 29Y : O00 BUCKS INTO MASONRY 2 �C � yt€TN 1-1%4" MIN, EMBED 'INTO CONC, OR MASONRY C) IX IOTA TAPC;thIS ..... IcC"R°ECTLY NITO 31A60J'NRY u WIT, H 1-1/4' tela . EMBED INTO MASONRY +f E on F -d D) Rular, scams ax lao, lNTO METAL RTREwEMRES (STEEL OR ALUMINUM 1?/8'* MIN, THICK.) 4 STEEL z ry $ 36 KS" 04. ? ALUMINUM ; P053 -T,15 MIN, � 1/4« ANN. CLASS TYPIC&I I=& =6NQOR INTO CONCRETE AND MASONRY - 3" MINI ___1/41 HEAT STRE1Jt3 HS I t iJ CLASS3V4', OR INTO WOOD STRUCTURE - 3/4„ j 'El ALAIN" ALL FRAME CORNERS: SEALED WIjiH JOINT SEALANT, 0 , 4 r € •» t uLAZIN_ L€`AI PWRIWT ISY2iL£33lw iH�1s: fT :: � MI W03-54 M, endutt 938r _ 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scoftarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 60iT 17 Kimberly Sue Day, AIA FL. REG. # AR0091738 I I J.gDEkNVMBER : 070491 S'4aE3Ove-T $73 £'Ut�1#13+�t�i3311i 1�RP �`�64'' s a C)mwY nst 0103, FOR MULLION E9-1003 FOR M:,1LLION Eca, 1L�9�� "� 6 STEM" REINFORCING' 38 SSI FrF'N, �isinl »..W 1€ aF i0 %A'sH�'FTYPI3A. ANCHORS �3S�taR4 SU ELEV, FOR SSA9Iti8 U-1003 AS WQFRAME HEAD/JAiA,M �c i,�p MEtAL 5TR3JCTURE 2 E9-1004 A5 RECO. ' FRAME HGRIE40NT&/SILL 6063-T6 1,/8" MIN, Ta fW4."JESS 3 E8-141139 A5 RE00.i FRAME 1,1041 CHTk 6063"-T8 ( 4 E9-105 AS RUM 41ikzwo'. STOP i 6763�T5 sz w, 9�10Q AS RE4I3, 01PTIaNnL :tk163 6063 TB c +� e E9 t059 E A5 RF49 MU ON 6g63 T5 _ E 7 I E� tJ 1 Ati RFgi7 FC�CE€ Et «ER Sg63w7S s _.......:...:..» ._....... ° 7A E9-1042 AS REW. POCKET Pl,€L R I- 14130 4a RESaD�S16c, FiASFi€Na 0: 0-1054 AS R501), ° ShAP 9€ CO1?6'R, 2-1/2' tt Pt0 C,063-1`5 " 107 E2-00152 AS REOD. GLAZUY WKm1 » b r fi 1 92- 0010 .-- RE q'. iSE"3it@q KO EPom € 12 PC 12 6 2/ CORNEP A9$EM&?L'> SCAWS PHSMS fi5 X12 F, 1' PFhE 546 11.3 el-ulel, AS KOO gRL11MFOR0'Nt° ,1#ANNf° E i 813 A' 4.1$8 X ,413 Y, ,1',Li Tt• K. » . A ,.. ;.w. ... I l 750 x >ar x ,7 x ,18?3Ti1 FS:., E1 4 114 �s# RIIacRc s�1Alra1 5 IAC -1 x,202 CGRdJE , ASSEEdSLY SCR-8ES P4,'WS ! RS u 16 .......... ....................... w WOOL) SUCKS AND METAL :� RUCTUREa NOT BY YKK INC- MIST SUPFIORT LOADS WPOSEL1 BY Gx AZ € G SYSTEM AND TRANSFUltTEEM T+7 7HE SL7'LD:NG STRUCTUPE XY jf AL A . r c :5, SEE ELEVFOR SPAC.WG � � � w A) 1 j4 QJA 1ac1r;QNS in 0 INTOV' aC3 STR€ IC 1L1RESE l 1VI7 N t A/2' MIN, '"EN£TPAT!O€V € TO ' 006 � U "HRI • 'BY OR 29Y : O00 BUCKS INTO MASONRY 2 �C � yt€TN 1-1%4" MIN, EMBED 'INTO CONC, OR MASONRY C) IX IOTA TAPC;thIS ..... IcC"R°ECTLY NITO 31A60J'NRY u WIT, H 1-1/4' tela . EMBED INTO MASONRY +f E on F -d D) Rular, scams ax lao, lNTO METAL RTREwEMRES (STEEL OR ALUMINUM 1?/8'* MIN, THICK.) 4 STEEL z ry $ 36 KS" 04. ? ALUMINUM ; P053 -T,15 MIN, � 1/4« ANN. CLASS TYPIC&I I=& =6NQOR INTO CONCRETE AND MASONRY - 3" MINI ___1/41 HEAT STRE1Jt3 HS I t iJ CLASS3V4', OR INTO WOOD STRUCTURE - 3/4„ j 'El ALAIN" ALL FRAME CORNERS: SEALED WIjiH JOINT SEALANT, 0 , 4 r € •» t uLAZIN_ L€`AI PWRIWT ISY2iL£33lw iH�1s: fT :: � MI W03-54 M, endutt 938r _ 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scoftarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 60iT 17 Kimberly Sue Day, AIA FL. REG. # AR0091738 I I J.gDEkNVMBER : 070491 yc m is 3 o o N ro y C O C C 'y E O N 4) 3 -aa 0 o c ca ai m -$0 0 10 ° N `- M �(D CM '6 c a)cr ro cn cn m ro O c T O w O o •C O O U c� 3 o a$a) a i� C �Er S c c ro o c $ w v (D m '� c O c @ $ 0.0 0 o cc 0 Q- >aoi° �C vi()o M 3 > o O N O C Cc O 3 � a) W.9 N y E tm O U O O _ r- -0 -O O C (a cr ro � ro "C r- n O r O � 7 c o E�a�ro O O w E O o N M��40 > Q. O C) CL C = O C JD �' o�� 3 mco� S .2 :: C C U V ro Q U C ro _N d N (D E :o o a) o F-I- �...= a) ro aa)00E (D 3 � N d +O- �O 2.2 p C = C O)'p Lq O •�= C ro ca n. 0) W o 0 CL N = O pcp ro o © C .O O � o L y�o3ro O O ro C E ro C o o tl E 'D -� g r; ro U.wt C cc .N ~ 0 �_ W 20- r- ID ° O N w - E 6 �t, - CL L.�, cn m0N' O $ N ro w p K a a) c a) N V Lo: Wa rn c O 0 0 CL O ,. rn m = a) M CC ro .F+ CL NL V C ca oQr C L. ro •c ro •- .c a) w a a) ro ro - c roro�c N ro ro E lL E 7 UCM V o a) 0) 'O O O = N U F = rn0co to C V N ca�� a) v! 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AC UPTANCE No.: 01-1128.05 r � r?�11 RC► I)t-- ....�1 f24...--- EXPIRES: 0611.0/21007 "A.� . )�' N TI' �:E: STANDARD CONDITIONS , E PTAN `�. ND I e9al-" of this Acceptance {approval;i shall to consiclexcd afts<r a xciv al application has bcen f,ylod and v uriglral submittC4 dccaxetts, including test -supporting data wa n,erS� p du' cuna'tis. are no older than eight () years. .Anand all a r yLdproducts shall be .~rnaneatl4 lalclywith the itraC<cur ti iataRz citystate, and thc "Miaa-Dadt County Product 3;c1 Ctitrtl A prc sd or as spevifically stated in tlaspecific conditions c this Acceptance i Lez�walt of Acceptance will pat I. Gcs d>cd if i.There a� 1ba change in . � ��lelFloridalI i a Building Code affecting Clc e 1 k. i f this product and thecoroeluc iN- not in compliance with the code es. chap � p IIFo pz€u{ ust is rau longer tac sarTte'product ll'dc ntical s th: one originally approved � . C' It the Acceptance holder has not ctaiTiplic:i with all tit,.e r�e€narcntents of this acceptance, including the correct installation of the product, �t d: The engineer, who originally prepared, si,�rta.cl and sealed the required iiticnniaeittatisari initially 7 .• ec €n Ct, 'SIF)€i. i" n longer practicing int the. s,at in' �r rci � :fibra <tis~d, is a �c p aw.t c, � � � p 4. s lay revision or Fnlmge an the materials, us4, andor manulacturc of the product or process shall n 'e' ` ..0 unless prior LL°. Ac �: t•' sit .n approval has ta„cri .. I1�' cause for at;rzrtriaatiota f flit_ A cc tRS e.w. 1 nle.� r. r tc. aaxtoStaatal.a b4 s:aaiawr � u i) 1 �i� ion aitl iropri • fee and ted by dais rztlice. rf:.questl:d it:'irual�th tlta: f't.lrn� of a zcvasS;.s>k application � k x.1)1 r. ata. ) �rstia . 5. Ajw of. the #ollo w .ng shall also b< grounds for rerranval of this a? cce*ptWico. .a. '�• � rrta ca � f lai` product rrlr ..s.. °f'< rf c a t fwd a Lusatia aa.if�r u a s lr t b. Misuse of this Acceptance ai a€a a atdur seta sit of arty product, for sales, advertising or any other purlxf-ases 6, The Notice of Ac"ptaoce; number prec dad 1)t' tlae words Miasrti-l)ade County, Florida, and followed I}y to ,., t . :.: , � i t •° Notice ;'� :::" t:anise tl.c c:�g�i.r'a.tae•t) ,late nail' be dFslr.,.�.d Irl advei�ti,,IrsL, literature- to arry� ;acS7 on a# th., once t c ca,p e' as displayed, tltorT at „iaall be dorae in its cntirt:y. .y., .. 'copy ot'th' �>~.ecpt:arl..c: rad b,�.11 as iltpr'cr4ett tlitliw.t<ii.�w glad tfltlalr documents, wwfac;r€: it applies, shall b;: provided to fife user by the or its distributors and shall be available for Inspection ,it the job ,�itc at all tsaiic. Tits:• engincer noI is not msval tlt'e copies. l sw i :Ea any section t f thio Ac", tanca: shall tv cause for temiinat'ion and removal of g. t�ailizr€", to comply t a# �, a vt � i t Aeceptaace. 9. 'This Notim of Acwpl :anco consists of pages I., � and this last page . f'SIE)O 'IJJJSACC �PI�l�rt;E Hel►ny` �. akar, I'.1 .r I'rcrcltict. 4:urtirt�l I a Fkitiiter Product: Corm.'crl 1:)ig iyisra ,./4-14 k 7/8' WALL. STITCH rS_ ,,IR kw/ w 4srrzra 15" ox. MAXWUM SErWEEN SL;Prr)R't5 NTERiAMA'f6: WALL OPT EAIX OR VEE RIB METAL PANEL N.O.A. �� RAKE i;#c.t4SER 07049 Qj] E SIDELAPS ' MAS'€CE + AT1C4d w "` ^ 9+5E MEMBER 5 i'!tt)CT FSNR W WASHER! 3 §' PdAStkC d r. E PER L0W R€B AT 30E LAP VEE RIB WALL IWC0481,13 FASTENER PATTERNS AIR €Pif VRATION f WATER F16j'dibii : �'l;�d tdATls t3 RATED ASSEMBLIES 1,/4 14 rr 7/$ WALL £/4--14 x ?A' WALL. STITCH f s'" 5'it'rCH PSNR V -fl' c' ; , 1-C. ac. Fltt. , 71W CORNER CAM i OTE -1 i I OUTSIDE CORNERTRIM (NON DIA�HRAGM) WC20132' VEE RIB WALL 491 Z'4: iuvz General Notes: 1. The VEE [B structural metal siding panels consist of 24 gage cold forded steel sheet conforming to the general requirements of ASTiVI A924 and the physical requirements of ASTM A558 Grade 50 (55,000 psi minimum yield stress) coating designation G-90 with a minimum total coated embossed thickness of 0.025 inches. 2, The VEE RIB structural metal siding may be used as structural siding or curtain wall of buildings. I The VEE RIB structural metal panels shall be on steel supports not less than 0.059 inches in thickness with #12-14 threads/in x 1-114" long self - drilling screws. A fastener shall he located at each low flute. The sidelap joints shall be fastened with W diameter 14 threads per inch x 7/8" long stitch screws. Sldelap fasteners shall be placed between glrts at a Spacing not to exceed 18 inches between adjacent fasteners. Panel slide seams shall be sealed with 3/18" x is`a" Wide butyl based polymer tape mastic. 4. The maximum Wall panel span is 4'-0" . lysing the more critical of the panels maximum allowable structural properties, bending moment, maximum allowed fastener load or l~.f240 deflection, the following table defines allowable Wind pressure/suction for the girt spacing shown, Girt spacing must be selected from this gable to comply With the wind pressures specified in the current South Florida Building Code. 4 Vat>rtp Pruticis I3itiltliit s ACCEPTANCE leo,: 01-1128.05 APPRt 01.124!2002 EXPIRES0611012007 y %IN E: S i ` C fl<' �4.r;:�:�:�' I rA. 4 1'l' iyll� It.: Cfi1�7I)1`1 IO.i ""s 1. S( OVE This renews kindd re)ws the Notice of Acceptance *c.). 0321.14, which was issued uraJune lt., 1999 It approves a 0.025" (min') Structural Galvanized Steel Wall Panel as described ;in Section 2 of this Notice of acceptance, designed to co nply Mth the South Florida Building Coder 1.994 Edition for Mittri-3ade G otity. for th . t #oTs where the bad requirements, a. determined by S~B Chapter 23 do not exceed the designrload values ta diefeet3 the approvedrove t. dra,win s, 2, PRODUCT DESCRIPTION This 0'02'1." (min.) } Structural (raIvan€xed Steel Wall Panel l and its "l p�? is shall be constructed in strict compliance vkttt e ftlI��it- da�ti e�)rt�n, '3. 2€0I„038 titled "VEE -RIB Wall 1*~lrwck-•t� 1 and � of 2 prepared b' toe :"� Nunnery, _.. dated. €. }� > sheets a , p p � r!, CctoL,er 2.5 2001, aited and sea. ed oy Joe N. N Trr�.1:1. on Jal r 3. F.�(2 bearing the Miami -Dade County Product Control Approvalal :tanpa;ltn the Notice o t Acceptanceta nccnumber and ap?ri al dateb .. the� '' ?adt�uLrt Product Controlatrn1Division. Ia�aecte Lt»rts shall l hereinafter be referred to as the approved drawings. 3 LIMITATIONS All permanent set components must be protected against corrosion, c ont,:anainat on and fibra#arra; at all titn s'. aINSTAIA,ATION 1`htn ().C25" (actin) Structural Galvanized Steel Wall I'tiaac' aaad its c{aktipcitzerlt:s shall be installed in strict compliance ewith the approved drawiti s: 5. LABEIING a logo, '.€ s:• Sats the l�a,.ta Iiaatefl shall bear a }.etaikan�.Iit lapel w�=skiT the riraunaal?ie:'iL€rer`s' tuarTtt>r cat if €,c, c l), ..trate a toll aact atatcaclt, 3wq I' i1t �ade County Product duct Car .tl Aw u e e fl. BUILDING DING PERMIT REQUIREMENTS 6.1 *application Foy bu :ldiag permit shall be accompanied by copies of the following, 6,1...1 This Notice of AcceptattM 61.2 Duplicate copies of the apptocd drawings, as identified in Section 7 of this Notice +e cif Acc:e Lance clearly inamed to shoNv take components selected for the proposed p � p p p installation, 61.1.3 A ay other documents realm ed by the Buil•ling Official or the. South I'loridSa I3LSildiSyCode (S111C:) in order to properly ew iluate the installat' , of.his YyStern. Helmmy A3i{4.a.a, .l' F - Product Control . xaminea Product Control Division Y�- 6> The VEE RIB structural metal panels may not act as a structural diaphragm In accordance with the limitations of the South Florida Building Cade. w .. .... ............ . kNXJ f.K i1rYtN7: 'wF >AK'rKffA2L:ltl ii�.,OM "'. N.;tWYY r>,?. YRV➢'idi, 'w'6 Y+N.4 .7N�e%lKii 6i .i%�3. �. rnu .., ax Fr ra�F.1e�%.'a1 �.u:nN.r etw a'Aki`3 ....Fsw q tl --.L.:...:,._ ....t......L,.,,........:,,,:..w.:.,...w..,........_,.,. VON E.0^i(3s £dLEu S"k•:' MI:tMI BADE AUNTY FLOWMA A .vlE I I;0 1.flA t)f; BU, ILDINd...9 £ailLt)I. C. i,[?DF Ci.'tttt.t:t£oC:E.OiF'C'€t. t'; PROD 7 CONTROL •NOTICE �II.F Ai.,..,...,..:..........CEPTANCE .;7 s �' arco-'Pruden Buildings 3200 Players Club, Circle i,u. r.7 N 7 I'AA E.;>. . N . lctiipltis ,'1"14a' 38 125 r s,>kTrtt 1€r€a #:sNr"c:rRCa::No€:•f € r)rn tSEirN. Your4 A L. t%r.>€Ik .>< £t w ...£#ce {. t.O..t, i V.S1�;Vee Rib Screwed Down Ribbed W"all Panel: B i tin, a C .ic1 ler c. I t •r i > lis. t, C#,, f � governing E tlQrnt lt�t�,ls. i. a31rt 5 aw # 't c saki€ t fl €, .,#tt. ,€ail 1 e,. 4�t Iw { -s Construction, a Sa has - t , �. ai )I.t, Iw r• e• t G#�#ri, 1'ixt4 bw.e�#: #i..Ld..l'3€'3:r 3a � ". .,.1 1 a� � „ itis t.>ourity •i:JuildinR C isle 4 °'<oMplitance 01fice (134 CO) tt€rider the conditions specilimc here iae t aSa NOA shall not be v:clad after the expiration ectU St.at.ceb�u�.84CC r� atrS the € fatb SL 'i€k"t? r,a€; ..r3i�t£!`t lit• 23r't`,::'i. `. E to 4reail .1t „� testing. r riity tilrr� IrC9,'rR li i7li�ate'J t quality ; 1? J or rtariat.€t<latu.rL.r:r plant tcsr ,l.t.ilat�, L.L.aat#t�> t�.,�t€.>�,. :1 il!1s i, .:• i ' E #1 3' 4 ).�,�,ili3.i'ii. 1:. �. �... �ci'f ` �0 S" 3 ' 1 1 4. � revoke" ii € . rt a uw€t . a.€ 'Si €,cl the tlso of such a .i Cr i:t:it�Yk:.al .�• . . a:,. € � revoke ¢�' . , ... „i'#tt.w r =.1 atsl ., z>t.+v't.} 5.,:�a,rrt.a £ € lw 1 3 lae r � at at,, 1.,5,. ,.it,ptiiw<.al. #i it k;> this, :, .: zt: : 4 r ' x ,1G ck itEi I 4" ' 1c c 1 . Ig t . . ..,I ttt�tt a',aaa .r"k �' a s ' <: product clt€rt t, i riiatt,r,.'ll tails £c. #it€;k:,k€ the rc.tll,€it';iteaits of tU South t'lc:il•is:lbi 13.91s�#la' C � ok. 'Aw t;.A �engc of s`uc is i r ,wr"': a ^ w- r r c tk ill Lir #raea€rr..� l� ,l. l � ie #tatrrtL€r�lE:£c€r+t: ,.`/ f" r �-....�+ ,�+�,� ,:.-�•x'� ire ',M"•�"'�'-�"'� rte" G t � 4C't El TA N " ' N 01-1128.05 ltk9 il.i, EXPIRES-. .., 11tE as ilh !i}iZd)i}r It:aaal IclalrEr I (£'i€ef lfl'r l Eii'r.',,�ki:k.rr)1 11115 IS THE t: O E1611FET. SC:f; aic _� ar c asw3 0 0� c O w Co to C O C C 'N CO :3 w i E 3 w a N O w mL3°w rw°noa) w Z, z O) >tm O N C '20- M V m o m om—o C L 0 c O 0 7 0 •` 0 N rn�=8 C� 3 oCo a0 L � O C aEo 0 0m C 'C v O ai C 0 c � 8 o .y E m o w C" a Q .0 a) N LLQ92 2` C t @ O 3>, °c m c 3 > 0 wN 0 N o cL o 0 w O m C w w E 0 O 0 w ai c Cc m v w c o•w ,_-0_ •v w 0 N 0 OEc0E E o o w ZJ cc (D a) o N o E c v 0 y ti '0v� maa)a)c m���i o o m c 0 coo m 3 w C c �Q 0 m a >+w 42t U C Lo N L j V E -a Q. O 4l p 0 L CO .+ :t:! I.- N C 'C = U H L 1r O 0 e O E .2 :S 0 2 N O O L t a' N amt m tm .0 r , 8 N d C 0— m L r U) w .0 ai N O O C N pc m O S U N v•c� C w aL o C O w c o E -0 o o 11 o 8 E 8 -0 UCO wm '— 0 ;5 O -0 c 3 a U) _ m ai .r — E m L � v ai>+w —0- w c as Q> C N 'LoL m : _ U a3 bio fn � C'n N = N m s0 c,,,~ a c c o : m a o ,�• c o- m ai vi > c rw N wcaILE `O U 15 as O w 'rc '^ CO N C w O L L N Uo t F— 0 W O ._ m C E c 0 w 0 0 .G O d O cmi8"� M w '0 m > 4 L o c emil ami > ev °ro0mni N � .0 j; LD L O OC V E 0 M a) N7 L N U (010 N C `m 0 cQ m o 8 o L� , =0 La ai > ai Cn 10 a O O m — � C O O O w ,0 O :5 C O 0 C O � y �ma0 `\ r. 1/4ta PLASTIC SHIM "° " 7 SEALAh T & BACKER ROD 1 i 3 E ACCESS COVER f INTERIOR f PHILLIPS FIBER 1050/70 TEXTURED ' tl & SILICONE TREATED, t �, ADHESIVE BACKED t =.I SEE SHEET OPTIONAL THRESHOLDS w /23r ANCHORS ARE DOUBLE ROW AT SILL PACKAGE ;i E EXTERIOR- HEIGHT E i a3 MAX. �l r: EE META . SHEET 5 t• 6'-101/2 ^qqy to (B2 1/2" /�CL:.EAR'C)OO ; t� OPENING I THERM -L -BRUSH FILAMENT GAGE ,006 DIA, 11EFRTICAL SEC -T -I -O. t 2 ` aj Ln 04-S:AT-0040 vata:3 t�E3° PRG S�AL�; ilE'Si:RFF�3.7£Nd:. :41 SECURITY HOOK INTERLOCK SECURES PANELS TOGETHER—\ IN CLOSED POSITION '; ADAMS RITE G86 -11n36 € (SEE DETAIL P 5) 1t PANIC PUSH BAR (2) i�'<� EMB, -�- *., INTERIOR i :t Eli B `HEAD R ABOVE , f < r t •:F l I' ti r i E ✓:. ,.. SEC -ANCHOR i' : 4 3 I!: ,. SCHEDULE ON SHEET '.L A E i � .. E. Iit iso_ _. SbA3 y R 2� 1 4S ',,..2, ,...,.'...,�'..' , E€ . .. U/ I. ELEVATION r��,/ �ij �WS J .1 A. , ms�y :: , Y 42 ze EXTERIOR f 121` I a 14 i 1z5A>...i 1/4`: SHIM SPACE-` l "'AGE WIDTH � 168" MAX ._..... ..--.._.. ................._..»......._ ...:,_.... W..... _, ROUGH OPENING HORIZONTAL SECTION i PACKACF WIDTH INFORMATION PACKAGE PKG f SLIDING DCiOtt i (se) 000R c503 DOOR DOOR MA$0NAY ..AULtclltac PACKAGE a �Tti i "A3ft E 11=31M P u i mgAwr; irtrKTWI3TI)► &#IDLVCi SritiT f a UNDER HFADER : 1 a' K 6'-10 3 :f€ t c � „ ,:.. +,.. : .s :. ,. , ,.: i Ft,S%T)U„ 3: i�w3 t..PFtw4rD E. !i �:. �... I� /J��. �. �. .. t'.' 3 41.. �.3. �, � , it50") l (168 1/2") J (92l.1ci ) (Sl t!2) HGA Vt ( NOT APPROVED' -80PSF v, gg LU IN CaONCRi»�'E, 1/4" PERMASEAL TAPPER CONCRETE SCREW' EMBEDDED 1.«1/2°' MIN. � µ 1D E u aaa IN STEEL. 1/•4-20 SMS'SAE GRADE- 2sOt.' BETTER (NOTE A36 3/16" STEEL SUBSTRATE Ia+IN) MAX � MAX � .: m ea ut a IN VVCttll3. Axa SHEET METAL SCREE EMBEDDED tri/2'° MISS FLUSHBOLTS€' a 0 ?cD=0 3 ANCHOR SPACING: (NOTE. MINIMUM 2X4 WOOD BUCK FOR WOOD SCREWS) 9:SCtS-; M �, 4L—L: IDUBIEiC'4" FROM ENDS, BALANCE 12 5/16" O.C. MAX EVENLY "+ ELECTRICAL"" Ln z '' �# E �W A MEMBER 4 FROM Efitl38 BALANCE 1 � t .�. --� HEAt3, SIL € E : t _ 0�" P_ � �c�r IAMBS: SINGE ROW EA MEMBER, 2 FROM BOTTOM END, BALANCE 1tO G. 1:....� d 3 It ` { S x •"..` 41 f 33: S i t.. is •t. is .....-w:..«. /. fnEti .€i. "r ,�`'/<F.�.'•�� :.,,,Eiik3i jt Ei €EEE`---SEE .,•f.: : 5 E DETAIL 32" OTPi19Y5TENNOTES 32i, rAp.MAX,rBEE aFi n SHEET 5 I' ALL A:iM.hit PARTS ARE&DC3 Cl_,Pd1TAUIGFY.cCiT «Qi1 }i a; OPENING OPENING 12) GLAZING91Y " IMPACT kATt -SAME ANCHOR SPA81CING 'a „4r SS PLUS BY E.I, DUPONT E ~�ry lS '$ ENTRY GLAa f : ., ,.-33 7/8" 3j C��Vt:�PANEL CONSTRUCTION: PANEL CLRNE� ARE BUTT 33T TI7 SECURED � iI 37 � G a CE: ; ' _ IL MAX, �..i0.ir :.. 33 ♦ E;, E•s ,:.: .n, " 2i tiAYWITH `4) 1ACt ACGi3b�TI. 1eTiE.vE? 'C?TZLN *UNTIBAR AND 3CiTCM 3A1L, ALL JOINTS ALSO WELDED, PACKAGEPANELS 121 4) �THE GLAZING MATERIALIN BOTH II(4J AND SLIDING Lr LL.L i3i � HEIGHT iCgtS SHALL COMPLY WITH THE R.E UIRFMENTS IN THE PERFORMANCE xi' 92 O ;.: :. M I N ,. r SPECIFICATIONS AND METHODS OF TES I E"tJR;SAFET"Y GLAZING t�AT'W t LM 1, :€ , 4 ,t, 2 I 61 ? ,,°r €1 </ �t. ! � is = E ./•, � cg , EtIN BUILDINGS, C 1 6, z f2` : d W =wN tt i Inc € Z 001 5 _� k <�� tL ,_ G7 <� C7 0 ku ty Lu 50 f3. to; e.tkt7r4i4 G3: Ye5 P�3a.:aYty'k##p i:'Ia�`ia tdiY PACE Mort& tlZdaStilti IlESt F23PT3CPN _..._ I4s00 . tl;kad DwIc Prastafa a Mxi (4 GENERAL NOTES YR HAS H T DESIGNED IN ACCORDANCENCE WITH THE A BEEN TESTED � I THIS;iIOLJ ) PEQUIREMEJTS OF THE 2001 FLORIDA BUILDING CODE HIGH VELOCITY HURRICANE ZONE {i h2) AND MIAMI DAtE r3iliY PROTOCOLS TAS 201 R. STATIC AIR FRES SURE AND 'i' 2 FOP, UNIFORM 5T C LARGE MISSILE IMPACf-, TAS 2E? U L Y ` £ ` WIND L)Abtl�a.,. TAS 203 FOR C LL L 2) PERMIT E' UDER SHALL VERIFY THE ADEQUACY OF T"H EXIST ING STRUCTURE TO EY SHALL_ WITHSTAND ADDITIONAL IMPOSED LOADS, WOOD BUCKS NOT BY Si"r`iHL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE: EXISTING STRUCTURE. 3}DOORS DETAILED HEREIN HAVE LEENDESIGN AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE FENESTRATION TESTING LABS REPORT 4: F'rL 04051 4) ANCHORS SHALL. BE INSTALLED !SER MANUFACTUREWS SPECIFICATIONS, SPACED AS NOTED HEREIN. ANCHOR EVZEDMENT TO BASE MATERIAL DOES NOT INCLUDE WALL OR'FSSING OR STUCCO. 5) ALL. s1aT°S PL WASHERS SHALL BE ZINC CO TED, GALVANIZED OR STAINLESS STFFE. WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, EXCEPT INSTALLATION ANCHORS, E € .27 1 J I` //i ! =i i 271/4 • < I: :3: E, i'rj< I'_ r�<��/rf I a l DAYLIGHT t i DAYLIGHT. 39 5/I i MAX MAY. CIPENVIG { :... ...i...................... ti. �.4..,.. ; „SO' ja i(52 L a E 101, is �3•� k 9 ?F 7:r;, u: ;JJ I7f µ g TYPi i,.Y . MAX.ilGi;il0gL. tTI: :. ;,: ... � „ A . } i i E E f : a : i3PENiiVt: D;=cN t'f .I I ...": f �i J if • 'I I i , E is f ? o i - i 1 , :l f 1 a l is 1: ,:yj'_"T`,, i,.7.9 ,, � .•-;-. r> E I _........Y � 4k . �... i i _._...... _... _ : 1 t�T I T E 1 STV"` i � DETAIL E Ei ;.....�' 1 t. SHEET 5 fP i > 1s_USIttCSLTa : x ai f i � ........._..... 22 /i.Et MAX I,'? S,AI.�a„ 3�rSk:i S E SEE .1-iT � 5 n 3' _ E w{ i �-r 3 ii >. ......................_-__-...^'”- ..__._._.--_-_. PACKAGE WIDTH lo$uMAX ...... .......... -._....... ..............,.........,':....;,,i i 0.4 -SAT• -0010 EXTERIOR Et EVXTION � �� wc�s•�: GfCWu wfxf i1�N', Arf63A FDb&E� 9t#: s➢diyR��?s��, 5Y It.@° .....:.w , . -, .. Flo, awil ti�Eer l 1 A ;: EXTERI63R ELEVA'I ONMimi Nt Dadit SMALL: NTS Lstatlle ' Ate C- I`eehtla�its les NOTICE, Ok' AC:G MANCE.- FVU)FNCF SIJBM�fITT'ED A. DRAWINGS 1. Manufacturer's die dravvings and sections. 2, Drawiug No. 04-SAT•0040, titled. "Dura -Storm 3(X'')Ti Steel Reinforced" sheets 1 t1 ough S of 8, (fated 09/20/04, prepared by Frank L. i1ennardo, P.E., Inc.. Consulting, Engineers, signed wid se;alW by Frank 1:,, fann0, B. TESTS 1. Test reports on 1) Air Infrltr~d lio 'T'est, per. FISC;, TAS 202-94 2) Uniform Static Air Pressztre 'fest, Loading, per FBC, TAS '202-94 3) eater R.esMstance• "rest, per FBC, TAS .102-94 n - �) Large 1XtalS:Xt;k Test per FBC, 2.01.9 4 5) Cyclic Wind Presswre Loading per. FBC:, TAS 203-94 Test, F -_BC 2411 3.2.1 and TAS tit-94� ti} 1"c�rced T Entrw e, t, # r along with installation. dia rani sil'aluminum automatic , lHding entrance door` prepared by Ferestration'Testing Laboratory, Inc rest Report o. ITL„4222, date July ?7, 2(p04, signed and seatedby U=tactclo:i.,aa' aespada, P.E. C. CALCULATIONS PIONS 1. Anchor calculation, ASflT`�M-EI300,a and structural awdysis elated October11, 2004, prepare -d by Fr-ank L. Beat.nardo, P.E., Cowulfiag Lr gineem, signed and sealed by Frank L, Benwirdo, P,F., D. QUALITY ASSURANCE BY 1. Miaini-Lade Cotinty ftilding code Compliance Office (BC"C_O). E. NIATV" RIAL CERTIFICATIONS 1. Notice of Aweptan,e No. 02-120S.03`issued To Security Impact Glx�s Holding LLC, for "SAF—Cr1_AS". expiring on 12116/07, 2 Notice of Acceptance No. 014204.01 issued to E.I. DuPont DeNcnnoars; for "Sentry Glam (9) plus", expiring on 0.I/14107: 1 Laboratory compliance tetter for 'I est Report arca: Fri.,- 4'.22 i�siXcd by Fenestration Testing T.,aboy:atory, Inc:., dated August 14, 204, signed and: sealed by F41muni u Largaespaida, P.E. E. STATF ' ff,, fTS L Statement letter of conformance, dated October 22.2CO4, signed and sealed by Frank L. ilennardo, w. Statement letter of no irtancial interest, darted October 22, 2004,signed and sealed by'Frank L. Bennardo, P.E, G. OTHER Prexlttet C'witrol ire awnOil M NON, lets 4 t- ? l }Expinatlon tate: Mardi 3I, 2010 Approval I)atea altaarett 3I, 2WS I; - X MtA;49 M I+II�.�,CI DA D.r,. i3CiI,NTY, Fi,OR.TDA R• Pr1PTPO-t`SADEFL,,i3 ER.I3`€ LDINI BUILDING Cil7£ tyytRIX'TCE rIn E (U :t) 840 {c FI AiR{lJ`, 5pR y T ,SUITE 1603 PRODUCT L:OI€`F1tOL VIt'ISION M1,1.aMI, FLORIDA 33 s 30-1563 ,(105)375-z)0I fwxp05;4x,-$-29tg N(YrICL 01? AYTA CF, (NOA) Stanley Access Technologies 65 Scott Swampy Row] lF aa-htington, C.'r 0032 Sco- r"': y toles and re. wartious governing nin the use of mustrucition rraarerial}s. 'l"tiis Nt:)t1 i, l>cittg issrt� under flat: applicable tpl s g 8_ g 'fne -Dai. County Product ContrO Division ;anti sic ee ted <dcscsa{ttetitaticita submitted 'lias Iaeerareviewed by s�iitaaiat ci.e. t �?_ � P <a aals (BORA) to be usal in Miami Dade Count and cit}fez' areas where allowed wed by Rules ^ A by #}ta, Board of lt,ul s µnci pl'e' ( ) Y the Authority Hatkq Jurisdiction (AHJ)_ s6=” ,i: :A iiia l not be valid after the ex lirAtion date stated below. Tfre 1YlisemlwD add C:siturty Product' Control . leit� t I : o reserve Lite right t. Division On Miami Dade C:.a?alzary) aratii+?a- the A1IJ (in krc.�s outer than14tiaani [)aria Cc?tarat�) r ha,:vse°tbis product or rnaw-rial tested frit anality amu.rafwe Purpx se& It this product or material fails to peaiform its. t quality °ii. cszr Clic ex nse• of such testing and the r�•HJ way irr mcdiatel Lias aacs;lstetl:trs�arsca�, fixe araansrfeacturer will a pas � } o s3ac t. product € r material wit in their `ut° Wictiun, ORA mservesthe right e use f 1 ��, - modify, , e�sr aau4 esacl th e revoke, cid 1 }. P 4 to revoke: this accep7ta6ce, it it is dctct'snined by.iVii st A -lade Cottttty 1itritct�.i Control Div sitln that is prtimict car raairrial .Ctmeet the re Iitcuer. sf the applicable building code This pirclduct s approved a>5 described herein, and 1ta,,q 1ipen designed to consp?ly with the F-li. ddaa Building t'ode including :iiiY- h Vclo6tJ Hurricane Zone of the Plor dal Ruilrlinta Code, DE'SC'RIM ON: Series Dura-Storm'.3000 - Reinforced - Al€amlauto Auttatuatic Sliding Entrance Door "' • a f ' -Salt° 3000 Steel Reisafumed''sheets I A'l'I'°%t0'�,!tbi YUitLi.�r9.F�i':f;1']s~awan I"etr,-.SA'I'-tltt4i#, titles"' t�'a tlt-laga g of 8,, dated 120/04;, re snxi by Frok I, Dennardo, P.E.. Inc, Col,1guffing Engittcers, :sgawi andwaled d by Frank L.3enrarea; P:a,, lvaaix; the iiati-AatlCounty Product Control Apprc al y{a?ath the Notice of Acmpstaaat e number and, approval date, by the k iami-Dade County Pre dtwt (Control Division. 1VIISSILE INWAC'T' R-kTING•: Large avid Small N i ile Impact I:j RELING: Each unit slazsi};beer a: pertnzaacatt hibel with the wanufacturcr'q name or 1090, city, state and M f „ rc era. �?lli?�xra s#IzteXnent: Msuxna-i�acie Comityi'rotleaut C.iSntnil Approved", unless c3tttcX�•vise noted he It''.t*1EWAL of this NOA ;,}salt. Iae: considered after a renewal application hags been flitxl and there has bt'A-,tt no change in the applicable building; ode negativety aaf#'eeting the pcTforawicr; of- this product, b" un �!� (}r wliare is t re �,� M1c.t.Xt c� revision - ration £Bite or if Lias h "V C 3,vi occur after Lha; expiration � this NOA 11 c tt i 'T) aIIIIriTbSATI&�� of .has p rtt . � � a endorsement ut a. tisatet&rale, use, atidlcar nataXrtstaasataare c3l'ttte presatract car plroca,�,s.1l�lisaa�;e of Liars NOA � n rs preduct, for saes, acvmtisixg or any other purposes shall autvrzatizy erxirttc this l3a. Ii} e to C(T I\ withany se.Gtaiat of this NOA shall bt cause fox torraz>et.atirau anti X'crzsciva:i of NOA, , S y • 1. and. followed b ��:,p}�� 1(;.'YlBp:i�'IE;\"t: 'i'hr;: fy<'� aaaaarf}rer� prret,�claal by tlau words 1sfiiasxai-p3txEie C slaavzt%x,,,F airad,a, u 'a ' 'fl tltf'CI al shall E ' ?zs t..t the.NOA t:. displayed, s c advertising •a" �' literature. if Ira rtrt t . , flat: exp�iratii7n sate' :arca} be diEilr}aye.¢ in, ,Xdr c.r .t�,rng a } pn P „ be done in its imfire,, }y. INSPECTION. A scl}of this arayrra NOA shall be provided to the ust b the ttztf ta tr or Us distributons. and, -4 all laea ,available fc r izisg?a t tioai at the job site: at the request of the Building Of ici,L This NOA c omists of dais base 1 anti ovidew.,e: pages 1~-11 ai well as aapp i -o <Y.at k ocaxrnent nivnickmed :above, The submitted doc;"a: menuation auras reviewed by Manuel Perez, P.E. .NOA No 44.1026.02 Expiration Va N: N'Iaarch 31, 2010 Approval Oaxte: Nl arch 31, 2005 Page f. ALUMINUM AUTOMATIC ENTRANCE SLIDING DOOR N.O.A. INFORMATION N.T.S. 0 Q 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scoftarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 2607 SEP 17 Kimberly Sue Day, AIA FL. REG. # AR0091738 SHEET # ALUMINUM AUTOMATIC ENTRANCE SLIDING DOOR N.O.A. ;. 21 N LtM, 9�"R : 07049 a) C a� 0 aiO3 0 o o ° c � @ U C O_ m _Ln U Y _N E 0 Z 0) a c M V 0 0 3 U U 'n p> > C 46O ;PW tu U '0 0 M C C 1] N M a) O a) C U L O " C O —, 0 O'= O Q C O O a) p .0 U Ofp v CLS= 0 m p C O N C O QC U0 p N M C n Q 41) > O Ow v=(0 E 03 N U C"J @17 3�c0 3 > o N 0 a) c t o g0a)� t C 75 m p O .0 E U •t U C p O CD E 0c O i w O Cr c 0�•� C a� y n O O E L 7 U L U 0 0 U fM O >a°J C=CL Ic M Cl) p)c 0 §7 w C U U W Q CL >� U r4 :E r W C U N _0 O a) N 7 C E c°va 8 OAF'= � y � a) � +- L= a) a) L E § V 9 T)O E N " 0 O a) O a) t V U C 8. N Q _ UrM QML a) :E C tm p Lo 0 a7 ID 'd �= 0. aa)) ti OO CL U SL a) C 0 O .0 8z a) C U C C 0 Li + ` U%v3O 0 o M E +, E c m = o OD_ "E= O a% O U cc V G C N O a) n E 6 ` �c LU). N U W O 0 0 $ a CL a� c ax)� C L G Y C O a3CA a�=Om �W �r v w o •v cco cQ ,�c aca c co L >, N U In A .` cc E a O � O U WU(n •.•� O N C U oF-= c O yC`5W C 0- :3 E c cca O „°t5•c -0-0 m O U U :3 y •n a) c a) Ops o ,. O C C � C to N "1000 0 8 0 .+ a) •8 a) C O' CCUUU E ci co (1) 2i c cc N fa ✓T E a1 U C O.�. .P- C Q '0 U 8.2- > >0 _ C C C C C U a) ' O a7=� O O to C � 4' p _ASN 'C N U O Cp C U PANELS HAVE BUTT JOINTS I SPOT WELDED ON THE'I. {TYPICAL ALL "FILE THREADED RODS OF RAILS QPT1Q .X.L FLU:SHw_ISOL—r €DE"rAlL_ (VIEW FRC>MIN_xrE=—R1.pR PIVOT DETAIL STATIONARY PANEL I- N iti M z z r V s £3 z V"W I $Ln U 0 € 'l 0 is 0 04-SAT- ... 4-S:AT- ,4."f z i 2r b� Ei„fSfltj� aY£C.f€ €�i L3�S;. #N3''£2t;3d - t=:�fa k>% ' F6t,�PdK L, ri>f; 3•i+iRCiCe;:�SE EXTRUSIONS i MI 044" 06���,� � 1 Via l _ �7i ' T 7 i�l�£ai8)^ °�. r?7G ""', Yg ...J''•`„/ q �vt� ♦ .r �... i' 3� ft •1 ..,....,, t�t,. 125, I�^.��3 '��.......^.� .�.�..,..�i.:» �j � � j� � .as INSERT g X < s' EE . a, 3� EXTRUSION 41308 JAMB -4 11 I;{_ E t -� . EXTRUSION 157541, 1.57542 ua ] TRACK ru3 Z aTCW RAIL.v SX MUNT1N BAR 4 1/4 X z Ur 3 �YEXTRUSION. , 3 OP RAIL PANEL s1 l—I- EXTRUSION 412743 EXTRUSION S350rto'00 HANGER DURA -£ODE zz EXTRUS16N 51669-3 EXTRUSION 515031 � m 5 V(5 xV E r iL9. S �' ....,....... { . .. .....� .. 1.7,35 THRESHOLD 7 ;r tom_ Zy ` apt 'v_ ` E:- DURA -GLIDE 3004 f �t 3i %'i t�>w' a:.• .t r - i € EXTRUSION 515262 5J E6> 9's5` 3 14-) �.i € kt P ":�iit•I• i) 5' 125°"; cc } a --,.,.t , I BAR REINFORCEMENT 5� �2 � � au GLASS STOP, IMPACT 510809 + 51.6808 DURA -STORM ORES STEEL TUE rm .. �. 0, 3a. GLITTER., IMPACT' 10114 CR�a _.. K '- t STILE STILE EXTRUSION 413531 I3L)Rt1-BTCTPht (SOLID INFILL) EXTRUSION 157503 EXTRUSION 157523 EXTRUSION 4139301 ALTERNATE THRESHOLD -TAPERED ONE SIDE EXTRUSION 516340 w a g £, , II ALTERNATE ATE i ! THRESHOLD -TAPERED TWO SIDES i f9A,2513. rr EXTRUSION 515260 TRACK TUBE j 3 DURA -GLIDE _ EXTi1USION 51505 INTERLOCKS HERE , r ' { r x f 04 -SAT -0040 4 �y �{+ ` I °°0V°`YtJr HEADER DURA -GLIDE s7�z3�afs» ,S£a13zomd s img k"Ag; with disc COVER-HEAOER EXTRUSION 10755 _. L _ dirAiat3la '33 fi37fgz � DURA -GLIDE EXTRUSION S S6I16 RAIL., SOTTt3M-'SX/50 9 5/8 RAIL , BOTTOM -5X150 9 5/8 RAIL,I3QTT0J�€'SXj5 19 aI& aaff�A� rk EXTRUSION 516329 EXTRUSION 516330XTIR..US:IOi'sl' ASSY ALUMINUM AUTOMATIC ENTRANCE SLIDING DOOR N.O.A. INFORMATION 1 N.T.S. INTERIOR ; '1 F.iriERlb3T , c EL U aidFINISHED ' i f' FLOOR OCATIO Y f '•E i BOLT gg g LC)CsrOP1 E 3 N ` WOR 1%2' .E r ,1 1/211 __.. - 5152,60 i .:. . 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IL 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL W 7 PT '17 Kimberly Sue Day, AIA FL. REG. # AR0091738 .n 1.5 l M R: 07049 r� zz - i i 1.94 : f , 1 i 5115 DIA, STEEL THREADED RODS FULL Li.. L4.NGi OF RAILS ! i W, PANELS HAVE BUTT JOINTS THAT ARE SPOT WELDED ON THE INTERIOR (TYPICAL ALL STILE JOINTS) 1 ......,.,,..:: .... R.. _r..----- ---- - - ---- - ............. ...... ............. ... 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S �' ....,....... { . .. .....� .. 1.7,35 THRESHOLD 7 ;r tom_ Zy ` apt 'v_ ` E:- DURA -GLIDE 3004 f �t 3i %'i t�>w' a:.• .t r - i € EXTRUSION 515262 5J E6> 9's5` 3 14-) �.i € kt P ":�iit•I• i) 5' 125°"; cc } a --,.,.t , I BAR REINFORCEMENT 5� �2 � � au GLASS STOP, IMPACT 510809 + 51.6808 DURA -STORM ORES STEEL TUE rm .. �. 0, 3a. GLITTER., IMPACT' 10114 CR�a _.. K '- t STILE STILE EXTRUSION 413531 I3L)Rt1-BTCTPht (SOLID INFILL) EXTRUSION 157503 EXTRUSION 157523 EXTRUSION 4139301 ALTERNATE THRESHOLD -TAPERED ONE SIDE EXTRUSION 516340 w a g £, , II ALTERNATE ATE i ! THRESHOLD -TAPERED TWO SIDES i f9A,2513. rr EXTRUSION 515260 TRACK TUBE j 3 DURA -GLIDE _ EXTi1USION 51505 INTERLOCKS HERE , r ' { r x f 04 -SAT -0040 4 �y �{+ ` I °°0V°`YtJr HEADER DURA -GLIDE s7�z3�afs» ,S£a13zomd s img k"Ag; with disc COVER-HEAOER EXTRUSION 10755 _. L _ dirAiat3la '33 fi37fgz � DURA -GLIDE EXTRUSION S S6I16 RAIL., SOTTt3M-'SX/50 9 5/8 RAIL , BOTTOM -5X150 9 5/8 RAIL,I3QTT0J�€'SXj5 19 aI& aaff�A� rk EXTRUSION 516329 EXTRUSION 516330XTIR..US:IOi'sl' ASSY ALUMINUM AUTOMATIC ENTRANCE SLIDING DOOR N.O.A. INFORMATION 1 N.T.S. INTERIOR ; '1 F.iriERlb3T , c EL U aidFINISHED ' i f' FLOOR OCATIO Y f '•E i BOLT gg g LC)CsrOP1 E 3 N ` WOR 1%2' .E r ,1 1/211 __.. - 5152,60 i .:. . ANCHORS AT S- LL 515262 ARE DOU&I ROW mTER3fJR M 4z FLUSH �BOLT€�.CATIO1 ;'"' n 3t f s ° FLOOR FINIStE#� £ ki � f f � ANCr'0R5 AT 4,5 ARE DOUBLE RDW 516340 (5� �y LIOtHRESD OPTIONS - raa + 3�w� £T fit 1.563 GLA ING Sr;:HfID BI .t,)IN its i yCM £?ULf NE£..uii"1) �ii 13?GRIi# GLk$5 3TC DOW CORNING 99>I9 i I {SFE GLAZING sCHIED) GLAZING, COMP6110 In MIN. , 1 SE71N Gr6l 2K i; CLASS £ . E t PENETRATION. •al.; i ry .ti ........ :......... 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It c c 0 d a� o °sem �o� o�.00) ED w ° o � �C = 9 b Sr '> to c N n. • NFPA - 36.1.4.2.2 For the purpose of the classification required in 36.1.4.2.1, the requirements of 36.1.4.2.2(A), 36.1.4.2.2(B), and 36.1.4.2.2(C) shall be met. A. The aggregate gross area shall be the total gross area of all floors used for mercatile purposes. B. Where a mercantile occupancy is divided into sections, regardless of fire separation, the aggregate gross area shall include the area of all sections used for sales purposes. C. Areas of floors not used for sales purposes, such as an area used only for storage and not open to the public, shall not be counted for the purposes of the classifications in 36.1.4.2.1(1), 36.1.4.2.1(2), and 36.1.4.2.1(3), but means of egress shall be provided for nonsales areas in accordance with their occupancy as specified by other chapters of this Code. • NFPA - 36.1.4.2.4 Where a number of tenant spaces under different management are located in the same building, the aggregate gross area for subclassification shall be one of the following: 1. Where tenant spaces are not seperated, the aggregate gross floor area of all such tenant spaces shall be used in determining classification per 36.1.4.2.1. 2. Where individual tenant spaces are separated by fire barriers with a 2 -hour fire resistance rating, each tenant space shall be individually classified. 3. Where tenant spaces are separated by fire barriers with a 1 -hour fire resistance rating and the building is protected throughout by an approved, supervised automatic sprinkler system in accordance with 9.7.1.1(1), each tenant space shall be individually classified. 4. The tenant spaces in a mall building in accordance with 36.4.4 shall be classified individually. • NFPA - 36.2.2.2.1 Doors complying with 7.2.1 shall be permitted. • NFPA - 36.2.2.2.2 Locks complying with 7.2.1.5.4 shall be permitted only on principla entrance/exit doors. • NFPA - 36.2.2.2.4 Delayed -egress locks complying with 7.2.1.6.1 shall be permitted. • NEPA - 36 .2.2.2.5 Access co ntrolled egress doors complying with 7.6.1.6.2 shall be permitted in buiuldin s protected throughout by an approved, supervised fire detection system in accordance with Section 9.6 or an approved automatic sprinkler system in accordance with 9.7.1.1(1). • NFPA - 36.2.2.2.6 Where horizontal or vertical security grilles or doors are used as a part of the required means of egress from a tenant space, such grilles or doors shall comply with 7.2.1.4.1.4. • NFPA - 36.2.2.7.1 Exit passageways complying with 7.2.6 shall be permitted. • NFPA - 36.2.5.2 Dead-end corridors shall comply with 36.2.5.2.1 or 36.2.5.2.2. • NFPA - 36.2.5.2.1 In buildings protected throughout by an approved, supervised automatic sprinkler system in accordance with 9.7.1.1(1), dead-end corridors shall not exceed 50 ft. .2 In all buildings not complyingwith 36.2.5.2.1 dead-end corridors shall not exceed 240 in. • NFPA - 36.2.5.2 g , NFPA - 36.2.5.3 Common paths of travel shall be limited as follows: • 1. Common paths of travel shall not exceed 75 ft. in mercantile occupancies classified as low or ordinary hazard. 2. Common paths of travel shall not exceed 100 ft. in mercantile occupancies classified as low or ordinary hazard where the building is protected throughout by an approved supervised automatic sprinkler system in accordance with 9.7.1.1(1) 3. Commonpaths of travel shall not be permitted in mercantile occupancies classified as highh hazard. • NFPA - 36.2.5.4 Aisles leading to each exit shall be required, and the aggregate width of such aisles shall be not less than the required width of the exit. • NFPA - 36.2.5.5 Required aisles shall be not less than 36 inches in clear width. • NFPA - 36.2.5.6 In Class A mercantile occupancies, not less than one aisle of a 60 inch minimum width shall lead directly to an exit. • NFPA - 36.2.5.7 In other than bulk merchandising retail buildings, if the only means of customer entrance is through one exterior wall of the building, two-thirds of the required egress width shall be located in such wall. • NFPA - 36.2.5.11 Exit access in Class A and Class B mercantile occupancies that are protected throughout by an approved, supervised automatic sprinkler system in accordance with 9.7.1.1(1), and exit acess in all Class C mercantile occupancies, shall be permitted to pass through storerooms, provided that the following conditions are met: 1. Not more than 50 percent of exit access shall be provided through the storeroom. 2. The storeroom shall not be subject to locking. 3. The main aisle through the storeroom shall be not less than 44 inches wide. 4. The path of travel through the storeroom, defined with fixed barriers, shall be direct and continuously maintained in an unobstructed condition. • NFPA - 36.3.3.1 General. Interior finish shall be in accordance with Section 10.2. • NFPA - 36.3.3.2 Interior Wall and Ceiling Finish. Interior wall and ceiling finish materials complying with Section 10.2 shall be Class A or Class B. • NFPA - 36.3.3.3.2 Interior finish in exit enclosures shall be Class I or Class 11. • NFPA - 36.3.4.2 Initiation. Initiation of the required fire alarm system shall be by any one of the following: 1. Manual means in accordance with 9.6.2.1(1) 2. An approved automatic fire detection system that complies with 9.6.2.1(2) and provides protection throughout the building; plus a minimum of one manual fire alarm box in accordance with 9.6.2.5 3. An approved automatic sprinkler system that complies with 9.6.2.1(3) and provides protection throughout the building; plus a minimum of one manual fire alarm box in accordance with 9.6.2.5 • NFPA - 36.3.4.3.1 Occupant Notification. During all times that the mercatile occupancy is occupied, the required fire alram system, once initiated, shall perform one of the following functions: 1. It shall activate an alarm in accordance with 9.6.3 throughout the mercantile occupancy. Positive alarm sequence in accordance with 9.6.3.4 shall be permitted. 2. In shall activate an alarm signal in a continuously attended location for the purpose of initiating emergency action, by personnel trained to respond to emergencies, as follows: A. Emergency action shall be initiated by means of live voice public address system announcements originating from the attended location where the alarm signal is received. B. The live voice public address system shall be permitted to be used for other annoucements, provided that the emergency action use takes precedence over any other use. • NFPA - 36.3.4.3.2 Emergency Forces Notification. Emergency forces notification shall be provided and shall include notifying the following: 1. The fire department in accordance with 9.6.4 2. The local emergency organization, if provided • NFPA - 36.3.5.1 Mercantile occupancies shall be protected by an approved automatic sprinkler system in accordance with 9.7.1.1(1) as follows: 1. Throughout all mercantile occupancies three or more stories in height 2. Throughout all mercantile occupancies exceeding 12,000 Sq. Ft. in gross area 3. Throughout stories below the level of exit discharge where such stories have an area exceeding 2,500 Sq. Ft. and used for sale, storage, or handling of combustile goods and merchandise 4. Throughout multiple occupancies protected as mixed occupancies in accordance with 6.1.14 where the conditions of 36.3.5.1(1), 36.3.5.1(2), or 36.3.5.1(3) apply to the mercantile occupancy • NFPA - 36.3.5.3 Portable fire extinguishers shall be provided in all mercantile occupancies in accordance with 9.7.4.1 • NFPA - 36.7.1 Drills. In every Class A or Class B mercantile occupancy, employees shall be periodically trained in accordance with Section 4.7. • NFPA - 36.7.2 Extinguisher Training. Employees of mercantile occupancies shall be periodically instructed in the use of portable fire extinguishers. • NFPA - 36.7.3 Food service operations shall comply with 12.7.1. • FBC -1006.1.4 Required illumination shall be arranged so that the failure of any single lighting unit will not result in an illumination level in any designated area of less than 0.2 footcandle. • FBC -1006.2.1 Emergency lighting facilities for means of egress shall be provided in accordance with this section for the following: 1. Every building or structure where required in Table 1006. For the purpose of this requirement, exit access shall include only designated stairs, aisles, corridors, ramps, escalators and passageways leading to an exit. For the purposes of this requirement exit discharge shall include only designated stair, ramps, aisles, walkways & escalator leading to public way. • FBC -1006.2.3.1 Emergency illumination shall be provided for a period of % hours in the event of failure of normal lighting. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40:1 shall not be exceeded. • FBC -1006.2.3.2 The emergency lighting system shall be arranged to provide the required illumination automatically in the event of any interruption of normal lighting, such as any failure of public utility or other outside electrical power supply; opening of a circuit breaker or fuse or any manual act(s), including accidental opening of a switch controlling normal lighting facilities. •FBC 1006.2.3.3 Emergency generators providing power to emergency y lighting systemsstems shall be installed in accordance with NFPA 110. Stored electrical energy systems where required in this code shall be installed and tested in accordance with NFPA 111. • FBC -1006.2.3.4 Battery-operated emergency lights shall use only reliable types of rechargeable batteries provided with suitable facilities formaintaining them in a properly charged condition. Batteries used in such lights or units shall be approved for their intended use and shall comply with Chapter 27 of the Florida Building Code, Building. • FBC -1006.2.3.5 The emergency lighting system shall be either continuously in operation or shall be capable of repeated automatic operation without manual intervention. • FBC -1006.3.1 Exits shall be marked by an approved sign readily visible from any direction of exit access. Every exit sign shall be suitably illuminated by a reliable light source. Externally and internally illuminated signs shall be visible in both normal and emergency lighting. Exception: Main exterior exit doors that obviously and clearly are identifiable as exits. • FBC - 1006.3.2 New sign placement shall be such that no point in an exit access corridor is in excess of the rated viewing distance or 100 feet whichever is less, from the nearest sign. • FBC -1006.3.9 Signs installed as projections from a wall or ceiling within the means of egress shall provide vertical clearance no less than 80 inches from the walking surface. • FBC -1013.2 Egress through intervening spaces. Egress from a room or space shall not pass through adjoining or intervening rooms or areas, except where such adjoining rooms or areas are accessory to the area served; are not a high -hazard occupancy and provide a discernible path of egress travel to an exit. Egress shall not pass through h II not ass through a room that . An exit access s a o kitchens storage rooms, closets ors aces used for similar purposes p g 9 P can be locked to prevent egress. Means of egress from dwelling units or sleeping areas shall not lead throughh other sleeping areas, toilet rooms or bathrooms. • FBC - 1013.3 Common path of egress travel. In occupancies other than Groups H-1, H-2 and H-3, the common path of egress travel shall not exceed 75 feet. In occupancies in Groups H-1, H-2, and H-3, the common path of egress travel shall not exceed 25 feet. Exceptions: 5. The common path of egress travel in occupancies in Group M shall be 75 feet in unsprinklered buildings and 100 feet in buildings protected throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. • FBC -1013.4.1 (Aisles) Groups B and M. In Group B and M occupancies, the minimum clear aisle width shall be determined by Section 1005.1 for the occupant load served, but shall not be less than 36 inches. Exception: Nonpublic aisles serving less than 50 people, and not required to be accessible by Chapter 11 need not exceed 28 inches in width. • FBC - 1014.1 Exit or exit access doorways required. Two exits or exit access doorways from any space shall be provided where one of the following conditions exists: 1. The occupant load of the space exceeds the values in Table 1014.1 2. The common path of egress travel exceeds the limitations of Section 1013.3. Table 1014.1 Spaces with One Means of Egress. Occupancy: Maximum Occupant Load: M 50 • FBC - 1015.1 Travel distance limitations. Exits shall be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story to the entrance along the natural and unobstructed path of egress travel, shall not exceed the distances given in Table 1015.1. Table 1015.1 Exit Access Travel Distance. Occupancy: M With Sprinkler System: 250 feet • FBC -1016.2 Corridor width. The minimum corridor width shall be as determined in Section 1005. 1, but not less than 44 inches. • FBC - 1016.3 Dead ends. Where more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in the corridors more than 20 feet in length. Table 1016.1 Corridor Fire -Resistance Rating. Occupancy: Occupant load served by corridor Required fire -resistance rating (hours) M Greater than 30 With Sprinkler System: 0 • NFPA - 7.2.1.2.4 Minimum Door Width. Door openings in means of egress shall be not less than 32 inches in clear width. • NFPA - Table A.7.6 Common Path, Dead -End, and Travel Distance Limits (by occupancy) Common Path Limit: Sprinklered, 100 ft Dead -End Limit: Sprinklered, 50 ft Travel Distance Limit: Sprinklered, 250 ft • NFPA - 7.2.1.3.1 The elevation of the floor surface on both sides of a door shall not vary by more than %2 in. • NFPA - 7.2.1.3.2 The elevation of the floor surfaces required by 7.2.1.3.1 shall be maintained on both sides of the doorway for a distance of not less than the width of the widest leaf. • NFPA - 7.2.1.3.3 Thresholds at doorways shall not exceed %2 in. in height. • NFPA - 7.2.1.3.4 Raised thresholds and floor level changes in excess of %4" at doorways shall be beveled with a slope not steeper than 1 in 2. • NFPA - 7.5.4.1 Areas accessible to people with severe mobility impairment, other than in existing buildings, shall have not less than two accessible means of egress, unless otherwise provided in 7.5.4.1.2 through 7.5.4.1.4. • NFPA - 7.5.4.2 Where two accessible means of egress are required, the exits serving such means of egress shall be located at a distance from one another not less than one-half the length of the maximum overall diagonal dimension of the building or area to be served, measured in a straight line between the nearest edge of the exit doors or exit acess doors, unless otherwise provided in 7.5.4.2.1 through 7.5.4.2.3. • NFPA - 7.5.4.2.2 The requirement of 7.5.4.2 shall not apply to building protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7 • NFPA - 36.1.4.2.1 Mercantile occupancies shall be subclassified as follows: 1. Class A - All mercantile occupancies having an aggregate gross area of more than 30,000 Sq. Ft. or occupying mare than three stories for sales purposes 2. Class B - All mercantile occupancies of more than 3,000 Sq. Ft., but not more than 30,000 Sq. Ft., aggregate gross area and occupying not more than three stories for sales purposes 3. Class C - All mercantile occupancies of not more than 3,000 Sq. Ft. gross area and used for sales purposes occupying one story only. CODE REVIEW ADDlicable Buildina Codes: Fire Codes: Florida Building Codes: NFPA - National Fire Protection Association Florida Building Code (FBC) - 2004 w/ 2006 Supplements NFPA 70-2005 National Electrical Code Florida Plumbing Code - 2004 Edition w/ 2006 Supplements NFPA 101 - 2003 Edition of Life Safety Code Florida Test Protocols for High Velocity Hurricane Zones - Florida Fire Prevention Code - 2004 2004 Edition Accessibility Codes: Florida Mechanical Code - 2004 Edition w/ 2006 Supplements Florida Accessibility Code - FBC Chapter II with 2006 Revisions Building Data: Occupancy Classification: Construction Type: Sprinkler Status Group M, Mercantile (309, Type 11-B Building Is Sprinklered FBC Maximum Buildin Area: ___ Per FBC table 503 Provided: __......_.. 9 ... _._ HHG- 12,500 s . ft. 30,100 sq. ft. Ar M dification: 506.3 Automatic Sprinkler Increase - A building equipped with an NFPA 13 sprinkler system in accordance with Section 903.3.1.1 is permitted an aditional 300 percent increase for a single -story buildings. Maximum Buildin Hei ht Per FBC table 503 Provided: ......................................................................... ....................__._......_.................................... .......................... HHG 55 ft. 44'-4" ft. Varies - See Elevations Occupant Load Calculations: E ress Width Calculations; .....P...................................................................................................................................................................................................................... 9 Table 1004.1.2 Max Floor Area Allowance per Occupant Table 1005 1 Egress Width Per Occupant Served . � n Mercantile: 30 S . Ft. Gross er Occu ant Mercantile - _Non Stairways.. 0..2... Per Occupant Sq............................................P............................:.....P....,....................................................................... Suite S .Ft. / Area Per Occupant _ ant = # of Occupants 0.2" = Required Width Provided Width q....,_ _ P ;_. HHG 30,100/30 = 1004 200.8" 266" urs FBC Table 601 Fire -Resistance tinRe Requirements for BuildinElementsh Construction ; Structural ! Bearing Walls Nonbearing :Nonbearing Floor Roof Ext Int walls Exterior walls Interior Type_ I Frame ) (Exterior) ( ) Construction. Construction --- ..- .................. . _..)........Q ..._._. ....._ _ .. T. a 11-B 0 hour 0 hour 0 hour 0 hour 0 hour 0 hour 0 hour 'n Fix r Re uirements Plumbl toe ..................................................... 9 403.2 Seperate facilities. Where plumbing fixtures are required, separate faclities shall be provided for each sex. Exceptions: 4. Separate facilities shall not be required in business and mercantile occupancies with a total floor area of 3,000 square feet or less. - ... . ........................... _... .................... .............. . ........... ........... .. ....................................... ......... Table 403.1 Minimum Number ofRe Required PlumbingFixtures .. See Sheet TAA for Plumbing Fixtures Provided. • FBC -1003.2 Ceiling height. The means of egress shall have a ceiling height of not less than 7 feet 6 inches. Exceptions: 1. Sloped ceilings in accordance with Section 1208.2. 2. Ceilings of dwelling units and sleeping units within residential occupancies in accordance with Section 1208.2 3. Allowable projections in accordance with Section 1003.3. 4. Stair headroom in accordance with Section 1009.2. 5. Door height in accordance with Section 1008.1.1. • FBC -1003.3 Protruding objects. Protruding objects shall comply with the requirements of Sections 1003.3.1 through 1003.3.4. • FBC -1003.3.1 Headroom. Protruding objects are permitted to extend below the minimum ceiling height required by Section 1003.2 provided a minimum headroom of 80 inches shall be provided for any walking surface, including walks, corridors, aisles and passageways. Not more than 50 percent of the ceiling area of a means of egress shall be reduced in height by protruding objects. Exception: Door closers and stops shall not reduce headroom to less than 78 inches. A barrier shall be provided where the vertical clearance is less than 80 inches high. The leading edge of such barrier shall be located 27 inches maximum above the floor. • FBC -1003.3.2 Free-standing objects. A free-standing object mounted on a post or pylon shall not overhang that post or pylon more than 12 inches where the lowest point of the leading edge is more than 27inches and less than 80 inches above the walking surface. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches, the lowest edge of such sign or obstruction shall be 27 inches maximum or 80 inches minimum above the finish floor or ground. Exception: This requirement shall not apply to sloping portions of handrails serving stairs and ramps. • FBC -1003.3.3 Horizontal projections. Elements cannot project over a walking surface more than 4 inches when they are located between 27 and 80 inches above the floor. Handrails can project up to 4%2 inches from the wall. • FBC -1003.3.4 Clear width. For accessibility provisions related to protruding objects, refer to Section 11-4.4 as provided in Section 1003.3. • FBC -1003.4 Floor surface. Walking surfaces shall be slip resistant under foreseeable conditions. The walking surface of each element in the means of egress shall be uniformly slip resistant along the natural path of travel. • FBC -1003.5 Elevation change. Change in level in the means of egress shall be either by a ramp or by a stair. The presence and location of ramped walkways shall be readily apparent. • FBC -1003,5.1 Where a change in level means of egress not exceeding 21 inches is achieved by a stair, the minimum tread depth of such stair shall be 13 inches and the presence and location of each step shall be readily apparent. Exception: Within a dwelling level. • FBC -1003.5.2 Where change in elevation of 12 inches or less occurs in exit access corridors, exits and exit discharge, ramps complying with Section 1010 shall be provided. Exception: Within a dwelling level. • FBC -1003.5.3 Accessibility. For accessibility provisions related to changes in levels, see Section 11-4.3.8. • FBC -1003.6 Means of egress continuity. The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of a means of egress system shall not be diminished along the path of egress travel. • FBC -1006.1.2 Illumination of means of egress shall be continuous during the time that the conditions of occupancy require that the means of egress be available for use. Artificial lighting shall be employed at such places and for such periods of time as required to maintain the illumination to the minimum criteria values herein specified. • FBC -1006.1.3 The floors and other walking surfaces within an exit and within the portions of the exit access and exit discharge designated in Section 1006.1.1 shall be illuminated to values of at least 1 footcandle measured at the floor. During conditions of stair use, the minimum illumination for new stairs shall be at least 10 footcandle measured at the walking surface. Exception: In assembly occupancies, the illumination of the floors or exit aceess shall be at least 0.2 footcandle during periods of performances or projections involving direct light. 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax .................... 407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 00S T 17 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION DRAWN BY: GB, AS, RT CHECKED BY: EA DATE: 17 SEPT 2007 SHEET # GENERAL NOTES & CODE REQUIREMENTS 07049 yC N N N o� c o w � N r- (D c c c .N CO = _v, o N a $ N N L +C- Q C c c o N 0 C � L o o 2 LF D $ ti 6 O c O N M.0o c � � O o a$w o a o o :5 72 0 c O c $ o N N M.0 u- M � N O m O CD a r c i7 i 'Q1 CD 3 > Lo O C oma"- N O lD cn .0 o 0 0 $ L o ° Co cco Cr moo. -m o��c O � aci$E ELM 0 9EOr U O N N N N 7 O > cL 2 _Cr_ L fA C U 3 C Q c$MCL n. 0 —F a� c rn 0 N L z E M .O d O N p (D U U C ~ L fAI- N (0 t O 7 C E N O O L N O 7 «UO. = O � c N $ _ W rJJ d f9 O C _ c � CL Q) a 0 2-9 L a� c O H T1 C N c m += O $ —ZI U � V •CQ (Dn Q d o�$� U) i5 3 O o OW E c o Oa, E $SEN $ N U +y W F_ 0 m - w"3ito N 0 N t � CL 0 N O NLO'' U Q Q rO ' i L7 L O O c L CLc as = m O a ca � Q ,>>-+ c a O m .n N E d L aa+oo m q U o H r In O O OO .? N c .a 'n E - O N O O MW U L O L N O O t O C c C N N > N a O O O MO E V m c D1 20 - Cc y V rn0�U c 0 L 3 c c a �o$L CL c c m a O m� $ c o c w E o c�0 - c�a�c c 'S M a $ LIFE SAFETY LEGEND NUMBER OF MOUNTING: PEOPLE SERVED SHIELDING: 00. EXIT WIDTH MARKER 00. CLEAR EXIT WIDTH NOM. DIMENSIONS: PROVIDED (INCHES) GENERAL DESCRIPTION: HOUSING: MAX. TRAVEL DISTANCE TO EXIT OR EXIT TRAVEL DISTANCE - 0'-0" -- ACCESS DOOR AS PER SECTION 1004.1 (INCLUSIVE EXCEPTION 1004.1.4) FIRE EXTINGUISHER W/MOUNTING BRACKET (10 LBS 10 B:C CARBON DIOXIDE) FE -- SEE ELECTRICAL DRAWINGS G 01 EXIT SIGNS (SEE ELECTRICAL) OTHER: EMERGENCY LIGHTS (SEE ELECTRICAL) 4 -HR RATED WALL PER U.L. BUXV.U901 T E RE: 1/A0-1 DOUBLE UNIT - TYPE A PILOT LIGHT TEST SWITCH 8-1/2" MAX PILOT LIGHT TEST SWITCH SINGLE UNIT -TYPE B LUMINAIRE REQUIREMENTS: 1. ALUMINUM FINISHED CHANNEL MOUNTING BASE WITH TEST SWITCH AND PILOT OR HIGH RATE INDICATING LIGHT. 2. CYLINDERS FOR LIGHTS AND BATTERY AND CHARGER SHALL BE PAINTED, MATTE WHITE AND SHALL BE FULLY ADJUSTABLE. 3. BATTERY SHALL BE MAINTENANCE FREE NICKEL CADMIUM WITH FULL 5 YEAR WARRANTY. 4. UNIT SHALL HAVE AUTOMATIC TWO RATE CHARGER. 5. SWITCHING AND CONTROLS - COMPLETELY SOLID STATE WITH AUTO TRANSFER AND LOW VOLTAGE CUTOFF. TEST SWITCH AND HIGH RATE INDICATING LIGHT. 6. 9 WATT TUNGSTEN HALOGEN LAMP. TYP EMERGENCY LIGHT DETAIL SCALE: N.T.S. SURE-LITES LPX-60-RWH EXIT LIGHT LAMP TYPE: -- LED MOUNTING: - UNIVERSAL SHIELDING: -- FLAT SHEET ACRYLIC LETTERS: -- RED NOM. DIMENSIONS: - 289mmX200mmX44mm (11 3/"W X 7 Z/a'H X 1%"D) GENERAL DESCRIPTION: HOUSING: -- DIE-CAST ALUMINUM OR 20 GA. COLD ROLLED STEEL, HARDWARE FINISH TO MATCH HOUSING FINISH. 152 mm (6") H LETTERS WITH 19 mm (3/4") STROKE. DIRECTIONAL ARROWS AS REQUIRED ELECTRICAL: -- SEE ELECTRICAL DRAWINGS FINISH: -- WHITE OTHER: - MINIMUM BRIGHTNESS 20 CD/SQ METER ON FACE OF SIGN TYP LED STENCIL -FACED EXIT SIGN SCALE: N.T.S. PROVIDE BLOCKING SUPPORT IN WALL WHERE REQUIRE[ WALL MOUNTE[ FIRE EXTINGUISHEF (SEE FLOOR PLAt FOR LOCATIONS FLOOR LINE PORTABLE FIRE EXTINGUISHER IN REGESSEU GABINt I EXTINGUISHER RATING 2-AAO-B:C FIRE CLASS A LIGHT (LOW) HAZARD TYP WALL -MOUNTED EXTIGUISHER SCALE: N.T.S. LIFE SAFETY PLAN U SCALE: 1/8- =1'-0" - 2.4 - 3.4 - 3.7 NORSN M # DATE DESCRIPTION A 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE: 17 SEPT 2007 RCHITECT I N T E I IPA C R A, P H I ■ L A N ISI I 423 South Keller Road #200 Orlando, Florida 32810 Phone ........ ......... 407-660-2766 Fax... ............. ..... 407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc Al Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 20 17 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION A 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE: 17 SEPT 2007 SHEET # y C z_ m C O ro 13 G O m ro m C N 0 m O m 3 m CD .o o C Mcen x000 0 Cn � o :� N •C C C 0 ro m ro Or 0— 0 5O 3 0•c0m CD Z o c�3o 0 6 o�a0 L m 12 1✓ L W 0'C S $ c o c m C ro0rd ' a a) �UMa > Q ° �LaCD �= E T -o 'cn 0 3 > `o �ai�a� C r 3� t c m moM c E �+ m c o 0 0 ,E a)cr E 8 2 ° O ro oro cm m=1 m o ro o"w5 ro 51 E $ E E fl m `o (n o m D E c'n O O L O �= E U 0 f00 roa�3`o > a2 � 0 CLC; ro CO w ro C Occ U 3 c c P ai Q c v ro a m� E ro �0 0- o c a) o m U O t 2 rte+ I-- ro ro �aac`o ro 00 E L (Do ro W ° c ro ro m 0) C1 ro L Cc .� -0 CD .0C r T ro C N 0 ro a a) M 0 '0 - cu Ero L ro ro o o 5 v c ro C M +! O 8 L 2 cya'L o �>, $ in m'v3ro C O ro C ;_ E ,eo oa O CO G U ro +� L .. Q_ N1' G 3 N t ro a) m— E 1� LEE) t — o. w �oU O X CL a)Cro-2 ro f CL 3, r N C t Q7 _ 0 ro �t-- a c c -v rom n a > 2 ro �a?�aci LEaE aI 0 -0 -00 L o '2 aa) U 0H c o oo�a� c.a j ro m c -0 I O m N 0 rp O (D�_-Z U O ro L � ro O fir" 0 O C C ro N > C m a) O N 0 C%7 G .r m C C C �UEd m' 0 L c D1 m E ".0 Lu 3 c o a -0 Q 0 C C O EL O O L - O O (A ro E ro 0 c ro ro c I? in 0 C4 ^^"'CRETE WASH A. STEEL PIPE BOLLARDS. IT BOLLARDS SILVER TO CH ADJACENT REFRONT. 3RETE SIDEWALK RETE FILL /EL BACKFILL BOLLARD DETAIL AT STOREFRONT SCALE: 1/2" = V-0" NOTE: HEIGHT OF THE CURB ESTABLISHES THE LENGTHS OF RUN AND SIDE FLARES OF THE RAMP; RE: CIVIL FOR ACTUAL DIMENSION. DIMENSIONS SHOWING IN DETAIL ARE MINIMUM. "�%[ i L. i in1wi%.r%r rtmrvlr. hr 1 Cr% POUR AND SCREEDING OF CONC. WASH THE SURFACE WITH CLEAN WATER TO EXPOSE THE AGGREGATE %e"-'/4" DEEP ADA RAMP PLAN DETAIL HANDICAP RAMP PARKING 6-0 1:12 SLOPE PAVEMENT m PAVEMENT REINFORCED BASE CONC. SLAB- ADA RAMP SECTION DETAIL / SCALL: 1/4" = 1'-0" \ " I / gr.AI F- 1/d" = 1'-n" CONTROL LINE/FACE-- OF STOREFRONT -%Z' EXPANSION JOINT W/ ASPHAULT BOARD AND SEALANT VARIES (MAX. SLOPE = 2%) ENLARGED ARCHITECTURAL SITE PLAN - FOR REFERENCE ONLY SCALE: 1" = 20'-0" RETAIL 05 51- 03 05 02 AS1- NORTH ARCHITECTURAL SITE PLAN - FOR REFERENCE ONLY 11 1 \ /// \ " " / SCALE: 1" = 50'-0" I t o. ISC 0 T T 0- 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 2- 1 i I �A Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS ❑I DESCRIPTION A ! 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE : 17 SEPT 2007 Q' RCHIEl W ;i Z (Y I. 1 N T Es G R A P H I C S 0- 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 2- 1 i I �A Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS ❑I DESCRIPTION A ! 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE : 17 SEPT 2007 Q' W Z (Y I. 0- 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 2- 1 i I �A Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION A ! 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE : 17 SEPT 2007 0 c a> 0 ) 3 0 o ° O y � aa�o _c E o y 0 CL N O O W 8 0 0 ` Q) �> mo c � E 10'� w- M O C O N 0c O r `'- O 7 U � U 0.1 O N O) p °00 O U O EZ �_ C a ay 0 �0 0 O oc a7 .mgn C .� a ro � 4 r+ 2 C• Q) U 0 C6 > .0.� LL Mo ` O -0 120 �p C CDC O 3 > O a) LDM O N C r - u7 O al _C E .5 o `0 0 :- 0m cEE� 8LOo - r -r 0 o 0 'O 0 C W a O � E " E E0f° 0 'w M as O N C -C CT O 0r O 4"- E U ,C 0 = 8 N E =O .0- > > CL U c 0 c cC V3 N C MCj O `- C O � Q - U m a m � q m Ew0ti �0a)0 mrm c0 m r ` -c Nw F- M c 0 aD M Q) E `ID E 3 0 0 o E �0�0 0oa) t X0.50 a0�,�, o_�s co c � o •c c o � , m m a. 0 (ipOE 8aM M ` c m CD O O O +' '0 U F— C a) 0 O z =0 O U L U O i �Q U r N a D oS o E `—° 0 o a. o�E0 c t e to N 4 r (nM OC N a)r0., W— Ec�2m � 0to CL o0aa N c -2 a�Li s CL o: .� CD U L � C C ai�QL �mr>, a) -T >coa)w s�cc C0 EM V CD O O tD c U) a7 U 0H� C c o 0 0 0 cam? EOcco� O N 0 a)0=� V E M a)� o v 3 (D.oma� c c � Ec > 0— m M r �mm m in r N f0 U N 2 L U 0 8 o alai aa) C s C) - 0 O M C O U O;;.-'0fn C o r CID U) Lo o � � 0 c o 0 C t > c 'S m 0. 8 1 A3.2 FLOOR PLAN U 1 SCALE: 1/8" = 1'-0" I=MM _ 03 A4-1 SIM So N 02 A4-1 SIM - 1.5 O - 1.8 d' _ 2 O (V r 4�2.4' z� M p N W z 1 CL A3.1 w Lu WU _ 02 A42 P T t � � 02 01 SIM 03 SIM A4-3 SIM A4-3 2 A4-2 A3.2 0 M NORTH 423 South Keller Road 4200 Orlando, Florida 32810 Phone ......... . ....... 407-660-2766 Fax....................407-875-3276 Website ........www.scoftarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. ICONSULTANT PROJECT TITLE SEAL 200 - 7 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION 1 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE: 17 SEPT 2007 CHf ECT 1 N T E 9 0 Ii G R A P 11 P L A N N I 423 South Keller Road 4200 Orlando, Florida 32810 Phone ......... . ....... 407-660-2766 Fax....................407-875-3276 Website ........www.scoftarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. ICONSULTANT PROJECT TITLE SEAL 200 - 7 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION 1 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE: 17 SEPT 2007 SHEET # JOB NUMBER: 07049 _ m cu03 0O o c y ro (A CO m O y L O (p 6 O C _% .0 •C y 0 o 0 UO L O C O O N L o c o�,w 0 0 U a U O -O = d? Croom 8 _ � 3 0. n+ a L w O ro CLE : 8 rn o co y as c O 8 c �a 0 �a — L cl; w (D U Q d Q t N N Z 2E LL M yL- W 0 U 3 ° 0 c CD: 8 00 0.2 c ro O > L [� L o c t �° �s�30 30ro� 0 O O C y � E L O U 0 0 +r o E N ro �— c ro�cC:r y O •- 0 _Qac roCL E $ E E.0Lro 0 'a v0i m c N E E o o — ° >a2ti >, 0 a c ro�o�i me o U c W .. 3 � E �Q c 8 ro a 2,yL CDc 76 _� m m CD E � E ��ti 0 0 0 0 N V C L ~ L U aEi aO 'Q 0 E L ro O t 0 U O C O a 0 L_ co a�vL ro co c � :0 ro CL as (. 0c o E ro L L- s N 0 O O 7 o8ry .ro 0 N as o ,�• 8 Z N�a3ro 00`—° 0 E c m �vo0a N O 8 ro i -y L C ro ( ~ o :6 a) c3a�it a�a3rn— a✓ro25 'a wQB o� as 0 c 0-2 Zroti� FI) C: m w 3 0 ro=wro c c ro :o Q aM CD y .0 �-Maci LEa� °,o+ao C n O U O c �- y 0 0 � L C O O O N c .0 E c 0 O N a o m o .+ L_ N � U � L L L 0'0 C G O NQ1 0 — m E m� (— L � D D Cm DEO ' U c —C 3coo. 20 t CD > C3 O a� CD c c (DI 0L C O L 8 O +J N fn C N E o 0 �t� ro»r� w C L0 - U ( ROOF PLAN SCALE: 1/8" = V-0" NORTH 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ..... _ .. SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc - All Rights Reserved Worldwide_ CONSULTANT PROJECT TITLE Uj HCD Q 2 Co O L.L LL O L � z o LIL U) aCM w SEAL r 2007 17 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION s COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE : 17 SEPT 2007 A`RCHI.3`ECT NTI�I0 I R` A P H i L A N N I 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ..... _ .. SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc - All Rights Reserved Worldwide_ CONSULTANT PROJECT TITLE Uj HCD Q 2 Co O L.L LL O L � z o LIL U) aCM w SEAL r 2007 17 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE : 17 SEPT 2007 SHEET # P-1 ROOF PLAN AT L JOB NUMBER: 07049 D Nc v D 0 3 o y C O Cfl 7 fCC� L O _�_ L ry� Q a o c �o `a 0 a co '° L O �= o c M vi 0 ao L U O CL E Z $ C C O yy N N :a 0 N C O C l0 8 0 �� 0) N Lo cc OL M 7 ,4 O a> — .0 a j 8 O 7a5N �E rn N 00 3� L°v, 0 3 > 0 cv O 0u C E :2—C, O + U 0 O ' _ O N J= 8 2 �" — O L 02 O C t N CIF O O 2 G � 7 �E8E ECD COD r - co N C N rn a M O 9 E U 76 N N.0-_0 a, o a c c= E— +ccc CO N a) O M c o c U M a C CD L 7 _t E -0 (L b 0, p O '- O C 2 L EO IC 2 0 O E L m v N a?oo° LID U G , Q w <C L t ,2) n7 c0 � d d a a E n c o 0 O �"vco ppc co •- O Cj L U � a a o ,�• 8 � o E m c 45 O O CIL 8 E 0 ca Cc C ~ o� o� c 3 E °c E c"o w 8 2% U) _Q �0 �� as C .LL C 1 3 O �cr-D ID CML Cto -2 C U � ¢`f Cato cvt � -C c E E rnp o � aD cn U a s c o 0 0 .� 0C .Q U 0 0 N �0 . t •c 0 CD C °J r 00 U N c cn � N � L 0 o c > 0 0 • o_ (D a) 0`0.Q0c � E � Mami 0 c 2)0' U rnEmE C o 2c oo -0 o 0 t a 0� 0 CU o°yin c � aGi C 6- E N o 0 cy ami c orb o rn Sc`o$.8 RIGHT SIDE ELEVATION FRONT ELEVATION 0%�t,%LC: 1/0 = I -U +144'-04" T/ PARAPET +137'-00" T/ PILLAR +118'-00" B/ CANOPY A A2 A4 B C D E F I I I I I I I I I I 1 I I I I I I I I I I 12 14 3 4 15 03 1 4 1 15 4 01 1 1 15 1 4 1 15 02 1 11 1 7 03 15 I I A4-2 I A4-3 I I A4-3 I A4-3 I �� CJ CJ I I I I I I 5 4 3.7 3.4 3 2.6 2.4 2 1.8 1.5 1 I I 1 I I I +126-08" k T/ MASONRY FINISH SCHEDULE # FINISH MATERIAL 01 SHERWIN WILLIAMS #6080 12"X8"X16" SPLIT FACE, CONCRETE CHECKED BY: 'UTTERLY BEIGE' MASONARY 02 CMU BANDING - SW #6077 12"X8"X16" SMOOTH FACE 3 SCORE 'EVERYDAY WHITE' CONCRETE MASONARY 03 STO 'FRENCH VANILLA' E.I.F.S. SYSTEM -1 04 STO'SANDSTONE' E.I.F.S. SYSTEM -2 05 CLEAR ANNODIZED ALUMINUM STOREFRONT FRAMING 06 PAINT TO MATCH ADJ.CMU HOLLOW METAL DOOR 07 PAINT TO MATCH ADJ.CMU INSULATED OVERHEAD ROLLING �[ DOOR W/ DOCK SEAL 08 PAINT TO MATCH E.I.F.S. T -6"H-1 1/4"T. STEEL PIPE GUARDRAIL SYSTEM -1 W/1/2"X1/2" VERT.STL.BARS @ 4" O.C. 09 SAFETY YELLOW 6"D.X10'-0"L.STEEL BOLLARD W / 5'-0" Keller Road #200 Orlando, EXPOSED ABOVE GRADE. 10 PAINT SW "P-9" GUNMETAL GREY .FILL SOLID W/ CONC. & 6"DX42"H SURFACE MTD.PIPE BOLLARDS ...... 407-875-3276 PROVIDE WASH AT TOP. 11 PAINT TO MATCH ADJ.CMU 48"X 48" COMPACTOR DOOR 12 — FUTURE TENANT SIGNAGE 13 PAINT TO MATCH ADJ.CMU ALUM.DOWNSPOUTS 14 HHGREGG GOLD E.I.F.S. SYSTEM -3 15 EXTERIOR LIGHT FIXTURE (SEE ELECTRICAL) 16 PAINT TO MATCH EIFS CAST STONE BASE SYSTEM -2 GENERAL NOTES: 1. EXTERIOR PAINT TO INCLUDE ADDITIVE TO PREVENT MILDEW AND FUNGUS GROWTH 2. PAINT SHALL BE SHERWIN WILLIAMS 20 YR. SUPER PAINT (SATIN) OR APPROVED EQUAL 3. ALL METAL PAINT TO BE ENAMEL BASE AND CARRY MINIMUM 10 YEAR WARRANTY 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EXTERIOR LIGHT FIXTURES PRIOR TO PURCHASE AND INSTALLATION. 5. CONTRACTOR TO PROVIDE AND SUBMIT TO ARCHITECT FOR APPROVAL FOR COMPONENTS AND CLADDING A NOTICE OF ACCEPTANCE FROM THE STATE OF FLORIDA AND SHOP DRAWINGS FOR APPROVAL BY ARCHITECT, ENGINEER, AND CITY PRIOR TO ORDERING AND CONSTRUCTION OF ALTERNATES. 6. ELEVATION HEIGHTS ARE FOR REFERENCE ONLY. SEE CIVIL FOR ACTUAL FINISHED FLOOR HEIGHT. 7. SIGNAGE NOT INCLUDED IN THIS SET AND SHALL BE APPLIED FOR IN A SEPARATE PERMIT. 8. G.C. TO COORDINATE WITH TENANT SIGN VENDOR AND PROVIDE ALL CONDUITS & J -BOXES REQUIRED FOR INSTALLATION OF SIGNAGE. SYMBOLS LEGEND SYMBOL DESCRIPTION F7 ' AREA OF 5/8" FIRE -RATED PLYWOOD I- SIGN BACKING �. S C 0 T T 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: MI �� tI� 17 SEPT 2007 Z F— C1 �[ r CL 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax .............. ...... 407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 0 Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 2 7 s T17 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE : 17 SEPT 2007 Q C 0 C a�03 o° °mcca ro c 'D o -ccw Co :3 w Y O E � � L O Q 00 C � 0 -. = 3 m ° (D m 0) > m o c c co cc �Coai ,@ro—m c E2 `o°'moo O = L 0 OfM* 0 c,E�� M>' 0.W a p ` U 0 ro CLE $ � �ro 0 0 m ,2 C 0 c ro s '0.2) 'i faro � ca (U U O .N Z N LL E tq 0 � Up c :Ei M 3�ac 120 -0 3 > `o 8 > m y -A o c — N t C (C U O E -Ca C O U O 0 U O ro p 0 C ro (Cp +L' Cr C O ,0 a C 0 .a 0 E E E 0 m y� CU a�oroc E ccc in m o�s� ,2E0t U N N Q O V C 0 O r- 46 40 0 -0 -a mc 0 0 0 �_0 =OQ ro 0 O 0 N 0 C E c 0 0- m a%i C L ~ L O O O U � f011 s. a �O 0 0 O C 0 U y � ams ro c y o •c c ON fly? @ Q 0 tl 0 O �pr tZ� U @ L t OJ w N 0 O 0 7 Q t? t U � a a y O,�!+S 12 h "O -k 0 O 0 ro o O O tl IS o� ro U i t NM�t– o� c3a2:is cumw— EmBm -MO —_ a w ,E�xa 0 c 0 -2 :5ro :c U5U i C C 3 0. r� �2 m NL -2 c c ro o Q ,• c a ro (D yE tL moo � m m U 0H� "- c � c o o-00 c a Ecco -0, ` o °'off ma M >£ o © c c U ro > 0 O N 0 0-0 y Q O 0 7 U Ec _ CD rn� m -0 c E cva v �0o O a W> U N t'O Q � c c cna. O M c O a) o -0 a) as o0 -a_ C U p C LEFT SIDE ELEVATION SCALE: 1/8" =1'-0" REAR ELEVATION SCALE: 1/8" =1'-0" C I i I +129'-04" SONARY I CJ B A4 A2 A — 15 I 1 I 1 4 1 F-11 1 SIM Q3_ F41 1 115 1 F41 IF -3 114 1 1 2 3 4 4.2 5 I I I I I I 12 +144'-04" T/PARAPET +137'-00" T/ PILLAR +130'-08" � T/ MASONRY +118'-00" B/CANOP FINISH SCHEDULE # FINISH MATERIAL 01 SHERWIN WILLIAMS #6080 12"X8"X16" SPLIT FACE, CONCRETE CHECKED BY: 'UTTERLY BEIGE' MASONARY 02 CMU BANDING - SW #6077 12"X8"X16"SMOOTH FACE 3 SCORE r� 'EVERYDAY WHITE' CONCRETE MASONARY 03 STO'FRENCH VANILLA' E.I.F.S. SYSTEM -1 04 STO 'SANDSTONE' E.I.F.S. SYSTEM -2 OS CLEAR ANNODIZED ALUMINUM STOREFRONT FRAMING 06 PAINT TO MATCH ADJ.CMU HOLLOW METAL DOOR 07 PAINT TO MATCH ADJ.CMU INSULATED OVERHEAD ROLLING Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. DOOR W/ DOCK SEAL PAINT TO MATCH E_I.F.S. 3'-6"H.1 1/4"T. STEEL PIPE GUARDRAIL 08 SYSTEM -1 W/1/2"X1/2" VERT_STL.BARS @ 4" O.C. SAFETY YELLOW 6"D.X10'-0"L.STEEL BOLLARD W / 5'-0" 09 EXPOSED ABOVE GRADE. 10 PAINT SW "P-9" GUNMETAL GREY .FILL SOLID W/ CONC. & 6"DX42"H SURFACE MTD.PIPE BOLLARDS PROVIDE WASH AT TOP. 11 PAINT TO MATCH ADJ.CMU 48" X 48" COMPACTOR DOOR 12 — FUTURE TENANT SIGNAGE 13 PAINT TO MATCH ADJ.CMU ALUM.DOWNSPOUTS 14 HHGREGG GOLD E.I.F.S. SYSTEM -3 15 EXTERIOR LIGHT FIXTURE — (SEE ELECTRICAL) 16 PAINT TO MATCH EIFS CAST STONE BASE SYSTEM -2 GENERAL NOTES: 1. EXTERIOR PAINT TO INCLUDE ADDITIVE TO PREVENT MILDEW AND FUNGUS GROWTH 2. PAINT SHALL BE SHERWIN WILLIAMS 20 YR. SUPER PAINT (SATIN) OR APPROVED EQUAL 3. ALL METAL PAINT TO BE ENAMEL BASE AND CARRY MINIMUM 10 YEAR WARRANTY 4. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EXTERIOR LIGHT FIXTURES PRIOR TO PURCHASE AND INSTALLATION. 5. CONTRACTOR TO PROVIDE AND SUBMIT TO ARCHITECT FOR APPROVAL FOR COMPONENTS AND CLADDING A NOTICE OF ACCEPTANCE FROM THE STATE OF FLORIDA AND SHOP DRAWINGS FOR APPROVAL BY ARCHITECT, ENGINEER, AND CITY PRIOR TO ORDERING AND CONSTRUCTION OF ALTERNATES. 6. ELEVATION HEIGHTS ARE FOR REFERENCE ONLY. SEE CIVIL FOR ACTUAL FINISHED FLOOR HEIGHT. 7. SIGNAGE NOT INCLUDED IN THIS SET AND SHALL BE APPLIED FOR IN A SEPARATE PERMIT. 8. G.C_ TO COORDINATE WITH TENANT SIGN VENDOR AND PROVIDE ALL CONDUITS & J -BOXES REQUIRED FOR INSTALLATION OF SIGNAGE. S C O T T SYMBOLS LEGEND SYMBOL DESCRIPTION F7 �'-7 Tom' -7'] ////////// �,--Z z /11J AREA OF 5/8" FIRE -RATED PLYWOOD SIGN BACKING DRAWN BY: GB, AS, RT CHECKED BY: z DATE: 17 SEPT 2007 r� 4 IP I 0- 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax ........... ......... 407-875-3276 Website ........www.scoftarchitects.com License Number ........ SL#AAC001155 0 Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. SYMBOLS LEGEND SYMBOL DESCRIPTION F7 �'-7 Tom' -7'] ////////// �,--Z z /11J AREA OF 5/8" FIRE -RATED PLYWOOD SIGN BACKING CONSULTANT PROJECT TITLE SEAL r� 2 7 T17 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE: 17 SEPT 2007 HC N O C O N N C O m � N O N a O N tri y-. c0 -C y o m M '0 'N co �44-) p � c O w O 7 O O U cc cw 3 '� � f•+pU.. �.0 a 8 m oEMm�c aE� $ o a) — ��— '2 � C O C N 8O.L5 M.0 M W (1) 2 c .0 0. > N O LL M E ° c '0 3 > o (1)p N w N cwA o 0 c To rn O co c AA y E O U O O � N O ' 0 O o*'ca�i AA O ' O C wCL aciEBE E .0cd = O c Ch co N O N C n E w w y O E L O „ U L O 'N y 0 -00 'O p > n. E d cz CL 0 c ca Cl) tm c O U C c�_0 O 3 C c �8�Q CL , .2 :E c 12 N s E Ecdvd zy0Qr- E Noo E N U to O 0.2 a 11 An iT CLr co �o•ec �. N °`E c d Co co C L- N O O :3 H p c v cpp co O U U ai � •� Q +�. cn Q O ,* In rn�3a� C o cow E c cc cooa 8�E8 oC C O O O E N 2s w T a w O (DW ` O U Q Q a) '2 a� CL 3 L I v m Q � Co a E O tMU �.��� o'°�ca`�i U O C o c o oo.Qa) E�cco� °jc O Z > '� E o a� to ._ .a c c c CL U E U 0 N' M W U U) W E U L �o � I' 3� E - 8 o 0 s � CL c0 C CO IL O O �_ = C O U O ++ N f/) C� E y o 0 c O N c U> C X228 SCALE: 1" = 1'-0" DETAIL SCALE: 1-1/2" = 1'-0" DETAIL SCALE: 3" = 1'-0" DETAIL SCALE: 3" = 1'-0" DETAIL SCALE: 3" = 1'-0" DETAIL SCALE: 3" = 1'-0" SCALE: 1/2" = 1'-0" DETAIL SCALE: 3" = 1'-0" 0 b SCALE: 1/2" = 1'-0" 'URE DETAIL SCALE: 3" = 1'-0" ' : ... ;t.. .... .... WALL SECTION SCALE: 1/2" = 1'-0" I 0 N N DETAIL SCALE: 3"= 1'-0" NOTES LEGEND TAG I NOTE O10 MIL VAPOR BARRIER ....................... O ...........................................................................................................--................. SOLID GROUT FILL ALL CELLS BELOW GRADE ............................... OCONCRETE .............................................................-................................................................................. SIDEWALK; REFER TO CIVIL DRAWINGS AND HARDSCAPEPLANS _................................ ® ..................................................................................................... 1/2..............EXPANSION FILL .................................................................................................................................................................................. OTERMITE TREATED, COMPACTED SUBGRADE ............................... ©CONCRETE ................................................................................................................ ...... .............. FLOOR SLAB; RE: STRUCTURAL DRAWINGS ......... _..._ .._. _...._..__.. __._._ W...._.. O7 ALUMINUM STOREFRONT SYSTEM; RE: STOREFRONT SCHEDULE AND RELATED SECTIONS OF NOTICE OF ACCEPTANCE IN SPEC BOOK ® PAVED DRIVEWAY; RE: CIVIL DRAWINGS .......... ............................................................... O12" -.................................................................................... .................... CONCRETE MASONRY WALL; RE: STRUCTURAL DRAWINGS ....... ...... 10 COREFILL 500 ( ALL EMPTY BLOCK OF CONCRETE .............................................................................................................. MASONARY).................................. 11 FIRESTONE TPO ROOF OVER R-30 ROOF INSULATION; RE ROOF PLAN FOR SLOPE .... DIRECTION AND LOCATION OF CANTS ..................... _.._. .....................-_ ........ 12 EIFS VENEER, RE: EXTERIOR ELEVATIONS FOR FINISH AND CONTROL JOINT LOCATIONS 13 ............... .... _....__ VP BUILDING SYSTEMS VEE RIB METAL VENEER, INSTALL PER NOTICE OF ACCEPTANCE RE: Florida 32810 EXTEROR ELEVATIONS FOR FINISH OCAST .14 .. -- ....... .... __ ......................................... STONE BASE; RE: EXTERIOR ELEVATIONS FOR Website ........www.scottarchitects.com FINISH 15 COVERBOARDINSULATION ..........................._....................................................... 16 _.......... _._............................................................... CONTINUOUS CLEAT .................................................................................................................................................................................. 17 ULTRAPLY TPO 18" CURB FLASHING 18 .._..._ ......... .. - --- . ... .... ............ RE. STRUCTURAL FOR ALL COLUMN AND BEAM SIZES AND ASSEMBLY 19 ELECTRICAL LIGHT FIXTURE; RE: EXTERIOR ELEVATIONS FOR LOCATION AND ELECTRICAL FOR CONNECTION 20 METAL STUD WALL RE: SPECIALTY ENGINEER'S SHOP DRAWINGS ........................................................................................................... 21 -.............................................. R-19 BATT INSULATION 22 5/8" DENSGLASS GOLD SHEATHING 23 .......... _...... ....... . 1 1/2" HAT CHANNEL FURROUT .............................. ............................................................................__.-.......................... .................... TENANT ...NT SIGNAGE TO BE PROVIDED AND 24 INSTALLED BY OTHERS ........2. J............ ........................................................................ GALVANIZED LIGHT GAUGE FRAMING SUPPORT FOR FOAM SHAPE __ _.._._ _ _ ... . ........ .... 26 _. ..._................. ........... .... %" FIRE RATED PLYWOOD SHEATHING FIELD FABRICATED BREAK METAL FLASHING TO 27 EXTEND MINIMUM 4" UP BEHIND VENEER AND SLOPE AWAY FROM BUILDING AT MIN '/4" PER FOOT, G.C. TO PAINT FLASHING TO MATCH ADJACENT MATL .. -- 2$ ---- . ... .... .... .. R-30 RIGID INSULATION 29 ..... CONTINUOUS CLEAR SILICONE SEALANT WITH BACKER ROD ............................................................................................................................................................................... 30 CONTINUOUS CLEAR SILICONE ADHESIVE SEALANT ......... 31 _.-__------._._.__ _ ..__....._.._ .......... CONTINUOUS CLEAR SILICONE SEALANT ..................................................... ............................................. FIELD FABRICATED BREAK METAL PAR . . . APET CAP 32 FLASHING. G.C. TO PAINT TO MATCH CORNICE MATERIAL COLOR 33 EIFS CORNICE; RE: EXTERIOR ELEVATIONS FOR FINISH 37434 PAINTED HOLLOW METAL DOOR RE: EXTERIOR ELEVATIONS FOR FINISH AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION ........... ........................ 35OG.C. ................................. --........................... TO PRIME AND PAINT EXPOSED MASONRY WALL WHITE 36 15# BUILDING PAPERNELT OVER SHEATHING ... ......... .. ....._.. _.._. HIGH DOMED, GASKETED, MECHANICAL 37 FASTENERS AT APPROX 8" O.C. OR PER MANUFACTURERS RECOMMENDATIONS ................. ............ 38 ......................... --............. .............................. ......................................................... .................. 30# BUILDING PAPER/FELT OVER SHEATHING 39 STRUCTURAL FOOTINGS AND FOUNDATIONS; RE STRUCTURAL 4"X4" PLASTIC VENT WITH INSECT SCREEN AT 4'-0" O.C. HORIZ. ALTERNATE HIGH AND LOW 40 LOCATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G.C. TO SUBMIT SHOP DRAWINGS OR SAMPLES FOR ARCHITECT APPROVAL 41 2X PRESSURE TREATED WOOD BLOCKING ................... 42 ......................................... ......................................................... --.......... ............................... . EXTEND ROOF MEMBRANE MUST EXTEND 1/2" PAST HD PLUS SE1.11 11-1-111-1-1-.111AM PLATE 43 5/8" FIRE RATED PLYWOOD SHEATHING FOR TENANT SIGNAGE SUPPORT; RE: EXTERIOR ELEVATIONS FOR LOCATIONS .................... .... 44 ...... __..__... ..................... ....... - -.. ................ _.... J -BOX CUT INTO BLOCK FOR LIGHT FIXTURE 45 ROOF JOIST RE: STRUCTURAL DRAWINGS 46 ROOF DECK RE: STRUCTURAL DRAWINGS .................................................................................................................................................................................. 47 TUBESTEEL RE: STRUCTURAL DRAWINGS 48 PRE -FINISHED ALUMINUM COPING/ FASCIA; RE: ............._._.... EXTERIOR ELEVATIONS FOR FINISH ................................................................ 49 ULTRAPLY TPO BONDING ADHESIVE 50 WELDED SPLICE FIRESTONE FASTENER AND HD PLUS SEAM PLATE 51 a @ 12" O.C. MAX _ .... ........ _.. ..... .._.. PERFINISHED METAL PANEL SOFFIT SYSTEM 52 ARTISAN I"'POLAR WHITE" SERIES #L-12 ............................... MANUFACTURED BY M.B.C.I. ................................ .......... -........................... ...................... - ............................... 53 HIGH DOMED, GASKETED, MASONARY FASTENERS AT APPROX 8" Q.C. OR PER MANUFACTURERS RECOMMENDATIONS ........... ................................................................................................................---------- FIELD FABRICATED BREAK METAL PARAPET CAP 54 FLASHING, G.C. TO PAINT TO MATCH CORNICE MATERIAL COLOR CONSULTANT PROJECT TITLE W Q (D 0 2 �o J L.1. LL O L Of z 010 rE z QrM W SEAL 2 PT 1 Kimberly Sue Day, AIA FL. REG. # AR0091738 SHEET # WALL SECTIONS & DETAILS 3 t 6 07049 S C 0 T LU n n od 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE W Q (D 0 2 �o J L.1. LL O L Of z 010 rE z QrM W SEAL 2 PT 1 Kimberly Sue Day, AIA FL. REG. # AR0091738 SHEET # WALL SECTIONS & DETAILS 3 t 6 07049 a) s 3 " O c U) ay C -C C In m w O 55 N 3-, a 0 N vi ro o 0o $ s m o CM •_ r- -0 a -0 c :C co p c Q 0 c N m o 0(p O 0 c N Cn o c ,� 3 U M rn 0-`` ao 0 U O aE� $ C 0) ay 0 C O p� N`- c0aTo $omrn — wQ M cn N U > W O .o c N N LL t0 E N a) U w� M -0 3 Q c ro CDc 3 > o G� N O > o c y 0 o C � - c m o 0A2 c M C y o � � rnyE. o `0 0 m as �Me E� 8 °o r Cr 0 O c 0 O C �aaao o E $ E E 0 a) m O c Ec"nom y O 0 C 0 ,�: E U C O a�j N .0 00 - > a U C 0 r- 46 c 0 O 3 C 0 a c "-� E N c E�$ro E .D EL 0 Q 0 � U 0 to C L ~ L N 0 H 0 M �a0E ) 70 a) U Z N - � O � O � c O 0 y rn o.16Z M c c M CL CID d 0 0 E CL SM� @ ` s t/) h e Q1 O 0 7 t °= U F Z7 C a) C ca +_ 0 8z aI U c Q Naa o >, $ E2 c0 O t0 .0 ::Eras O O IL oU c s � coM .0— C 0 0 m — E 15 2 5 a m aLv, ro 0 0 0 X 0. 0ro072 C � C 3. 0 .� 0 ai = a� .0 ; o L a tO�QL >+ C a M �mty, w 0 Ln o >a) (n c c -C OE0- E t"5 Co 0 0 C U 0 f- r C ` G O O O N w c•a� _ CD 0 ID E C Nw O N p +• t5 C 0 O 01-- .2? L j U V a3 j - t O 0 C C C U N qOj N d $ V M c tcmL M a) U 2 C 0(D CID $ r t CL c c d. O ai r- 8 - O 0++�Cn C E ns ~ N°o .E U) c V p c f`0 0. $ 8"x8°X3/g° DETAIL SCALE: 1-1/2"= V-0" ^v -.00-ft- WALL SECTION SCALE: 1/2" = V-0" WITH PER TO NG WITH PER TO ING WALL SECTION SCALE: 1/2" = V-0" 0 T N ED c0 WALL SECTION SCALE: 1/2"= V-0" NOTES LEGEND_ TAG NOTE O 10 MIL VAPOR BARRIER \2\ SOLID GROUT FILL ALL CELLS BELOWGRADE OCONCRETE SIDEWALK; REFER TO CIVIL DRAWINGS DATE: AND HARDSCAPE PLANS ® 1/2" EXPANSION FILL ® TF.RA41TF, TREATED, COMPACTED SUBGRADF, ©CONCRETE FLOOR SLAB; RE: STRUCTURAL DRAWINGS OSTOREFRONT ALUMINUM STOREFRONT SYSTEM; RE: SCHEDULE AND RELATED SECTIONS OF NOTICE OF ACCEPTANCE IN SPEC BOOK \� PAVED DRIVEWAY; RE: CIVIL DRAWINGS ®12" CONCRETE MASONRY WALL; RE: STRUCTURAL T E DRAWINGS 10 COREFILL 500 ( ALL EMPTY BLOCK OF CONCRETE MASONARY) FIRESTONE TPO ROOF OVER R-30 ROOF 11 INSULATION; RE ROOF PLAN FOR SLOPE DIRECTION AND LOCATION OF CANTS 12 EIFS VENEER; RE: EXTERIOR ELEVATIONS FOR P H FINISH AND CONTROL J01NT LOCATIONS VP BUILDING SYSTEMS VEE RIB METAL VENEER, 13 INSTALL PER NOTICE OF ACCEPTANCE RE: EXTERIOR ELEVATIONS FOR FINISH 14 CAST STONE BASE; RE: EXTERIOR ELEVATIONS FOR P L FINISH 15 COVERBOARD INSULATION 16 CONTINUOUS CLEAT 17 > ULTRAPLY TPO 18" CURB FLASHING 18 RE: STRUCTURAL FOR ALL COLUMN AND BEAM SIZES AND ASSEMBLY 19 ELECTRICAL LIGHT FIXTURE; RE: EXTERIOR ELEVATIONS FOR LOCATION AND ELECTRICAL FOR CONNECTION 20 METAL STUD WALL; RE: SPECIALTY ENGINEER'S SHOP DRAWINGS 21 R-19 BATT INSULATION 22 5/8" DENSGLASS GOLD SHEATHING 23 1 1/2" HAT CHANNEL FURROUT TENANT SIGNAGE TO BE PROVIDED AND 24 INSTALLED BY OTHERS 25 GALVANIZED LIGHT GAUGE FRAMING SUPPORT FOR FOAM SHAPE 26 s/a" FIRE RATED PLYWOOD SHEATHING FIELD FABRICATED BREAK METAL FLASHING TO 27 EXTEND MINIMUM 4" UP BEHIND VENEER AND SLOPE AWAY FROM BUILDING AT MIN 1/4" PER FOOT. G.C. TO PAINT FLASHING TO MATCH ADJACENT MATL. 2$ > R-30 RIGID INSULATION CONTINUOUS CLEAR SILICONE SEALANT WITH 29 BACKER ROD $Q CONTINUOUS CLEAR SILICONE ADHESIVE SEALANT 31 CONTINUOUS CLEAR SILICONE SEALANT FIELD FABRICATED BREAK METAL PARAPET CAP 32 FLASHING. G.C. TO PAINT TO MATCH CORNICE MATERIAL COLOR CORNICE; RE: EXTERIOR ELEVATIONS FOR 3QEIFS FINISH PAINTED HOLLOW METAL DOOR; RE: EXTERIOR 34 ELEVATIONS FOR FINISH AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION 35 G.C. TO PRIME AND PAINT EXPOSED MASONRY _ WALL WHITE 36 15t+ BUILDING PAPER/FELT OVER SHEATHING HIGH DOMED, GASKETED, MECHANICAL 37 > FASTENERS AT APPROX 8" O.C. OR PER MANUFACTURERS RECOMMENDATIONS 38 30# BUILDING PAPER/FELT OVER S14F,ATMNG 39 STRUCTURAL FOOTINGS AND FOUNDATIONS; RE: STRUC'T'URAL 4"X4" PLASTIC VENT WITH INSECT SCREEN AT 4'-0" O.C. HORIZ. ALTERNATE HIGH AND LOW 40 LOCATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G.C. TO SUBMIT SHOP DRAWINGS OR SAMPLES FOR ARCHITECT APPROVAL 41 2X PRESSURE TREATED WOOD BLOCKING 42 EXTEND ROOF MEMBRANE MUST EXTEND 1/2" PAST HD PLUS SEAM PLATE. 43 5/8" FIRE RATED PLYWOOD SHEATHING FOR TENANT SIGNAGE SUPPORT'; RE: EXTERIOR ELEVATIONS FOR LOCATIONS 44 J -BOX CUT INTO BLOCK FOR LIGHT FIXTURE 45 ROOF JOIST RE: STRUCTURAL DRAWJNGS 46 ROOF DECK RE: STRUCTURAL DRAWINGS ---47 TUBESTEEL RE: STRUCTURAL DRAWINGS 48 PRE -FINISHED ALUMINUM COPING/ FASCIA; RE: EXTERIOR ELEVATIONS FOR FINISH 49 ULTRAPLY TPO BONDING ADHESIVE 50 WELDED SPLICE FIRESTONE FASTENER AND HD PLUS SEAM PLATE 51 12" O.C. MAX PERFINTSHED METAL PANEL SOFFIT SYSTEM 52 'ARTISAN 1' "POLAR WHITE" SERIES #L-12 MANUFACTURED BY M.B.C.I. HIGH DOMED, GASKETED, MASONARY FASTENERS 53 AT APPROX 8" O.C. OR PER MANUFACTURERS RECOMMENDATIONS FIELD FABRICATED BREAK METAL PARAPET CAP 54 FLASHING, G.C. TO PAINT TO MATCH CORNICE MATERIAL COLOR 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ........ www.scottarchitects.com License Number ........ SL#AAC001156 0 Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 2Q _-47 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION 1 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE: 17 SEPT 2007 ARCHITECT I N T E { G A P H I P L A N I 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ........ www.scottarchitects.com License Number ........ SL#AAC001156 0 Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT PROJECT TITLE SEAL 2Q _-47 Kimberly Sue Day, AIA FL. REG. # AR0091738 INFO REVISIONS # DATE DESCRIPTION 1 2007 NOV 19 COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE: 17 SEPT 2007 SHEET # WALL SECTIONS & DETAIL c _ 0 r 0t 3 o� oro � c � o m � w o 'Fa 0 z a O 0 N ro 0-�8 ° w Z' s c ° 0c orL0) 0) $ o ro aa) oro 'E r a E 1E c ro o�0 v a°i '2 c O c m m o ro N c 7 o.0 a > N 20 O L >'r U_ N t E ui Q) N V C) .� cc -°O r- (0-0 -.9 0 3: > 0 0 0 W cv.%o Ecca30 0 to0ccoc N wE 6 o t`o 0 E 0 t 00 ,a m- Co0 " c Cr roo-a? 0,0 N 7 W O- o 0'�c�E E o o ro ai o cco 0N(Dc r 0),- E ) - O:3 roC E U c U) N C O > c. Q ci CL C C t O C ro a) o y 3 0) c O 0 Cr a-. d 3 y c c 0 ca CL A O Ett:0 ca E rov°Q- 0 N p a ro c 0 E 3 O' S °y n E O r 0 O 0— Q ro rn CL ms ca 0o 'cc a) �• ro c v Mro o. 0 M 0 0 C)- 8 �- ro C N O O O H v c a) O U pc ro s U N v 2) +�- N vim. a 0 2, 8 0m30 0octsce += E c Co �oOa 8 2 E 8 -0 8 U) w c s 0 0 c3m.c 0w �'— E ro (LD- m X40 0-CL 0 c o :Q ro t c a) a3 0s 0=oro .0 ca a V5 p cca'cQ� c o- ro >mWw s:?Maci roroaE C 8 � (J 0 N v o H c O o •o _� 0 c a 0 Ecma°i O L a) 0U O u°i -o N M > O C w 0 0 -0 0 0 w w D 0-0, c � CL 0 E U N N N ro L 0 N V U) -0 O CD u) c o 4- C 0 0. .0 -c00- 0 0 a 0 Q s CL c c O Co O ro r c008 O 4 �aci=0 0� L E o o 0 0 0 .• -0 Co C U O C w d 0 DETAIL. SCALE: 1-1/2" = 1'-0" WALL SECTION SCALE: 1/2" = 1'-0" SIM/OPP DETAIL C DETAIL SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0" SCALE: 1/2" = 1'-0" O to O co DETAIL SCALE: 1-1/2" = 1'-0" DETAIL SCALE: 3" = 1'-0" WALL SECTION SCALE: 1/2" = 1'-0" WALL SECTION SCALE: 1/2" = 1'-0" I 5 DETAIL SCALE: 3" = 1'-0" NOTES LEGEND TAG I NOTE O10 MIL VAPOR BARRIER .................................................................................................................................................................................. SOLID GROUT FILL ALL CELLS BELOW GRADE ................ .......................................................................................................................................... CONCRETE SIDEWALK; REFER TO CIVIL DRAWINGS AND 14ARDSCAPE PLANS ........................................................................................... ® ....................................................................................... 1/2 EXPANSION FILL ....................... O ............................................ ..................................... ................................................................... TERMITE TREATED, COMPACTED SUBGRADE ............................... ©CONCRETE ............................................................................................................................ FLOOR SLAB; RE: STRUCTURALAW DRAWINGS ..... .... OSTOREFRONT ALUMINUM STOREFRONT SYSTEM; RE: SCHEDULE AND RELATED SECTIONS OF NOTICE OF ACCEPTANCE IN SPEC BOOK _. ® PAVED DRIVEWAY RE: CIVIL DRAWINGS ............................................................................ O12" .... _..... ....._......_........................................................... . CONCRETE MASONRY WALL; RE: STRUCTURAL DRAWINGS 10 COREFILL S0 ( ALL EMPTY BLOCK OP CONCRETE MASONARY) ........................................................................................................................ 11 FIRESTONE TPO ROOF OVER R-30 ROOF INSULATION; RE ROOF PLAN FOR SLOPE DIRECTION AND LOCATION OF CANTS ............................ .... ...._... .......... ... ....- ............ 12 EIFS VENEER; RE: EXTERIOR ELEVATIONS FOR FINISH AND CONTROL JOINT LOCATIONS .................. 13 ............. ............................. VP BUILDING SYSTEMS VEE -RIB METAL VENEER, INSTALL PER NOTICE OF ACCEPTANCE RE: EXTERIOR ELEVATIONS FOR FINISH 14 - - ........ ... ........ .......................................................... CAST STONE BASE RE. EXTERIOR ELEVATIONS FOR ......................... FINISH ............................... .............................. 15 ................................. .......................... ._............ .._..._... COVERBOARD INSULATION ........................ 16 .................. ................................. _._..__........_................................................... ......................... CONTINUOUS CLEAT 17 .................................................................................... ULTRAPLY TPO 18" CURB FLASHING 18 ........... RE: STRUCTURAL FOR ALL COLUMN AND BEAM SIZES AND ASSEMBLY 19 .................................................................................................................................. ELECTRICAL LIGHT FIXTURE; RE: EXTERIOR ELEVATIONS FOR LOCATION AND ELECTRICAL FOR CONNECTION ... ... _.... ...... ._____.-__ 20 METAL STUD WALL, RE: SPECIALTY ENGINEER'S SHOP DRAWINGS 21 ... .... ........................................................................... R-19 BATT INSULATION 22 _ ... ........................... ...................... 5/8" DENSGLASS GOLD SHEATHING 23 1 1/2" HAT CHANNEL FURROUT 24 TENANT SIGNAGE TO BE PROVIDED AND INSTALLED BY OTHERS ...-25............ OGALVANIZED ..........................._...................................................................... LIGHT GAUGE FRAMING SUPPORT FOR FOAM SHAPE 26 _.._._._ .-..___._,. ..... 3/4' FIRE RATED PLYWOOD SHEATHING FIELD FABRICATED BREAK METAL FLASHING TO 27 EXTEND MINIMUM 4" UP BEHIND VENEER AND SLOPE AWAY FROM BUILDING AT MIN 1/4" PER FOOT. G.C. TO PAINT FLASHING TO MATCH ADJACENT MATL. - 2$ > _._... .............. ..................... R-30 RIGID INSULATION 29 CONTINUOUS CLEAR SILICONE SEALA......................................... T WITH ................ BACKER ROD 30 CONTINUOUS CLEAR SILICONE ADHESIVE SEALANT ..... 31 _..._. _.. _...__.. . ..... ....... __..._. __... CONTINUOUS CLEAR SILICONE SEALANT .............................. 32 .............................................................................. -............... ...................................... ................ FIELD FABRICATED BREAK METAL PARAPET CAP FLASHING. G.C. TO PAINT TO MATCH CORNICE MATERIAL COLOR .................................................. 33 ................................................................................................. EIFS CORNICE; RE: EXTERIOR ELEVATIONS FOR .............. FINISH ................ 34 ....... .......... _. ... _.._........... PAINTED HOLLOW METAL DOOR; RE. EXTERIOR ELEVATIONS FOR FINISH AND DOOR SCHEDULE FOR ADDITIONAL INFORMATION 35....................................................................... OG.C. ........................................... ........... .:.................. TO PRIME AND PAINT EXPOSED MASONRY WALL WHITE 36 15# BUILDING PAPER/FELT OVER SHEATHING _... _.. ......................... _... 1., ...... HIGH DOMED, GASKETED, MECHANICAL 37 FASTENERS AT APPROX 8" O.C. OR PER MANUFACTURERS RECOMMENDATIONS ............................. ................................................... 38 ......__.._.............._.................... .............. ................................... 30# BUILDING PAPER/FELT OVER SHEATHING 39 _ . _ __.. - _____ . . _. STRUCTURAL FOOTINGS AND FOUNDATIONS; RE: STRUCTURAL 4"X4" PLASTIC VENT WITH INSECT SCREEN AT 4'-0" O.C. HORIZ, ALTERNATE HIGH AND LOW 40 LOCATIONS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G.C. TO SUBMIT SHOP DRAWINGS OR SAMPLES FOR ARCHITECT APPROVAL 41 ....................._.._____..... _......._ 2X PRESSURE TREATED WOOD BLOCKING .............................. 42 ................................... ......-................ _........................................................... ......................... . EXTEND ROOF MEMBRANE MUST EXTEND 1/2" PAST HD PLUS SEAM PLATE 43 5/8" FIRE RATED PLYWOOD SHEATHING FOR TENANT SIGNAGE SUPPORT; RE: EXTERIOR ELEVATIONS FOR LOCATIONS ...... .... 44 .................... _..... ............................... ......... _...... J -BOX CUT INTO BLOCK FOR LIGHT FIXTURE 45 .............................. -..._... _......__.............. ........ ..,....... .... ._............... ._._.�..._._.._... ... ._.,_.._....-. ROOF JOIST RE: STRUCTURAL DRAWINGS .... .............................................:............ 46 .........__.................................... ..................................... ROOF DECK RE: STRUCTURAL, DRAWINGS 47 TUBESTEEL RE: STRUCTURAL, DRAWINGS 48 PRE -FINISHED ALUMINUM COPING/ FASCIA; RE: EXT.................. ..__......................... ............................................................ . 49 ULTRAPLY TPO BONDING ADHESIVE 50 WELDED SPLICE FIRESTONE FASTENER AND HD PLUS SEAM PLATE 51 @ 12 O.C. MAX PERFINISHED METAL PANEL SOFFIT SYSTEM 52 'ARTISAN 1"'POLAR WHITE" SERIES #L-12 MANUFACTURED BY M.B.C.1. 53 HIGH DOMED, GASKETED, MASONARY FASTENERS AT APPROX 8" O.C. OR PER MANUFACTURERS RECOMMENDXIIONS FIELD FABRICATED BREAK METAL PARAPET CAP 54 FLASHING, G.C. TO PAINT TO MATCH CORNICE MATERIAL COLOR 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ........ www.scoffarchitects.com License Number ........ SL#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT IPROJECT TITLE SEAL 20 S T 17 Kimberly Sue Day, AIA FL. REG. # AR0091738 SHEET # 2 EIFS REVEAL DETAIL SCALE: FULL SCALE SEE SECTIONS FOR SEE SECTIONS/ELEVATIONS REAR -OF -PARAPET FOR FINISH MATERIALS FINSIH MATERIALS 4 15# BUILDING PAPER/FELT o FIELD FABRICATED BREAK MTL LASHING TO EXTEND MINIMUM UP BEHIND VENEER CONTINUOUS CLEAR ILIC�S�^ SEALANT 1 16" x 8" METAL SCUPPER woo NO% 0jCONTINUOUS CLEAR SILICONE SEALANT ULTRAPLY TPO MEMBRANE q P.T. WOOD NAILERS AND CANT • FIRESTONE INSULATION SUBSTRATE 4 ROOF DECK (SEE STRUCTURAL) STEEL JOIST (SEE STRUCTURAL) CMU WALL (SEE SECTIONS -- AND STRUCTURAL) TYP OVERFLOW SCUPPER DETAIL SCALE: 1-1/2"= V-0" T-0" x 2'-6" BILCO, TYPE "S" ROOF SCUTTLE PT WOOD NAILER PLY FELT FLASHING �4"x3"x5/16" ANGLE EACH SIDE 6"x3 1/2"x1/4" ANGLE. WELD TO 4"x3" ANGLE. PROVIDE (2) HEX HEAD BOLTS NUT & WASHER (2) EACH SIDE MINIMUM. FLAT BAR 2 1/2"x 3/8" 3"x3/8"x6" STEEL PLATE ANCHOR TO FLOOR WITH (2) 1/2"0 GI BOLTS TYP ROOF ACCESS HATCH DETAIL B SCALE: N.T.S. PLAN DETAIL SCALE: 1" = 1'-0" T-0" x 2'-6" BILCO, TYPE "S" 05 ROOF SCUTTLE (A5_1 2'-0" VP BUILDING SYSTEMS VEE -RIB METAL VENEER, INSTALL PER NOTICE OF ACCEPTANCE; RE: EXTERIOR ELEVATIONS FOR FINISH WOOD BILK AS REQUIRED TO SET DOORFRAME CONT. DRIP RAIL OVER DOOR FRAME ,36" W X 48" H LOCKABLE ACCESS HM DOOR. G.C. TO SUBMIT SHOPS FOR ARCHITECT APPROVAL G.C. TO VERIFY NOA ACCEPTANCE AND WEATHER RESISTANCE PRIOR TO SUBMISSION H.M FRAME W/ WATER TIGHT z THRESHOLD FIELD FABRICATED MTL STUD BOX /HEADER, RE: STRUCTURAL FOR SIZES OF ALL EXTERIOR MTL. STUDS 6" METAL STUD WALL RE: STRUCTURAL DRAWINGS TYP ROOF ACCESS HATCH DETAIL SCALE: 1-1/2"= V-0" PAINT TO MATCH CEILING COLOR — — — 2'-0"x T-0" CANOPY ACCESS HATCH, SEE PLAN FOR LOCATIO r�— — — — — — — — — — — — — — — — — — — t 26" O.C. JOIST SOFFIT FRAMING, SPACING AT (SEE STRUCT.) ACCESS DOOR ONLY LOCKABLE SOFFIT ACCESS DOOR y --------------------- SOFFIT ---------------J SOFFIT ACCESS DETAIL KEY PLAN SCALE: N.T.S. CANOPY DETAIL 1 1_ SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" NOTES: 1. REFER TO FIRESTONE WEB SITE FOR MOST CURRENT INFORMATION. 2. HOLE IN MEMBRANE SHOULD EXTEND A MINIMUM OF 1/2" (12.7 mm) BEYOND CLAMPING RING AND SHOULD NOT BE SMALLER THAN THE DIAMETER OF THE LEADER PIPE. 3. INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE FIRESTONE INSULATION WITH APPROPRIATE BONDING SURFACE. 4. FIRESTONE WATERBLOCK MIN. OF 1/2 OF 10 OZ (295 ml) TUBE PER 4" DRAIN. USE ADDITIONAL WATERBLOCK FOR LARGER DRAINS. 24" VA VA STRAINER BASKET WATER DAM COMPRESSION RING nnnCONTINUOUS BEAD OF FIRESTONE OVERFLOW WATERBLOCK (TYP., SEE NOTES) STRAINER BASKET ROOF DRAIN ULTRAPLY TPO MEMBRANE COMPRESSION RING ULTRAPLY TPO BONDING ADHESIVE (ADHERED SYSTEMS ONLY) PRIMA Y ROOF DRAI — - 12" 411 1/2" (12.7mm) MIN. -- SEE NOTES FIRESTONE INSULATION INSULATION (SEE NOTES) SUBSTRATE SUBSTRATE TYP. ROOF DRAIN LEADERS DETAIL FOR TPO ROOF SCALE: 1-1/2" = V-0" NOTES LEGEND / TAG NOTE WOOD NAILER O 10 MIL VAPOR BARRIER rPLY FELT FLASHING 2 D SOLID GROUT FILL ALL CELLS BELOW GRADE ' Z =E12 ®CONCRETE SIDEWALK; REFER TO CIVIL DRAWINGS TO 4"x3" ANGLE. PROVIDE 2 1/2"x 3/8" FLAT BAR AND HARDSCAPE PLANS ix ® 1/2" EXPANSION FILL MINIMUM. C: TERMITE TREATED, COMPACTED SUBGRADE 3"x3/8"x6" STEEL PLATE O6 CONCRETE FLOOR SLAB; RE: STRUCTURAL Fax....................407-875-3276 ANCHOR TO DECK WITH DRAWINGS _ .www.scottarchitects.com License Number ALUMINUM STOREFRONT SYSTEM; RE: © Copyright 2006 The Scott Partnership Architecture, Inc. O STOREFRONT SCHEDULE AND RELATED SECTIONS +100'-Oq:1 ULTRAPLY TPO MEMBRANE OF NOTICE OF ACCEPTANCE IN SPEC BOOK ® PAVED DRIVEWAY; RE: CIVIL DRAWINGS y® FIRESTONE INSULATION 12" CONCRETE MASONRY WALL; RE: STRUCTURAL LOCATION FOR HEAVY DRAWINGS cu 3 WEIGHT LOADING CONDITIONS COREFILL 500 ( ALL EMPTY BLOCK OF CONCRETE ROOF DECK 1 MASONARY) 0 FIRESTONE TPO ROOF OVER R-30 ROOF m 11 INSULATION; RE ROOF PLAN FOR SLOPE - IE DIRECTION AND LOCATION OF CANTS 6. a 12 _. EIFS VENEER; RE: EXTERIOR ELEVATIONS FOR FINISH AND CONTROL JOINT LOCATIONS 3 VP BUILDING SYSTEMS VEE -RIB METAL VENEER, ° o 13 INSTALL PER NOTICE OF ACCEPTANCE RE: o, o EXTERIOR ELEVATIONS FOR FINISH _ _ CAST STONE BASE; RE: EXTERIOR ELEVATIONS FOR .�mcc m FINISH =bau),_ m -� R 15 COVERBOARD INSULATION 0 E' c o;r o _ � U CONTINUOUS CLEAT O O N O 7 3 1 ULTRAPLY TPO 18" CURB FLASHING 2Q. � 1$ RE: STRUCTURAL FOR ALL COLUMN AND BEAM 6 'E SIZES AND ASSEMBLY N rn g ELECTRICAL LIGHT FIXTURE; RE: EXTERIOR o o19 ELEVATIONS FOR LOCATION AND ELECTRICAL FOR •o -'0V12CONNECTION co c m11 $ 0.g) E .. 1.1.11 _.._... . ..- . . METAL STUD WALL; RE: SPECIALTY ENGINEER'S roc ' 2 20 SHOP DRAWINGS ,�'am c '.0 a 21 R-19 BATT INSULATION r 22 5/8" DENSGLASS GOLD SHEATHING co so. cc °0 23 1 1/2" HAT CHANNEL FURROUT -r- 24 TENANT SIGNAGE TO BE PROVIDED AND 3 INSTALLED BY OTHERS 05.9? o w GALVANIZED LIGHT GAUGE FRAMING SUPPORT .4 25 FOR FOAM SHAPE o cry"° c ro E 0 26 3/a" FIRE RATED PLYWOOD SHEATHING 3 0 04 °0 .2 _ o FIELD FABRICATED BREAK METAL FLASHING TO EmEXTEND o 2 `o MINIMUM 4" UP BEHIND VENEER AND 0 27 SLOPE AWAY FROM BUILDING AT MIN''/a" PER FOOT. o o G.C. TO PAINT FLASHING TO MATCH ADJACENT 2 o U M >,_ MAIL. cc raM. cae g°! 2$ R-30 RIGID INSULATION mr- CL CONTINUOUS CLEAR SILICONE SEALANT WITH m 29 O BACKER ROD E $ m 30 CONTINUOUS CLEAR SILICONE ADHESIVE SEALANT tm o 31 CONTINUOUS CLEAR SILICONE SEALANT 0�§ 0 y FIELD FABRICATED BREAK METAL PARAPET CAP c=)0 32 FLASHING. G.C. TO PAINT TO MATCH CORNICE o. o rj MATERIAL COLOR To aC EIFS CORNICE; RE: EXTERIOR ELEVATIONS FOR CO ccn` ai JQD 33 FINISH M c�y v PAINTED HOLLOW METAL DOOR; RE: EXTERIOR C s _.S ELEVATIONS FOR FINISH AND DOOR SCHEDULE 3 c U FOR ADDITIONAL INFORMATION E v c`oa G.C. TO PRIME AND PAINT EXPOSED MASONRY w L 35 CK) WALL WHITE ro'aci� a L � 36 1.5# BUILDING PAPERNELT OVER SHEATHING E��n- _ _ o h $ HIGH DOMED, GASKETED, MECHANICAL fn 3% FASTENERS AT APPROX 8" O.C. OR PER 0'_ �- s MANUFACTURERS RECOMMENDATIONS ro 38 30# BUILDING PAPER/FELT OVER SHEATHING E ` E o STRUCTURAL FOOTINGS AND FOUNDATIONS; RE: 39 STRUCTURAL 4"X4" PLASTIC VENT WITH INSECT SCREEN AT 4'-0" i F. COD O.C. HORIZ. ALTERNATE HIGH AND LOW .� Q, 4fl LOCATIONS. INSTALL PER MANUFACTURERS °c-- rccn� RECOMMENDATIONS. G.C. TO SUBMIT SHOP E.2 c c ca DRAWINGS OR SAMPLES FOR ARCHITECT 0 a) En APPROVAL 2 E 41 2X PRESSURE TREATED WOOD BLOCKING coca cn o EXTEND ROOF MEMBRANE MUST EXTEND 1/2" PAST O ° o 42 HD PLUS SEAM PLATE g s 5/8" FIRE RATED PLYWOOD SHEATHING FOR r a 43 TENANT SIGNAGE SUPPORT; RE: EXTERIOR ELEVATIONS FOR LOCATIONS ca L 01418 12 Y) o m c 44 J -BOX CUT INTO BLOCK FOR LIGHT FIXTURE °Etta a 00- r- r E y 45 ROOF JOIST RE: STRUCTURAL DRAWINGS v E �r 0� m E g z CK)ROOF DECK RE: STRUCTURAL DRAWINGS (n M,;; 3 °cO 47 TUBESTEEL RE: STRUCTURAL E m DRAWINGS r m o � PRE -FINISHED ALUMINUM COPING/ FASCIA; RE: 0 8 2 a 4$ � EXTERIOR ELEVATIONS FOR FINISH _ 9� _ o t 49 CD ULTRAPLY TPO BONDING ADHESIVE cn -cam m U ro s a SEE SECTIONS/ELEVATIONS U 2 FOR FINISH MATERIALS c c � M :E Si4>1 - 15# BUILDING PAPER/FELT t Q, FIELD FABRICATED BREAK MTL f. E FLASHING TO EXTEND MINIMUM o, o 0 4" UP BEHIND VENEER N cc 'O Uyj -- O N Orn CONTINUOUS CLEAR U o I— s vi °w"- 1 0 0 aoi 16" x 8" METAL SCUPPER W va, 0 o HEAT SEAM WELD E o ca N a)0 GA PREFINISHED t 24 16"x12" " L_ -- ALUMINUM SCUPPER SECURED m 2 NZ TO BLDG W/ STRAP ANCHORS > f0 010 0 ULTRAPLY TPO MEMBRANE c N b 0Z N o = P.T. WOOD NAILERS aUi c c G v E • FIRESTONE INSULATION �ma0i s � � SUBSTRATE _ M ... ROOF DECK (SEE STRUCTURAL) E a STEEL JOIST (SEE STRUCTURAL) o PREFINISHED ALUMINUM m 0 01.9 • RAIN LEADER SECURED TO BLDG W/ 20 GA GALV STL DOWNSPOUT o HANGERS (PROVIDE MIN ONE @ LD 0 d . >, �, ca TOP & BOTTOM AND AT ALL 0 m .c = INTERMEDIATE JOINTS) c o 0 t0) 0 = Cn CMU WALL (SEE SECTIONS y c c m AND STRUCTURAL) .9 TYP SCUrPER DOWNSPOUT DETAIL c m c 06 L c 8 f`a O. 2 EIFS REVEAL DETAIL SCALE: FULL SCALE SEE SECTIONS FOR SEE SECTIONS/ELEVATIONS REAR -OF -PARAPET FOR FINISH MATERIALS FINSIH MATERIALS 4 15# BUILDING PAPER/FELT o FIELD FABRICATED BREAK MTL LASHING TO EXTEND MINIMUM UP BEHIND VENEER CONTINUOUS CLEAR ILIC�S�^ SEALANT 1 16" x 8" METAL SCUPPER woo NO% 0jCONTINUOUS CLEAR SILICONE SEALANT ULTRAPLY TPO MEMBRANE q P.T. WOOD NAILERS AND CANT • FIRESTONE INSULATION SUBSTRATE 4 ROOF DECK (SEE STRUCTURAL) STEEL JOIST (SEE STRUCTURAL) CMU WALL (SEE SECTIONS -- AND STRUCTURAL) TYP OVERFLOW SCUPPER DETAIL SCALE: 1-1/2"= V-0" T-0" x 2'-6" BILCO, TYPE "S" ROOF SCUTTLE PT WOOD NAILER PLY FELT FLASHING �4"x3"x5/16" ANGLE EACH SIDE 6"x3 1/2"x1/4" ANGLE. WELD TO 4"x3" ANGLE. PROVIDE (2) HEX HEAD BOLTS NUT & WASHER (2) EACH SIDE MINIMUM. FLAT BAR 2 1/2"x 3/8" 3"x3/8"x6" STEEL PLATE ANCHOR TO FLOOR WITH (2) 1/2"0 GI BOLTS TYP ROOF ACCESS HATCH DETAIL B SCALE: N.T.S. PLAN DETAIL SCALE: 1" = 1'-0" T-0" x 2'-6" BILCO, TYPE "S" 05 ROOF SCUTTLE (A5_1 2'-0" VP BUILDING SYSTEMS VEE -RIB METAL VENEER, INSTALL PER NOTICE OF ACCEPTANCE; RE: EXTERIOR ELEVATIONS FOR FINISH WOOD BILK AS REQUIRED TO SET DOORFRAME CONT. DRIP RAIL OVER DOOR FRAME ,36" W X 48" H LOCKABLE ACCESS HM DOOR. G.C. TO SUBMIT SHOPS FOR ARCHITECT APPROVAL G.C. TO VERIFY NOA ACCEPTANCE AND WEATHER RESISTANCE PRIOR TO SUBMISSION H.M FRAME W/ WATER TIGHT z THRESHOLD FIELD FABRICATED MTL STUD BOX /HEADER, RE: STRUCTURAL FOR SIZES OF ALL EXTERIOR MTL. STUDS 6" METAL STUD WALL RE: STRUCTURAL DRAWINGS TYP ROOF ACCESS HATCH DETAIL SCALE: 1-1/2"= V-0" PAINT TO MATCH CEILING COLOR — — — 2'-0"x T-0" CANOPY ACCESS HATCH, SEE PLAN FOR LOCATIO r�— — — — — — — — — — — — — — — — — — — t 26" O.C. JOIST SOFFIT FRAMING, SPACING AT (SEE STRUCT.) ACCESS DOOR ONLY LOCKABLE SOFFIT ACCESS DOOR y --------------------- SOFFIT ---------------J SOFFIT ACCESS DETAIL KEY PLAN SCALE: N.T.S. CANOPY DETAIL 1 1_ SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" NOTES: 1. REFER TO FIRESTONE WEB SITE FOR MOST CURRENT INFORMATION. 2. HOLE IN MEMBRANE SHOULD EXTEND A MINIMUM OF 1/2" (12.7 mm) BEYOND CLAMPING RING AND SHOULD NOT BE SMALLER THAN THE DIAMETER OF THE LEADER PIPE. 3. INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE FIRESTONE INSULATION WITH APPROPRIATE BONDING SURFACE. 4. FIRESTONE WATERBLOCK MIN. OF 1/2 OF 10 OZ (295 ml) TUBE PER 4" DRAIN. USE ADDITIONAL WATERBLOCK FOR LARGER DRAINS. 24" VA VA STRAINER BASKET WATER DAM COMPRESSION RING nnnCONTINUOUS BEAD OF FIRESTONE OVERFLOW WATERBLOCK (TYP., SEE NOTES) STRAINER BASKET ROOF DRAIN ULTRAPLY TPO MEMBRANE COMPRESSION RING ULTRAPLY TPO BONDING ADHESIVE (ADHERED SYSTEMS ONLY) PRIMA Y ROOF DRAI — - 12" 411 1/2" (12.7mm) MIN. -- SEE NOTES FIRESTONE INSULATION INSULATION (SEE NOTES) SUBSTRATE SUBSTRATE TYP. ROOF DRAIN LEADERS DETAIL FOR TPO ROOF SCALE: 1-1/2" = V-0" o TOP OF TRUSS 1/2"0 GALV. 4" X 3" X 5/16" ANGLE �\ F BOLT _ EACH SIDE UNIT MOUNTING CURB / SEALING MATERIAL —LINE OF HATCH BEHIND WOOD NAILER r PT WOOD NAILER REMOVABLE SHEET METAL COUNTERFLASHING rPLY FELT FLASHING T E * 1 i I ' Z =E12 6"x3 1/2"x1/4" ANGLE. WELDo ui LL = TO 4"x3" ANGLE. PROVIDE 2 1/2"x 3/8" FLAT BAR (2) HEX HEAD BOLTS NUT ix & WASHER (2) EACH SIDE PRIMED AND PAINTED MINIMUM. Keller Road #200 Orlando, 3"x3/8"x6" STEEL PLATE o TOP OF TRUSS 1/2"0 GALV. 4" X 3" X 5/16" ANGLE �\ F BOLT _ EACH SIDE TYP ROOF ACCESS HATCH DETAIL A SCALE: N.T.S_ ALTERNATE CURB BEARING LOCATION FOR HEAVY WEIGHT LOADING CONDITIONS TYP RTU CURB SCALE: N.T.S. 1/2" (12.7mm) MIN. SEE NOTES UNIT MOUNTING CURB WOOD NAILER METAL FLASHING RECEIVER METAL FLASHING RECEIVER HIGH -DOMED, CAPPED, HIGH -DOMED, CAPPED, GASKETED FASTENERS 18" _ GASKETED FASTENERS 18" O.C., MINIMUM TWO N y O.C., MINIMUM TWO FASTENERS PER SIDE o LUFASTENERS PER SIDE REMOVABLE SHEET METAL COUNTERFLASHING 0 T T / 1� 2007 NOV 19', COMMENT RESPONSE DRAWN BY: TPO 4 REMOVABLE SHEET METAL COUNTERFLASHING FASTENERS @ T E * 1 i ROOF FASTENERS @ APPROX. 8" O.C. i ce 2 1/2"x 3/8" FLAT BAR d ix a� PRIMED AND PAINTED 423 South Keller Road #200 Orlando, 3"x3/8"x6" STEEL PLATE Phone .................407-660-2766 Fax....................407-875-3276 ANCHOR TO DECK WITH Website ...... _ .www.scottarchitects.com License Number (2) 1/2"0 GI BOLTS © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. \ +100'-Oq:1 ULTRAPLY TPO MEMBRANE T/ INTERIOR SLAB ULTRAPLY TPO MEMBRANE FIRESTONE INSULATION ALTERNATE CURB BEARING TYP ROOF ACCESS HATCH DETAIL A SCALE: N.T.S_ ALTERNATE CURB BEARING LOCATION FOR HEAVY WEIGHT LOADING CONDITIONS TYP RTU CURB SCALE: N.T.S. 1/2" (12.7mm) MIN. SEE NOTES UNIT MOUNTING CURB WOOD NAILER METAL FLASHING RECEIVER METAL FLASHING RECEIVER HIGH -DOMED, CAPPED, HIGH -DOMED, CAPPED, GASKETED FASTENERS 18" _ GASKETED FASTENERS 18" O.C., MINIMUM TWO N y O.C., MINIMUM TWO FASTENERS PER SIDE o LUFASTENERS PER SIDE REMOVABLE SHEET METAL COUNTERFLASHING 0 T T / 1� 2007 NOV 19', COMMENT RESPONSE DRAWN BY: GB, AS, RT REMOVABLE SHEET METAL COUNTERFLASHING FASTENERS @ T E * 1 i i FASTENERS @ APPROX. 8" O.C. i ce APPROX. 8" O.C. d ix a� 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ...... _ .www.scottarchitects.com License Number ........ SL#AAC001156 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. \ ULTRAPLY TPO MEMBRANE ULTRAPLY TPO MEMBRANE FIRESTONE INSULATION ALTERNATE CURB BEARING FIRESTONE INSULATION LOCATION FOR HEAVY SUBSTRATE WEIGHT LOADING CONDITIONS SUBSTRATE ROOF DECK ROOFDECK TYP RTU CURB W/ TEMPORARY MTL CAP SCALE: N.T.S. 01 1 I I I I I I . S C 0 T T DESCRIPTION 1� 2007 NOV 19', COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: LU I N T E * 1 i z F-twUm ce d a� 423 South Keller Road #200 Orlando, Florida 32810 Phone .................407-660-2766 Fax....................407-875-3276 Website ...... _ .www.scottarchitects.com License Number ........ SL#AAC001156 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. )FFIT SYSTEM AT F. :D DOWN LIGHTS TRICAL DRWS. NORTH CONSULTANT PROJECT TITLE W Cn = O LL � L o O z O LL U) U) W Kimberly Sue Day. AIA INFO REVISIONS # DATE DESCRIPTION 1� 2007 NOV 19', COMMENT RESPONSE DRAWN BY: GB, AS, RT CHECKED BY: EA DATE -. 17 SEPT 2007 ID c a� r ac a� " 0 c U) m tm m c m m � m .°_� E pwa) 3 CL p c N 8 r+ 0 2O a) N at-. jr c O _ c c 0 m m o 0 C 12`O ° o O c p m rn�L c O a a U oAio-V_ LE -'o C.9 Cc U oc $ c O c m 8rn o m •c � 'oma a >api° ii M E U c ° L: 3 i `O �.p0p c p = O c� 3 p t44-) >lcm U) O m E- E E .c o `o 0 CD Fp t U f0 O va�cm csm� ca r cr U) 2�•0 5 U) O_ p E o c � � m Oa)�c C N O _c 7 .�E�r U = 8 w _ > c. E ci c L a) CLC p �7 10,co6 01 O 3 C c �gta o_ °?b c m O O N c E E 0 m Em o10 a :10`oy$ o015 t�� a� m m N O "O E �pm mo=° V y C a) co a�a c m �°•cam (a m o. w o 2 c�mnm m� aa)000 .I-- e -v 0 I- v c p c m- 08;=� ai p 0 y as upi ' -10 3 ani 0 O ca E c m o o a "E °8E8 �w$u5 c c0 N F- O r- CD N 4; (0 E m , L O a) J+ y ogaa 0 _�c(D U) c y CL c V �? a) = a) m .vm=a c•c �� m oaf z -,c o- m c m r- >, a) En m > m42 aci u) cu-E�'� O U m.r . a) m cc '2 Ni U p F— r o c o F) -c: N c a :3 a)0cv °• *r- -0-5 'O 'O N L U UCD m >` :2"- 0 0-0 c C C a) N o c c c CL ID 0 E 0 m W m c s r,-) . m 'y ca = a) N U rnEcocLi c 0 3 co8 c a P•- % c 0 > aO m s � c c c O d o mZ *:c o " O:r-01005 c N 5 L a� E o c m p C U > N C W CL U THRU WALL FLASHING w/ WEEPS @ 2'-0"o.c. - TYP. ROLLING DOOR HOOD REFER TO STRUCTURAL FOR ALL BEAM SIZES AND ASSEMBLY DOOR TRACK BEYOND • -- CONTINUOUS CLEAR SILICONE SEALANT PULL -CHAIN BEYOND FOAM DOCK SEAL AND a WEATHER HOOD / +108'-00" OL T/ DOCK DOOR 3 STRUCTURAL BEAM & PLATE; RE: STRUCTURAL OVERHEAD DOOR HEAD DETAIL A^11 n^"v.nr_rr• "A a n^"rnv OVERHEAD DOOR HEAD DETAIL SCALE: 1" = V-0" SCALE: 1" = V-0" 1 1/4" 0 HORIZONTAL PIPE RAIL J 3/8" 0 VERTICAL PIPE RAIL w I H I / @ 4„ o.c. 0 1 1/4" 0 VERTICAL PIPE Q COLUMNS w CONCRETE WASH LOADING DOCK RETAINING WALL ih RE; STRUCTURAL 1/2" EXPANSION GRADE bo JOINT MATERIAL w DOCK RAMP SLAB 4 GUARDRAIL DETAIL % SCALE: 1" = V-0" 0 ETE WASH SCHED. #40 GALV. IPE BOLLARD, PAINT rY YELLOW" 1TH CONCRETE G OR CONC. SLAB ON GRADE CONC. FILL #6 BARS VERT. W/ #3 TIES O.C. BOLLARD DETAIL AT LOADING DOCK SCALE: 1/2" = V-0" DOCK EQUIPMENT 3"X3"XY4" ANGLES HORIZONTAL & PIT PROJECTION VERTICAL AROUND EDGE OF PIT GUIDE DOCK SEAL: FOAM DOCK SEALS SHALL BE TUF-SEAL FOAM PADS AS MANUFACTURED BY "KELLEY COMPANY, INC" % PIT 6720 NORTH TEUTONIA AVENUE, MILWAUKEE, WI 6:L �a GRADE PROJECTION 53209. SINGLE FABRIC LAYER DOCK SEAL TO BE. 1" 2% 2" MODEL #DSS -202 WP4. DOCK SEALS TO CONSIST OF , 3 4% 4" THREE FULL -RECOVERY FOAM PADS BONDED TO 5" �` 12" SELECT GRADE LUMBER PREPARED WITH ROT -INHIBITING STAIN. 192" DOCK ADJUSTABLE DOCK LEVELER TO BE 6'-2" WIDE LEVELER: x T-4" L., 25,000 Ib. CAPACITY PER ANSI MH14.1-87 TO BE FULLY ELECTRICAL, REQUIRING NO MANUAL CONDUIT SET IN CONC. p�R LIFTING TO OPERATE. TO BE SPRING COUNTER- PER MANUFACTURER'S BALANCED. LIP TO AUTOMATICALLY EXTEND. WIRING REQUIREMENTS. HINGED LEGS TO PROVIDE FULL -RATED CAPACITY 20" SUPPORT AT DOCK LEVEL TO ALLOW LOWERING BUILDING WALL OF RAMP BELOW DOCK LEVEL WITHOUT EXTENDING (SHOWN DOTTED) LIP. PERIMETER WEATHER SEAL AND HEAVY DUTY ° DOCK BUMPERS #410-14R. ABILITY TO LOCK IN PIT PROJECTION PLACE. TO MEET U.S. DEPARTMENT OF COMMERCE TO BEA MINIMUM 1" STANDARD #C.S.202-56. FOR EACH PERCENT 4 "KELLEY" MODEL #FX -6 x 8 - 25 OF DRIVEWAY GRADE 24" VENDOR: PURCHASE FROM KEVIN MCCARTHY SOUTHERN DOCK PRODUCTS. 1400 NORTHBROOK PKWY., #360 SUWANNEE, GA 30024 DOCK LEVELER PIT DETAIL 770-338-9988 DOCK LEVELER PIT DETAIL & EQUIP. SCALE: 1/4" = V-0" 1% 1" 2% 2" 3% 3" 4% 4" 5% 5" 6% 6" OVERHEAD DOOR RE:TENANT SPECIFICATIONS AND MANUFACTURER'S RECOMMENDATION. G.C.TO VERIFY THAT DOOR HAS A REGISTERED NOA AND INSTALLED PER IT'S GUIDELINES TERMITE TREATED COMPACTED SUBGRADE 3"X3"Xi" STEEL ANGLE EMBEDDED — FLUSH WITH CONCRETE #4 DOWELS 12" LONG AT 24" O.C. HORIZ. EPDXY GROUTED INTO — EXISTING SLAB, RE: STRUCTURAL FOR MIN. EMBEDMENT 2" EXPANSION JOINT FILL — 10 MIL VAPOR BARRIER — W.P. MEMBRANE COATING W.P. MEMBRANE COATING uilia11� lwm FOAM DOCK SEAL & WEATHER HOOD 1 05 A6-1 +1081-901, T/ DOCK DOOR ....... ...... ...... ...... ....... . ...... . ...... ....... ...... DOCK LEVELER DETAIL SCALE: 1/2" = V-0" DOCK ELEVATION SCALE: 1/4" = 1'-0" RNICE; RE:EXTERIOR ELEVATIONS E:EXTERIOR ELEVATIONS CTOR DOOR RE: ELECTRICAL .AD DOOR ANT SPECIFICATIONS kNUFACTURER'S MENDATION. VERIFY THAT DOOR HAS A ERED NOA AND INSTALLED i GUIDELINES ,OCK SEAL AND WEATHER HOOD +100'-00" T/ FIN. FLOOR 3UARDRAIL;RE: EXT.ELEVATIONS .. 1, 1 JOCK BUMPERS N.,__ --- o- IS 4 0 T DOWNSPOUT; RE: PLUMBING i" CONCRETE DOCK SLAB W # 4 @ 12" O.C. E.W. ENTERED IN SLAB ON 6" ;RANULAR FILL. (NO VAPOR 3ARRI ER) DOWNSPOUT; RE: PLUMBING IE: TENANT IMPROVEMENT )RAWINGS FOR COMPACTOR NFORMATION TRENCH DRAIN; RE: PLUMBING NORTH CONSULTANT PROJECT TITLE PT 17 Kimberly Sue Day. AIA DOCK LEVELER DETAIL SCALE: 1/2" = V-0" DOCK ELEVATION SCALE: 1/4" = 1'-0" RNICE; RE:EXTERIOR ELEVATIONS E:EXTERIOR ELEVATIONS CTOR DOOR RE: ELECTRICAL .AD DOOR ANT SPECIFICATIONS kNUFACTURER'S MENDATION. VERIFY THAT DOOR HAS A ERED NOA AND INSTALLED i GUIDELINES ,OCK SEAL AND WEATHER HOOD +100'-00" T/ FIN. FLOOR 3UARDRAIL;RE: EXT.ELEVATIONS .. 1, 1 JOCK BUMPERS N.,__ --- o- IS 4 0 T DOWNSPOUT; RE: PLUMBING i" CONCRETE DOCK SLAB W # 4 @ 12" O.C. E.W. ENTERED IN SLAB ON 6" ;RANULAR FILL. (NO VAPOR 3ARRI ER) DOWNSPOUT; RE: PLUMBING IE: TENANT IMPROVEMENT )RAWINGS FOR COMPACTOR NFORMATION TRENCH DRAIN; RE: PLUMBING NORTH CONSULTANT PROJECT TITLE PT 17 Kimberly Sue Day. AIA HARDWARE SCHEDULE HARDWARE SET #1 (DOUBLE STOREFRONT ENTRANCE DOORS) ........ _.. ......... -(2) SET SINGLE -ACTING OFFSET PIVOT HINGES -(2) DOOR CLOSER - NORTON 1605 SURFACE CLOSER OR APPROVED SUBSTITUTION -(1) 4" EXTRUDED, MILL -FINISH ALUMINUM THRESHOLD (FOR OFFSET PIVOT AND OVERHEAD CLOSER) -(2) SINGLE ACTING PULL -(2) SINGLE ACTING PUSH BAR -(1) ADAMS RITE MS - 185 A DEADLOCK OR APPROVED SUBSTITUTION -(1) CYLINDER - SCHLAGE (7PIN) MORTISE OR APPROVED SUBSTITUTION - FINISH TO MATCH DOOR (NOTE: "DOOR TO REMAIN UNLOCKED DURING STORE OPERATION") -(2) WEATHERING SYSTEM - EPDM BLADE SURFACE ATTACHED SWEEP STRIP -(1) PAIR FLUSH BOLTS FOR INACTIVE LEAF - FLUSH MOUNTED (FINISH TO MATCH DOOR HARDWARE SET #2 (EXTERIOR SINGLE DOORS) ...........................................................................................-............................ ........ .................. -(1-1/2 PAIR 4-1/2"X4-1 2" - - ( ) / BUTT FULL MORTISE -NON REMOVABLE PIN - BB - STAINLESS STEEL FINISH -(3) SILENCER -(1) CLOSER - STAINLESS STEEL FINISH -(1) RIM PANIC BAR W/ EXTERIOR CYLINDER -STAINLESS STEEL FINISH -(1) SINGLE -ACTING PULL - STAINLESS STEEL FINISH -(1) ALUMINUM THRESHOLD GENERAL NOTES: 1. G.C. TO PROVIDE SHOP DRAWINGS SHOWING FIT, FINISH, AND MATERIAL QUALITY FOR REVIEW BY ARCHITECT 2. THE SUBCONTRACTORS WILL INSTALL ALL DOORS, FRAMES, HARDWARE, LOCK SETS, AND ENTRANCE DOORS 3. G.C. TO VERIFY OPENING DIMENSIONS IN FIELD PRIOR TO FABRICATION AND INSTALLATION 4. SEE STOREFRONT ELEVATIONS AND NOTICES OF ACCEPTANCE FOR TEMPERED GLASS LOCATIONS 5. ALL STOREFRONT WINDOWS AND DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE W/ANSI/AMMA/NWWDA 101 /1 S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY 6. STOREFRONT MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED G NEERED TO TRANSFER MIN 1.5 TIMES THE DESIGNED S GNED LOADS TO THE ROUGH OPENING SUBSTRATE (OR AS PER NOTICE OF ACCEPTANCE) 1ARDWARE NOTES: 1. ADJUST ALL CLOSERS TO A 5 LB. MAX. OPENING FORCE 2. CONTRACTOR TO SUBMIT TYPE -WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED (PREPARED BY A LICENSED AND CERTIFIED CONSULTANT) 3. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED 4. ALL HOLLOW CORE METAL DOORS ARE TO BE FRAMES TO BE SHOP PRIMED AND PAINTED 5. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER - SUBMIT OTHERS FOR APPROVAL - ALL LOCKS SHALL BE REKEYABLE 6. DOOR EGRESS/PANIC SYSTEMS MUST BE IN COMPLIANCE WITH SPECIAL EGRESS CONTROL DEVICES LISTED IN LOCAL CODES 7. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECT AND/OR OWNER REVIEW 8. ALL DOORS AND HARDWARE SHALL COMPLY WITH N.F.P.A. 101-5-2.1.5 8. ALL DOORS AND HARDWARE TO COMPLY WITH ADA AND CODE OF FEDERAL REGULATION, UTILIZING A LEVER LATCH OR LOCKSET DOOR SCHEDULE DOOR -(1) BOTTOM SWEEP C LOUVER -(1) LATCH GUARD 7/16" _ ....... 1/2" VARIES _ _.._ VARIES -(1) VIEWER o w ro _y a -(1) SET FULL WEATHER STRIP FRAME HARDWARE -(1) FULL-LENGTH RAIN HOOD c o z _ m N Ln ACCEPTANCE �? E DETAILS 3� a METAL RAIN DRIP (EXTEND BEYOND SIDES OF DOOR) � p c 16 0_ LU 8_ # O0 MATERIAL 0 Z' :s s TYPE rn> c EXTERIOR CMU WALL c'�•Ev N 'D m TYPE THICKNESS SIZE o o 0 w—' ASSEMBLY � 1.. � t5.2 � oc 0 O U SILICONE SEALANT o •c 0 a) a GENERAL NOTES: 1. G.C. TO PROVIDE SHOP DRAWINGS SHOWING FIT, FINISH, AND MATERIAL QUALITY FOR REVIEW BY ARCHITECT 2. THE SUBCONTRACTORS WILL INSTALL ALL DOORS, FRAMES, HARDWARE, LOCK SETS, AND ENTRANCE DOORS 3. G.C. TO VERIFY OPENING DIMENSIONS IN FIELD PRIOR TO FABRICATION AND INSTALLATION 4. SEE STOREFRONT ELEVATIONS AND NOTICES OF ACCEPTANCE FOR TEMPERED GLASS LOCATIONS 5. ALL STOREFRONT WINDOWS AND DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE W/ANSI/AMMA/NWWDA 101 /1 S2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY 6. STOREFRONT MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED G NEERED TO TRANSFER MIN 1.5 TIMES THE DESIGNED S GNED LOADS TO THE ROUGH OPENING SUBSTRATE (OR AS PER NOTICE OF ACCEPTANCE) 1ARDWARE NOTES: 1. ADJUST ALL CLOSERS TO A 5 LB. MAX. OPENING FORCE 2. CONTRACTOR TO SUBMIT TYPE -WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED (PREPARED BY A LICENSED AND CERTIFIED CONSULTANT) 3. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED 4. ALL HOLLOW CORE METAL DOORS ARE TO BE FRAMES TO BE SHOP PRIMED AND PAINTED 5. ALL LOCK AND PASSAGE SETS TO BE SCHLAGE GRADE OR BETTER - SUBMIT OTHERS FOR APPROVAL - ALL LOCKS SHALL BE REKEYABLE 6. DOOR EGRESS/PANIC SYSTEMS MUST BE IN COMPLIANCE WITH SPECIAL EGRESS CONTROL DEVICES LISTED IN LOCAL CODES 7. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECT AND/OR OWNER REVIEW 8. ALL DOORS AND HARDWARE SHALL COMPLY WITH N.F.P.A. 101-5-2.1.5 8. ALL DOORS AND HARDWARE TO COMPLY WITH ADA AND CODE OF FEDERAL REGULATION, UTILIZING A LEVER LATCH OR LOCKSET DOOR SCHEDULE DOOR FRAME GLASS LOUVER DOORAND 7/16" _ ....... 1/2" VARIES _ _.._ VARIES IS BETWEEN Y4" AND Y2' DOOR AS SCHEDULED _y a W FRAME HARDWARE REMARKS SECTIONS OF NOTICES OF z _ SIZE ACCEPTANCE DETAILS METAL RAIN DRIP (EXTEND BEYOND SIDES OF DOOR) WEATHER SEAL LU 8_ # TYPE MATERIAL PAINT TO MATCH DOOR FRAME TYPE MATERIAL EXTERIOR CMU WALL SIZE TYPE THICKNESS SIZE TYPE ASSEMBLY SET 1.. W SHIM SILICONE SEALANT Keller Road #200 Orlando, _2 " PER V-0" SEE ELEVATION FOR H T SEALANT WITH BACKER ROD HEAD JAMB SILL License Number ............. © Copyright 2006 The Scott Partnership Architecture, Inc. U.L. LABEL All Rights Reserved Worldwide. L 101 DT -2 ALUMINUM 14'-0" 7'-0" 1-3/4" N/A ALUMINUM 9/A7-1 9/A7-1 9/A7-1 RE: 1/A7-1 RE: 1/A7-1 VERIFY W/ ___ _ -- "-- 1 PROVIDED AND INSTALLED BY STOREFRONT MASONRY CONT. GRAY inO i6 rD E t5 - • ANCHORS PER NOTICE DOOR FRAME AS NOA SPECS FOR SECURITY GRILLE / CONTRACTOR 101B DT -1 HOLLOW METAL 3'-0" 7'-0" 1-3/4" FRA HOLLOW METAL 4/A7-1 3/A7-1 2/A7-1 SOLID W/ GROUT) FLOORING AS SCHED. �/ FIN. --- GALV HOLLOW MTL DOOR - PAINT FINISH - REINF CMU FILL CELL FLOOR 0 y +� agar (SEE STRUCTURAL) .,1.77. M ......... GLOSS ENAMEL 101C DT -3 22 GA. STEEL 4'-0" 4'4" 3/8" GALV. STEEL 0:5 �• co --- _ .. _.... ..... ....... . CL a) lioo— _._... --- --- --- --- --- SEE MANUFACTURER DRAWING 101 D DT -4 22 GA. STEEL V-0" 8'-0" --- 0) 0 ............................................................................................................................................... --- c m O S L U (D yaa c ,�, $ --- --- --- --- --- SEE MANUFACTURER DRAWING 101 DT -1 HOLLOW METAL X-0" 7'-0" 1-3/4" FRA HOLLOW METAL 4/A7-1 3/A7-1 2/A7-1 .. ....... . --- 2 GALV HOLLOW MTL DOOR - PAINT FINISH - ............I .......... .........._... --.. ...................................................... ___......_................................................................._.............................................................................. ..__........................... ..................... GLOSS ENAMEL 101 F DT -1 HOLLOW METAL T-0" 7'-0" 1-3/4" FRA HOLLOW METAL 4/A7-1 3/A7-1 2/A7-1 --- �a 0 7+ y .......................I.................... ................................ .......................................................................................................................... GALV HOLLOW MTL DOOR - PAINT FINISH - ca O um) w $ o- CL a) -.0 GLOSS ENAMEL Deadbolt Locks: All hardware shall be direct acting requiring no more than one tion to unlatch. FBC 1008.1.8.4 Door Hardware: Handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting (Mopera of the wrist to operate. FBC 11-4.13.9 vi NOTE: G.C. TO VERIFY THAT ALL INFORMATION o M ca �' 'C' 'B' 'C' C. �B� lCl SHOWN IN THIS DETAIL COMPLIES WITH NOTICE OF ACCEPTABLE SNAP -IN a? .$ ACCEPTANCE REQUIREMENTS - IN CASE OF CONFLICT, ANCHOR TYPES 0 �_`- NOA REQUIREMENTS WILL SUPERSEDE a . , o WIRE MASONRY ANCHOR 0 rn m o INFORMATION SHOWN IN THIS DETAIL o o 0 iv _ 3" THRU 8-3/4" (STANDARD) m 0 N SPECIFY "M" IM 8 0 rn - WOOD STUD ANCHOR 3-3/4", SIN 211 m o 2D 1nz� 2.. �D� 2�� 4-3/4",5-3/4", 6-3/4", z_ a a 1' 7-3/4", 8-3/4" (STANDARD) 45,6 0 SPECIFY "S" gea ��rE - CHANNEL STEEL STUD "'`° a� $ ANCHOR 3-3/4", 4-3/4", � �0 -0 5-3/4", (STANDARD) 3 .0 °c m SPECIFY "C" 0 'C' 'B' �(0 'Cl 'C' 'B' 'C' ADJUSTABLE WOOD STUD Dle Ile le S o 0 ANCHOR 5-3/4", 0 6-1/4", 6-3/4", 7-1/4", 4 ` m m e 7-3/4", 8-1/4" 8-3/4" (OPTIONAL) 30 0 � RE: SCHEDULE RE: SCHEDULE c m v FLOOR ANCHOR -WELDED W o M _ -/8" vw E � ANSI/DHI A115.147(STANDARD) D o p W o O UNIVERSAL STRIKE w E L - BENT TAB COMPLETED OPENING y/ U 0 C t .0 !,N ANCHOR / LAG BOLT 5-3/4", w w / / w 8 cd �, O n n n n "CO"w = 0 c m 2 D 1 2 D 2" 6-3/4 SPECIFY FOR D D Cc �• c Cr CORNER COMPLETED OPENING / SPECIFY 01 W w ° .°.' �q� A O LAG FOR LAG BOLT (OPTIONAL) U LRE: SCHEDULE I1J o m REINFORCEMENT .c $ ' i WELDED tii I;; o EE Lf m TO HEADER lZ � o r MASONRY ANCHOR 0-1/011 0 cc 0 0 C w� rn0 O O L .kE0.0 o�'�N A B C D 5-3/4" ALL OTHERS 4-7/8" _... DEPTH -1" 7/16" _ ....... 1/2" VARIES _ _.._ VARIES AND OVER TYP "INTER -LOW NOTE: DT -1 DT -2 DT -3 K -D MITERED CORNER ALL OTHER SIZES WILL REQUIRE o A WELD -IN TYPE ANCHOR vv1 a 2 ci �_ 06 TYP HOLLOW METAL FRAME DIMS 07 TYP HM DOORFRAME EXT CMU DOOR AND FRAME TYPE ELEVATIONS m� Q, c o SCALE: cr3 c :3VA 3 y c 0 ---------------- C c $ ALUMINUM STOREFRONT W C7 SYSTEM; RE: STOREFRONT IS BETWEEN Y4" AND Y2' DOOR AS SCHEDULED _y a W ......... EXTERIOR SECTIONS OF NOTICES OF z _ ?6c6 ACCEPTANCE Z METAL RAIN DRIP (EXTEND BEYOND SIDES OF DOOR) WEATHER SEAL LU 8_ ADA COMPLIANT ALUM a PAINT TO MATCH DOOR FRAME GLAZING GASKET - EXTERIOR CMU WALL 04 TYP. SLOPE EXTERIOR W/ TAP CONS PER NOTICE OF CONC SLAB AWAY ACCEPTANCE CONTINUOUS CLEAR 1.. E `°va o�,� SHIM SILICONE SEALANT Keller Road #200 Orlando, _2 " PER V-0" SEE ELEVATION FOR EA. SIDE Fax....................407-875-3276 SEALANT WITH BACKER ROD Website ........www.scoftarchitects.com I _ License Number ............. © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. L DOOR AS THRESHOLD SET IN FULL SLIDING ENTRANCE = owl•-� MASTIC BED SCHEDULED MASONRY CONT. GRAY inO i6 rD E t5 - • ANCHORS PER NOTICE DOOR FRAME AS FOR SECURITY GRILLE / ____ aEi00E 0 E OF ACCEPTANCE _..._. SUPPORT COL'S BEYOND -~ f SOLID W/ GROUT) FLOORING AS SCHED. �/ FIN. v07 0 0 REINF CMU FILL CELL FLOOR 0 y +� agar (SEE STRUCTURAL) .,1.77. M SECTION AT ENTRANCE zo�v La :a.c .................... 0:5 �• co CL a) lioo— _._... $� aE m �s 0) 0 c m O S L U (D yaa c ,�, $ w:a30 0 0 cu C E c ro 0 8 E 0 HEAD/JAM B -$C2 � 8 cool"' O t 0 'O c3�s 00cn_ Ec"6T)Z �a 0 7+ y ca O um) w $ o- CL a) -.0 c�5 0 CL 3 S ,OO CL ca�Q �mu02 MULLION ��aE 'd O 00 +' 0 0 � 0 F- Ui r $ • � c CL M Ec ca O tU C 0 m U U � C �so >0-0 aa) > 0 -0000 0 »= � 0 SLOPE�� ao0C c c 0� E ci RE: SILL CIVIL > -0 � . L N �a U d D cnv�a; Q OEvc� �o� 3 — �. 0 0 $ a L C c 0- L�✓ 0 M :M co �8 0 0• o w. c � y r 0 c t 00 F_ � � `° � TYP STOREFRONT DETAIL WALL c 0 c .STUD �5 SCALE: Z c 5 $ .c U O c 1'S0`a$ 8"x6"53/8' STEEL TUBE RE: STRUCTURAL FASTENER PER NOA ALUMINUM STOREFRONT SYSTEM RE: STOREFRONT SCHEDULE & RELATED SECTION OF NOTICES OF ACCEPTANCE ALUMINUM STOREFRONT SYSTEM RE: STOREFRONT SCHEDULE & RELATED SECTION OF NOTICES OF ACCEPTANCE ALUMINUM STOREFRONT SYSTEM RE: STOREFRONT SCHEDULE & RELATED SECTION OF NOTICES OF ACCEPTANCE SILL SET IN BED OF MASTIC FASTENER PER NOA CONCRETE SLAB; RE: CIVIL 1/2" EXPANSION FILL CONCRETE SLAB RE: STRUCTURAL REINF CMU LINTEL (SEE STRUCTURAL) CONTINUOUS CLEAR SILICONE SEALANT — SEE ELEVATION FOR EXTERIOR FINISH R MOLDED DRIP BEAD INTERIOR TYP DOOR JAMB EXTERIOR CMU WALL SCALE: 6" = V-0" NOTE: GENERAL CONTRACTOR TO COORDINATE CONCRETE AND DOOR HARDWARE SUBCONTRACTOR AND ADJUST SLAB STEP DOWN LOCATION, TYPICAL ---------------- C SLOPE 1:2 IF FLOOR ALUMINUM STOREFRONT W C7 SYSTEM; RE: STOREFRONT IS BETWEEN Y4" AND Y2' DOOR AS SCHEDULED W DOOR FRAME AS SCHEDULED EXTERIOR SECTIONS OF NOTICES OF z _ DOOR AS SCHEDULED ACCEPTANCE Z METAL RAIN DRIP (EXTEND BEYOND SIDES OF DOOR) WEATHER SEAL LU ADA COMPLIANT ALUM a PAINT TO MATCH DOOR FRAME GLAZING GASKET TYP DOOR HEAD EXTERIOR CMU WALL 04 TYP. SLOPE EXTERIOR W/ TAP CONS PER NOTICE OF CONC SLAB AWAY ACCEPTANCE CONTINUOUS CLEAR 1.. EXTERIOR SHIM SILICONE SEALANT Keller Road #200 Orlando, _2 " PER V-0" SEE ELEVATION FOR EA. SIDE Fax....................407-875-3276 SEALANT WITH BACKER ROD Website ........www.scoftarchitects.com I EXTERIOR FINISH License Number ........ S L#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. DOOR AS THRESHOLD SET IN FULL SLIDING ENTRANCE = — MASTIC BED SCHEDULED MASONRY CONT. GRAY - • ANCHORS PER NOTICE DOOR FRAME AS FOR SECURITY GRILLE _ ____ OF ACCEPTANCE SCHEDULED (FILL SUPPORT COL'S BEYOND -~ f SOLID W/ GROUT) FLOORING AS SCHED. �/ FIN. REINF CMU FILL CELL FLOOR (SEE STRUCTURAL) INTERIOR TYP DOOR JAMB EXTERIOR CMU WALL SCALE: 6" = V-0" NOTE: GENERAL CONTRACTOR TO COORDINATE CONCRETE AND DOOR HARDWARE SUBCONTRACTOR AND ADJUST SLAB STEP DOWN LOCATION, TYPICAL AS SCHEDULED 1/2" E.J. W/ SEALANT, BACKER ROD, AND FILLER - TYP DOOR THRESHOLD 0 EXTERIOR WALL SCALE: 6" = V-0" TMP 05 A7-1 RE:SCHEDULE_T 10'-0" (VERIFY IN FIELD) W J D 0 W U FR -1 EXTERIOR FACE OF PANEL BEYOND V2 r` W ---------------- C SLOPE 1:2 IF FLOOR ALUMINUM STOREFRONT TRANSITION C7 SYSTEM; RE: STOREFRONT IS BETWEEN Y4" AND Y2' DOOR AS SCHEDULED SCHEDULE AND RELATED INTERIOR EXTERIOR SECTIONS OF NOTICES OF z 0 ACCEPTANCE Z Q WEATHER SEAL LU ADA COMPLIANT ALUM a THRESHOLD SET IN GLAZING GASKET Q CONT BED OF SEALANT O TYP. SLOPE EXTERIOR W/ TAP CONS PER NOTICE OF CONC SLAB AWAY ACCEPTANCE FROM BUILDING I SHIM FINISH FLOOR Keller Road #200 Orlando, _2 " PER V-0" AS SCHEDULED 1/2" E.J. W/ SEALANT, BACKER ROD, AND FILLER - TYP DOOR THRESHOLD 0 EXTERIOR WALL SCALE: 6" = V-0" TMP 05 A7-1 RE:SCHEDULE_T 10'-0" (VERIFY IN FIELD) W J D 0 W U FR -1 EXTERIOR FACE OF PANEL BEYOND V2 r` W BREAK METAL TO MATCH STOREFRONT COLOR 8"x6"x3/8" TUBE STEEL RE: STRUCTURAL DRAWINGS SHEAR PLATE @ ANCHOR LOCATIONS INTERIOR ALUMINUM STOREFRONT SYSTEM; RE: STOREFRONT SCHEDULE AND RELATED SECTIONS OF NOTICES OF ACCEPTANCE; INSTALL STOREFRONT AS PER NOA AND MANUFACTURERS INSTALLATION REQUIREMENTS MOTION SENSOR (TYP.) XA11 K1 rn r' I D -r Q =f -%--i nnl r -%=r A 11 ---------------- C i 0 T T ALUMINUM STOREFRONT HEAD C7 SYSTEM; RE: STOREFRONT SCHEDULE AND RELATED SECTIONS OF NOTICES OF z LU ACCEPTANCE Z 1/4" TEMPERED GLAZING V LU t� Pig GLAZING GASKET GLASS AS SCHED. O FIXED DOOR CL SETTING BLOCK I SHIM 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 CONTINUOUS CLEAR SILICONE Fax....................407-875-3276 SEALANT WITH BACKER ROD Website ........www.scoftarchitects.com I License Number ........ S L#AAC001155 © Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. BREAK METAL TO MATCH STOREFRONT COLOR 8"x6"x3/8" TUBE STEEL RE: STRUCTURAL DRAWINGS SHEAR PLATE @ ANCHOR LOCATIONS INTERIOR ALUMINUM STOREFRONT SYSTEM; RE: STOREFRONT SCHEDULE AND RELATED SECTIONS OF NOTICES OF ACCEPTANCE; INSTALL STOREFRONT AS PER NOA AND MANUFACTURERS INSTALLATION REQUIREMENTS MOTION SENSOR (TYP.) XA11 K1 rn r' I D -r Q =f -%--i nnl r -%=r A 11 SCALE: 1-1/2" = V-0" SCALE: 6" = 1'-0" GENERAL NOTES: G.C. SHALL HAVE STOREFRONT SUBCONTRACTOR VERIFY ALL DIMS IN FIELD PRIOR TO GENERATING SHOP DRAWINGS FOR STOREFRONTS. ALL GLAZING SHALL COMPLY W/ THE FLORIDA PRODUCT CONTROL NOTICE OF ACCEPTANCE FOR THE YKK SYSTEM SHOWN. ALL GLASS TO BE TEMPERED PER NOA DUE TO WIND LOADING. 20'-6" (VERIFY IN FIELD) I 05 O TYP A7-1 17 STOREFRONT ELEVATIONS 01 / 0L MLC. I /L-- = 1--V 4? HEAD C7 z z V LU I GLASS AS SCHED. O FIXED DOOR I 0 BEYOND I I. X-3" I, I 14'-0" THRESHOLD SET IN FULL SLIDING ENTRANCE MASTIC BED DOOR CONT. GRAY SURFACE MT'D BASE P SEALANT o FOR SECURITY GRILLE SUPPORT COL'S BEYOND SIDEWALK FLOORING AS SCHED. FIN. FLOOR .,1.77. . SECTION AT ENTRANCE SLIDING DOOR SCALE: 1-1/2" = V-0" SCALE: 6" = 1'-0" GENERAL NOTES: G.C. SHALL HAVE STOREFRONT SUBCONTRACTOR VERIFY ALL DIMS IN FIELD PRIOR TO GENERATING SHOP DRAWINGS FOR STOREFRONTS. ALL GLAZING SHALL COMPLY W/ THE FLORIDA PRODUCT CONTROL NOTICE OF ACCEPTANCE FOR THE YKK SYSTEM SHOWN. ALL GLASS TO BE TEMPERED PER NOA DUE TO WIND LOADING. 20'-6" (VERIFY IN FIELD) I 05 O TYP A7-1 17 STOREFRONT ELEVATIONS 01 / 0L MLC. I /L-- = 1--V TYP 09 A7-1 O CONSULTANT PROJECT TITLE SEAL 2Q0 SE 17 Kimberly Sue Wy, AIA FL. REG. # AR0091738 +1001-00110LI f LR. DATE: 17 SEPT 20071 SHEET # DOOR SCHEDULE, GLAZING ..... ..... ELEVATIONS & DETAILS " w .Yu OB NUMBER: 07049 0 F_ V I I I I. X-3" I, I 14'-0" TYP 09 A7-1 O CONSULTANT PROJECT TITLE SEAL 2Q0 SE 17 Kimberly Sue Wy, AIA FL. REG. # AR0091738 +1001-00110LI f LR. DATE: 17 SEPT 20071 SHEET # DOOR SCHEDULE, GLAZING ..... ..... ELEVATIONS & DETAILS " w .Yu OB NUMBER: 07049 0 a a c � oca> +� or $ E ti -a$o U a> w ca �� U) (D G N 7 U o tM ci cn iCo t � U � c�n> QPaa> 'D X `as m C c> S? a a> B U U M Q N� o. a> Co -aci a> a> a O ca 8 Cn U t) C a> ct> lb s H o Oa>c c L co o � CL a> c o � � L Y °> dna � as o L C 8 a5 > U V5 o 0 E o c s $ `° o �aa> ,?�> S ID 0 ID >o Q a>yc C> y c E 4> U O a) ya;a> c �L sL c 0 O � c a, 46 o a> ai :5 8�°a -pC CL MC tto c c o � � c .0 tl E- Vj E E a C C c O C 0 ns -2 G 0 8 > o c c M o ` c C. 3 C ca �s c 3 o o• c E (D E a) co c � � o c 0 Lo E IDo Qo� 0 c 0 cu M yS c fA j rn r E F— �O.0 n� o CC Y O a> o c o c c � �:✓ 0 c y> w c4) a> t _or3o c c E o m N zs -- E a> mmo'w �LEo ID coi a> Ncccog Qoc m 8 CL �°8= o C m a`>oSO- ' _CM v> -0 U a> �- M y N o c a s-�g-Doui 2 N o c ,�o c c Q -E 0 0-2 U-ya>:3 C d i o g 0-0 _ C c a) M � -° --a 0 E E p no 0 0 � U O N U O .w_ Z ot�as c r- a> s �- o �� 0 83 �4 o �' �' aC, o am v E- m o 0 Cr ¢ c°6E p> Y C a3 C o c w O R> 7 L>. N y N L a .0 C •' p C 0 O N a> E O al C m > O a> � U �n = O c � oiacai -Eo E @ U C -C C O> a> C -2 CL ` v. 0 U Q 423 South Keller Road #20 Orlando, Florida 32$1Q Phone .................407-660-27E Fax....................407-875-327 Website .......-www.scottarchitects.col License Number ........ SL#AAC00115 @ Copyright 2006 The Scott Partnership Architecture, li All Rights Reserved Worldwide. CONSULTANT STRUCTURAL CONCEPTS & DESIGN, 405 DOUGLAS AVENUE, SUITE 130. ALTAMONTE SPRINGS, FL 3271, TEL 407/774-3021 FAX 407/682-2381 www. structu ra lconcepts-design.cor FLORIDA C.O.A. NO. 2719 PROJECT TITLE SEAL Robert C. Sc�Dgglns, P.E. FL Registratio No. 56158 INFO REVISIONS # GENERAL STRUCTURAL NOTES DESCRIPTION ---- T .__.._..-----._.--- --.- (� CHECKED BY : RCE PLASTIC CONTROL IVY EXP. ISOLATION JOINT JT. FORMER SEE DETAIL - THIS SHEET �A LU PLASTIC CONTROL TONGUE & GROOVE CONSTRUCTION NOTES: 03310 CONCRETE TESTING: JT. FORMER METAL FORM ¢ OWNER WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS AND SUBMIT TEST � 1w 07- N rz NO WW J&Y4 ' GENERAL DRAWING NOTES: REPORTS ON CAST IN PLACE CONCRETE: THRU JOINT Y4 MIN. 4 `7, z - DO NOT SCALE DRAWINGS, USE DIMENSIONS PROVIDED, TYPICALLY. IN THE CASE OF DIMENSIONAL CONFLICT, ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." SLUMP SHALL NOT EXCEED LIMIT u, z p ARCHITECTURAL DIMENSIONS GOVERN OVER STRUCTURAL DIMENSIONS, TYPICALLY. INDICATED ON APPROVED MIX DESIGN, OR 6" (WHICHEVER IS SMALLER) 0 w uLU Ci' w + + + + + + + — STRUCTURAL DRAWINGS ARE NOT TO BE REPRODUCED WITHOUT WRITTEN CONSENT FROM STRUCTURAL CONCEPTS & ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." CYLINDERS CX W DESIGN, LLC ANY REPRODUCTION OF THESE CONTRACT DOCUMENTS WITHOUT WRITTEN CONSENT OF STRUCTURAL SHALL BE TAKEN FOR EACH MIX DESIGN USED, AND FOR EVERY 50 CUBIC YARDS OF CONCRETE PLACED. TEST CYLINDERS AT ---------------- ---- ------ 1 CONCEPTS & DESIGN, I.I.C. WILL BE REJECTED & NOT REVIEWED. THE FOLLOWING AGES: C CONSTRUCTION JOINTS � l SHOP DRAWING REVIEW SHALL REQUIRE TWO (2) WEEKS FOR COMPLETION FROM TIME OF DELIVERY TO STRUCTURAL 1 CYLINDER AT 3 DAYS, 1 CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS � SEE DETAIL -THIS SHEET 6 MIL VAPOR BARRIER CONCEPTS & DESIGN, LLC. SHOP DRAWINGS SHALL BE CHECKED & "APPROVED" BY GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO ARCHITECT. -or- v O O O O O O C CONTRACTORS SUBMITTING SHOP DRAWINGS TO PROVIDE ONE (1) SEPIA SET AND TWO (2) BLUELINE COPIES FOR MARK-UP. HOLD ONE RESERVE CYLINDER TO BE TESTED AS REQUESTED BY THE ENGINEER. IF REQUIRED wj z Z .wZ Z Z Z z z z z z PROVIDE CONTROL JOINTS AT ALL COLUMNS AND OR ADDITIONAL COPIES WILL BE RETURNED WITHOUT MARKS OR APPROVAL STAMP. 28 DAY STRENGTH IS ACHIEVED, THE RESERVE CYLINDER MAY BE DISCARDED. N •� g 20'-0" c%. USE PREMOLDED STRIPS METHOD OF CASTING LANES 00200 BUILDING CODES: 03600 GROUT: 0 „ CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT. SAW CUT U NOTES: M MAX. JOINT MAY BE USED IN LIEU OF PREFORMED STRIP. FLORIDA BUILDING CODE - 2004 EDITION WITH 2006 SUPPLEMENT. GROUTING IS CLASSIFIED AS "PRECISION GROUTING" FOR SUPPORT OF OPERATING MACHINE BASES, EQUIPMENT SUBJECT TO THERMAL MOVEMENT, AND BASE PLATES, BEARING PLATES, AND EXPANSION BEARINGS EXCEEDING 8" IN LEAST DIMENSION. 1. LANES SHALL BE CAST IN METHOD INDICATED 00500 STRUCTURAL LOADING: ALL OTHER GROUTING MAY BE "ORDINARY GROUTING". METALLIC AGGREGATE GROUT MAY BE USED ONLY IN INTERIOR 2. LANES TO BE DIVIDED BY CONSTRUCTION JOINTS AT q. OF COLUMNS AND APPLICATIONS NOT EXPOSED TO VIEW IN FINISHED BUILDING AREAS. USE ORDINARY CEMENT GROUT ONLY WHERE C SUB -DIVIDED AT A MAXIMUM OF 30'-0" CENTERS. A CONTROL JOINT DETAIL CONSTRUCTION JOINT DETAIL T THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE AND/OR MORE RESTRICTIVE REQUIREMENTS SPECIFICALLY NOTED AS "CEMENT GROUT' ON DETAILS. USE NON -SHRINK GROUT FOR ALL OTHER LOCATIONS. PRECISION 3. IN AREA WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND/OR FOR LOADS AS GIVEN BELOW UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING GROUT SHALL CONFORM TO CRD -C621-80 WHEN MIXED TO FLUID CONSISTENCY OF 22 TO 25 SECONDS (FLOW CONE )* CONTROL JOINTS AS SHOWN. CRITERIA. METHOD, CRD -C611-80). REQUIRED 28 DAY STRENGTHS SHALL BE AS FOLLOWS: ,0 4. ALLOW 24 HOURS BETWEEN ADJACENT LANE PLACEMENT. GRAVITY LOADING UNIFORM O CEMENT GROUT --------------- 1,800 PSI SLAB -ON -GRADE AREAS -------------------------------150 PSF NON -SHRINK GROUT ------- 5,000 PSI .0 1 CONCRETE SLAB-ON-GRADE 2 SLAB—ON—GRADE JOINT D ETA I LS ROOFS - SLOPE Y4":12" ------------------------------------ 20 PSF (REDUCIBLE) PRECISION GROUT ----------- 6,500 PSI WIND LOAD AS PER FLORIDA BUILDING CODE 2004 EDITION 04220 CONCRETE UNIT MASONRY: S SCALE: Y4" = 1'-0"SI-1 SCALE: Y4" = 1'-0" BASIC WIND SPEED (V) = 120 MPH (3 SECOND GUST) EXPOSURE CATEGORY = B ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION", U WIND LOAD IMPORTANCE FACTOR (I) = 1.00 ACI 530.1-02 AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY 0 INTERNAL PRESSURE COEFFICIENTS = +/- 0.18 OF UNITS CONFORMING TO ASTM C 90, AND REINFORCED WITH #9 GAUGE LADDER TYPE HORIZONTAL MASONRY .. COMPONENT && CLADDING PRESSURES SHOWN ON DETAIL "i/S4-2" REINFORCING LOCATED AT 16" O.C. ALL MASONRY TO BE LAID IN TYPE "S" MORTAR (1,800 PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR TIED TO j 01051 DRAWING DIMENSIONS AND COORDINATION: FRAME WITH 16 GAUGE CONTINUOUS DOVETAIL SLOT AND 12 GAUGE DOVETAIL ANCHOR SPACED @ 16" O.C. (TOP AND TWO VERTICAL SIDES). #4 CONTINUOUS HORIZ.CURB WIDTH AS REQUIRED DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDINATE THE REQUIREMENTS OF ALL PROFESSIONALS. USE INFORMATION FROM APPROVED 04230 REINFORCED UNIT MASONRY: 'd RECTANGULAR,SQUARE, BARS w/1'-6" BEND OR 1'-6"\ 4" MIN" x 1 -6 BEND AT CORNERS 8" MAX. SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING. ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE N ROUND OR STEEL COL. REINFORCEMENT, CAST -IN-PLACE CONCRETE, AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO TYPICAL TOP OF SLAB z C2 X TYPICAL v 01100 SCOPE OF SERVICE: SUPPORTING CONCRETE MEMBERS A CLASS "B" LAP LENGTH PLUS 3" OR FULL DEPTH PLUS A STANDARD HOOK. LAPS WITHIN REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO � ❑ -j 00 THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALTY ENGINEER, AS DEFINED ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH #8 COARSE AGGREGATE. USE HIGH -SLUMP (SUPERPLASTICIZED) I. U BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, HIS SERVICES MUST COMPLY WITH THE SCOPE OF WHERE HEIGHT OF LIFT EXCEEDS 4'. WHERE HEIGHT OF OPEN CELL EXCEEDS 4', USE HIGH -LIFT GROUTING TECHNIQUE 'N 900 900 . - .. _ . .... . V - SERVICES AS OUTLINED IN THE PROJECT CONSTRUCTION DOCUMENTS. WHICH REQUIRES A CLEAN-OUT OPENING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT IN MAXIMUM 4' LIFTS #4 DOWELS AT 24" WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS. ALL WALLS TO BE REINFORCED WITH #5 BARS SPACED AT 48" O.C. MIN. 144 TYP.'-URB02000 FOUNDATIONS: VERTICAL, TYP. (U.N.O.) CONSTRUCTION -144 CONT. AROUND JOINT PERIMETER. LAP 1'4" AT GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE NOT BEEN PROVIDED. BASED ON PREVIOUS PROJECTS IN THE AREA, 05055 WELDING: 1A C.J. SEE ARCH. CORNERS THE FOLLOWING FOUNDATION SYSTEM WILL BE USED: N z V CLR ALL WELDING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) "STRUCTURAL Q —TOOLED JOINT AT ��' SHALLOW STRIP AND SPREAD FOOTINGS w/ ALLOWABLE BEARING = 2,000 PSF. WELDING CODE -STEEL;" D1.1 - 2001 AND AS INDICATED ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES SHALL BE EXPOSED AREAS UKQ' n (TO BE VERIFIED BY GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION) E70XX, UNLESS NOTED OTHERWISE. WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS U _ � +_+ --- THE GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR SPECIFYING AND MONITORING ALL TESTING, INSTALLATION, TEMPERATURES TO BE IN ACCORDANCE WITH THE A.W.S. SPECIFICATIONS. ANY STRUCTURAL STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLY REINFORCED. ALL FULL PENETRATION GROOVE WELDS TO BE SUBJECT TO RADIOGRAPHIC, PLAN FIRST POUR VARIES PLAN EVALUATION, AND REPORTING RELATED TO THE FOUNDATION SYSTEM, INCLUDING ALL WORKMANSHIP PROVISIONS RELATING TO THE SOIL - STRUCTURE INTERFACE. THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR SPECIFYING THE MAGNETIC PARTICLE, ULTRASONIC, AND LIQUID PENETRANT INSPECTION CONDUCTED BY AN INDEPENDENT TESTING AGENCY PAID FOR BY THE OWNER. ,C ?� v Y" PREFORMED FILLER ALL STD. 900 HOOK, TYP.—6x6/W1.4XW1.4WWF #4 DOWELS AT 16" MATERIALS USED TO CONSTRUCT THE FOUNDATION UNITS AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO SUPPORT THE STRUCTURAL FRAME. 05120 STRUCTURAL STEEL: AROUND COL. _ NOTES: 1 -#4 TYP. 1. SEE ARCH FOR SIZE AND LOCATION ISLAND NOTE: SEE CURB DET. FOR DO NOT PLACE ANY FOOTINGS OR MATS UNTIL RECEIPT OF WRITTEN AUTHORIZATION BY THE GEOTECHNICAL ENGINEER ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE �-- COLUMN FACE OF CURBS #4 HORIZ. BAR THAT THE PREPARED SUBGRADE OR DEEP FOUNDATION SYSTEM HAS BEEN PROPERLY EXECUTED IN ACCORD WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF REQUIREMENTS DESIGN AND THAT ANY VARYING CONDITIONS ENCOUNTERED DURING CONSTRUCTION HAVE BEEN EVALUATED AND STRUCTURAL STEEL FOR BUILDINGS". STRUCTURAL STEEL TO CONFORM TO: TYP. SLAB ON STEEL KEYED GRADE REINF, SECTION T FORM STRIP 2. PROVIDE INSERTS AS REQ'D BY ARCH & MECH. DRAWINGS CORRECTED WHERE NECESSARY TO INSURE PROPER FOUNDATION PERFORMANCE. WF SHAPES--------------- ASTM A572, GRADE 50 OR ASTM A992 E NOTE: SLAB REINF. 02200 EARTHWORK: SHAPES & PLATES ----- ASTM A36 NOT SHOWN PIPE ------------------------ ASTM A 53 GRADE B CONSTRUCTION JOINTS AT CONCRETE CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL CONCRETE CAN BE PLACED IN THE DRY. ALL BACKFILL TUBES --------------------- ASTM A 500 GRADE B SHALL BE ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE AND/ORMATERIAL APPROVED BY THE r3 COLUMN SLAB ON GRADE RBS AND lSLAND CUS GEOTECHNICAL ENGINEER. THE BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. NO BACKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH ASTM A325 HIGH STRENGTH BOLTS OR WELDING. BOLTING TO BE IN ACCORDANCE WITH RCRBSJ SPECIFICATIONS. ANY CONNECTION NOT SPECIFICALLY DETAILED SHALL BE DESIGNED BY 0 ^ AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF THOSE WALLS. PROVIDE ADEQUATE THE SPECIALTY ENGINEER FOR THE FORCES SHOWN ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. WHERE FORCES .0 SCALE: Y4" = 1'-0" S _ EXCAVATION BRACING IN ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO MAINTAIN EXISTING ARE NOT PROVIDED DESIGN SHALL BE BASED ON THE MAXIMUM LOAD CAPACITIES OF THE CONNECTING MEMBERS. ALL U FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE CONDITION. STRUCTURAL SUBMITTALS REQUIRING ENGINEERING INPUT SHALL BE ACCOMPANIED BY DESIGN CALCULATIONS AND BE ^ SIGNED AND SEALED BY THE SPECIALTY ENGINEER. ALL STEEL AT AND BELOW FINISHED GRADE TO BE FIELD PAINTED AND d 02210 STRUCTURAL FILL: COVERED WITH A MINIMUM OF 2" CONCRETE. ALL BEAMS BEARING ON CONCRETE TO HAVE A 3/s" x 7Y2" X 8" BEARING PLATE WITH TWO (2) %" 0 HEADED ANCHOR BOLTS 12" LONG (8" EMBEDMENT), 'TYPICAL (UNLESS NOTED OTHERWISE). LU FOUNDATIONS PLACED ON COMPACTED LIMEROCK STRUCTURAL FILL HAVE BEEN DESIGNED FOR A BEARING OF 2,000 PSF. a FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK 05210 STEEL JOISTS: w W O 4 MAXIMUM AND UNDER THE DIRECT SUPERVISION OF A GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY .0 6'-0" MAX "'COMPACTION. d THE DETAILING, FABRICATION AND ERECTION TO CONFORM TO THE LATEST STANDARD SPECIFICATIONS OF THE STEEL 'I"' 2'-0" MIN. PIPE THRU = Z JOIST INSTITUTE (SJI). PROVIDE BRIDGING AND ANCHORS WITH SIZE AND SPACING IN ACCORD WITH SA WHERE BRIDGING 1S 2'-0" TYP. FOOTING �- P t-- WALL ? O U_NOT ,,, O = "- °C 02260 PROOF -ROLLING -NOT SHOWN ON FRAMING PLANS FOLLOW LATEST 5J1 SPECIFICATIONS. MINIMUM BRIDGING SIZE TO BE 1" x 1" x �" IN LIEU OF ROUND BARS. PROVIDE ADDITIONAL BRIDGING AS REQUIRED TO SATISFY NET UPLIFT REQUIREMENTS OR UNBRACED ,r 3 A DO LU a a = a w f- SHALLOW FOOTINGS SHALL NOT BE LESS THAN Y-0" SQUARE AND 1'-8" EMBEDMENT OR 2'-0" WIDE STRIP AND 1'-8" EMBEDMENT AT 2,000 POUNDS PER SQUARE FOOT ALLOWABLE NET BEARING ON SOIL IMPROVED BY PROOF -ROLLING NOT TOP CHORDS WHERE SHOWN ON THE DRAWINGS. PROVIDE CONTINUOUS ANGLE 2Y2 x 2Y2' xY4" (WELDED TO JOIST ENDS) TO RECEIVE DECK WHERE JOISTS CHANGE DIRECTION. PROVIDE DESIGN CAPACITY FOR A MAXIMUM CONCENTRATION OF Z O LO LESS THAN THREE COVERAGES. FOR FOOTING WIDTHS OR EMBEDMENTS LESS THAN THOSE SPECIFIED, THE ALLOWABLE BEARING PRESSURES ARE REDUCED PROPORTIONALLY. PERFORM ALL PROOF -ROLLING OPERATIONS 1N ACCORD WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER IN THE PRESENCE OF THE OWNER'S AUTHORIZED AGENCY. DESIGN LOADS TO BE AS FOLLOWS: AT ANY PANEL POINT ------------------------------------ 400# ^ Q RECTANGULAR BETWEEN TOP CHORD PANEL POINTS ------------ 150# OR ROUND 03100 FORMWORK: BETWEEN BOTTOM CHORD PANEL POINTS ----- 50# 0 o `D N / _ CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 347. SEE TYPICAL DETAILS FOR CAMBER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. OPENINGS (CONCENTRATED LOADS ARE NOT ADDITIVE 70 UNIFORM DESIGN LOADS) SEE STRUCTURAL DRAWINGS FOR SUSPENDED EQUIPMENT SUPPORTS. U v . O WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL ALL STRUCTURAL SUBMITTALS PROVIDED BY THE JOIST MANUFACTURER MUST BE SIGNED AND SEALED BY A SPECIALTY D �ZPLACF\017LUENOUGH ENGINEER. THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED THAT HIS INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A COPY OF ALL L CUT BARS ON CU SIDES �-EA. STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. SEEd SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. STRUCTURAL SUBMITTAL WILL BE RETAIN FOR RECORD KEEPING PURPOSES ONLY. NOTE: NET UPLIFT FOR DESIGN OF BAR JOISTS AND BRIDGING SHALL BE 25 PSF U.N.O. H COo- OPENING 03200 CONCRETE REINFORCEMENT: 05312 STEEL ROOF DECK: -- —� —--- — PLAN D OF SLEEVE SLEEVES 2" LARGER EQUAL THAN O.D. OF PIPES WORK SHALL BE 1N ACCORD WITH ACI 31$-02, ACI 3188-02, ACI 315-99, ACI 31&02, CRSI "MANUAL OF STANDARD PRACTICE" 2001, CRSI "PLACING REINFORCING BARS" 1997, WIRE REINFORCEMENT INSTITUTE "MANUAL OF STANDARD THIS SECTION COVERS NOMINALLY FLAT -TOP ROOF DECK TO SUPPORT RIGID BOARD TYPE ROOF INSULATION SYSTEMS. CONFORM TO STEEL DECK INSTITUTE (SDI) "SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK" AND AMERICAN a 4. D + F-6" PRACTICE -STRUCTURAL WELDED WIRE REINFORCEMENT", 2001. BARS SHALL CONFORM TO ASTM SPECIFICATION A615(SI), IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS." 'A GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. CONCRETE COVER REQUIRED AS FOLLOWS: DRAWING SHOW DECK STYLES IN STANDARD SDI NOTATION WHERE "NR" IS NARROW RIB, "IR" IS INTERMEDIATE RIB, "WR" lS C 3" PROVIDE SLEEVE AND CONCRETE AS SHOWN; WIDE RIB, "3 DR" IS 3" DEEP RIB, AND THE TWO DIGIT NUMBER IS THE NOMINAL GAUGE THICKNESS. ATTACHMENTS SHALL BE a 2-#4 AT OF SLAB MORE THAN T-0" COMPACT BACKFILL OVER PIPE A.) CAST AGAINST AND EXPOSED TO EARTH 3" WITH SELF -DRILLING SCREWS INTO JOIST CHORDS WITH THICKNESSES LESS THAN 16" THICK, WELDING MAY BE USED INTO - TO 90% AS APPROVED BY SOILS ENGINEER, OR B.) FORMED, EXPOSED TO EARTH OR WEATHER THICKER MEMBERS. 16 GAUGE WELDING WASHERS SHALL BE USED FOR 22 GAUGE DECK. WELDING SHALL CONFORM TO U USE STEPPED FOOTING BELOW PIPE. #6 AND LARGER 2" AMERICAN WELDING SOCIETY (AWS) D1.3-98, "STRUCTURAL WELDING CODE -SHEET STEEL". SIDE LAP FASTENERS SHALL BE #12 #5 AND SMALLER lY2' SELF -DRILLING SCREWS OR BUTTON PUNCHING, DEPENDING ON THE DECK STYLE. FASTENERS TO CONCRETE OR MASONRY SLAB ON GRADE A SECTIONSHALL C.) SLABS AND WALLS - NO EARTH OR WEATHER EXPOSURE #11 AND SMALLER Y4" BE Y4' DIAMETER TAPCON OR KW1K-CON. TYPICAL FASTENER SPACING SHALL BE AS FOLLOWS: TYPICAL E X C AV AT 1 O N 3 HOUR FIRE RATING AND LESS Y4" 1 %" DIAMETER PLUG WELD TO STEEL 18" 16" 5 D.) BEAMS - Y4" (3 HOUR FIRE RATING AND LESS) E.} COLUMNS x HOUR RATING OR 2" WHICHEVER 15 LESS. #12 SELF -DRILLING SCREWS TO STEEL 12" 8" Y4" 'A OPENING I N SLAB O N GRADEK006 PERPENDICULAR TO FOOTING TO CONCRETE 12" 8" � (TO MAIN VERTICAL REINFORCING) E SIDE LAP WITH #12 STITCH SCREWS 24" 30" E LAP W H 12 STITCH SM � � SCALE: Y4" = 1'-0" SCALE: N.T.S. SM „ LAP SPLICE LENGTHS SHALL BE AS FOLLOWS: SIDE LAPS BUTTON -PUNCHED 12" 15" 1. ALL LAP SPLICES SHALL BE TENSION CLASS "B" UNLESS OTHER LAP CONDITIONS ARE DECREASE FASTENER SPACING WHERE DRAWINGS NOTE SPECIAL DIAPHRAGM CONSIDERATIONS. PROVIDE CONTINUOUS ;A SPECIFICALLY SHOWN ON THE DRAWINGS. ANGLE 2%" x 2Y" xY4' (WELDED TO JOIST ENDS) TO RECEIVE DECK WHERE SUPPORT MEMBERS CHANGE DIRECTION. C 2. SPLICE LENGTHS SHALL BE SHOWN ON SHOP DRAWINGS. 3. USE GENERAL HOOK BAR DEVELOPMENT LENGTHS UNLESS SPECIAL CONFINEMENT 05410 PRE-ENGINEERED COLD -FORMED METAL FRAMING: (� a CONDITIONS ARE SATISFIED IN ACCORD WITH ACI 318. THESE ARE SYSTEMS OF PRE-ENGINEERED EXTERIOR WALL & ROOF MEMBERS, COMPONENTS, AND CONNECTIONS WHICH N 03300 CAST -IN-PLACE CONCRETE: SHALL BE DESIGNED BY A SPECIALTY ENGINEER. SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS SIGNED AND .0 10'-0" MIN. SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA, SEE SPECIFICATION "05410" FOR SUBMITTAL '4'' TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301-99. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE REQUIREMENTS FOR PRE-ENGINEERED EXTERIOR WALL FRAMING. DESIGN FABRICATION AND ERECTION SHALL CONFORM GROUND LINE STRENGTHS AS FOLLOWS: TO AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 1991 INCLUDING COMMENTARY "STRUCTURAL ALL STRUCTURAL ELEMENTS: Pc 4,000 PSI. UNLESS NOTED OTHERWISE. AND SUPPLEMENTARY INFORMATION. WELDING SHALL CONFORM TO AWS WELDING CODE -SHEET STEEL" = D1.3-98 AND PERFORMED ONLY BY WELDERS CERTIFIED UNDER D1.3. SELF -DRILLING SCREWS SHALL BE EQUIVALENT TO COLUMNS: F'c = 4,000 PSt BUILDEX TEKS AND HAVE ALLOWABLE SERVICE LOAD CAPACITIES WITH 4:1 FACTOR OF SAFETY FROM TEST DATA. THE ENTIRE BACKFILL 011PER SPECS BEAMS: Pc = 4,000 PSI FOUNDATIONS: Pc = 3,000 PSI SYSTEM INCLUDING ALL STRUCTURAL STUDS, CONNECTORS BETWEEN STUDS AND COMPONENTS, BRIDGING, TEMPORARY BRACING FOR ERECTION, ANCHORAGE, AND ATTACHMENTS TO THE STRUCTURAL FRAMING SYSTEM SHALL BE DESIGNED BY ^ _ SLAB ON GRADE: F c 3,000 PSI 2 FINISH GRADE A SPECIALTY ENGINEER. THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED DESIGN CRITERIA HAS BEEN USED. A COPY TRENCHFOOTING FOOTING MIN.01 1 EXCAV ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR OF ALL STRUCTURAL SUBMITTALS WILL BE RETAINED FOR RECORD KEEPING PURPOSES ONLY. COMPLETE STRUCTURAL B.O.F. ELEV. MIX IS TO BE PLACED WITHIN THE STRUCTURE. CALCULATIONS OF ALL FRAMING CONDITIONS, COMPLETE SHOP DRAWINGS OF ALL FRAMING CONDITIONS, CONNECTOR 'A CALCULATIONS, AND ERECTION PLANS SHALL BE SIGNED AND SEALED BY DELEGATED SPECIALTY ENGINEER AND SUBMITTED L EXISTING UTILITY, SEE TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND ERECTION. THE WALL SYSTEM SHOULD BE 1 CIVIL DRAWINGS FOR DESIGNED TO WITHSTAND WIND LOADS AS OUTLINED IN SECTION 00500 OF THE GENERAL STRUCTURAL NOTES, UNLESS N BOTTOM OF TRENCH 2 SIZE & LOCATION. NOTED OTHERWISE. IN THE ABSENCE OF SPECIFIC LOADS SHOWN IN THE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL C EXCAVATION SHALL NOT 1 DRAWINGS, USE APPLICABLE LOCAL CODE FOR LIVE LOAD AND ACTUAL WEIGHT OF BUILDING MATERIALS FOR DEAD LOAD. EXTEND BELOW THIS LINE IF BUILDING EXPANSION JOINT EXISTS PROVIDE FRAMING ACCORDINGLY, COORDINATING WITH STRUCTURAL AND C ARCHITECTURAL DRAWINGS. COLD -FORMED STEEL SUPPLIER IS TO COORDINATE ALL DETAILS WITH ARCHITECTURAL, W STRUCTURAL, AND MECHANICAL DRAWINGS, TYPICALLY. O COMPACTED FILL 90% DENSITY CONTRACTOR TO LOCATE ,5 1A BOTTOM OF FOOTING ELEVATION NOTE: THE CONTRACTOR SHALL BE TO AVOID SURCHARGING ON RESPONSIBLE FOR SHORING, SHEATHING OR EXISTING SUBGRADE UTILITIES. OTHERWISE MAINTAINING THE SIDES OF THE C EXCAVATION FROM CAVE-INS UNTIL ALL 4+ BACKFILL IS COMPLETED PER SPECIFICATIONS 4 - EXCAVATION FOOTING PARALLEL PARALLEL TO FOOTING V TO EXISTING UTILITY. SMSCALE: N.T.S. S1 _ 1 SCALE: Y4" = 1'4' 423 South Keller Road #20 Orlando, Florida 32$1Q Phone .................407-660-27E Fax....................407-875-327 Website .......-www.scottarchitects.col License Number ........ SL#AAC00115 @ Copyright 2006 The Scott Partnership Architecture, li All Rights Reserved Worldwide. CONSULTANT STRUCTURAL CONCEPTS & DESIGN, 405 DOUGLAS AVENUE, SUITE 130. ALTAMONTE SPRINGS, FL 3271, TEL 407/774-3021 FAX 407/682-2381 www. structu ra lconcepts-design.cor FLORIDA C.O.A. NO. 2719 PROJECT TITLE SEAL Robert C. Sc�Dgglns, P.E. FL Registratio No. 56158 INFO REVISIONS # DATE DESCRIPTION ---- T .__.._..-----._.--- --.- DRAWN BY: TLV1 CHECKED BY : RCE DATE_— .__----._�-2007 JUNE 2c, I UJ SHEET# z 0 ------- _.___._.._.-----_.-..._.------ ------------ .. m GENERAL STRUCTURAL NOTES ❑ SECTIONS & DETAILS W- - ---- - - -- --- Q u. S 'mss....-... ca R : 07-057.1( 0 0 CL 3 C C o c E r E a y - $ a� a� aH N U) a s ca c � $ `LN -0 Q c o CD CUW aa) c a) -0 E _m Cr N E w >Q E C Co � ` L Co C C 'If O N m "¢ CL E t - r .j (D C o �a c � m c�0 m t H .!C O :2 O N -C 3�= c Co 0C ro� C C E U � � t o ? � o; CD o cc 0 >, Moa o -a0i c 0 C. m y N -T 0 O c $ C �_ $ o c �a)a, U ym O v Q- t 3 0 ro '40) o � aCi u0::0 L � N G w O M c C 0 U D -C y O N U) C $ Q 0co. C O L N C M U) o c oma 'u, ca Cid E a W E� _5 EQ (M �. ora) A O C �Q$ M 0 0. 3 `3 L- o C 0 00. 3 Ea -3i 6C_ 8C u, o 0 om o o mz r m� c0OL � � o $ � c m s E ~ y N ) o� o -C0ami om o ,0 C '- C O � C 5 L $c cu,$ 0 � 0 ry�s 0ui c o :5 E aU'i a, M Y 0 c '-cE:o C G fCC U Of N a, 0 0 0 0 c rn $ $°� -@ CD >Cr- ~ N O O N 7 Ui G. Z,, 0 2 C w C C Q- a, 0 0 0 � E U o C -0 z o$ov C � to E y O rn 0 -p CA N 00 C AG ao `8EE° t y .6 0 � »-' U Oj 0 W v O «. 2 O =-0 G U 2 N rJ} Lu C M -C C h a,Ll- O�` W 3 Cn L o C201 0 0 � C�[3 O U 6 o t$Cs57 7 @ 0 D c ¢` m"° s E a v� Y C caC o 33.4 00 m M -can c i $ `,g Cllul N L - C Q 0 V� CO - 2 CL tr, L L CU C 0 040- i> O — t tQ) C O C L® O lt; C N E CEO � J- 3:O$Q 4j WIDTH WIDTH WIDTH CL 1 4j � 4 SPLICE SPLICE SPLICE STEPPED FOOTING FOR UTILITIES WHEN FOOTING &WALL V1 REQUIRED OR AS REQUIRED ON PLAN. F- I SLOPE SLAB PER ARCH. 0 - - -- - '� z % LVERT. REINF. IN SOLID GROUTED CELLS PER t-" 12" CMU w/ HORIZ. u„ O PLAN &SCHEDULE Y2' EXPANSION JOINT WHER MATCH SCHED'D TRANSVERSE LADDER REINF. @ EXTERIOR SLABS ABUTS BLDG. CMU WALL BEYOND OJ Lu 16 O.C., TYP. a 0 i BAR SIZE &SPACING SEE SITE/CIVIL DWGS. 'N • FOR CONTINUATION 1 1- CONC. SLAB & Z CONTINUE BOT. CONC. SLAB & OF SIDEWALK. 2 REINF. PER PLAN 1 • REINF. PER PLAN • REINF, OF SCHED. FIN- GRADE PER FOUNDATION SIZE SITE/CIVIL PLAN T.O. SLAB T.O. SLAB &SPACING +-- + ` +— „+ +— +— SEE PLAN +—+ +— — +— + +— + SEE PLAN v Z ' C U REINFORCING - ' vLU Z VAPOR BARRIER C SEE SCHEDULE _ ZD 2-#5 CONT. X OPENING F- LUVAPOR BARRIER. O DOWELS TO MATCH & ALIGN w/ WIDTH, TYP. • O O� % VERT. REINF. PROVIDE STD. HOOK VC)_ B #4 DOWEL @ 16" O.C. 0 W Q @ BOTTOM &LAP 48 BAR O's, NP. w/ ACI STD. HOOK. TOP U WIDTH FOOTING WIDTH FOOTING _ _ "' 2'-0" LAP LU u & BOTTOM, TYP. EXTEND BOT. BARS p oc w SPLICE a V p w ce— TO 3" OF END a V 3CL 3CL 3C ~ SEE SCHEDULE FOR REINF. SEE SCHEDULE FOR REINF. +j EQ. EQ. SIZE & SPACING, TYP. EQ. EQ. SIZE & SPACING, TYP. 'I'' tL DOTING INTERSECTION TYPICAL STEPPED WIDTH WIDTH 0 PER SHED. PER SCHED. ,� 1 REINFORCING FOOTING REINFORCING DETAIL 3 TYPIC AL FOOTING w/ CMU(**�4 TYPICAL FOOTING @ .DOOR � f� — 2 SCALE: Y4" = 1'-0" S —2 SCALE: = F-0" S —2 SCALE: Y4" = 1'-0" SCALE: Y4" 51-2 ro U 0 FOOTING & COLUMNCK TE C STEEL COLUMN PER PLAN & FOOTING & COLUMN 4-1 FOOTING & COLUMN SCHEDULE, TYP. STEEL COLUMN PER PLAN & SCHEDULE, TYP. EXP. JOINT MATERIAL IN 8" EXP. JOINT MATERIAL DIAMOND SHAPE AROUND STEEL COLUMN PER PRE-ENGINEERED LIGHT V Ni 11 AROUND COLUMN, TYP, CCOPLUMN PER DETAIL "3/53.01", PLAN & SCHEDULE, TYP. GAUGE METAL STUD AND EXP. JOINT MATERIAL IN PROVIDE 3" MIN. CONC. COVER CONC. SLAB PER CONNECTIONS BY OTHERS „ DIAMOND SHAPE AROUND PLAN, TYP. Yz EXP. JOINT MATERIAL COLUMN PER DETAIL "3/53.01", OR TWO COATS BITUMINOUS W.W.F. PER I 3 MIN. CONC. COVER OR L' AROUND COLUMN, TYP. TYP OR ZINC -RICH PAINT, TYP. Y2" EXP. JOINT MATERIAL PLAN, TYP. AROUND COLUMN, TYP. CONIC. SLAB TWO COATS BITUMINUOUS CONC, SLAB PER T.O. SLAB OR ZINC -RICH PAINT, TYP. PER PLAN, TYP. D? N11 PLAN, TYP. W.W.F. PER PLAN, TYP. +—� + -� SEE PLAN ISI Iti._ FIN. GRADE PER " - T.O. SLAB SITE/CIVIL DWGS., TYP. FIN. GRADE PER + SEE PLAN POR BARRIER, P. SI / IVIL DWGStA 5 1 + �, + 7E C PER PLAN, S B o - N, , W.W.F. PER •I� 5' P 2 Z PLAN TYP. - - OR BARRIER TY I rp - . FIN. GRADE PER W.W.F. PER %SITE/CIVIL DWGS., TYP. PLAN, TYP. P. U 00 T.O. FOOTING SEE PLAN , It -71 V O �: p nG __ C. 'V LU 3 4L. 3 CL SEE SCHEDULE FOR 'c M N1 SEE SCHEDULE FOR 3 CL SEE SCHEDULE FOR VAPOR BARRIER EQ. EQ, SPACNG, YP. 3 CL EQ. EQ- 3 CL REINF. SIZE & EQ. Q EQ 3 CL REINF. SIZE & m 1 SPACING, TYP. SPACING, TYP. WIDTH SEE SCHEDULE FOR REINF. G WIDTH WIDTH WIDTH SIZE & SPACING, TYP. ,c TYPICAL INTERIOR TYPICAL EXTERIOR ,. EXTERIOR FOOTING @ 5 FOOTING @ .STEEL COLUMN 6 FOOTING. @STEEL COLUMN � 7 STEEL ENTRY COLUMN 8 TYPICAL THICKENED SLAB EDGE S1 -2 SCALE: %4" = 1'-0" S � 2 SCALE: %a" = 1'-0" S 1 "'� SCALE: %4" = 1'-0" � 1-2 U a A C EQ. EQ. C C 41 LU COLUMN SIZE PLATE TYPE � I I PLATE THICKNESS ANCHOR BOLT DIMS. A B C � I E w U- DEPTH o 3 ii o uLU 1'-0" 6 #5 EACH WAY �m - '-- DIA. F-6.0 6-0" X 6'-0" 1'-0" 8 #6 EACH WAY HSS 4"x4" 3" TYP. 12" D 11/2" ---- ---- DETAIL "A" 3/4" BASE PLATE / ANCHOR BOLT SCHEDULE COLUMN SIZE PLATE TYPE BASE PLATE DIMS. WELD SIZE PLATE THICKNESS ANCHOR BOLT DIMS. A B C D E DIA. DEPTH NUM. SPREAD FOOTING F-5.0 5-0" X 5-0" 1'-0" 6 #5 EACH WAY ----- - '-- SPREAD FOOTING F-6.0 6-0" X 6'-0" 1'-0" 8 #6 EACH WAY HSS 4"x4" "A" 12" 12" 11/2" ---- ---- 3/16" 3/4" 3/4" 9" 4 HSS 6"x6" "A" 12" 12" 1 1/2" ---- ---- 3/16" 3/4" 3/4" 9" 4 HSS 8"x8" "A" 14" 14" 11/211 ---- ---- 3/16" 3/4" 3/4" 9" 4 #4 @ 18" O.C. STRIP FOOTING WF -3 4'-0" CONT. 1'-0" 5 #5 CONT. ----- #4 @ 16" O.C. STRIP FOOTING WF -4 5-0" CONT. P-0" 6 #5 CONT. -- - #5 @ 16" O.C. STRIP FOOTING V1 v SEE SCHEDULE FOR ANCHOR © 0 BOLTS, TYP. LU M �a U AV - 0 0 IN Oo Oo PER HSS COLUMN SCHED. TYPE "A" CONCRETE FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING REMARKS BOTTOM TOP TRANSVERSE F-4.0 4'-0" X 4'-0" 1'-0" 5 #5 EACH WAY -' -' --`-` SPREAD FOOTING F-5.0 5-0" X 5-0" 1'-0" 6 #5 EACH WAY ----- - '-- SPREAD FOOTING F-6.0 6-0" X 6'-0" 1'-0" 8 #6 EACH WAY ----- "" SPREAD FOOTING F-7.0 T-0" X T-0" 1'-2" 8 #6 EACH WAY '- - ----- SPREAD FOOTING F-8.0 8'-0" X 8'-0" I'-2" 10 #6 EACH WAY ----- '--" SPREAD FOOTING W WF -1 1'-0" CONT. 1' 4" 2 #5 CONT. 2 #5 CONT. #4 @ 18" O.C. THICKENED SLAB WF -2 T-0" CONT. 1'-0" 4 #5 CONT. ----- #4 @ 18" O.C. STRIP FOOTING WF -3 4'-0" CONT. 1'-0" 5 #5 CONT. ----- #4 @ 16" O.C. STRIP FOOTING WF -4 5-0" CONT. P-0" 6 #5 CONT. -- - #5 @ 16" O.C. STRIP FOOTING Ca G 0 4-0 U 0 a V1 L d w C 0 NOTES: 1.) FOOTINGS ARE TO BE CENTERED ON COLUMNS/WALLS, TYP. (U.N.O.) U NOTE: ALL BASE PLATES SHALL BESET IN NON -SHRINK GROUT BED (18") w/Y" STEEL LEVELER PLATE OR LEVELER NUTS ON EACH BOLT, TYP. 4. U 10 CONCRETE FOOTING SCHEDULE 9 BASE PLATE � ANCHOR BOLT SCHEDULE a S -2 SCALE: SCALE: N.T.S. 1 %4" = 1'-0" S � -2 w STEEL COLUMN SCHEDULE MARK SIZE REMARKS 04 C-1 HSS 6"x6"x 8" SEE "9/Si-2" FOR BASE PLATE & ANCHOR BOLTS C-2 HSS 7"x7"x8" SEE "9/SI-2" FOR BASE PLATE & ANCHOR BOLTS C-3 HSS 8"x8" xYa" SEE "9/S1-2" FOR BASE PLATE & ANCHOR BOLTS C-4 HSS 8"x8NYs" SEE "9/SI-2" FOR BASE PLATE & ANCHOR BOLTS 0 I 1 Q 423 South Keller Road #20 Orlando, Florida 32810 Phone .................407-660-27E Fax....................407-875-327 Website ........www.scottarchitects.col License Number ........ SL#AAC00115 0 Copyright 2006 The Scott Partnership Architecture, I All Rights Reserved Worldwide. CONSULTANT STRUCTURAL CONCEPTS 'c D'S I G rye% 405 DOUGLAS AVENUE, SUITE 130, ALTAMONTE SPRINGS, FL 3271, TEL 407/774-3021 FAX 407/682-238i www.structuralconcepts-design.con FLORIDA C.O.A. NO. 2719 PROJECT TITLE SEAL Robert C.Scr gins, P.E. FL Registration 0. 56158 INFO REVISIONS _ # I DATE I DESCRIPTION DRAWN BY: TLVV CHECKED BY: RCS DATE: 2007 JUNE 2E Q LU SHEET # - z 4 Q 0 m 0 11 STEEL COLUMN SCHEDULE v X S1SCALE: N.T.S. N \ . STRUCTURAL SECTIONS & DETAILS A. 4,0 0 Coll CL JOB NUMBER r 6 � 07-057.1( 04 W 0 H nL ui E- W Q C W C V1 v 423 South Keller Road #20 Orlando, Florida 32810 Phone .................407-660-27E Fax....................407-875-327 Website ........www.scottarchitects.col License Number ........ SL#AAC00115 0 Copyright 2006 The Scott Partnership Architecture, I All Rights Reserved Worldwide. CONSULTANT STRUCTURAL CONCEPTS 'c D'S I G rye% 405 DOUGLAS AVENUE, SUITE 130, ALTAMONTE SPRINGS, FL 3271, TEL 407/774-3021 FAX 407/682-238i www.structuralconcepts-design.con FLORIDA C.O.A. NO. 2719 PROJECT TITLE SEAL Robert C.Scr gins, P.E. FL Registration 0. 56158 INFO REVISIONS _ # I DATE I DESCRIPTION DRAWN BY: TLVV CHECKED BY: RCS DATE: 2007 JUNE 2E Q LU SHEET # - z 4 Q 0 m 0 11 STEEL COLUMN SCHEDULE v X S1SCALE: N.T.S. N \ . STRUCTURAL SECTIONS & DETAILS A. 4,0 0 Coll CL JOB NUMBER r 6 � 07-057.1( 0 o U) t c � � 0 o r_ oE` o- 8 8 $8 W a) C a) O - o E a 0 0 0 tm U y wca) -°airn E ns v C c :3 M o C0 KIDO m¢ > o E O L a3 Cc C C Y ° 6- ,00 A - U U Q a a)F- 0 mU M = ° Lia o as -. U) c a) Lt7 V � Y O O O a) as a)w a) o (D0 1] C1 as -- c E .r ma)o O 0) L tM a) o Q- 5 0 -° o c CD � as � U A O N C a) U U) 0 oa`)� -a c au') c °D $_402-6 m v N L N O a7 0 3 ° o c IWD fJ o� r- c=n o O � O O , 0 O -0 s 0 a c M c i2 r, co Mo 0�d E $ m M SFEEE E E 0 CMr_ ca -p C `gyp O $ ? O co C: - @ O ` o a3 os 5 7 W 3 ao o c ° N � a m 91 Oma) 0 c cm ° $ c t�A O 00 E`er a) a5i y= O L 7 5 0 0 a2 tij E Das � O y s E 0 ~ y O � y � O' O N °, >, .c s .� O U) N c O c O $ N L r ID Q u U 4 a or3c r a) M r E o u -o E a -a)'-a 0r `rEcr c 0 ° u m o 8 `' E co$-�u 41 O R U 4 ~ Nwo O V IN D C Ca 20 0 'g -00 y O � '0C C Q - ca 0.2 us�r' ogozC _ '.3 0 . 42 E a, >, c 0:5 O c w .cow a a)5 0 Z >_ -0 c 03 E W C a) L i H C O v 3 ui r aci > CL .c DO -00 a°i � 0 Q =F; E � rnYcro 3 3 ° m c c w=,w m � -C a 0CCL O ani u� O C N2 -o7 R1 Ca fC C `1 STs CM ELS -2 a� u O 8 Q , IV HANDRAIL &CONNECTION HANDRAIL & CONNECTION 'I'' VERT. REINF. IN SOLIDf PER ARCH. DWGS., TYP. / PER ARCH. DWGS., TYP. GROUTED CELLS PER ! 1 PLAN & SCHEDULE _Ej M CONC. SLAB & REINF. PER PLAN !. T.O. SLAB CONT. KNOCK OUT COARSE FIN. GRADER PER CONT. KNOCK OUT COARSE FIN. GRADER PER O „ AT TOP OF WALL w/ 2 #5 2" SITE DINGS., TYP. AT TOP OF WALL w/ 2 #5 SITE DINGS., TYP. + + _ �:_ + — + — + EL. +100 -0 2 ' CONT., TYP. CONT., TYP. VAPOR BARRIER _____... rCr i-0 X 12" CMU w/ HORIZ. F. 12" CMU w/ HORIZ. LADDER LADDER REIN @ REINF. @ 16" O.C.; TYP. ~ 16" O.C., TYP. 0 12" CMU w/ HORIZ. -1 Yz" CONT. ISOLATION x LADQER REINF. @ LW w JOINT, TYP. d Y2' CONT. ISOLATION #5 VERT. @ 32" O.C. w/ HOOK @ 16" O.C., TYP. > JOINT, TYP. DOWELS TO MATCH &ALIGN w/ Q BOTTOM AS SHOWN, TYP. VERT. REINF. PROVIDE STD. HOOK > CONCRETE SLAB PER—\ CONCRETE SLAB PER @BOTTOM &LAP 48 BAR SD's, TYP. CIVIL DINGS., TYP. w #6 VERT. @ 24" O.C. w/ HOOK @ 0 CIVIL DWGS., TYP. Q BOTTOM AS SHOWN, TYP. U > Y2" CONT. ISOLATION U *EL. .O. SLAB z #4 @ 9" O.C. JOINT, TYP. [� +96'-0" TRANSVERSE TOP, TYP. cij Z 0 10 CONCRETE SLAB PER a CIVIL DINGS., TYP. V N #4@ 9" O.C. • — TRANSVERSE TOP, TYP. x 5 #4 CONT. (4 TOP, a,► Q m 3' CL . 2 BOTTOM), TYP. r. -- __— 3 CL SEE SCHEDULE FOR REINF. 3'-2" N U —70e6 #4 CONT. (4 TOP, EQ. EQ. SIZE & SPACING, TYP. 0 WIDTH "' 31 2 BOTTOM), TYP. Ill C ++ 4'-3„ 01 ^>1^ iJ 1 EXT. CMU FOOTING @ LOADING DOCK 2 RETAINING WALL LOADING DOCK 3 RETAINING WALL LOADING DOCK @ � G O K SSCALE: %4° = 1'-0" a „ _ " 3 S - 3 SCALE: /4 1-0 - S 2 SCALE: %4' = 1'-0" E ✓ J J L Q� H ;^A' U 3"x3"xY4' CONT. HORIZ. & CONCRETE SLAB &REINF. VERT. AROUND DOCK bO 3"x3"xY" CONT. w/Y2110 x 4Y2" PER PLAN, TYP. LEVELER PIT, TYP. a CL LONG H.S. @ 12" O.C., TYP. WALL FTG. WALL TS '-" T.O. SLAB .. BUMPER PER ARCH.- ----..... - _.. EL. +100'-0" DWGS., TYP.12" CMU w/ HORIZ. LADDER[L -- PROVIDE #5 CONT. w/ #4 = REINF. 16" O.C., TYP. -I - VERT. REINF. 1N SOLID GROUTED HAIRPINS @ 16" O.C., TYP. 6" "� @ �� I' CELLS PER PLAN & SCHEDULE #4 HORIZ. CONT. CMU WALL &REINF. PER v , 1 n n n n n ! LL —I' JJ 3 x3 G CONT. O. QJ x 4� , PROVIDE ., DOWELS 30 x30 @ 16" p,C„ TYP. ADJACENT TENANT, TYP.L ty I DOWELS TO MATCH & ALIGN w/ E LONG H.S. @ i2" O.C., TYP. @ 16" O.C., TYP. � - I VERT. REINF. PROVIDE STD. HOOK � #4 VERT w/ STD. HOOK I; @ BOTTOM & LAP 48 BAR O's, TYP. � LL__=JI TOP &BOTTOM @ 16" Y2" CONT. ISOLATION JOINT, 'TYP. E - � � I' I { i Y" CONT. ISOLATION JOINT, TYP. O.C., TYP. CONCRETE SLAB & `l" - — CONC. SLAB &REINF. LL —I — -� REINF. PER PLAN, TYP. 6" THICK CONCRETE SLAB .. Y2 CONT. ISOLATION _. w/ #5 BARS @ 12" O.C.E.W. 1'-0" 2 #5 CONT. w/ CORNER PER ADJACENT TENANT II I CONC. SLAB & JOINT, TYP. BARS AS REQ'D., TYP. I REINF. PER PLAN f� STEEL GRATE ;= @MID -DEPTH, TYP. - - - - -1 LL II- T.O. SLAB U (BY OTHERS) SLOPE - II- +— + +— +— +— SEE PLAN ,~ .. PER ARCH Z I --- — I I d � CONT. KNOCK OUT COARSE w/ 2 #5 CONT. POUR MONOLITHIC w/ SLAB VAPOR T - !'I— VAPOR BARRIER POUR, TYP. 5 BARRIER l (I D LU {j SEE SCHEDULE FOR REINF. 12" CMU w/ HORIZ. LADDER #6 @ 8" O.C. VERT. IN SOLID v I SIZE & SPACING, TYP. GROUTED CELLS w/ STD. HOOK TOP • REINF. @ 16" O.C., TYP. 0 • w & BOTTOM, TYP. U!:t_ 3 PROVIDE #3 @ 6" O.C. 3 CL 3' CL. 0 EACH WAY, TYP. — v EQ EQ. { 3 CL . `� WIDTH PER SCHED. 6" WIDE TRENCH DRAIN. SEE SCHEDULE FOR REINF.0 VERIFY DIMENSIONS W. SIZE &SPACING, TYP. ECS. Ed U ARCH. & CIVIL DWGS-, TYP. WIDTH u �1 ,0 L a 4 EXT. CMU FOOTING LOADING DOCK w/ LEVELER 5 CMU FOOTINGPARTY WALL @ r 3 SCALE: 3/4" = 1'-0n S141 3 SCALE: Y4" = 1%0" L 0 C 4-1 a JA b f� in a v .0 e v W 3 0 L t � F v i W C Q L j e 4j C 4- 0 C C 4j to ^' s r1. i ,N < c 0t 423 South Keller Road #20 Orlando, Florida 32810 Phone .................407-660-27E Fax....................407-875-327 Website ...... - .www.scottarchitects.col License Number . - ...... SL#AAC00115 @ Copyright 2006 The Scott Partnership Architecture, li All Rights Reserved Worldwide. CONSULTANT STRUCTURAL CONCEPTS DESIGN 405 DOUGLAS AVENUE, SUITE 130, ALTAMONTE SPRINGS, FL 3271 TEL 407/774-3021 FAX 407/682-2381 www.structuralconcepts-design.cor FLORIDA C.O.A. NO. 2719 PROJECT TITLE SEAL �e Robert C. Scr gins, P.E. FL Registration o. 56158 INFO REVISIONS # DATE DESCRIPTION DRAWN BY: TLW CHECKED BY : RCS DATE: _ 2007 JUNE 25 J SHEET # - STRUCTURAL SECTIONS & DETAILS 7 JD U L JOB NUMBER: 07-057.10 D O Q C O C a7 D qEa. � 'Sv cc O U_>1a) C� B E a� o 0)0'0 O c 0 a) — E ro o t a� cc n -- U w m¢ m aa) a E � ` L C N c � � O (aCD N z:S ccU)Q F- cc CID �a w�5 c � m im 2 F -- `cc -0 O d r- 3r= �cc0 a� w ca 0 o2 y a ca '2 c E 0a)0 o a a D w CD_ c as � U � o `o E y.�O V O C 0 c r $o� y 0 U Q N A s° c o :3 y O a) . c o ;u OC U r 8-0< -D C p. G L CU c 0 C O C 0 C ID E w d a) E C3 i— O ED -0 4) .4 CID C M O U > o c >, ` CD C Co O o a$ rni 'vim w�cc s t c ca eon N — 20) CC D 06 iU w a E v 0 c � ccCc O S C O E t5 ca .� sa)3 06 .n as 20 ID E ca 0'a o CL �_� O w a) C C � C N S C �rL O C O D O C D �o�Eat �sE=o ciQ 0 o c m Q c7 N a� �� aU a N L S (a O D a� O C 7 9 a L d1 U N t-- ca 0II� N 0 C a u; o c .o c c a 0 0-2 2 a) VC� = p S O -0 = w t A cC EO t;A a � Cd O a p yOc c S o = 02 O U O .� z O = N L S G U CID LU C CU -C C N a)O Ln 'a Ca o 3 ui � r` o a�O t§aaCi N ca CID O o. Y C � C 0— C N 0 C m L � � O�� . O C C. i ns a1 C N L '0 0 w 2-0-- O C a) 2 C i a M E v Ems, u tmL U O C c CD a1 -2a U �- O S ® KEY NOTES FOUNDATION PLAN 1.) TOP OF SLAB DATUM ELEVATION = +100'-0", TYP. UNLESS NOTED OR DETAILED OTHERWISE. 2.) TOP OF FOOTING ELEVATION = +98'-8", TYP. UNLESS NOTED OR DETAILED OTHERWISE, 1 3.) SEE ARCH. DWGS. FOR S SLAB, TYP. 4.) ELEVATIONS SHOWN 1N ELEMENTS UNLESS NOTE 5.) SLAB -ON -GRADE SHALL E 6x6-W2.9xW2.9 W.W.F. , (FIBER -REINFORCED COP SLAB -ON -GRADE AT COQ 6.) SLAB -ON -GRADE SHALL E O.C. AT MID -DEPTH OF! 7,) COORDINATE ALL CHASI RELATION TO STRUCTUF CONDUIT UNDER FOUN 8.) PRE-ENGINEERED LIGHT PROVIDE COMPLETE SHC SEALED BY A PROFESSIOt FLORIDA PER SECTION "0 & GENERAL STRUCTURAL SUBMITTALS, TYP. TYPICA n n A. REFER TO SHEET "S1-1" FO B COORDINATE w/ CIVIL D SIDEWALK, TYP. C. "F-#" INDICATES REINFOR TO "10/S1-2" FOR FOOTIN D. "C-#" INDICATES STRUCTL COLUMN SCHEDULE, TYP E. "P-#" INDICATES SOLID GA FOR COLUMN SCHEDULE F. SEE "52-11' FOR MASONRY CMU WALLS ARE TO BE T. TYPE"MW-2" @ WIND ZC 1 S2-1 FOUNDATION PLAN SCALE: Ys" = 1'-0" 00 v N 1.5 4 in ■=IM 00 tn zn 0 M .. �--_-_-( 3.4 — f- -. (3.7 4 5 MASONRY WALL REINFORCING SCHEDULE LEVEL WALL TYPE "MW -1" (ZONE 4) WALL TYPE "MW -2" (ZONE 5) WALL TYPE'"MW=3" (TRUCK DOCK) fm VERTICAL REINF. fm VERTICAL REINF. fm VERTICAL REINF. ROOF 1st FLOOR FOOTING 1500 PSI #6 @ 32" O.C. 1500 PSI #6 @ 24" O.C. 1500 PSI #6 @ 24" O.C. 1500 PSI #6 @ 32" O.C. 1500 PSI #6 @ 24" O.C. 1500 PSI #6 @ 24" O.C. cit IG QM NOTE: ALL MASONRY WALLS ARE TO BE 12" CMU AND TO BE SET IN RUNNING BOND, TYP. (U.N.O.) W 0 LL N 44 4j rU L. L 0 U 4r ,r S~ a 4r 0 r v G ^40 W a M H 0 U E E �C _^v .L U a 4j 44j ,r a 0 U 41 U 0 0 a ,r T 0 1A C 0 4j U 4• �nr1 W a 4+ „„r^^ �V 3 rr0 ,L i Lu O h��rVVn WL ,r 0 d. Z 41 �: O 4• am O 4.+ W 1A 8 0 of .0 V. 41 L0 w i a. I CONSULTANT STRUCTURAL CONCEPTS DEIGN 405 DOUGLAS AVENUE, SUITE 130, ALTAMONTE SPRINGS, FL 32711 TEL 407/774-3021 FAX 407/682-2381 www.structuralconcepts-design.con FLORIDA C.O.A. NO. 2719 PROJECT TITLE HCD � CDo F_(DUL O O L � z Mo LL Qz � U) w SEAL •v Robert C. Scrogg s, P.E. FL Registration No. 56158 INFO REVISIONS # I DATE I DESCRIPTION DRAWN BY: TL\A CHECKED BY: RCS DATE: i 2007 JUNE 2 JOB NUMBER J Q. S C 0 T i V :R I'm wow*= z W R cit IG QM o. 423 South Keller Road #20 Orlando, Florida 32810 Phone ................. 407-660-27E Fax....................407-875-327 Website ........www.scottarchitects.col License Number ........ SL#AAC00115 © Copyright 2006 The Scott Partnership Architecture, li All Rights Reserved Worldwide. CONSULTANT STRUCTURAL CONCEPTS DEIGN 405 DOUGLAS AVENUE, SUITE 130, ALTAMONTE SPRINGS, FL 32711 TEL 407/774-3021 FAX 407/682-2381 www.structuralconcepts-design.con FLORIDA C.O.A. NO. 2719 PROJECT TITLE HCD � CDo F_(DUL O O L � z Mo LL Qz � U) w SEAL •v Robert C. Scrogg s, P.E. FL Registration No. 56158 INFO REVISIONS # I DATE I DESCRIPTION DRAWN BY: TL\A CHECKED BY: RCS DATE: i 2007 JUNE 2 JOB NUMBER J 4 O CLO ! O c U O d (D 8 i y a) a) a3 a) C � w -0 (D N � E -0 0. Iu 0) Z c ayi � � m O U C as o v, � QE -O L a3 C W C i. U O � O ca N� a) U G to N O U i1 .O_ O U c _N 0 Y ca O N 3y= cc a) a) cc 0 -5. cu �as-2 c E c(S a) CD 0�a �I'2 O 0a) C: E y U 0 O 0 P = CO $oo cava) Q N -0 N = NW CD OC � � 7 Imz O c a) CID 0 0 . !D a .N 005 c w O 0 O O 0 O Q U p -0 C. O C � Y C =tea E o p W U s � N Y as E 5 0 CID O8 >, of a a� c w c Y Or— ca W Ar E Y L >, 0 ca ,p a a w E ZD - D Y c � � (D c cYn OF .o O E a) CD t5 �caL 3 Q 2 ca s Y Cc 0 ay d 0 O � m 8_ ; co � N w E m � � N a) D T .- ) Y O w a) 0 N O CcCc0 '=pp C U U > C rn 8 U 0 V t _, �) 0�0 N E a) E 0 M E� � a) 0 E o �cMr- 8 CLO C to Y a ° 8 Y ` ro0.0 o�`~ as a as co ~ N ca D 0 o 0 0 a N O` G w c � 21 © 0-2 2 E o $ a v X � � � c � � ,�• ca 0 n� aa)) 0 m E m no �OEo o 0 10 o � Z 0 —" � ca N -C C m U r, (D 0 �0?yo 0 M00Cr v t O0 -0� r.-oLE a � 45 ca O w c t L O a) ocaL L w c y 0 0 O a3 U 0 c E Ea Im L r O V L a U LL 0 0 Q ... . ....... .. ...... .. .. . . . . .......... .... ..... .... ...... . ...... I . 0 PARTIAL LOW ROOF FRAMING PLAN 1 @ T.O. STEEL ELEVATION = +108'-611 S2 -2j SCALE: Ys" = 1'-0" PARTIAL LOW ROOF FRAMING PLAN 2 @ B.O. STEEL ELEVATION = +114'-011 S2r2 SCALE: Ya" = 1'-0" tl' ^-C OP 12'-0" 6'-01, W12x19 .... ...... ... .- ... ... .. -.- ...(D W12x1 it l W12xj� I 3 W12A i 55 2 - - J X10x12 _IT.O.S. = 118'-6") I 6 I ----� -- -- — - --- - R166-7�'- - 1 I � A4 I I -- A2 i A4 A2 I + A4 AOZ T ... . ....... .. ...... .. .. . . . . .......... .... ..... .... ...... . ...... I . 0 PARTIAL LOW ROOF FRAMING PLAN 1 @ T.O. STEEL ELEVATION = +108'-611 S2 -2j SCALE: Ys" = 1'-0" PARTIAL LOW ROOF FRAMING PLAN 2 @ B.O. STEEL ELEVATION = +114'-011 S2r2 SCALE: Ya" = 1'-0" tl' ^-C OP 12'-0" 6'-01, W12x19 .... ...... ... .- ... ... .. -.- ...(D W12x1 it l W12xj� I 3 W12A i 55 2 - - J X10x12 _IT.O.S. = 118'-6") I 6 I ----� -- -- — - --- - R166-7�'- - 1 I � :I + w O 2 U55,1 , m cr, 2 N 55 3 co �I I �!I 2 i KIM= 1W12xi W l vx12 (T.O S. = 118'-64) W12x 3 W12x1O; . _ 55-2 .__.._ ...-._... 3.4 HSS 10"x4"xY4" CONT. TALONG RADIUS, TYP. KWi2x19 VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. PARTIAL LOW ROOF FRAMING PLAN 3 @ T.O. STEEL ELEVATION = +1191-611 S2-2 SCALE: Ys" = 1'-0" 4-0 4j _a LL 423 South Keller Road #20 [ Orlando, Florida 32810 4j L Phone .................407-660-276 4+ Fax .................... 407-875-327 r Website ........www.scottarchitects.coi License Number ........ SL#AAC00115 * copyright 2006 The Scott Partnership Architecture, II CU All Rights Reserved Worldwide - Y CONSULTANT L U STRUCTURAL CONCEPTS rU & DESIGN' i. 'r 405 DOUGLAS AVENUE, SUITE 130 ALTAMONTE SPRINGS, FL 3271, 4+ TEL 407/774-3021 6C FAX 407/682-2381 0 z 'I'' www.structuralconcepts-design.con FLORIDA C.O.A. NO. 2719 U PROJECT TITLE a v r b v i. H M ^A W a U Q a U 4J U N 60 1r w 1 L 0 C �0 SEAL tU �^r11 W a i C Robert C. Scr ,ggins, P. E. Q FL Registration°o. 56158 w INFO REVISIONS N # DATE DESCRIPTION bit ---- Lli W 3 _ _ — � v DRAWN BY: TLVV CHECKED BY: RCS DATE: 2007 JUNE Z a — -- LU SHEET # Z p a>- _ LOW ROOF FRAMING PLANS m 1Aa .0 a a JOB NUMBER: 07-057.1G O L O Q O C � � O N o c of �8 s -U) o W a a� E c o I U 0 fn C N W— �aSrn E -= w OL t5 C m o r rn �¢ E y aE L Co C c w cry U O � O 0 L C(S�Q � a ca O U a. C O � O U m`H Y rov o a) 3s= Co Q a) N 0ar,'a Ca c cc C E rn .o as co o` o � CD c C0 LdM' U � O N 0 E N U O O � :6 c 0 c Q 8` 0 6 ro 00 0 '5 as N s° a) c c o ,6 4) r - a) , > t ai o .. — t C tlJ +' O p � C W O � C5 O ; � 8-0a -0N a ccoc� 0°as c o A 4 Z5 c .0 CL E o :6 -CU ca c� oEo- �Q c cc o L 0 y m -E c O U > O C C L m .0 L o a3 c 6 '0C �s c 3 2 o c cc$ a Col Ea) -0�� o�� c C 0 .0 n o 0 � w � �s t5U O 0 ca - Q Y a�o 8� W N E ca ca N Q ;g .0 a> 0, Y� W C� � Iu O or - >0 >0 8 '�5 C m 0 0 � L Ocaa L O ELocas R E m m (D L =C .°PE�o o'°a�i co N ca v o. a� °' 8 O O O 8 O c N 0 8 CU � IM rn 0 y ca o w o :3 t` `oCca c� .r .... Tw2� roOLE 0c � 80-0 _ ac): @ ErnOL 15, :was o ami 016 E �� c aI L 14 q j 40- 0 O O V O A ZO L �yy t0 (V U Vi c rV G ca i C O I� a� a) C -C o 0 N — 0 a) c < , O t E sa �-� c � 3 ;t N m '-t c v s a v N ocaCA w'.0- 0 — ai in R a c ED -o — m cc c `1 E .oE!N u O) -C U O != C as C '0 a - o U Q 0 KEY NOTES ROOF FRAMING PLAN 1.) METAL ROOF DECK: 1.5822 METAL DECK (3 SPAN MINIMUM) BY VULCRAFT OR APPROVED EQUAL. 2.) ROOF DECK FASTENER PATTERN REQUIREMENTS: HILTI "X-EDNK22" (OR "X-EDN19") OR 5/" DIAMETER PUDDLE WELDS IN 36/4 PATTERN w/ 2 - #10 TEK SCREW SIDE LAP FASTENERS, TYP. 3-) PROVIDE CONT. ANGLE 3"0" xY4" @ PERIMETER, TYP. (U.N.O.) 4•) JOIST MANUFACTURER TO PROVIDE STEEL JOIST BRIDGING & UPLIFT BRIDGING AS REQUIRED BY S.J.I., TYP. NET UPLIFT = 25 PSF, TYP. (U.N.O.) 5.) JOIST MANUFACTURER TO COORDINATE ROOF TOP UNIT WEIGHTS AND LOCATIONS w/ MECHANICAL DRAWINGS, ALL JOISTS SUPPORTING R.T.U.'s ARE TO BE "SP" JOISTS, TYP. 6.) ALL STRUCTURAL STEEL EXPOSED TO WEATHER TO BE HOT DIPPED GALVANIZED, TYP. (U.N.O.) TYPICAL SHEET NOTES ROOF FRAMING PLAN A. REFER TO SHEET "Sl -1" FOR GENERAL STRUCTURAL NOTES, TYP. B COORDINATE w/ CIVIL DRAWINGS FOR CONTINUATION OF SIDEWALK, TYP. C. "F-#" INDICATES REINFORCED CONCRETE SPREAD FOOTING. REFER TO "10/S1-2" FOR FOOTING SCHEDULE, TYP. D. "C-#" INDICATES STRUCTURAL STEEL COLUMN. SEE "11/51-3" FOR COLUMN SCHEDULE, TYP. E. "P-#" INDICATES SOLID GROUTED MASONRY PILASTER. SEE "8/S3-1" FOR COLUMN SCHEDULE, TYP. F. SEE "S2-1" FOR MASONRY WALL REINFORCING SCHEDULE, TYP. ALL CMU WALLS ARE TO BE TYPE "MW -1", tYP (U.N.O.). PROVIDE WALL TYPE "MW -2" @ WIND ZONE 5 (14'-0" FROM EACH CORNER), TYP. 2 S2-3 HIGH ROOF FRAMING PLAN SCALE: %" = 1'-0" T n PARAPET Fl = Y nAn AnCT CI — iInC31ro1 2 55.1 1.v. I 1v rL1 L.L. —-r147-'t I V 0 Ute+ � .^ n N m N 0o N m N + m N OC M N O wLU t`u p w p w W LU a O w p l„ ROOF FRAMING PLAN S2`3 SCALE: Ys" = 1'-0" a LL �1 41 r n3 W U C L 0 U fro++ 4-1 L„ 1r Z j 4j _a N it C 1� fr 4j k4 a hpU X�+41 U nr 1w E E .0 1� �U a L 4.041 3 a Ca G a U ,U a a Ir +IJ iw 0 H C a 4. 1r kA 4-0 dal W ^^'r' W v 3 0 C 1hr� �V Wrr nL 1^ lA LLO j 2 4j 3 C V- > 0 c 41 LL � C IL v� .o a Cc aLL a 423 South Keller Road #20 Orlando, Florida 32810 Phone .................407-660-276 Fax....................407-875-327 Website ........www.scottarchitects.col License Number ........ SL#AAC0011f © Copyright 2006 The Scott Partnership Architecture, li All Rights Reserved Worldwide. CONSULTANT STRUCTURAL CONCEPTS & UI*SIGN' 405 DOUGLAS AVENUE, SUITE 130. ALTAMONTE SPRINGS, FL 3271, TEL 407/774-3021 FAX 407/682-2381 www.structuralconcepts-design.cori FLORIDA C.O.A. NO. 2719 PROJECT TITLE w 4::t CD z CDo (1) J O L ry Z 010 Qrw w SEAL Robert C. Scro ins. P.E. FL Registration .56158 INFO REVISIONS # DATE DESCRIPTION DRAWN BY: TLA CHECKED BY: RC: DATE: 2007 JUNE 29 SHEET # 0 0 M 3 c � O r_ c Ed ° 8 u, N N CC a)� C am C5 0 - E c ° � c�wE � X ` C N O Trnc m N — 11) � aS rn E ro O U c a >¢ E L L � � w c >= ° U a u: O . a? U U Q 0.m a .c 1 N CaN r- ro - ro N a. (a o(a8 m C t5 N W L Y cc O Q= 3s= ro o ro c � N E — c -C N L cd ro `o T a 15 �� ° "`= Cc U ca oa-0ic `O Q N 0 N.� U 0 o � � N c �s 0 0 40) N -0 ° ,� a. w � � o ro o 3 w o r`s�� N #6 @ 24" O.C. TYP. (U.N.O.) `�, ❑ - DD❑ '., ADD . D �� D ❑ D #6 @ 24" O.C. 1N SOLID 1-1 GROUTED CELLS, TYP. (U.N.O.) F-1 NOTES: LVERTICAL BAR AND FILLED CELL ALWAYS REQURIED AT CORNERS, WALL ENDS. AND EACH SIDE OF OPENINGS. ❑ 2.13ISTRIBUTE ODD SPACES EVENLY BETWEEN CORNERS ❑ AND OPENINGS. 3. EMBED VERITICAL REINFORCING CLASS'B' LAP + 3" INTO CONC. 12" 4• WALL REINFORCING TO BE FULL BAR DEPTH + STD. HOOK INTO FOOTINGS. 5. PROVIDE 48 BAR DIAMETER LAPS INTO MASONRY WALLS FIRST COARSE W/ FULL MORTAR BED. 6. LAY MASONRY 1N RUNNING BOND. 1 REINFORCED MASONRY WALLS S3 - SCALE: %4"1 J STOP GROUT POUR N' (MIN.) BELOW TOP OF MASONRY UNIT 1F POUR IS STOPPED FOR MORE THAN ONE HOUR, TYP. SEE PLANS AND DETAILS FOR LOCATION AND REINFORCING OF GROUTED CELLS, TYP.- PROVIDE 48 BAR 0 LAPS, TYP.--\ a? GROUT TO CONFORM TO ASTM - c C476-83. SUBMIT MIX DESIGN FOR O .0 = REVIEW. MAXIMUM AGGREGATE SIZE _ 'roc %s" (#8). SLUMP = 8" TO 10". DO NOT y o USE SAME MIX AS USED FORTE BEAMS. Y O 0° � _._. o a Mc rcn c o ro a) E Z5 8 0�U1 NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT MINIMUM OF 24 HOURS, TYP. MAX. HEIGHT OF LIFT = 5'-0" MAX. HEIGHT OF POUR = 24'-0". MECHANICALLY CONSOLIDATE EACH LIFT 3-5 MINUTES AFTER LIFT IS POURED NOTE: RECONSOLIDATE THE GROUT AFTER ALLOWING THE EXCESS WATER TO BE ABSORBED BY THE MASONRY UNITS (3 TO 5 MINUTES) PROVIDE 4"x6" CLEANOUT HOLE AND REMOVE ALL DEBRIS INSIDE CELLS. SEAL PRIOR TO GROUTING, AFTER INSPECTION. E= TYPICAL HIGH LIFT GROUTING SECTION- a 1=o CDC C: z w S SCALE: %4' = 1'-0" cn c CODCJOD1300DC]01� CONC. FILLED CELL ALTERNATE COURSES w/ VERTICAL REINF. OF 8" C.M.U. CONT. BACKER ROD & SEALANT - TYP, BOTH FACES OF C,M,U. �DGODCI [D DO Do - CONTROL JOINT @ 30'-0" O.C. (MAX) COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS NOTE: CUT LADDER REINF. @ CONTROL JOINT 2 CONTRO 5 SCALE: %4' = 1'-0" L JOINT IN CMU WALL NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT 1.-. MINIMUM OF 24 HOURS, TYP. SEE PLANS AND DETAILS FOR LOCAT ION AND REINFORCING, OF GROUTED CELLS, TYP. --- _ STOP GROUT POUR 1)/2" (MIN.) BELOW -= TOP OF CONCRETE MASONRY UNIT. CONSTRUCT NEXT 5-0" OF WALL AFTER LOWER SECTION IS GROUTED, PROVIDE 48 BAR 0 LAPS, TYP. TYP GROUT TO CONFORM TO ASTM 1[j] 0476-83, SUBMIT MIX DESIGN FOR RECONSOLIDATE THE GROUT AFTER REVIEW. MAXIMUM AGGREGATE SIZE = ALLOWING THE EXCESS WATER TO B 8" (#8). SLUMP = 8" TO 10". DO NOT ABSORBED BY THE MASONRY UNITS USE SAME MIX AS USED FOR TIE BEAMS. (3 TO 5 MINUTES) 6 TYPICAL LOW LIFT GROUTING SECTION SCALE: %4" = 1'-0" S3-1 �so8 .1-2 (CD: INCH U -LINTEL SAFE LOADS oar � t5 y�ro Overall Length Clear Span GRAVITY UPLIFT LATERAL 12-8UL 12-8SL 12-12SL 12-16SL 12-20SL til N N 12-28SL 12-32SL 12 -SSL 12-12SL 12-16SL o=� Croom 12-24SL 12-28SL N 12-8UL 12-8SL a E 6. �0 as 3'-6" 2'-2" 1480 2495 3743 2 1 6238 7486 CL 9981 2676 -2 5352 6690 N -0 ro 9366 10704 d 0 O 4915 4'-0" A 0 8N' 1202 2011 ° N 4021 5026 L 7037 8042 C0 H N N 3287 1 4383 �-0 o"aa) 6574 7670 o 1571 3993 N O- >„ 3'-2" 1012 Y L0)C 2518 3358 � —S ° 2 5036 5876 c cc c 1860 2789 O C 4649 5579 c 7439 1323 u°i c U ca U N os�o 5'-10" 4'-6" 713 1155 U E d 2309 2887 3464 4042 4619 � `sE:o 2003 2671 Nca,Q� 4007 4675 ,j 4) w 0 931 2367 oc ° 5'-2" 621 h N U 1491 1988 a ° 8 2982 3479 � o 1175 1762 � _N ro N C.D 2937 3525 �rn- c N o � - ig MM 4699 811 2061 7'-6" E'" 520 818 1227 o 2045 2454 2864 3273 wc c a 1998 0 o o 2 ag 3496 3996 USN= 1727 _ o $ ° _ U L O ro c c c N y N d1 t ca O a, oma: c i ao Eo t _ ,- ` — 0 U 0 N O Z o "N- ° @ LU c U U N C ro i i r. N L H O 91-4" 8'-0" N 610 r-- cD aci S 1525 1830 a m 2440 1 791 ° U O 1582 1977 2000 — J N 2768 3163 524 1331 <C LE N Y 350 521 ro 1042 1302 1562 1823 CU etc 1052 'S = N 2105 2456 0 � 457 � N L 10'-0" O 470 705 940 O C Q N ro L N42 1410 1645 c cn O ro y (j O 525 Q) c C N O 1627 1952 .r N N C N 2603 419 -E 12'-0" .E tM L 435 v 870 1087 1305 1522 1739 449 924 CODCJOD1300DC]01� CONC. FILLED CELL ALTERNATE COURSES w/ VERTICAL REINF. OF 8" C.M.U. CONT. BACKER ROD & SEALANT - TYP, BOTH FACES OF C,M,U. �DGODCI [D DO Do - CONTROL JOINT @ 30'-0" O.C. (MAX) COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS NOTE: CUT LADDER REINF. @ CONTROL JOINT 2 CONTRO 5 SCALE: %4' = 1'-0" L JOINT IN CMU WALL NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT 1.-. MINIMUM OF 24 HOURS, TYP. SEE PLANS AND DETAILS FOR LOCAT ION AND REINFORCING, OF GROUTED CELLS, TYP. --- _ STOP GROUT POUR 1)/2" (MIN.) BELOW -= TOP OF CONCRETE MASONRY UNIT. CONSTRUCT NEXT 5-0" OF WALL AFTER LOWER SECTION IS GROUTED, PROVIDE 48 BAR 0 LAPS, TYP. TYP GROUT TO CONFORM TO ASTM 1[j] 0476-83, SUBMIT MIX DESIGN FOR RECONSOLIDATE THE GROUT AFTER REVIEW. MAXIMUM AGGREGATE SIZE = ALLOWING THE EXCESS WATER TO B 8" (#8). SLUMP = 8" TO 10". DO NOT ABSORBED BY THE MASONRY UNITS USE SAME MIX AS USED FOR TIE BEAMS. (3 TO 5 MINUTES) 6 TYPICAL LOW LIFT GROUTING SECTION SCALE: %4" = 1'-0" S3-1 TYPICAL #9 GA. WIRE TRUSS OR LADDER REINF. FOR ALL C.M.U. WALLS, SPACED AT 1'4' c/c VERTICALLY. ADDITIONAL LAYERS ABOVE AND BELOW WINDOW AND/OR DOOR OPENINGS, TYP. MINIMUM 6: LAP SPLICES ALL LADDER REINF. TO CONTINUE—� TO ENDS OF WALLS & INTERSECTIONS CONC. FILLED CELL w/ VERTICAL REINF. EXTENDING THRU BEAM. TYPICAL THIS PROJECT. 3 WALL INTERSECTION & CORNER DETA S✓ SCALE: %4" = 1'-0" 8" OR 12" CMU WALL BEYOND TVERT. REINF. IN SOLID v GROUTED CELL ADJACI Oz Z Z OPENINGS, TYP. (U.N.0 O T.O. CMU SEE ARCH. 245 CONT. IN CONT. BONI BEAM UP TO 10'-0" WIDE OPENING. EXTEND 4" MIN. INTO VERT. FILLED CELL, TYI - CONT. LATH TO RETAIL` GROUT IN UPPER COAD TYR VERT. REINF. PER PLAN Wi STD. HOOK @ TOP INTO BOND BEAM, TYP. WINDOW OPENING 7, TYPICAL B SSCALE: Y4" = 1'-0" IL OND BEAM @WINDOW SILL GENERAL NOTES FOR LINTELS: MATERIALS: 1. f c PRECAST = 4000 PSI. 2. fc GROUT = 3000 PSI w/ %" MAXIMUM AGGREGATE, TYP. 3. C.M.U.'s PER ASTM C90 w/ MINIMUM NET AREA COMPREHENSIVE STRENGTH = 1900 PSI. 4. REBAR PROVIDED IN PRECAST PER ASTM A615 GRADE 60. 5. FIELD REBAR PER ASTM A615 GRADE 60. 6. MORTAR PER ASTM C270 TYPE M OR S. STRUCTURAL NOTES: 1. SHORE PRECAST AT 6'-0" O.C. 2. SAFE LOAD VALUES BASED ON NOMINAL 8" MINIMUM BEARING, TYP. 3. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LOWER HEIGHT. 4. FOR LENGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LARGER LENGTH. 5. ALL SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAR FOOT. 6. COMPOSITE BEAM SAFE LOADS ARE BASED ON ONE #6 FIELD REBAR IN BOTH TOP AND BOTTOM. 7. SAFE LOADS RATINGS PER ACI 318 AND ACI 530. 8. SAFE LOADS FOR 12" LINTEL ARE LISTED AS NET CAPACITY - LINTEL BEAM WEIGHT HAS BEEN DEDUCTED FROM THE GROSS CAPACITY. , Q 4 �Z t - 4O \z • • 115/' ACT UA - 1 " NOMINA 9 TYPICAL PRE -CAST LINTEL SCHEDULE & DETAILS BY FLORIDA ROCK, INC. SSCALE: %4' = 1'-0" NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL , TYP. GROUT KNOCK OUT BLOCK #5 FIELD REBAR 1'-4" SPLICE OR L -BAR d u 1-111 f CL T & 8 BARS, AS TD. HK. OR SHOWN IN BEAM T & B BARS, AS — SHOWN IN BEAM HK. OR CONC. FILLED CELL w/ VERTICAL REINF. EXTENDING THRU BEAM. TYPICAL THIS PROJECT. 4 BEAM INTERSECTION & CORNER DETA S3 - SCALE: 3/4" = 1'-0" TYP. REINF. PER PLAN 1'41 TYP. REINF. PER PLAN GROUT SOLID BONDED PIER (COURSES SHALL ALTERNATE), TYP. r � • r0 ... .. z 23 m 4 #6 VERT. FULL HEIGHT w/ DOWELS TO FOOTING, TYP. "P-1" PILASTER TYP. REINF. PER PLAN 2'-0" TYP. REINF. PER PLAN GROUT SOLID BONDED PIEI` irr�„r,rrr SHALL ALTER I I • •„ N O • • •. ^ Z 6 #6 VERT. FULL HEIGHT w/ "P-2" PILASTER DOWELS TO FOOTING, TYP. 8 MASONRY PILASTER SECTIONS S✓ / SCALE: Y4" = 1'-0" Lf n REINFORCING SCHEDULE LINTEL SPAN "A" Steel "B" Steel 12" U -LINTEL w/ 145 TOP & 807TOM ALL 243 345 116 116 _T_ "A" STEEL AS SCHEDULED %z" WIRE -0 STIRRUPS v "B" STEEL A SCHED, ED. 5Y2' LONG NOTCH EA. END 12" U -LINTEL L 423 South Keller Road #20 C Orlando, Florida 32810 4+ Phone .................407-660-27E 41 Fax....................407-875-327 �r Website ........www_scottarchitects-coi 3 License Number ........ SL#AAC00115 © Copyright 2006 The Scott Partnership Architecture, li U All Rights Reserved Worldwide. C CONSULTANT i.+ a U STRUCTURAL CONCEPTS U & DESIGN '~ 405 DOUGLAS AVENUE, SUITE 130 ALTAMONTE SPRINGS, FL 3271, ++ TEL 407/774-3021 FAX 407/6$2-238i ar J. IL www.structuralconcepts-design.cor FLORIDA C.O.A. NO. 2719 IQ r UPROJECT TITLE a n+ C 41 S. 4J V1 M H a U b�0 � QCD Q 0 ,.. LL GCi O fy Z • .. o V- U F_Z a C) U) Q W r r a U 'o 0 Q .1r 0 00 4-1 SEAL U U 1Z V1 G 0 Robert C. Scr gins. P.E. �Q FL Registration No. 56158 W INFO REVISIONS NbU # DATE DESCRIPTION L LLI � D W -- DRAWN BY: TUA CHECKED BY: RCS V1—�_---- v DATE : 2007 JUNE 29 W SHEET # Z 4.1 © — a>- STRUCTURAL SECTIONS & DETAILS M W N > N X IL LLJ dJ Ll.. Fri Q Y 12 INCH U -LINTEL SAFE LOADS Overall Length Clear Span GRAVITY UPLIFT LATERAL 12-8UL 12-8SL 12-12SL 12-16SL 12-20SL 12-24SL 12-28SL 12-32SL 12 -SSL 12-12SL 12-16SL 12-20SL 12-24SL 12-28SL 12-32SL 12-8UL 12-8SL 3'-6" 2'-2" 1480 2495 3743 4991 1 6238 7486 8733 9981 2676 1 4014 5352 6690 8028 9366 10704 1934 4915 4'-0" 2'-8" 1202 2011 3016 4021 5026 6032 7037 8042 2191 3287 1 4383 5478 6574 7670 8765 1571 3993 4'-6" 3'-2" 1012 1679 2518 3358 4197 5036 5876 6715 1860 2789 3719 4649 5579 6509 7439 1323 3363 5'-10" 4'-6" 713 1155 1732 2309 2887 3464 4042 4619 1336 2003 2671 3339 4007 4675 5342 931 2367 6'-6" 5'-2" 621 994 1491 1988 2485 2982 3479 3976 1175 1762 2350 2937 3525 4112 4699 811 2061 7'-6" 6'-2" 520 818 1227 1636 2045 2454 2864 3273 999 1498 1998 2497 2997 3496 3996 679 1727 91-4" 8'-0" 401 610 915 1220 1525 1830 2135 2440 1 791 1186 1582 1977 2372 2768 3163 524 1331 10'-6" 9'-2" 350 521 781 1042 1302 1562 1823 2083 655 1052 1403 1754 2105 2456 2807 457 1044 11'-4" 10'-0" 321 470 705 940 1175 1410 1645 1880 525 976 1301 1627 1952 2278 2603 419 877 12'-0" 10'-8" 301 435 652 870 1087 1305 1522 1739 449 924 1231 1539 1847 2155 2463 393 771 13'4" 12'-0" 267 315 565 753 941 1130 1318 1506 342 733 1032 1331 1630 1929 2229 349 609 14'-0" 12'-8" 253 254 528 704 880 1056 1232 1408 304 658 926 1194 1463 1732 2000 331 547 TYPICAL #9 GA. WIRE TRUSS OR LADDER REINF. FOR ALL C.M.U. WALLS, SPACED AT 1'4' c/c VERTICALLY. ADDITIONAL LAYERS ABOVE AND BELOW WINDOW AND/OR DOOR OPENINGS, TYP. MINIMUM 6: LAP SPLICES ALL LADDER REINF. TO CONTINUE—� TO ENDS OF WALLS & INTERSECTIONS CONC. FILLED CELL w/ VERTICAL REINF. EXTENDING THRU BEAM. TYPICAL THIS PROJECT. 3 WALL INTERSECTION & CORNER DETA S✓ SCALE: %4" = 1'-0" 8" OR 12" CMU WALL BEYOND TVERT. REINF. IN SOLID v GROUTED CELL ADJACI Oz Z Z OPENINGS, TYP. (U.N.0 O T.O. CMU SEE ARCH. 245 CONT. IN CONT. BONI BEAM UP TO 10'-0" WIDE OPENING. EXTEND 4" MIN. INTO VERT. FILLED CELL, TYI - CONT. LATH TO RETAIL` GROUT IN UPPER COAD TYR VERT. REINF. PER PLAN Wi STD. HOOK @ TOP INTO BOND BEAM, TYP. WINDOW OPENING 7, TYPICAL B SSCALE: Y4" = 1'-0" IL OND BEAM @WINDOW SILL GENERAL NOTES FOR LINTELS: MATERIALS: 1. f c PRECAST = 4000 PSI. 2. fc GROUT = 3000 PSI w/ %" MAXIMUM AGGREGATE, TYP. 3. C.M.U.'s PER ASTM C90 w/ MINIMUM NET AREA COMPREHENSIVE STRENGTH = 1900 PSI. 4. REBAR PROVIDED IN PRECAST PER ASTM A615 GRADE 60. 5. FIELD REBAR PER ASTM A615 GRADE 60. 6. MORTAR PER ASTM C270 TYPE M OR S. STRUCTURAL NOTES: 1. SHORE PRECAST AT 6'-0" O.C. 2. SAFE LOAD VALUES BASED ON NOMINAL 8" MINIMUM BEARING, TYP. 3. FOR COMPOSITE HEIGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LOWER HEIGHT. 4. FOR LENGHTS NOT SHOWN, USE SAFE LOADS FROM THE NEXT LARGER LENGTH. 5. ALL SAFE LOADS ARE EXPRESSED IN POUNDS PER LINEAR FOOT. 6. COMPOSITE BEAM SAFE LOADS ARE BASED ON ONE #6 FIELD REBAR IN BOTH TOP AND BOTTOM. 7. SAFE LOADS RATINGS PER ACI 318 AND ACI 530. 8. SAFE LOADS FOR 12" LINTEL ARE LISTED AS NET CAPACITY - LINTEL BEAM WEIGHT HAS BEEN DEDUCTED FROM THE GROSS CAPACITY. , Q 4 �Z t - 4O \z • • 115/' ACT UA - 1 " NOMINA 9 TYPICAL PRE -CAST LINTEL SCHEDULE & DETAILS BY FLORIDA ROCK, INC. SSCALE: %4' = 1'-0" NOTE: CONTRACTOR MAY SUBMIT ALTERNATE TO SC&D IN WRITING FOR APPROVAL , TYP. GROUT KNOCK OUT BLOCK #5 FIELD REBAR 1'-4" SPLICE OR L -BAR d u 1-111 f CL T & 8 BARS, AS TD. HK. OR SHOWN IN BEAM T & B BARS, AS — SHOWN IN BEAM HK. OR CONC. FILLED CELL w/ VERTICAL REINF. EXTENDING THRU BEAM. TYPICAL THIS PROJECT. 4 BEAM INTERSECTION & CORNER DETA S3 - SCALE: 3/4" = 1'-0" TYP. REINF. PER PLAN 1'41 TYP. REINF. PER PLAN GROUT SOLID BONDED PIER (COURSES SHALL ALTERNATE), TYP. r � • r0 ... .. z 23 m 4 #6 VERT. FULL HEIGHT w/ DOWELS TO FOOTING, TYP. "P-1" PILASTER TYP. REINF. PER PLAN 2'-0" TYP. REINF. PER PLAN GROUT SOLID BONDED PIEI` irr�„r,rrr SHALL ALTER I I • •„ N O • • •. ^ Z 6 #6 VERT. FULL HEIGHT w/ "P-2" PILASTER DOWELS TO FOOTING, TYP. 8 MASONRY PILASTER SECTIONS S✓ / SCALE: Y4" = 1'-0" Lf n REINFORCING SCHEDULE LINTEL SPAN "A" Steel "B" Steel 12" U -LINTEL w/ 145 TOP & 807TOM ALL 243 345 116 116 _T_ "A" STEEL AS SCHEDULED %z" WIRE -0 STIRRUPS v "B" STEEL A SCHED, ED. 5Y2' LONG NOTCH EA. END 12" U -LINTEL L 423 South Keller Road #20 C Orlando, Florida 32810 4+ Phone .................407-660-27E 41 Fax....................407-875-327 �r Website ........www_scottarchitects-coi 3 License Number ........ SL#AAC00115 © Copyright 2006 The Scott Partnership Architecture, li U All Rights Reserved Worldwide. C CONSULTANT i.+ a U STRUCTURAL CONCEPTS U & DESIGN '~ 405 DOUGLAS AVENUE, SUITE 130 ALTAMONTE SPRINGS, FL 3271, ++ TEL 407/774-3021 FAX 407/6$2-238i ar J. IL www.structuralconcepts-design.cor FLORIDA C.O.A. NO. 2719 IQ r UPROJECT TITLE a n+ C 41 S. 4J V1 M H a U b�0 � QCD Q 0 ,.. LL GCi O fy Z • .. o V- U F_Z a C) U) Q W r r a U 'o 0 Q .1r 0 00 4-1 SEAL U U 1Z V1 G 0 Robert C. Scr gins. P.E. �Q FL Registration No. 56158 W INFO REVISIONS NbU # DATE DESCRIPTION L LLI � D W -- DRAWN BY: TUA CHECKED BY: RCS V1—�_---- v DATE : 2007 JUNE 29 W SHEET # Z 4.1 © — a>- STRUCTURAL SECTIONS & DETAILS M W N > N X IL LLJ dJ Ll.. Fri Q Y 0 0 c n a c T e o co Q += c o E d U o . .D U p � to Cn Q Q as F— U) Q o a) c � � 8 70 x QCD o N C Q Q - CD P t t5L c � ca U N > `t E a � L � � ` t O C 0 O U w o ICU U Q Q cc�cc � .Uc -Uo d o m $ c as m F- Y C's -0 O Q L 3s= � c o Q y 0 -0C6 CL EL w U �L .0Q Co io l- 6 f `o a c� o w t .. o ca U t � .O 0 N G $ Q Q C w 'n 0 0 C Q O C a3 N Q .0 > Q. N Q L Q w o c'.0 o 0 c 0a>> c C � CV o � � rA a C ComC,� O N O o cs < c a C Q'L co c rn In C C O � o P] Q ui 8 2Eo 0 W m-0 c cc > a c �o 0 0. 3 r3} U ca o c.E ro2. C, -0aaci E, Q o: rn ctoc Q c nom o N o :3 � L 20 M 4 L -6 c E� � o Arno N 3 as �Q E ;.D o Q a T 0 a to Q C � @ c }° , 0 0 8 c > 8QN crnr°r 2 o Q C �% L o:c o Eos -oEm c to � CCO U c g.o Q 0 06 °8 C N `° U as 8.6 N Q C a o r ,= >'.ocrn c c0 ° t. `o a COU � c a c 0-2 2 E U Q c � = O $ O o `w o 0c� �o EQt o E o ou�(Da� Z o -°m r � 2' P. QLF— O o v 3 ti U Q c �Qo > Q_ U 7 Q s$ -0,Q 0��� C w c4� E v) E c o � cco v as ao) � °~ Q�+Qr n v co C a w CwQ'� CL 0 c0 v Q +A EE :5 7 v'M� U O C C CD to o -2 cL ` O U Q T.O. PARAPET PER PLANPER T.O. PARAPET PLAN = . .. ++ KO 1 KO -1 (� r. 4+ G KO -1 ,L o ... .... b -t T.O. PARAPET -+ IV, %V @ 6" O.C. TYP. � PER PLAN • O LU �„ 2„ 5/s"� 6" O.C. TYP. w X y - „� 6" O.C. TYP. LL > > 12" CMU L 4"x3"xY4" (LLV) CONT. " Ys 2" BEARING PLATE 4"x8"x%" b W/ 2 -Y�`s� x 4" LONG ��� 1 ��� TYP MTL. ROOF MTL. ROOF DECK PER v W BEARING PLATE 4"x8"x%" w/ 2 -YZ'� x 4" LONG ��� 1 ��� TYP. MTL. ROOF 4j HEADED STUDS DECK PLAN, NP' ¢ HEADED STUDS DECK .0 JOIST BEARING DECK BEARING > JOIST BEARING 4J �, PER PLAN VARIES PER PLAN f -TL 3"x3"xY CONT. L 3"x3"x'/ CONT. '• .. ..., .. • • • .-• • ,V BB -1 BB -1 B B-1 O U STEEL JOIST STEELJOIST VERT. REINF. PER PLAN & SCHEDULE UPLIFT BRIDGING VERT. REINF. PERN BRIDGING, TYP. 1"'-12" VERT. REINF. PER PLAN & SCHEDULE UPLIFT BRIDGING � /^ l2' CMU PLAN & SCHEDULE L 4x3 xYa' (LLV) x 6 LONG CMU w/ (2) Y" Ox4" LONG WEDGE STEEL JOIST PER 4-0 BOLTS, TYP. PLAN, TYP. ,c O TYPICAL ROOF JOIST BEARING CMU TYPICAL ROOF DECK BEARING CMU 2 @ 3 TYPICAL ROOF JOIST BEARING LINTEL @ ro SCALE: Y4" = 1'-0" S4 SCALE: Y4" = 1'-0" /� _ j. SCALE: Y4' = 1'-0" - U O 11 Adk T.O. PARAPET JC PER PLAN 4-1 KO -1 GIRDER COLUMN Ya"O BOLTED JOIST BEAM 1" 1„ Y4" CAP PLATE CONNECTION 1" CLR. 21" MIN. BRG. � b 2 CLR. 22 MIN. BRG. TYP. Ys' 2" MTL. ROOF DECK MTL. ROOF DECK STEEL JOIST PER 2 TYP• t " /8 2 2 MTL. ROOF DECK PER PLAN, TYP. PER PLAN, TYP. PLAN C PER PLAN, TYP. �• N ,Q > 12" CMU L 2Y2"x2Y2"xY4' CONT. JOISTBEARING PER PLAN JOIST BEARING PER PLAN N ---------- ---- --i —-------------- — METAL ROOF DECK to (2) Y4O THRU BOLTS PER PLAN NOTE: PROVIDE SLOPEDof JOIST SEATS, TYP. N DECK BEARING Y4" VARIES UPLIFT BRIDGING 4 •,_ -• I Ys" V -NOTE: PROVIDE BACK-TO-BACK L 3"x3"x%g C JOIST GIRDER STEEL JOIST N KNEE BRACE FROM BOTTOM CHORD TO STEEL JOIST BB -1 SEE PLAN UPLIFT BRIDGING EACH BEAM, TYP. AT LOCATIONS w/ BOTTOM CHORD BRACE NOTE: PROVIDE BACK-TO-BACK L 3"x3"x%6" WF BEAM PER PLAN, TYP BOTTOM CHORD BRACE 5 KNEE BRACE FROM BOTTOM CHORD TO JOIST GIRDER PLATE 6"x6"xY4' VERT. REINF. PER EACH BEAM, TYP. AT LOCATIONS w/ "*" -JOIST GIRDER PER PLAN DO NOT WELD GIRDER L 8"x6"xY" x 9" LONG (LLV) w/ Ys" PLAN & SCHEDULE THICK GUSSET PLATE CENTERED BOTTOM CHORD TO BELOW GIRDER BEARING. PLATE %4"x6"x6" STEEL COLUMN �� STABILIZER PLATE, TYP. C STABILIZER PLATE PER PLAN G L. DO NOT WELD GIRDER BOTTOM - CHORD TO STABILIZER PLATE. GIRDER CONNECTION TO CMI 6 JOIST BEARING JOIST GIRDER r7"* GIRDER CONNECTION TO TS COLUMN $ JOIST BEARING @ WF BEAM � S/� SCALE: %4' = 1'-0" ,. 'j SCALE: %a" = 1'-0" L�_ ` 1 4- I SCALE: %a" = 1'-0" SCALE: %a" = 1'-0" S4.1 U a JOIST GIRDER (2) Y4'O A325N BOLTS PER GIRDER NOTE: COORDINATE BEARING PLATE ELEVATIONS WITH TOP OF STEEL BOLTED TIE JOIST ELEVATIONS - SEE PLAN #5 Z -BAR LAP 8" x PER S.J.I. &OSHA DOWEL L TOP & BOT. 44 ~ JOIST NOTE: FULLY GROUT ALL VOIDS BETWEEN TOP & EXTENSION WF BEAM PER PLAN 3 BOTTOM FLANGES, TYP. EACH SIDE OF BEAM, TO PROVIDE CONTINUITY OF CMU PILASTER BEARING CAPACITY ABOVE & BELOW, TYP. wa SAWCUT BLOCK AS m C 1 1/2" 1 1/2" 1 1/2" (2) #5 Z -BAR LAP 16 REQUIRED, TYP. G 0 O m ® (2) #5 TOP & BOT.- 4' 3/16 4+ 8---TYP. . j I O I'I L'I .. sr ai Y4 BEARING PLATE 3/4"x10"xBEAM h BEARING PLATE Y4"xI0"xBEAM FLANGE PLUS 6" FOR 12" C.M.U. FLANGE PLUS 3" FOR 12" C.M.U. L W/ (2) Ys"0 x 8" LONG ANCHOR 2 WO x 8" LONG ANCHOR WF BEAM (PER PLAN} W/ WF BEAM (PER PLAN} " ' 41 BOLTS �I �I BOLTS s~ UPLIFT BRIDGING PER S.J.I. (ANCHORED @ '� PLATE BEARING 0 ENDS) V Fn J� �gl (2) #5 VERT w/ STD. HK. (,a"� TOP WF BEAM ON BEARING PLATE & GROUT BED. PROVIDE GROUT BED TO PROPER REINF, TO MATCH BOND BEAM BOT. STEEL STD. HOOK LAP C O STABILIZER PLATE Y4"x4"x7" (DO NOT WELD TO BOT. CHORD), PROVIDE %6"0 HOLE FOR ELEVATION. GROUT POCKET SOLID AFTER BEAM PLACEMENT CONCRETE OR *+ GUYING/PLUMBING CABLES AT EXTERIOR WALL LOCATIONS HOLD ENDPILASTER MASONRY COLUMN U CAP PLATE %4" x (GIRDER SEAT WIDTH STABILIZER PLATE OF BEAM TO INSIDE OF BLOCK SHELL. PER PLAN 4. OR COL. SIZE (WHICHEVER IS GREATER) %4'x6"x6" (DO NOT WELD + 111) X (COL. SIZE + 611) TO BOTTOM CHORD) TYPICAL REINF @ CMV U . a g SECTION a) JOIST GIRDER TO TS COLUMN Q WF BEAM B EARING a CMU Z WF BEAM BEARING �a CMU rl2 WALL PENETRATION10 S44 SCALE: Y4' = 1'-0" 4 SCALE: %4" = 1'-0" S44 '"j� S41 r SCALE: %4" = 1'-0" M SCALE: Y4' = 1'-0" j V1 a 40 h�r�p V11 3 O lU W C bQ pvp11i W 41 W O 4J yNj T LO IY Lu z O M 0 w X 0- a 423 South Keller Road #20 Orlando, Florida 32810 Phone .................407-660-27E Fax ....................407-875-327 Website ........www.scottarchltects.col License Number ........ SL#AAC00115 Q Copyright 2006 The Scott Partnership Architecture, li All Rights Reserved Worldwide. CONSULTANT STRUCTURAL CONCEPTS &, DESIGN 405 DOUGLAS AVENUE, SUITE 130. ALTAMONTE SPRINGS, FL 32714 TEL 407/7743021 FAX 407/682-23R www.structuralconcepts-design.cor FLORIDA C.O.A. NO. 2719 PROJECT TITLE SEAL \j Robert C. Scrog ins, P.E. FL Registration No. 56158 INFO REVISIONS # DATE I DESCRIPTION DRAWN BY: TLW CHECKED BY : RCE DATE: 2007 JUNE 25 o- 0 Q a U@ L c E2 O C E w o� :2Q a� w U) a� o � C c � � U E � X � CD rn rn U5caD a) - -° aS rn as O -6-,0 c cc as Q aE - r as T`s MCS p U � � U C Q Q .. H ai U N O U � +? M U co •. o s mz� Y CO Oa>_ 3 £ - N 10 0aa))M as c "2 Z.c ca a?Q- 5�� of IF as O y E o 0 0 a) a) Hca) 80� ro4a) v a a „` tl -2 G, o w- c c ID � w � q 1] c c � u y N c D Jc C C o y < ala asci c � c o E4 43 ' U �IE E0 N U)i co •2 c M O U �oED: 20 o o CL m 1~i c � -`� A C - E 2'" as m v a � c E' E ID Q>> o M C � Z. o �- r�n o � E 0 �3 L U O I 2: M P f s ccai .� ac ID 8�c C c E o p 00 o C o co c � SL gai42 ro U � O: ` o C V a) E o a3 as .°Ew Q5 0 D s E: O u o c N CD 0 M 8 � .. �o v vi � OM (OD �cr- gt U � C'S 'S 0 C C O. E m p 46 c c o m tJ oE z o8 _ r c � o •w N O c m Ea�L o E o i � v o a� a) 0 z o ° m �U U N i77 w c M -Cc r` a) c F- O Ln 'a) 3 i 0 gacio CL ns � �o-o� �S-0,a, -,0�� d �'L°LE Irm c cc.02L O a v 20 CD ay -9 E -09 o cc (OD � y C Q U N C: CL to ICU coo '° 0 -C j kA C lV o c r 25 E* - V � C C� Q) r. a)7+ s -2 O-` u �oc8Q COMPONENT & CLADDING WIND LOADS BASIC WIND SPEED= 120 M.P.H. MEAN ROOF HEIGHT= 35.00 FT. ZONE WIND AREA (S.F.) DESIGN PRESSURE (PSF) . NEGATIVE 1 ANGLE TO JOIST CHORD, 11.0 -27.2 1 20 10.5 -26.5 1 TYP. @ FOUR CORNERS 10.5 -25.6 1 100 4j -24.9 2 10 11.0 -45.7 2 20 10.5 -40.7 2 50 10.5 -34.3 PROVIDE L 4x4x 8" HEADER 100 40 -29.5 3 10 11.0 -68.7 BELOW ALL CURBS SEE DETAIL 20 0 -56.9 3 NOTE: ALIGN ONE EDGE OF NEW RTU ON 10.5 -41.3 ABOVE FOR ATTACHMENT 1 100 A -29.5 TOP OF EXISTING JOIST CHORD, TYP. 2 ' ZL - - - OPEN 54.2 � ' ' JOIST REINFORCING WHERE PRE -FABRICATED CURB BY � ____ NEW ANGLE INTERSECTS BAR JOIST PER "3/S4-2" MECHANICAL CONTRACTOR 0 DETAIL (TYP. TYP. @ @FOUR CORNERS) PERIMETER 16' 2" @ 12" O.C. r ILL / OF CURB - - PROVIDE L 4x4x33/" HEADER TYP. Q -- ---- BELOW ALL CURBS, TYP. oc ,C 3 ' ; 54 2 a " 1 r P- TYP--1/ 4 11 i li i EXISTING BAR JOIST � ^' COMPONENT & CLADDING WIND LOADS BASIC WIND SPEED= 120 M.P.H. MEAN ROOF HEIGHT= 35.00 FT. ZONE WIND AREA (S.F.) DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 1 10 11.0 -27.2 1 20 10.5 -26.5 1 50 10.5 -25.6 1 100 10.5 -24.9 2 10 11.0 -45.7 2 20 10.5 -40.7 2 50 10.5 -34.3 2 100 10.5 -29.5 3 10 11.0 -68.7 3 20 10.5 -56.9 3 50 10.5 -41.3 3 1 100 10.5 -29.5 I I I I I I I I I I I I I < ilii COPE HORIZONTAL ANGLE LEG TO FIT TIGHT AGAINST EXISTING JOIST CHORD - JOIST REINFORCING � SEE DETAIL ABOVE U O h � 11 I IIII IIII WHERE NEW ANGLE � I I I I I I I I I I INTERSECTS BAR JOIST 11 ilii PER DETAIL "1/S4.03" (TYP. @ FOUR Q I I I I I I I I I I I a CORNERS) 0 O I 4OPENING SIZES TO BE DETERMINED BY ^ b'-0" MAX. U OTHE MECHANICAL CONTRACTOR FOR EACH UNIT a ® I JOIST SPACING = 6-0" MAX. C 0 2 PLAN VIEW R.T.U. SUPPORT FRAMING SECTION R.T.U. SUPPORT FRAMING4-0 a a SCALE: %a" = 1'-0" %4' = 1'-0" � 54-2 54-2 SCALE: 0 v j a-+ a a 1 s1 4 10 27.2 -29.5 4 20 25.9 -28.2 4 50 24.4 -26.7 t 4 100 23.1 -25.4 5 10 27.2 -36,4 5 20 25.9 -34.0 5 50 24.4 -30.8 5 100 23.1 -28.2 * END ZONE a 20 FT 2" MAX. i sCIS x .2 (U.N.O.) i 0 C6x8.2 (U.N.O.) I i I I i I I WF BEAM OR CHANNELT-- cc I I I. PER PLAN, TYP. I' , - - - - - ,.+ I I SECTION "All a I I L J r - - 4-- -- -- - -- -- - - -- _ I _ _ - - _ - '�KA OPENING 25" TO 60" MAX. __ OPENING 24" MAX. METAt DECK L 3"x3"xy4' @EACH SIDE OPENING � E PLAN EXTEND L's AS O L's cc COMPONENT & CLADDING: WIND PRESSURES PER FLORIDA BUILDING CODeE P P. REQ'DFO G WF BEAM PER -/P R SHOWN, N LAN TY R OPENING WHERE • ONLY ONE VERT. LEG OF DECK IS " NOTE: FRAMING TO BE FURNISHED AND INSTALLED WITH STRUCTURAL CUT � S4-22SCALE: N.T.S. STEEL. INSTALL %6" PLATE CLOSURE AS REQUIRED. TYP. [~[ G 4 LARGE REIN FORED DECK OPENING DETAILS S4-2 SCALE: Ya" = 1'-0" U .0 FIE A 44 Or OF .� PANEL POINT PANE POINT CL OF CONCENTRATED LOAD ON ROOF NOTE: ONLY 2 LOADS TOTAL MAY (OVER 100# BUT NOT TO EXCEED 400#) ( •- 9" SQ, 3 MAX, OF 2 LOADS PER JOIST. 6" BE APPLIED TO ONE JOIST. I 0. i MAX. 4 MIN. III %g" FILLET WELD x Y2" LONG - PERrPLAN CK O @ 6" O.C. MAX., TYP. i W - I I I a (z) L tYz"x1:°2\X3/ , ! ----- ------------------ .0 ' rh OF CONCENTRATED LOAD ON ROOF L. I I I I I I I 1 I (OVER 100# BUT NOT TO EXCEED 400#) 0 MAX. OF 2 LOADS PER JOIST. Ll 0 12 GA. STRENGTHENING ++ PLATE f� 4 OF CL OF OF ou k; SMALL RE I N FO RED PANEL POINT PANEL POINT PANEL POINT U U 5 DECK OPENING DETAIL 6a JOIST REINFORCING S4 SCALE: %a" = 1'-0" S4-2SCALE: Ya" = 1' r 1FA d FFC 4+ F rr 3 00p L II lA L, F- W C .5 to Q 423 South Keller Road #20 Orlando, Florida 32810 Phone . .. . . . ........... 407-660-27E Fax....................407-875-327 Website ........www.scottarchitects.coi License Number ....... SL#AAC00115 @ Copyright 2006 The Scott Partnership Architecture, h All Rights Reserved Worldwide - CONSULTANT STRUCTURAL CONCEPTS & UESIGart' 405 DOUGLAS AVENUE, SUITE 130 ALTAMONTE SPRINGS, FL 3271, TEL 407/774-302 FAX 407/682-2381 www.structuralconcepts-design.cor FLORIDA C.O.A. NO. 2719 PROJECT TITLE SEAL Robert C. Scro&ins, P.E. FL Registration No. 56158 INFO REVISIONS # DATE I DESCRIPTION DRAWN BY: TLA CHECKED BY: RCE DATE: -� 2007 JUNE 29 w SHEET # z 41 O 4• m STRUCTURAL SFrTInNS I nFTAII S 00 4-1 j _ p lY d a & 5'-0" MAX. 2'-0" MIN. 2'-0" MAX. 3 /a„ PUDDLE WELD ®j O -- ----- - - - - -- ---- ------------___.- REQ'D@EACH RID ,.. C) I BENT PLATE 0 ,I I"n 1 X'0 x6 (LLV) P 9 I 'I r -- - -- -- - r I• .I ; � ', i. I I .; . i. .. Y16 - - - - - - - i- -- - '1 '14 I., . � . .I • L.• �. I I _ I I L - METAL DECK - J o - "V I � PER PLAN 3f6f tA VON - - - OPEN * END ZONE a 20 FT 2" MAX. i sCIS x .2 (U.N.O.) i 0 C6x8.2 (U.N.O.) I i I I i I I WF BEAM OR CHANNELT-- cc I I I. PER PLAN, TYP. I' , - - - - - ,.+ I I SECTION "All a I I L J r - - 4-- -- -- - -- -- - - -- _ I _ _ - - _ - '�KA OPENING 25" TO 60" MAX. __ OPENING 24" MAX. METAt DECK L 3"x3"xy4' @EACH SIDE OPENING � E PLAN EXTEND L's AS O L's cc COMPONENT & CLADDING: WIND PRESSURES PER FLORIDA BUILDING CODeE P P. REQ'DFO G WF BEAM PER -/P R SHOWN, N LAN TY R OPENING WHERE • ONLY ONE VERT. LEG OF DECK IS " NOTE: FRAMING TO BE FURNISHED AND INSTALLED WITH STRUCTURAL CUT � S4-22SCALE: N.T.S. STEEL. INSTALL %6" PLATE CLOSURE AS REQUIRED. TYP. [~[ G 4 LARGE REIN FORED DECK OPENING DETAILS S4-2 SCALE: Ya" = 1'-0" U .0 FIE A 44 Or OF .� PANEL POINT PANE POINT CL OF CONCENTRATED LOAD ON ROOF NOTE: ONLY 2 LOADS TOTAL MAY (OVER 100# BUT NOT TO EXCEED 400#) ( •- 9" SQ, 3 MAX, OF 2 LOADS PER JOIST. 6" BE APPLIED TO ONE JOIST. I 0. i MAX. 4 MIN. III %g" FILLET WELD x Y2" LONG - PERrPLAN CK O @ 6" O.C. MAX., TYP. i W - I I I a (z) L tYz"x1:°2\X3/ , ! ----- ------------------ .0 ' rh OF CONCENTRATED LOAD ON ROOF L. I I I I I I I 1 I (OVER 100# BUT NOT TO EXCEED 400#) 0 MAX. OF 2 LOADS PER JOIST. Ll 0 12 GA. STRENGTHENING ++ PLATE f� 4 OF CL OF OF ou k; SMALL RE I N FO RED PANEL POINT PANEL POINT PANEL POINT U U 5 DECK OPENING DETAIL 6a JOIST REINFORCING S4 SCALE: %a" = 1'-0" S4-2SCALE: Ya" = 1' r 1FA d FFC 4+ F rr 3 00p L II lA L, F- W C .5 to Q 423 South Keller Road #20 Orlando, Florida 32810 Phone . .. . . . ........... 407-660-27E Fax....................407-875-327 Website ........www.scottarchitects.coi License Number ....... SL#AAC00115 @ Copyright 2006 The Scott Partnership Architecture, h All Rights Reserved Worldwide - CONSULTANT STRUCTURAL CONCEPTS & UESIGart' 405 DOUGLAS AVENUE, SUITE 130 ALTAMONTE SPRINGS, FL 3271, TEL 407/774-302 FAX 407/682-2381 www.structuralconcepts-design.cor FLORIDA C.O.A. NO. 2719 PROJECT TITLE SEAL Robert C. Scro&ins, P.E. FL Registration No. 56158 INFO REVISIONS # DATE I DESCRIPTION DRAWN BY: TLA CHECKED BY: RCE DATE: -� 2007 JUNE 29 w SHEET # z 41 O 4• m STRUCTURAL SFrTInNS I nFTAII S 00 4-1 j _ p lY d a & JOB NUMBER: 07-057.1( V j1 C) 0 0 I"n 1 Q o - JOB NUMBER: 07-057.1( 0 0 rn c cc � 0 o c cF=tea o8 N8 a� a� cc o B >1a) c � � B E -0 X 9) cryo v5 a) - -0 E1u 0r 4 c C: 3 to 0 N >Q E T i L � C � C � U O d N A o CvQ N -2- Q - C `a 4) a o tw m t5 to msr� 0 O N C 3Y= m a w 0 cs a c E L Uca ftx � O .2 L1 c O b Im C C (0 N -0 O UO C O E O � C N C � � O 0 U `� C cC C N 'w G N O (D N to O IL 2 C cn C O :3 ryy O 41 C -C, ._ O C 8 � a 0 C --• U � � c .0 O �? ;s. U T3 O C3. iz3 "U C— is 4 4) IV C/ >0 z -> CO g?. o w LSO'1. E 0�� Sao E E �- ' :r_ uc .c as Q .) . a. ca .0 E� ;-0 0 0(y) (D c � � o c o p > y 0- 3: i i O L O Eo�c� =p +. 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CONSULTANT STRUCTURAL CONCEPTS �C DESIGN 405 DOUGLAS AVENUE, SUITE 130, ALTAMONTE SPRINGS, FL 3271, TEL 407/774-3021 FAX 407/682-2381 www. structuralconcepts-design.con FLORIDA C.O.A. NO. 2719 PROJECT TITLE SEAL V i Robert C. Scrog�ns, P.E. FL Registration No. 56158 INFO REVISIONS # DATE I DESCRIPTION DRAWN BY: TLA CHECKED BY: RCE DATE: 2007 JUNE 25 SHEET # STRUCTURAL SECTIONS & DETAILS JOB NUMBER. 07-057.1( 0 0 � ca c — o c o Ep d U U) O N O CS H C m O N C N 7 U E -0 C C O O Cn U N a) E -6-0 C o N >Q E a> Q T � _ @ c O m � D C � L U 2 � � Q (D �.0 M w O U � O N —U) coo m U F - co :2 D L N C t N O cn (D C E CO (1)s IM m CO 0 Q. U O C c tC N C rn E N 0 O c 0 cei � J A, ca '0 � r IL -lwi F--' a W (A a 7 CDY. cn �U E t o 12, v 4- CR1 z M ti >.('� r .E 491 .I .S 0,q� 'O L E N 1 CU ^n C J U w (� 13 4 L -F+ .0 (C A �(4 +2 p N C) ,q Cn . ) Can"f F- W .6 »rly L7 O O C O N C M.. O O C Vi o c °c T ry 0 0 U)xo C r 0 c o C � C C ca E W CD - E aa) as = o C C E o ID m v C C N U N(D N N N .0 2 U a .0 U 7 -0 N 8 0 s 0 w 0 o c > t rn F' -r-co 0 n N 04 15- r CL b 0-2 2 E c -o Z 0 — -° _ C E 0 w rn 'fino -p 0 o W 0 c M Ea��- -C 0— n w D a) U rV Z > �— O z 0 C ca U `U- LU C cc C N a) tH O Ln -0 0 w 0 aci ns m o 0 E' L O 0 N '4 .0 E L:L Y C (C .0 O — C L n N 0 tq C� .. C 2 7 r O C ` N C 0 `0 .2 crt J V v O m = O C L C C C N �.' C a> Q 0 LE o U 3i Q 423 South Keller Road #20 Orlando, Florida 32810 Phone .................407-660-27E Fax....................407-875-327 Website ........www.scottarchitects.coi License Number.. . ..... SL#AAC00115 B Copyright 2006 The Scott Partnership Architecture, li All Rights Reserved Worldwide. CONSULTANT STRUCTURAL CONCEPTS DESIGN, 405 DOUGLAS AVENUE, SUITE 130 ALTAMONTE SPRINGS, FL 3271, TEL 407/774-302 FAX 407/682-2381 www.structuralconcepts-design.con FLORIDA C.O.A. NO. 2719 PROJECT TITLE _ SEAL Robert C. Scroi 'ns. P.E. FL Registration N . 56158 INFO REVISIONS -- # DATE DESCRIPTION DRAWN BY: TLA CHECKED BY: RC1< DATE : 2007 JUNE 25 r u SHEET # i 7 STRUCTURAL SECTIONS & DETAILS -- -- -- - L wi Z ra. µw 'r. , 'A�. 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CL r) Y s C 411 C O y N c 20 c �c In a) In ( L w -S-9 CL U 0 O C CL N N C W O'Q O 4a i U %A C N O C �p N a3 C a) ,0 E 7 u �L U O C C O) �-2 a` tl 0 00 Q i e'r= T1117C nrn 171 AA1 T/n TUBE PER PLAN, TYP. T.O. STEEL EL. 143'-10" -ENGINEERED LIGHT JGE METAL FRAMING ONNECTIONS, TYP. DECK BRC',. @ "A.4" EL, 327-6Y2" Allk T.O. STEEL EL. 126_6', CONT. 3"x3"xY. ° CONT. DECK BRG, EL. 119'-6" B.O. SOFFIT., EL. 7 i 8'-0" EL TUBE PER PLAN NT. ALONG RADIUS, TYP. B.O. STEEL EL. 114'4' Allk T.O. STEEL EL. 108'-6" T.O. SLAB EL. 100'-0" f rrl TI IRI-nrn nl lkI T/ 1 TYPICAL SECTION @ STOREFRONT 2 S5'3 SCALE: Y2" = i'-0" _ T.O.STEEL EL. 143'-10" INEERED LIGHT KETAL FRAMING ECTIONS, TYP. DECK BRG. @ "A.4" EL. 127-6Y" T.O. STEEL EL. 126'-6" T. "x%4" CONT. DECK BRG. EL. 119'-6" B.O. SOFFIT EL. 118'-0" i )BE PER PLAN kLONG RADIUS, TYP. B.O. STEEL EL. 114'-0" T.O. STEEL EL. 108'-6" T.O. SLAB EL. 100'-0" STOREFRONT SECTION a) COLUMN GRIDS 112.411 AND 112.611 SCALE: Y2" = 1'-0" o 423 South Keller Road #20 j Orlando, Florida 32810 4j Phone ................. 407-660-27E 4+ Fax....................407-875-327 Website ........www.scottarchitects.coi License Number ........ SL#AAC0011fr © copyright 2006 The Scott Partnership Architecture, li UU All Rights Reserved Worldwide. C 'CJ CONSULTANT 0 U & MIG,N M 405 DOUGLAS AVENUE, SUITE 130. ALTAMONTE SPRINGS, FL 3271 41 TEL 407/774-3021 L FAX 407/682-2381 /0 d. 'i"' www.structuralconcepts-design.cor FLORIDA C.O.A. NO. 2719 U PROJECT TITLE ■0 11 4j� I V1 n�. W 1A H OU I 0 4j 0 0, 1A Q 1A j 0 C SEAL U 1 { Robert C. Scroggins, P.E. nQ FL Registration No. 56158 W Ic 40 INFO REVISIONS NbG # DATE DESCRIPTION to L tii � O C W C DRAWN BY: TLA {� F HECKED BY : RCE ATE : 2007 JUNE Z 0 UJ SHEET # O Om STRUCTURAL SECTIONS & DETAIL° W to.._..�.._.�._..��.__�..��� �..� ,..... ID -OR t r 0 1 d JOB NUMBER: 07-057.14 A R C H I T E C TIC w I N T E 10 ' G R A P 1 P A N I N C w .L ,N o 423 South Keller Road #20 j Orlando, Florida 32810 4j Phone ................. 407-660-27E 4+ Fax....................407-875-327 Website ........www.scottarchitects.coi License Number ........ SL#AAC0011fr © copyright 2006 The Scott Partnership Architecture, li UU All Rights Reserved Worldwide. C 'CJ CONSULTANT 0 U & MIG,N M 405 DOUGLAS AVENUE, SUITE 130. ALTAMONTE SPRINGS, FL 3271 41 TEL 407/774-3021 L FAX 407/682-2381 /0 d. 'i"' www.structuralconcepts-design.cor FLORIDA C.O.A. NO. 2719 U PROJECT TITLE ■0 11 4j� I V1 n�. W 1A H OU I 0 4j 0 0, 1A Q 1A j 0 C SEAL U 1 { Robert C. Scroggins, P.E. nQ FL Registration No. 56158 W Ic 40 INFO REVISIONS NbG # DATE DESCRIPTION to L tii � O C W C DRAWN BY: TLA {� F HECKED BY : RCE ATE : 2007 JUNE Z 0 UJ SHEET # O Om STRUCTURAL SECTIONS & DETAIL° W to.._..�.._.�._..��.__�..��� �..� ,..... ID -OR t r 0 1 d JOB NUMBER: 07-057.14 yC Q1 N o y fC Cho •= _ IS M y o u �o �.?co Q) C c to Ma 0 N `C�w o'� o •c o c"a�ycoi O C1 0 w QED � c�� o_ 0 a C o c — <0.1 .0.• •y CL 0) 7 Cry Q, 13 C a��od it to E 0��� .2- "a a rn N > C W o O o C,Q �no�c wwE'm of `o _ o d v 'D O O C y • Q O y O O C s � c .E E�� oA ,O 20 >oa� c 5 Cc - 0 aS 04-0 = a,c$z C Mr - 0 c y Q U Cc a E U E (a'00 a O O C N `'yy~ tQ C y 7 C E C E' C o 3 N E O O N aOr L to ". CO � O .0 N Q U rm Q f0 t M a N L O O — c o U y = O N •O 7 _ :E 'a U ~ r- 0 C fC ,� O O + L O U C +0 .O U � o,�i3� O O i- E C l� O O 0- c`• E� v y E 0 ct 0� U1 lE l— y C = N c N oc w is o uyi p U 0. n wciu� •s ti4 y c CL 3as L � trm U 2-4 .0 M *� n c c a Q . �C o ca N Ccc 0 O Eo. LO E V o c -a L ,N Ci U o�.S o "' r- 0 c o o.�a� .y •C 3 y c a � N 0 ED O N 0=t -C O O s 7 M 'O fC 7 07gt o V H d ? -0o�t -�.. pr- 'r - CLc C = a0 c IC y U y 7 r fun) E0 c ° L c < C O O, O sma.0 C C y d C L l-- y w O O-0— a) V -0 .r.. N Q_•1 a) Ql N w iZ 8 SEE CIVIL DRAWING EXACT 2" LOCATION OF PIPING CONNECTI( SPRINKLER RISER WITH ALL'l " 1 %"WWI. — APPURENTANCES INCLUDING ALARM CHECK VALVE WITH WATER MOTOR ALARM BELL. VERIFY SIZE REQUIRED. MECHANICAL PLAN Scale: 1/8" =1'-0" 3" DIAMETER BELOW SIDEWALK TO DAYLIGHT ON TO PAVEMENT 0/— 3" DIAMETER BELOW SIDEWALK TO DAYLIGHT ON TO PAVEMENT AVIL DRAWING EXACT TION OF PIPING CONNECTIONS. 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........ www.scoffarchitects.com License Number ........ SL#AAC001155 ® Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT • NGINEERING 423 S. Keller Road, Suite #250 Orlando, Florida 32810 p. 407.660.4599 f. 407.660.4553 www.eliteengineering.us Certificate of Authorization #27355 PROJECT TITLE W 1 H BLDG DEPT COMMENTS U' o s o 0= o Z ARCHITECTURE LL z DRAWN BY: SMW CHECKED BY: NA DATE: 29 JUNE 2007 Q W I N T E R 1 0 R S G R A P HI C S P L A N N I N G 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........ www.scoffarchitects.com License Number ........ SL#AAC001155 ® Copyright 2006 The Scott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT • NGINEERING 423 S. Keller Road, Suite #250 Orlando, Florida 32810 p. 407.660.4599 f. 407.660.4553 www.eliteengineering.us Certificate of Authorization #27355 PROJECT TITLE W 1 H BLDG DEPT COMMENTS U' o s o 0= o Z LL z DRAWN BY: SMW CHECKED BY: NA DATE: 29 JUNE 2007 Q W SEAL NAVWVAF A. AHMA LICENSE # PEi609 STATE F FLORIDA INFO REVISIONS # DATE DESCRIPTION 1 11/19/07 BLDG DEPT COMMENTS DRAWN BY: SMW CHECKED BY: NA DATE: 29 JUNE 2007 f m m F3 o c O W m m c m o N m 0-0 a) 3 M Q- �oiv� =� CD a) m m �> o Q-0 y M o m o o m 0 0 M.0 r c o 3 of0m10 a) Qo �. m U 'C f '2 = aEo C tm a w U .2- m o � -2 c p - o rnm .a a > O Q> Cr - 2 E m m m0 r �cp m 3 > `o co o cL o c m m 3 m m m L 1� c m to 0 M G c E crn 0 m o 0 8 So L m Cr N 0- m 0 mE m- :3w a p m E oo m :5 C c CD CD 21 CEOs o�'v� � _0 m >a2d C L m C M m D � 7 c o *• o c m C O "M CL N t 0 U C cvmmm E tav0d o m t= IUD LCa c r ~ s m wc�ma 3cEa� E3c3,� o p m E : y� mom 0 ry Q U C -LX mm c LornE 0:5 }+ rq C -0 C to M (L0o€ _ a 'M (1) �n�wm m o 0 H v c m cp m :c O U L U a> �OQa w off.$ 0 3 m oM o o0- E� x)00 m c m wF- CD --u2- c3mr CD m W- E m T m � L td 00 c CL a �m(D'E 10EL c= m E `.r U � -0 M CL w.0 cQ .AML ca m D E2 > M min can M 2 E EL Lco o Q -0 cmU)m �mcn U a Noc,s p O C a U CD c m 0 IN C L_ lD 0 mss c U N m m v o m m CLU U c>a (D t CD m m N�jto ro c2La`0 -0 0. Lo 0 V L mem J_ a c c ID and o M p-. (n IrD ��� N w - C m m M -.0- m += V m t > U) N CL 8 MECHANICAL GENERAL NOTES 1. INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORKAND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 2. ALL SUPPLY AND RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30135 MASTIC OR EQUAL. NOTE: ALL SUPPLY AND RETURN AIR DUCTS 5-0" AND GREATER FROM THE ROOFTOP UNIT MAY BE; AT OWNER'S OPTION, MINIMUM R-6 RIGID FIBERGLASS DUCT BOARD. OWNER SHALL SUBMIT A LETTER TO ENGINEER TO AUTHORIZE THE USE OF FIBERGLASS DUCT BOARD. FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM. COMPLY WITH UL 181. PROVIDE 1"THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH SECTION 603 OF THE FLORIDA BUILDING CODE MECHANICAL 2004 & FLORIDA BUILDING CODE 2005 SUPPLEMENT. 4. ROOF TOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING. ALL TRANSFER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON MECHANICAL DRAWINGS. 5. PROVIDE ALL ROOF TOP UNITS WITH MANUFACTURERS RECOMMENDED SERVICE AREA CLEARANCES AND ELECTRICAL CONVENIENCE OUTLETS. 6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. SEE STRUCTURAL DRAWING(S) FOR DETAIL(S) /CONSULT WITH BUILDING STRUCTURAL ENGINEER. 7. FAN CONTROL SHUTDOWN DEVICE SHALL BE LOCATED IN THE SUPPLY AIR PRIOR TO MIXING W/ FRESH AIR. UNITS WITH 2000 CFM OR LESS MAY USE A FIRESTAT INSTEAD OF SMOKE DETECTOR. 8. SMOKE DETECTORS SHALL BE INSTALLED IN SUPPLY AIR SYSTEM WITH A DESIGN CAPACITY GREATER THAN 2000 CFM IN THE SUPPLY AIR DUCT. WHERE MULTIPLE AIR HANDLING SYSTEMS SHARE A COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM, THE RETURN AIR AND SUPPLY AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS. SMOKE DETECTORS SHALL BE INSTALLED, TESTED AND MAINTAINED IN ACCORDANCE W/ NFPA 72 "NATIONAL FIRE ALARM CODE". SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTRUCTIONS AND SHALL BE ACCESSIBLE FOR CLEANING BY PROVIDING ACCESS DOOR OR PANEL IN ACCORDANCE WITH NFPA 9DA "STANDARD FOR INSTALLATION OF AIR-CONDITIONING & VENTILATING SYSTEMS". NOTE: DUCT SMOKE DETECTORS SHOULD BE LOCATED IN THE ZONE BETWEEN 6 AND 10 DUCT -EQUIVALENT DIAMETERS OF STRAIT AND UNINTERRUPTED RUN. 9. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 10. DUCTWORK INSULATION SHALL BE 1-1/2" FOIL FACED FIBERGLASS DUCT WRAP. 11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. 12. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. 13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 14. IN OCCUPANCIES REQUIRED TO BE EQUIPPED W/ A FIRE ALARM SYSTEM, THE DUCT SMOKE DETECTORS SHALL BE CONNECTED TO THE FIRE ALARM PANEL. THE ACTUATION OF A SMOKE DUCT DETECTOR SHALL ACTIVATE A VISIBLE & AUDIBLE SUPERVISORY SIGNAL AT A CONSTANTLY ATTENDED LOCATION. (SUPERVISORY SIGNAL AT A CONSTANTLY ATTENDED LOCATION IS NOT REQUIRED WHERE THE DUCT SMOKE DETECTOR ACTIVATES THE BUILDING FIRE ALARM INDICATING APPLIANCES.)THE SMOKE DETECTOR(S) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR, WIRED BY THE ELECTRICAL OR FIRE ALARM CONTRACTOR. IN OCCUPANCIES NOT REQUIRED TO BE EQUIPPED WITH A FIRE ALARM SYSTEM, ACTUATION OF A SMOKE DETECTOR SHALL ACTIVATE A VISIBLE & AUTABLE SIGNAL IN AN APPROVED LOCATION. WHERE IN DUCT SMOKE DETECTORS ARE INSTALLED IN A CONCEALED LOCATIONS MORE THAN 10FTABOVE FINISHED FLOOR OR IN ARRANGEMENTS WHERE THE DETECTORS ALARM OR SUPERVISORY INDICATOR IS NOT VISIBLE TO RESPONDING PERSONNEL, THE DETECTORS SHALL BE PROVIDED WITH REMOTE ALARM OR SUPERVISORY INDICATION IN A LOCATION ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. A REMOTE SUPERVISORY INDICATORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION AND SHALL BE CLEARLY LABELED TO INDICATE BOTH THEIR FUNCTION AND THE AIR-HANDLING/RTU UNIT(S) ASSOCIATED WITH EACH DETECTOR. 15. ALL SUPPLY AIR DIFFUSERS SHALL BE 4 -WAY THROW UNLESS OTHERWISE NOTED. 16. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 17. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. INSTALLATION OF THE EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. 18. VERIFY VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. 19. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE ROOFTOP UNIT. SLOPE CONDENSATE LINES 1/8" PER FOOT. CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING ON ROOF SHALL BE PROPERLY SUPPORTED. SEE "CONDENSATE PIPE SUPPORT ON ROOF" DETAIL. 20. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "FLORIDA 2004 MECHANICAL CODE & FLORIDA BUILDING CODE 2005 SUPPLEMENT. 21. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT. 22. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 23. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KA OR EQUAL, AND BE UL LISTED AND COMPLY WITH NFPA STANDARD NO.90A. 24. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. 25. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND REGISTERS TO WITHIN 10 PERCENT OF QUANTITIES SHOWN ON DRAWINGS. 26. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED. 27. CONTRACTOR SHALL PROVIDE A COPY OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. 28. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. 29. ERRORS OR OMISSIONS: WHEN THE INTENT OF ARCHITECT/ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING, OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 30. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE PLANS. TYPICAL SEQUENCE OF OPERATION THE A/C UNIT SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT. ON A CALL FOR COOLING, THE THERMOSTAT SHALL ENERGIZE THE COMPRESSOR(S) TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE THERMOSTAT SHALL ENERGIZE THE ELECTRIC HEAT IN STAGE(S) TO MAINTAIN SET POINT. SUPPLY FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. PVC WASTE LINE LENGTH TO SUIT BRASS CLEANOUT PLUG FINISHED GRADE 16" SQUARE CONCRETE PAD IN SIDEWALK TWO WAY CLEANOUT R&G SLOAN PVC PART NO. 3724 WASTE LINE 2 -WAY CLEANOUT DETAIL (COTG) SCALE:NTS REF: C -CLAMP PIPE HANGER FOR TOP ANGLE 0///- 3/8"0 ALL THREAD ROD ADJUSTABLE SWIVEL PIPE HANGER RING JOIST PIPE HANGER DETAIL SCALE:NTS REF: YCAL PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.=FLORIDA BUILDING CODE 2004 - PLUMBING. 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE. 3. ALL SANITARY PIPING SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS OTHERWISE NOTED. ALL RAIN WATER PIPING SHALL HAVE A 1/8" PER FOOT, MINIMUM, HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS. 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY -FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS - JOSAM, WATTS AND SIOUX CHIEF. 9. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 11, ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 13. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAIN PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT UNLESS PHYSICALLY IMPOSSIBLE (IE: USE OF SANITARY TEE IN A HORIZONTAL CON- NECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, IN GENERAL, USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION). 14. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TOAPPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES, 15. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 16. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES WITH LESS THAN 8" MINIMUM VERTICAL CLEARANCE, THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8" MINIMUM CLEARANCE. 17. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMERVALVE AND FITTINGS UNLESS NOTED OR SHOWN OTHERWISE. ALL P -TRAPS NOT CONNECTED TO TRAP PRIMER LINES SHALL BE DEEP SEAL. 18. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE BY THE USE OF 45" FITTINGS. 19. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 20. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. 21. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLAN. 22. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) R II TYPE L WITH WROUGHT -COPPER (ANSI 816.22), OR CAST BRASS (ANSI 816.18) PRESSURE FITTINGS AND ALLOY GRADE (ANSI -ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION 50 MGL) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. SOIL, WASTE, AND VENT PIPING SHALL BE PVC UNLESS THE AUTHORITY HAVING JURISDICTION REQUIRES CAST IRON WASTE AND VENT PIPING. 23. PROVIDE PVC PIPING: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. 24. PROVIDE CLEANOUTS AS FOLLOWS: (A) AT BASE OF EACH VERTICAL STACK INCLUDING BACK. (B) AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS (C) AT 75 FOOT INTERVALS OF HORIZONTAL RUNS. 25. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON - ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 26. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. (INC. CLEANOUTS, INCREASES, BACKWATER VALVES, ETC.) 27. FURNISH AND INSTALL HOSE BIBBS AND -OR WALL HYDRANTS 24" ABOVE FINISHED GRADE -FLOOR AND PROVIDE VACUUM BREAKERS. 28. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS AND FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 29. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 30. ALL VENTS THROUGH ROOF SHALL BE MIN. 10'-0" FROM ANY AIR INTAKES. 31. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 32. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 33. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT -ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND -OR EQUIPMENT. 34, PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLLY CONNECTIONS AS REQUIRED BY LOCAL WATER PURVEYORS. 35. ALL BELOW GRADE -SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE GRADE -SLAB. 36. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FLOOR DRAINS LOCATED WITHIN THE TOILET ROOMS. 37. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. 38. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND -OR EQUIPMENT, WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. 39. IT IS RECOMMENDED THAT A VELOCITY BETWEEN 5 AND 8 FEET PER SECOND BE MAINTAINED. 40. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE INTO SANITARY SYSTEM. 41. ERRORS OR OMISSIONS: THE INTENT OF ARCHITECT -ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT -ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT -ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT -ENGINEER WILL REQUIRE, PROVIDED THAT THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 42. PLANS AND SPECIFICATIONS: INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 43. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND MODEL NUMBERS AS CALLED FOR IN THE SPECIFICATIONS AND SCHEDULED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MANUFACTURERS OF EQUIPMENT MAY BE USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED HE MUST, AT THE TIME OF BIDDING, SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 44. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DE- LIVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 45. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. PLUMBING EQUIPMENT SCHEDULE MARK EQUIPMENT DESCRIPTION MANUFACTURER MODEL# PIPE SIZE DESCRIPTION CW HW ASTE VEN SANITARY PIPING BELOW SLAB SAN - - - -- - VENT PIPING V ------------------- COLD WATER PIPING CW 2 -WAY COTG EXTERIOR 2 -WAY CLEAN-OUT ZURN HEAVY TRAFFIC Z -1400 -HD - - SEE PLANS HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER AND TWO-WAY FITTING. SEE PLAN FOR PIPE SIZE CONNECTION. CONSULT WITH OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. RD -1 ROOF DRAIN J.R. SMITH 1015 SERIES - - SEE PLANS WITH DECK CLAMP, ALUMINUM DOME AND DRAIN RECIEVER OF -1 OVERFLOW J.R. SMITH 1070 SERIES - - SEE PLANS WITH DECK CLAMP, ALUMINUM DOME AND DRAIN RECIEVER PROVIDE PLUG FOR MAINTENANCE PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION OR EVERY 30' DRAIN LINE. SLOPE A WITH FLOW 1/8"/FTTO DRAIN GUTTER A A= FAN SUCTION PRESSURE + 1 INCH CONDENSATE DRAIN TRAP DETAIL PLUMBING LEGEND CONDENSATE MAX. TONS PIPE SIZE 2 3/4" 5 1" 30 11/4" PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION OR EVERY 30' DRAIN LINE. SLOPE A WITH FLOW 1/8"/FTTO DRAIN GUTTER A A= FAN SUCTION PRESSURE + 1 INCH CONDENSATE DRAIN TRAP DETAIL PLUMBING LEGEND DESCRIPTION ABBREV. SYMBOL NEW DUCTWORK FLEXIBLE DUCT SANITARY PIPING ABOVE SLAB SAN ❑ SANITARY PIPING BELOW SLAB SAN - - - -- - VENT PIPING V ------------------- COLD WATER PIPING CW -- - -- -HOT HOT WATER PIPING HW - - - - - HOT WATER RETURN PIPING HWR - - - - - - - - - HOT WATER BALANCING RIG TEMPERATURE SENSOR IN RETURN DUCT AIR STREAM. 6I SHUT-OFF VALVE 8"0 I N FLOOR CLEANOUT FCO -� CLEAN OUT TO GRADE COTG CONDENSATE PIPING IN-LINE OR WALL CLEAN OUT CO/NCO I HOSE BIBB HB --�- VENT THRU ROOF VTR R W TYPICAL (TYP) C 5 CAP - - - TEE UP ---Q---- TEE DOWN 900 UP A 0__ - - 900 DOWN N C - - RAINWATER LEADER ABOVE SLAB RWL RAINWATER LEADER BELOW SLAB -- -RWL- --- - OVER FLOW RAIN LEADER OFL CONNECT NEW TO EXISTING 2" COLLAR ON OVERFLOW DRAIN ONLY ROOFING ASSEMBLY SEE ARCHITECTURAL SHEETS:-\ HVAC LEGEND SYMBOL DESCRIPTION W NEW DUCTWORK FLEXIBLE DUCT 8 ❑ DUCTWORK UP THRU PLAN 0 J0 r% tw:) r- DUCTWORK TRANSITION MANUAL AIR VOLUME CONTROL DAMPER ® SUPPLY AIR DEVICE t"L Z RETURN AIR DEVICE ® EXHAUST AIR DEVICE WALL MOUNTED THERMOSTAT 0 TEMPERATURE SENSOR IN RETURN DUCT AIR STREAM. SD DUCT SMOKE DETECTOR 8"0 I N OA 300 CFM DEVICE TYPE "A" - 300 CFM - 8"0 NECK SIZE ------------ R-------------- REFRIGERATION PIPING ------------ C -------------- CONDENSATE PIPING ROOF DRAIN CAST IRON DOME. GRAVEL STOP AND MEMBRANE CLAMP TO SECURE FLASHING. ROOF DECK. -J SUMP RECEIVER. UNDERDECK CLAMP. 0 HUBLESS CAST IRON PIPE, FITTINGS, AND CONNECTORS. EXTENSION SLEEVE WITH HEIGHT 0 ALWAYS PROVIDE OFFSET OR-\ AS REQUIRED TO ACCOMMODATE 00 EXPANSION JOINT. PLUMBER STRAP ROOF ASSEMBLY THICKNESS. 0 #12 TEK SCREW SCHEDULE 40 PVC CONDENSATE PIPING PIPE INCREASER. (TYP.) SLOPE AT 2% MICRO PIPE SUPPORT ROOF MEMBRANE CEMENT CLEANOUT CAP ROOF SYSTEM L PIPE HANGER CLOSE TO JOINT TO _----------- ___.. _ _ W TAKE WEIGHT OFF R.D. r..._ .._ ._.. f. 7 INSTALL PER MANUFACTURER'S RECOMMENDATIONS. INSULATE ROOF DRAIN SUMP AND PIPE PER SPECIFICATIONS. THE CONNECTION BETWEEN ROOF AND ROOF DRAIN SHALL BE MADE WATER TIGHT BY THE USE OF APPROVED FLASHING MATERIAL. LOCATE DRAINS WHERE SHOWN ON ARCHITECTURAL PLANS -VERIFY WITH STRUCTURAL PLANS FOR ROOF LOW POINTS. COORDINATE WITH GENERAL CONTRACTOR. SEE PLANS FOR OUTLET SIZE. REFER TO ARCHITECTURAL SHEETS FOR MORE DETAIL, CONDENSATE PIPE SUPPORT ON ROOF ROOF DRAIN DETAIL SCALEATS SCALE:NTS REF: REF: ML WR SCALE: NTS 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 0 Copyright 2006 The Soott Partnership Architecture, Inc. All Rights Reserved Worldwide. 6 C7 O O W Q n_ CONSULTANT • NGINEERING 423 S. Keller Road, Suite #250 Orlando, Florida 32810 p. 407.660.4599 f. 407.660.4553 www.eliteengineering.us Certificate of Authorization #27355 PROJECT TITLE W 0 ❑ V = 0 J0 r% tw:) _j U_ 0= ARCHITECT 0 t"L Z RE W W I N T `E RI 0 R S G R W P H I C 5 P L A N N I N 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 0 Copyright 2006 The Soott Partnership Architecture, Inc. All Rights Reserved Worldwide. 6 C7 O O W Q n_ CONSULTANT • NGINEERING 423 S. Keller Road, Suite #250 Orlando, Florida 32810 p. 407.660.4599 f. 407.660.4553 www.eliteengineering.us Certificate of Authorization #27355 PROJECT TITLE W ❑ V = 0 J0 r% tw:) _j U_ 0= Z 0 t"L Z V) W W vmi r! m ro h m o Co gym€ O y a) 3 n Q- �yO� m m: �.5 $ 0 0 3 m rn>�0 —C.m c� M -0m .8 o m O 4E O ozom mai $ Q 0 � m U o A a aE o C C 0 o m o m o°gym V 0 C m c0 O v7 2 -'am a ' UD F? m 0 m m LL m E y m m v O) L W 0 y, ` 3t-0 c c m� > `a t-5; 0 Q ..EM.. o c = c m 3 3 m .0 0 cm to O w C c p E �° �o m c 0 c t € $ ° 0 M_� rCr � o m (�d O 'D $ E E at CD r=m+ 0a in C 01°0 Ems= 0 CL m�v'E r= 0— CO ` m o �0'`, S mom �0— � c� ar ASCD � � c F 3 v 0 E E m .0 0- _om:w ��N8 4 m L0 2 lil W c`� M m m m c ZE o � I.? m - Q E ts� mosso L Q00.5 U O � o. m = m = C F'O F C 'O m .02CL m d c CL $ m m t c m O 0 IR cp m m O V L U N U CO -S 0 Q d W c C 0 o E�� �ognm. EE E v� W oZIS a) -o 12 E i Bm m oav�r�' mc�r� : m ci s 0 o c m Of c (D EE m 2 CL t W �¢ cm��, ID >Ma)0 U) rn M m U)EdE 0 c CO -0 m 10 U Ods a w'C V N c a 0 m c E mcu 0 m c u0sa�� mss o mmacim CVl m m v 0 m Q U E U = m CO cQD M N -0 7 y E 0t oR2 La W m o $ a csL vmi ID t � a� 00amiti Ca r 0 oma. acq C 0 c�'mNc L to MCL References UTILIZE THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWIP SPECIFICATIONS. NEC NATIONAL ELECTRICAL CODE OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NFPA NATIONAL FIRE PROTECTION ASSOCIATION ASA AMERICAN STANDARDS ASSOCIATION IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL UNDERWRITERS' LABORATORIES, INC. IES ILLUMINATING ENGINEERING SOCIETY ICEA INSULATED CABLE ENGINEERS ASSOCIATION ASTM AMERICAN SOCIETY OF TESTING MATERIALS ETL ELECTRICAL TESTING LABORATORIES, INC. CBM CERTIFIED BALLAST MANUFACTURERS EIA ELECTRONIC INDUSTRIES ASSOCIATION SECTION 16010 GENERAL PROVISIONS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPEC'S BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO CONSIDERED A PART OF THE CONTRACT, THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, IF THE CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FIN OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS, IT IS THEIR RESPONSIBILITY TO BRING IT l ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT IMMEDIATELY. IF CONTRACTOR PROCEEDS WI - ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELE ENGINEER/ARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED_ ALL MATERIALS USED SHALL BEAR THE UNDERWRITER'S LABORATORY, INC. LABEL PROVIDED A ST HAS BEEN ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MAT SHALL CONFORM WITH THE LATEST EDITIONS (U.O.N.) OF THE LOCAL CODES AND ORDINANCES OF DEPARTMENT, THE SERVING UTILITY COMPANIES, N.F.P.A., NATIONAL ELECTRIC CODES AND ORDINAI INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, AND WHERE APPLICABLE, WILL BE LISTED UNDERWRITERS LABORATORIES INC., THE NATIONAL ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, OCCUPATIONAL SAFETY AND HEALTH ACT. THE WORKMANSHIP AND QUALITY ESTABLISHED BY THE DRAWINGS AND SPEC'S SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES. ALL EQUIPMENT SHALL BE EQUAL TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AN SHOULD ANY CHANGE TO THE DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH GOVI REGULATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO ANY SUCH W BEING EXECUTED. ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF INSPECTION AND TESTING AUTHORITIES S BE OBTAINED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHON SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE LOCAL COMPANIES WITH RESPECT TO THEIR SERVICES. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED. ALL WORK TO BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, AND BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. CERTAIN MATERIALS WILL BE PROVIDED BY OTHER TRADES. EXAMINE THE CONTRACT DOCUMENTS TO ASCERTAIN THESE REQUIREMENTS. CAREFULLY CHECK SPACE REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL CONFINES OF THE AREA TO INSURE THAT ALL MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING FINISHED SUSPENDED CEILINGS. MAKE MODIFICATIONS THERETO AS REQUIRED AND APPROVED. TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE SECTIONS IN AMPLE TIME FOR INSTALLATION. THE CONTRACTOR SHALL ORDER THE PROGRESS OF HIS WORK TO CONFORM TO THE PROGRESS OF THE WORK OF THE OTHER TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITIONS OF THE BUILDING WILL PERMIT_ ANY COST RESULTING FROM THE DEFECTIVE OF ILL—TIMED WORK PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THE CONTRACTOR. ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL PRODUCTS AND MATERIALS IN A MANNER THAT WILL PROTECT THEM FROM DAMAGE AND WEATHER. IF ITEMS ARE DAMAGED, TAKE IMMEDIATE STEPS TO OBTAIN REPLACEMENT OR REPAIR. ANY SUCH REPAIRS SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ARCHITECT/ENGINEER. CONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECT/ENGINEER UNTIL INSTALLED. STORE ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, HEATED SPACES. PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT OF THE WORK. FURNISH AND SET ALL SLEEVES FOR PASSAGE OF RACEWAYS THROUGH STRUCTURAL. MASONRY AND CONCRETE WALLS OF FLOORS AND ELSEWHERE AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH RACEWAY PASSING THROUGH BUILDING SURFACES. IF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO BE USED TO MAINTAIN AT LEAST 1" AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING WALL. GROUPS OF EQUIPMENT MAY BE MOUNTED ON ADEQUATELY SIZED STEEL ANGLES, CHANNELS, OR BARS. PREFABRICATED STEEL CHANNELS PROVIDING A HIGH DEGREE OF MOUNTING FLEXIBILITY, SUCH AS THOSE MANUFACTURED BY GLOB—STRUTT, KINDORF, AND UNISTRUT, MAY BE USED FOR MOUNTING GROUPS OF EQUIPMENT. AN ACCURATE RECORD OF ALL DEVIATIONS SHALL BE KEPT AS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT DRAWfNGS CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED. THE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER, EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES THAT OCCUR DURING THE GUARANTEE PERIOD AT NO ADDITIONAL COST TO THE OWN ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS AND SUETRADE SPECIALISTS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNERS SCHEDULE. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS E LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND AL SYSTEMS (FIRE ALARM, SECURITY ETC.) TEN (10) DAYS PRIOR TO BID DATE (TWO COPIES) FOR EN&NE APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTOR/GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO THE ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. SHOP DRAWINGS WILL ONLY BE REVIEWED TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING REVIEWS SHALL BE INVOICED AT $85.00 PER HOUR, BILLABLE TO THE SUB—CONTRACTOR, C.O.D. ALTERNATE SITE FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT—TO—POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OR WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATED FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT/ENGINEER. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER/OWNER OF THE COST OF THE REVISED WORK. ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN ENGINEER/ARCHITECT AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. ADJACENT BUILDING Electrical Lighting and Power Plan scale: 1/8"= 11 -Off Abbreviations EG EQUIPMENT GROUND IG ISOLATED GROUND WP WEATHERPROOF A/H - AHU EXISTING DEVICE TO REMAIN EC EMPTY CONDUIT EWH ELECTRIC WATER HEATER EWC ELECTRIC WATER COOLER E/F-EF EXHAUST FAN NIC AIR HANDLING UNIT ACC -CU CONDENSING UNIT RTU ROOF TOP UNIT FACP FIRE ALARM CONTROL PANEL LB LOCK BREAKER GFI GROUND FAULT INTERRUPTER TTG TELEPHONE TERMINAL CABINET NL NIGHT LIGHT PC PULL CHAIN C/T CURRENTTRANSFORMER EX EXISTING DEVICE TO REMAIN AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE U.O.N. UNLESS OTHERWISE NOTED N.T.S. NOT TO SCALE NIC NOT IN CONTRACT TYR TYPICAL VTC VIA TIME CLOCK FAA FIRE ALARM ANNUNCIATOR Electrica Svmbol Leaend DUPLEX RECEPT., 20 -AMP, 120 -VOLT, GROUND TYPE, HORIZONTAL MOUNT 1�J JUNCTION BOX CONDUIT Power Plan Notes: p1 JUNCTION BOX FOR EXTERIOR TENANT SIGNAGE. VERIFI IN THE FIELD WITH SIGN INSTALLER. PROVIDE DISCONNECT PER N.E.C. CONDUCTORS SHALL BE #8 AWG. P2 PROVIDE TWO (2) 4" CONDUITS WITH PULL CORD FROM TELEPHONE TERMINAL CABINET. STUB -UP 2'-0" A.F.F., CAP AND LABEL. P3 PROVIDE FOUR (4) SETS 3" EMPTY CONDUIT WITH PULL STRING, FROM 2771480V TRANS. TO WITHIN 5' +/- OF BUILDING FOR FUTURE DISCONNECT. P4 PROVIDE 3/4' CONDUIT WITH PULL CORD AND STUB IN CEILING/JOIST SPACE FOR CONNECTION TO FUTURE PANEL. CAP AND LABEL. (FOR FUTURE ROOF TOP RECEPTACLE). P5 PROVIDE 1-1/2" CONDUIT WITH PULL CORD AND STUB IN CEILINGIJOIST SPACE FOR CONNECTION TO FUTURE PANEL. CAP AND LABEL. (FOR FUTURE RTU DISCONNECT). Lighting Plan Notes: L7 FIXTURE WITH PULL STRING FOR FUTURE CONNECTION TO FUTURE TENANT PANEL, AT TIME OF TENANT IMPROVEMENT. Lighting Notes: 1. ALL FIXTURES ARE TO BE LOCATED PER THE ARCHITECTS REFLECTED CEILING PLAN, RETAILS AND EXTERIOR ELEVATIONS, VERIFY MOUNTING HIGHTS. I U I ELEF'I.1UNE UTILITY CONNECTION POINT FUTURE XXXA SERI DISCONNECT T SWITCH Ny Main Disconect Diaaram Lighting Fixture Schedule PW TYPE SYMBOL MFG CATALOG NUMBER VOLTAGE1 LAMPS MOUNTING NOTES M o Lithonia TWAC 100M 277 DMB LP1 277 (1)1DOW M.H. SURFACE oc N Q Juno M8 -100 -8842 -WH 277 (1)1DOW M.H. ED -17 RECESSED S 0 Lumux LEG/DM/B/2771PL2X26 277 (2) 26W PLC SCONCE W ❑ Lithonia WST 2/DTT FT 277 ELDW DBLB 277 (2) 26W DTT SURFACE P 14 i THE ABOVE SCHEDULE IS BASED ON PERFORMANCE AND IS DESIGNED AROUND SPECIFIC CRITERIA. ALL ALTERNATE SELECTIONS MUST BE SUBMITTED FOR PRIOR APPROVAL TEN (10) BUSINESS DAYS PRIOR TO BID DAY. GENERAL NOTES: N N 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE LAMPS AND ELECTRONIC BALLASTS. CONNECTED AHEAD OF LOCAL SWITCHES. UNLESS OTHERWISE NOTED. 2. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR ALL FIXTURES. 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR APPROVAL, SEE SPECIFICATIONS. 3. PROVIDE .125 MIN. THICK LENSES FOR FLUORESCENT FIXTURES. 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 Copyright 20% The Soott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT s NGINEERING 423 S. Keller Road, Suite #250 Orlando, Florida 32810 p. 407.660.4599 f. 407.660.4553 www.eliteengineering.us Certificate of Authorization #27355 PROJECT TITLE PW W DESCRIPTION Q a (D 0 -17 o LL ARCHITECT 0 = oc Z O LL Z ♦♦F... V, I PJ T- E R:' 1 0 fi R A P 14 i P L A N N l 423 South Keller Road #200 Orlando, Florida 32810 Phone ................. 407-660-2766 Fax....................407-875-3276 Website ........www.scottarchitects.com License Number ........ SL#AAC001155 Copyright 20% The Soott Partnership Architecture, Inc. All Rights Reserved Worldwide. CONSULTANT s NGINEERING 423 S. Keller Road, Suite #250 Orlando, Florida 32810 p. 407.660.4599 f. 407.660.4553 www.eliteengineering.us Certificate of Authorization #27355 PROJECT TITLE # W DESCRIPTION Q a (D 0 -17 o LL O 0 = oc Z O LL Z ♦♦F... V, W INFO REVISIONS # DATE DESCRIPTION DRAWN BY : DMT CHECKED BY: NA DATE: 29 JUNE 2007 Electrical Power & Lighting Plan c L a JOB NUMBER: 04007041 do