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HomeMy WebLinkAbout815 W 13 St (rev) (a) (2)- = r SUBMITTAL PERMIT #09-1559 DATE July 13, 2010 PROJECT ADDRESS 815 W. 13th Street, Sanford, FL 32771 CONTRACTOR Wharton -Smith, Inc. PHONE # 407-268-3327 FAX 4407-268-3258 CONTACT PERSON Jennifer Annan DESCRIPTION OF REVISION #08410-004, #08910-005 - Curtainwall Submittals UTILITY DEPT FIRE PREVENTION PLANNING BUILDING" 7� Lake Monroe, FL 32747-1028 Phone (407) 321-8410 Fax (407) 829-4453 www.whartonsmith.com Wharton -Smith, Inc cua-rrauc"rroc1' CROUP TO: City of Sanford, Florida City Hall 300 North Park Avenue Sanford, FL 32771 Phone: (407) 688-5070 Fax: (407) 688-5071 TRANSMITTAL No. 00700 Dated: July 14, 2010 JOB #: 09-042 PROJECT: Sanford Public Safety Building REF: Storefront 8r Curtain Wall Submittals ATTN: Building Department SUBMITTED: As Requested SENT VIA: Hand Delivery SUBMITTALS ITEM NO. COPIES DATE NUMBER REV. NO. SUBMITTAL TITLE 2 04/01/10 08410-004 001 Delegated Design Calculations 2 04/01/10 08910-005 001 Delegated -Design Submittal Remarks: Accepted: cc: File WSI Transmittal Form (r U_01a) STATUS APP APP Signed: Q4Ak9Av6,' Je ife nnan fob �1 Y EAVINEER//VG, PA. .......... 1335 l#1. Cass Street STRUCTURAL CALCULATIONS FOR STOREFRONT/CURTAINWALL SYSTEM FOR SANFORD PUBLIC SAFETY COMPLEX Sanford, Florida MARCH 2010 Tampa, FL 33606 (813) 251-9244 Fax: 251-9330 Iw111bmt1 my -engem civil MECHANICAL STRUCTURAL BUILDING DESIGN .......... O Reviewed for conformance with design intent expressed i in the Contract Documents. Review does not relieve contractors of any contractual obligations. i D Resubmittal required. j O Non -Conforming: Owner may authorize use of alter - i nat products, materials, or assemblies. Informational Submittal not requiring Architect's action. I Architect's Design Group, Inc. P. 0. Box 1210. 333 N. Knowles Ave. Winter Park, FL 32790 By: Tel: 407.647.1706 Fax: 407.645.5525 Date: 63 0 • City Glass $ Mirror, Inc. 4200 49th Street N. St. Petersburg FL 33709 727-522-9453 5 4T ( -I `Elizabeth A. Broadway Professional Engineer Florida Registration No. 38558 BROADWAYENG/NEER/NG.,, Customer: G 11-y G.l_l+.rs�,, 1335 K Cess SL Tempa, R 33606 Description: 5411 �v c�1 I�L1 BL l L 5 6,� 1-y (6131251-9244 Fax -18131251-9330 DESIGN LOADS - ASCE 7-05 WIND VELOCITY = 150 mph EXPOSURE CATEGORY - C BUILDING CATEGORY - II IMPORTANCE FACTOR = 1.0 SEE PROJECT DOCUMENTS FOR WIND LOADS CALCULATE FASTENING OF STOREFRONT SYSTEM INTO CONCRETE W max := 60.7 psf (FROM PROJECT DOCUMENTS) MAX. PANEL WIDTH = 5'-6" MAX. WINDOW SIZE = 12'-8" x 8'-3" MAX. LOAD TO EACH SIDE OF MULLION,8.25 5.5 w'- w max'— — 2 2 w = 688.566 Ib V ult :=1604 Ib (FOR 1/4" � TAPCONS, FROM PG. 11) V a3 := V ult WITH S.F. OF 4 4 V a3 = 401 Ib V tot :=v a3.2 (FOR (2) TAPCONS) V tot = 802 Ib > 688 Ib OK Page: I of 13 Job: 3:'5. k Date: By: USE (2) 1/4" �x 1-1/4" MIN. EMBEDMENT TAPCONS @ EACH SIDE OF MULLION TO CONNECT STOREFRONT SYSTEM TO CONCRETE CALCULATE FASTENING OF CURTAINWALL SYSTEM INTO CONCRETE "'max :=52.14 psf (FROM PROJECT DOCUMENTS) MAX. PANEL WIDTH = V-0" MAX. WINDOW SIZE = 22'-9" x 12'-11" R max :=2070 Ib (FROM PG. 5) V allow :=2095 Ib (FOR 1/2" � POWERS WEDGE BOLTS, FROM PG. 12) V tot :=v allow'2 (FOR (2) BOLTS) V tot = 4190 Ib > 2070 Ib OK USE (2) 1/2" 0x 3" MIN. EMBEDMENT POWERS WEDGE BOLTS @ EACH CLIP TO CONNECT CURTAINWALL SYSTEM TO CONCRETE S 4a;BROADWAYENG/NEER/NG,PA 1335KCass 9L `TammR33606 (6131251-9244 Fam (6131251-9330 Customer: c lTy 6 L-4,s� Page: 2 of Job: $l � - 3-7 ( Description: 54u Date: 3,,4 �v FL . -`�! By: l4—M, CALCULATE FASTENING OF CURTAINWALL SYSTEM INTO STEEL w max '= 52.14 psf (FROM PROJECT DOCUMENTS) MAX. PANEL WIDTH = 6'-0" MAX. WINDOW SIZE = 22'-9" x 12'-11" R max •=2070 Ib (FROM PG. 5) V ult :=2820 Ib (FOR 1/4-14 SCREWS, ASSUME 1/8" THICK, FROM PG. 12) V a3 := V3 It WITH S.F. OF 3 V a3 = 940 Ib V tot :=v allow•2 (FOR (2) SCREWS) V tot = 4190 Ib > 2070 Ib OK USE (2) 114-14 T/3 SCREWS @ EACH CLIP TO CONNECT CURTAINWALL SYSTEM TO STEEL r _r 3 Title: CITY GLASS & MIRROR Job # BE -3756 Dsgnr: EAB Date: 11:08AM, 9 FEB 10 Description: SANFORD PUBLIC SAFETY COMPLEX Scope : Rev: 560100 User: KW-OW1564, Ver 5.6.1, 25 -Oct -2002 Single Span Beam Analysis (c)1983-2002 ENERCALC Engineering Software Description VERTICAL MULLION - ELEVATION C1 W/ 162-300 REINFORCEMENT Page 1 c: tec5513756.ecw:Ca1cu1ations General Information Shears... Center Span 10.67 ft Moment of Inertia 21.060 in4 5.34 ft @ Left Left Cantilever ft Elastic Modulus 10,100 ksi 0.00 k -ft at Right Cantilever ft Beam End Fixity Pin -Pin Uniform Loads Maximum 1.67 k On Center Span... On Left Cantilever... On Right Cantilever... # 1 0.313 k/ft #1 k/ft #1 k/ft Query Values 1 L Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 1.67 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moments... Shears... Reactions... Max + @ Center 4.45 k -ft at 5.34 ft @ Left 1.67 k @ Left 1.67 k Max - @ Center 0.00 k -ft at 10.67 ft @ Right 1.67 k @ Right 1.67 k Maximum 1.67 k @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Deflections... 1 L @ Center -0.429 in at 5.32 ft 4 Maximum = 4.45 k -ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft 't - Title: CITY GLASS & MIRROR Job # BE -3756 Dsgnr: EAB Date: 3:4013M, 9 FEB 10 Description: SANFORD PUBLIC SAFETY COMPLEX Scope Rev: 560100 user:3-2002 NE ver s.s.i,zs-ongsoz Single Span Beam Analysis Page 1 (c)1983-2002 ENERCALC Engineering Software c:1ec5513756.ecw:Calwlations Description VERTICAL MULLION - ELEVATION C4 W/ 162-300 REINFORCEMENT j General Information Center Span 11.42 ft Moment of Inertia 21.060 in4 Left Cantilever ft Elastic Modulus 10,100 ksi Right Cantilever ft Beam End Fixity Pin -Pin Uniform Loads k @ Right 1.56 k On Center Span... On Left Cantilever... Maximum # 1 0.274 k/ft # 1 Wit Query Values 0.00 k -ft Deflections... Center Location 0.000 ft Left Cant 0.000 ft Moment 0.00 k -ft 0.00 k -ft Shear 1.56 k 0.00 k Deflection 0.00000 in 0.00000 in Summary 0.00 ft �— •M 0.000 in at 0.00 ft 3 On Right Cantilever... # 1 Wit Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in oments... Max + @ Center 4.46 k -ft at Shears... 5.72 ft @ Left 1.56 k Reactions... @ Left 1.56 i Max - @ Center 0.00 k -ft at 11.42 ft @ Right 1.56 k k @ Right 1.56 k i@ Left Cant 0.00 k -ft Maximum 1.56 k @ Right Cant 0.00 k -ft Deflections... Maximum = 4.46 k -ft @ Center -0.492 in at 5.70 ft L L/I @ Left Cant. 0.000 in at 0.00 ft �— @ Right Cant 0.000 in at 0.00 ft Title: CITY GLASS & MIRROR Dsgnr: EAB Job # BE -3756 Date: 11:08AM, 9 FEB 10 Description: SANFORD PUBLIC SAFETY COMPLEX Scope: Rev: 560100 User: KW-06pIM Ver5.6.1, 2eerin So Single Span Beam Analysis (c)1983.2002 ENERCALC Engineering SoNware Page 1 Description VERTICAL MULLION - ELEVATION C12 W/ 162-301 REINFORCEMENT c1ec5513756.ecw:Calculations (General Information Center Span 12.92 ft Moment of Inertia Left Cantilever 26.455 in4 ft Elastic Modulus 10,100 ksi Right Cantilever ft Beam End Fixity Pin -Pin .... v.�n waus ..vmRCr # 1 0.321 k/ft luery Values Center Location Moment Shear Deflection Summary Moments On Left Cantilever... # 1 k/ft 0.000 ft Left Cant 0.000 ft 0.00 k -ft 0.00 k -ft 2.07 k 0.00 k 0.00000 in 0.00000 in "' Max + @ Center 6.69 k -ft at Shears... 6.47 ft @ Left Max - @ Center 0.00 k -ft at 0.00 ft @ Right i @ Left Cant 0.00 k -ft Maximum @Right Cant 0.00 k -ft Deflections... = Maximum6.69 k -ft @ Center @ Left Cant. @ Right Cant On Right Cantilever # 1 k/ft Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in ` Reactions... 2.07 k @ Left 2.07 k 2.07 k @ Right .07 k 2.07 k -0.752 in at 6.47 ft < / t 7.5 C=,, 0.000 in at 0.00 ft 0.000 in at 0.00 ft Title: CITY GLASS & MIRROR ' Job # BE -3756 Dsgnr: EAB Date: 1:14PM, 23 FEB 10 Description: SANFORD PUBLIC SAFETY COMPLEX Scope: Rev. 560100 User: KW -0W1 NE%Ver 5.6.,,in 25 -Oct -200 Single Span Beam Analysis Page 1 (c)1963.2002 ENERCALC Engineering Software c: Wc5513756. ecw. Calculations Description VERTICAL MULLION - ELEVATION C25 - 10" MULLION L General Information Center Span 16.00 ft Moment of Inertia 42.441 in4 Left Cantilever ft Elastic Modulus 10,100 ksi Right Cantilever ft Beam Erid Fixity Pin -Pin Uniform Loads On Center Span... On Left Cantilever... On Right Cantilever... # 1 0.201 k/ft # 1 k/ft # 1 k/ft Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k -ft 0.00 k -ft 1.61 Shear k 0.00 k 0.00 k -ft Deflection 0.00 k 0.00000 in 0.00000 in 0.00000 in Moments... Reactions... Shears... Max + @ Center 6.43 k -ft at 8.02 ft @ Left Max - @ Center 0.00 k -ft at 16.00 ft @ Right @ Left Cant 0.00 k -ft Maximum @ Right Cant 0.00 k -ft Deflections... Maximum = 6.43 k -ft @ Center @ Left Cant. @ Right Cant Reactions... 1.61 k @ Left 1.61 k 1.61 k @ Right 1.61 k 1.61 k -0.691 in at 7.98 ft L 35114 f 0.000 in at 0.00 ft 0.000 in at 0.00 ft Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = Shears... 6.97 k -ft at Title: CITY GLASS & MIRROR Job # BE -3756 0.00 k -ft at Dsgnr: EAB Date: 11:41AM, 9 FEB 10 Description: SANFORD PUBLIC SAFETY 0.00 k -ft COMPLEX 0.00 k -ft Scope : Rev: 56010o User: 3-2 02 ENE Ver 5.6.1. 25-0dg Soft (c)1983-2002 ENERCALC Engineering Software Single Span Beam Analysis Page 1 CAecS6'3756ecw.Catw1auor Description VERTICAL MULLION - ELEVATION C30 W/ 162-301/302 @ Left Cant. REINFORCEMENT General Information Center Span 15.00 ft Left Cantilever Moment of Inertia 32.798 in4 ft Elastic Modulus 10,100 ksi Right Cantilever ft Beam Erid Fixity Pin -Pin Uniform Loads On Center Span... On Left—Cantilever... # 1 0.248 k/ft On Right Cantilever... # 1k/ft Query Values 1 # k/ft Center Location Moment 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 0.00 k -ft 1.86 k 0.00 k -ft 0.00 k -ft Deflection 0.00000 in 0.00 k 0.00 k 0.00000 in 0.00000 in Summary Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 7 Shears... 6.97 k -ft at 7.52 ft @ Left 0.00 k -ft at 0.00 ft @ Right 0.00 k -ft Maximum 0.00 k -ft Deflections... 6.97 k -ft @ Center 0.000 in at @ Left Cant. @ Right Cant 7 Reactions... 1.86 k @ Left 1.86 k 1.86 k @ Right 1.86 k 1.86 k -0.853 in at 7.52 ft LIZA-U + Y41 0.000 in at 0.00 It 0.000 in at 0.00 It 7 Yl 0E n o C p y 8L a0 €fig :APRIL, 2009 1600 WALL SYSTEM®' EC 97911-10 WIND LOAD CHARTS (1" INFILL) SINGLE SPAN A = 20 PSF (960) SINGLE SPAN 162-004 W/162-300 B = 30 PSF (1440) METERS C = 40 PSF (1920) 162-004 W/162-301 5 1 1.5 2 D = 50 PSF (2400) METERS 30 E = 60 PSF (2880) .5 1 1s 9 u 1 2 3 4 5 6 7 a MULLION CENTERS IN FEET SINGLE SPAN 162-004 W/162-301/302 METERS u 1 2 3 4 5 6 7 8 MULLION CENTERS IN FEET Q) Q uji- W m LL LL LL LLZ F 0 W 2 Z O J u 1 2 3 4 5 5 7 8 MULLION CENTERS IN FEET SINGLE SPAN 162-004 W/162-301!302/303 METERS u 1 2 3 4 5 6 7 a MULLION CENTERS IN FEET 0 Q LLJH V) Q Lu F w 2 kawneel.com PFC KAW N E E R .w.lco. cow,.— 23 a 2 = H W (' LL W W O N ~ c 2 i J Z J O c� i J 162-004 \ 162-004 162-004 162-004 W/162-300 W/162-301 12.736(530.11 x 101) - 3.791(62.12 x 1W)Sa (Sa la = 12.736(530.11 x 101) 3.605(158.37 x 10') 1.669(27.35 x 1(p) = 3.791(62.12 z 10') Is = 5.684(236.59 x 10') Ss = 2.493(40.85 x /(') LL LL LL LLZ F 0 W 2 Z O J u 1 2 3 4 5 5 7 8 MULLION CENTERS IN FEET SINGLE SPAN 162-004 W/162-301!302/303 METERS u 1 2 3 4 5 6 7 a MULLION CENTERS IN FEET 0 Q LLJH V) Q Lu F w 2 kawneel.com PFC KAW N E E R .w.lco. cow,.— 23 a = H W (' LL W Z N ~ c 2 0Lu ° O Z O J 162-004 162-004 W/162-301!302 W/162-301 /302/303 la = 12.736(530.11 x 101) Sa = 3.791(62.12 x 10') la . 12.736(530.11 x 10') Is = 7.893(328.53 x 104) Ss = 3.462(56.73 x 101 Sa = 3.791(62.12 x 10') Is = 9.347(389.05 x 101) Ss = 4.100(67.19 x 101) LL LL LL LLZ F 0 W 2 Z O J u 1 2 3 4 5 5 7 8 MULLION CENTERS IN FEET SINGLE SPAN 162-004 W/162-301!302/303 METERS u 1 2 3 4 5 6 7 a MULLION CENTERS IN FEET 0 Q LLJH V) Q Lu F w 2 kawneel.com PFC KAW N E E R .w.lco. cow,.— 23 a 22 w w W LL Z F 2 C7 w x Z O J D m 1600 WALL SYSTEM®1 WIND LOAD CHARTS (1 " INFILL) APRIL, 2009 EC 97911-10 SINGLE SPAN METERS .5 1 1.5 2 u 1 2 3 4 5 6 7 8 MULLION CENTERS IN FEET SINGLE SPAN METERS 1 u 1 2 3 4 5 6 7 8 MULLION CENTERS IN FEET PrCKAWNEER •n •i co. col -11 N cc w W w w 2 U) W w w i A = 20 PSF (960) B = 30 PSF (1440) C = 40 PSF (1920) D = 50 PSF (2400) E = 60 PSF (2880) 162-003 I = 10.135(421.85 x 104) S = 3.027(49.60 x 103) I I— W W LL Z H x 0 w 2 Z O ziJ TWIN SPAN METERS u 1 2 3 4 5 6 7 8 MULLION CENTERS IN FEET TWIN SPAN METERS -LL u 1 2 3 4 5 6 7 8 MULLION CENTERS IN FEET 1n lr w W i kawneer.com 1n Lu w W 2 11 a rwBuildex BUILDING IDEAS THAT WORK® ...................................................................... TAPCON"� Masonry Fastening System The original masonry anchor that cuts threads into concrete, brick or hollow block ........................................................................................................ Applications •••••••••••••••••••••••• A& Electrical junction boxes and conduit clips to masonry. A& Wood headers and furring strips to masonry. AIL HVAC strapping to masonry. A& Plywood backer boards to masonry. Ak Exterior insulation systems to masonry. ........................................................ ............................................................ Product Features Installation Tools AhL Fast installation ... drill a hole ... drive an anchor. Ak Available in 3/16" and 1/4" diameters and in lengths 1-1/411- 611 . AL Replaces small diameter expansion anchors, plugs and screws in light to medium duty applications. Ak No need to pre -spot holes ... and no inserts are required. Reversible and removable ... can be installed close to an edge. AL Condrive° 1000 - A multi-purpose tool designed for installation of Tapcon hex head and Phillips flat head anchors. A& Condrive 2000 - A h step tool desigqned s of hex head Tapcon Both Buildex Condrive Tools designed to specifically install Tapcon Anchors, fits standard hammer drills. Approvals and Listings City of Chicago; Dade County, Florida; City of New York; Palm Beach County, Florida; City of L.A.; I.C.B.O. Listed. .............................................................................................. Product Specifications """""""""•'••••••••••••••• Head Styles Diameter 3/16" and 1/4" Thread Form .................... Original notched Hi -Lo Point Type ......................... Nail Finish .................................. Blue Climasear 1 Corrosion Resistance Kesternich Results (DIN 50018, 2.OL) • 30 Cycles -10% or less red rust Salt Spray Results (ASTM B117) • 720 Hours -10% or less red rust 3/16" Diameter: 1/4" slotted hex washer head (HWH) 1/4" Diameter: 5/16" slotted hex washer head (HWH) / im 3/16" Diameter: #2 Phillips flat head (PFH) 1/4" Diameter: #3 Phillips flat head (PFH) �I TA PCON 0 MASONRY FASTENING SYSTEM .............................................................................................. U Selector Guide Part J Fixture Number QL Description Drill Bit Thickness PFH HINH Common Applications 3169407 3139407 3/16 x 1-1/4" Zc 3183407 4264507 1/4 x 1-1/4• 5/32 x 3 1/2' 0 - 1/4' Mounting brackets; control panels; cable clamps, conduit 3/16 x 3-1/2" 0 4 - 3/ di s unction switch and control boxes. � 3171407 3141407 3/16 x 1-3/4" 5/32 x3-1/2' 1/4 - 3/4' I r 3185407 3155407 1/4 x 1-3/4' 1/2" or 3/4"plywood backer boards; mounting brackets; 3/16 x3-1/2' 1/4 •3/4' control panels; cable clamps; conduit clips, junction, 3173407 3143407 3/16 x 2-1/4' 5/32 x 4 1/2" 3/4' _ 1.1/4. switch and control box meters. 3187407 3157407 1/4 x 2-1/4' t x 2 wood furring; 3✓4"plywood backer boards; metal 3/16 x 4-1/2' ,3/4" -1-1/4' sate ratio . •� 3175407 3145407 3/16 x 2.3/4• 5/32 x 4-1/2" 1-1/4'- 1-3/4' • 3189407 3159407 1/4 x 2-3/4' 3/16 x 4-1/2" 1-1/4"- 1-3/4' 2 x 4 wood Hailers 3177407 3147407 33/160-1 ' 5/32 x 5-1/2' 1-3/4' - 2-1/4' 3191407 3161407 1/4 x 3.1/4' 3/16 x 5 1/2' 1-&4'.2-1/4* 3179407 3149407 3/16 x 3-3/4' 5/32 x 5-1/2" 2-1/4' - 2-3/4' Sill eces of 3193407 3163407 1/4 x 3-3/4' 3/16 x 5-1/2' 2-1/4' - 2-3/4' Insulation too masonry. 2 x 4 ort x 6 to masonry. 3181407 3151407 3/16 x 4' 5/32 x 5-1/2' 2-1/2' - 3' 1 3195407 3165407 1/4 x 4" 3/16 x 5-1/2• 2-1/2' - 3' J 3197407 3167407 1/4 x 5" 3/16 x 6-1/2" 3-1/4" 4' 3203407 3205407 1/4 x 6' 3116 x 3103910 Condrive­- 311 0 Condrive 2000 The minimum embedment requirement is1' and the maximum embedment is 1-. I One drill bit is provided with every box of 100 pieces. Tapson Anchors must be used installed using all Buildex sys- Also available for 1/4' diameter Tapson Anchors only. 3/16' x 7" SDS Rotary Hammer Drill Bit. tem components (Tapson Anchors, Condrive Tools and Tapcon Drill Bits) in order to quality for M Buildex system support. Performance Data ••••. ...................... Installation Guidelines usingCondrive 1000 J PULLOUT IN CONCRETE (3145 PSI, cured 40 days) (Ibis) WAft Anchor Dep h in Solid lilaterieI Hr1�s) STEP 1: Place correct drill bit into driver STEP 2: Slide Condrive Installation Tool l>rameter 11. :adapter and drill hole 1/4' deeper than depth of sleeve over drill bit. Snap hex head or Phillips 1-1/4" 1-1/2" 1314" ; embedment. 3/16" 341 lbs. 581 lbs. 863 lbs. 1059 lbs. Socket in place. ' 1/4" 718 lbs. 1138 lbs. 1537 lbs. 1860 lbs. : STEP 3: Insert anchor in socket, position fix- STEP 4: The anchor is foy set when the nose- : Test Number CH3932/Pittsburgh Testing Laboratories : lure to be fastened, begin to drive Tapcon into piece of the Condrive Tool automatically disen- I PULLOUT /N HOLLOW BLOCK : pre -drilled hole. gages from the socket and fixture is secured in place. Anchor Depth of Embedment In Solid Dlainsier 1,_ Material pnches)..................................................... 1-114" 1-1/2" 144 ............................ 3/16" 209 lbs. 357 lbs. 468 lbs. 547 lbs. Note: Indicated pull-out and shear failure values were obtained in tests witnessed PittsburghTesting 1/4" personnel. Designated holding powerLaboratory 406 lbs. 615 lbs. 851 lbs. 984 lbs. depends on the quality of the masonry material, depth of embedment and prop - Test Number CH3MPittsburgh Testing Laboratories er hole siZe. These figures are offered only as a guide and are not guaranteed in any way by Illinois Tool Works Inc. The figures indicate average ultimate pull-out and shear failure values. A safety factor of 4:1 or 25% of ultimate pull - SHEAR STRENGTH out value is generally accepted as a safe working load. However, reference should always be made to applicable codes for the specific safe working rata. All values are based on dose tolerance holes drilled with Buildex Tapcon' fiNumber Anchor 3"boratShear SI Hardar Strength carbide drill bits. Performance of the Tapcon anchor may vary in extremely hard concrete aggregates. Con your Weght Embedment Rllow Block representative for further information. 1-1/4"in the case with all applications, Buildex can only suggest typical fasteners for typical applications and that the con- nection I 31 lbs. in design is the sole responsibility of the Builth Design Engineer, Architect or otherwise responsible 1-1/4" 058 lbs. charged with the design of the connection. For further product information, please contact the nearest Authorized 932/Pitlsburgh hs Buildex Distributor or the Buildex Customer Service Department at 1.800.323.0720. I ........... . ........................................................................................ x ITWBuildeTapcon", Condrive' 1000 and 2000, Climasear and Building Ideas that Work's are Y GA registered trademarks of tTW Buildex and Illinois Tool Works Inc. BUILD/NG IDEAS THAT WORK® � 1349 West Bryn Mawr Avenue. Itasca, Illinois 60143 708/595-3500 FAX: 708/595-3549 ©1994 Illinois Tool Works, Inc. 'Powers FASTENERS SPECIFICATION & DESIGN MANUAL Wedge -Bolt" 17- M.1 7- .. . Allowable Load Capacities for Wedge -Bolt and Wedge -Bolt OT installed in Normal at Critical Spacing and Edge DistancesI,Z3,4,5 -Weight Concrete Anchor Diameter Minimum Embedment Minimum Concrete Compressive Strength (f d Depth 2,000 psi (13.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) in. h, in. Tension lbs. Shear lbs. Tension Shear Tension Shear (mm) (MM) (kN) (kN) lbs. (kN) lbs. (kN) lbs. lbs. 1 (kN) (kN) (25.4) 180 (0.8) 260 (1.2) 335 (1.5) 520 (2.3) 415 600 1 12 1/4 (38 2 360 (1.6) 550 (2.5) 535 550 (1.9) (2.7) 625 620 (6.4) 2 600 (2.4) (2.5) (2.8) (2.8) (50.8) (2.7) (2.5) 985 (4.4) 550 (2.5) 1,145 730 2 1/2 (63.5) 880 (4.0) 550 (2.5) 1,165 730 550 1,315 112 47 1 845 (5.2) --- (38.1) (2.1) (3.8) (2.8) 760 1,710 2 (52 750 (3.4) 1,110 (5.0) 980 (4.4) 1,710 1,270 1,300 3/8 2 1/2 (9.5) (63.2 1,025 (4.6) 1,370 (6.2) 1,330 (5.7) 1,370 (5.9) (7.7) 1,710 1,835 3 (76.2) 1,450 (6.5) 1,425 (6 (6.0) 1,935 (6.2) (8.3) (7.7) 1,710 1,480.4) 312 31/2 1,875 (8.4) 1,475 (6.6) (8.7)2,475 2,535 (6'7) 1,590 (11.1) (7.7) 1,710 3,110 2 715 1,430 (11.4) (7.2) (14.0) (7.7) (50.8) (3.2) (6.4) 985 (4.4) 1,705 (7.7) 1,195 2,185 212 (63.5) 1,025 (4.6) 1,670 (7.5) 1,300 (5.4) (9.8) 2,270 1,875 1,620 12 (76.2) 1,480 (6.7) 1,790 (8.1) (5.9) 1,950 (8.4) (7.3) 1,170 2,270 2,095 2,345 312 3112 ,515 (6.8) 1400 2,165 (8.8) 2,120 (9.4 2,270 (10.6) (10.2) 4 (9.7) (9.5) (10.21 (13.4) (975 10 8) (101.6) 1,890 (8.5) 2,165 (9.7) 3,155 (14.2) 2,270 (10.2) 3,155 2,400 212 (63.5) 855 (3.8) 1,800 (8.1) 1,180 1,705 (14.2) 1,725 (10.8) 3,350 3 (76.2) 1,140 (5.1) 2,325 (10.5) (5.31 1 ,845 (12.1) (7.8) (1550 3,550 3,055 2,140 - 31/2 5/8 (88.9) 1,430 (6.4) 1,845 (8.3) 2,510 (13.7) (10.1) (16.0) 3,150 3,400 2,760 (15.9) q 2,060 (12.8) (11.3) (15.3) (12.4) (16.9) (101.6) (9.3) 3,145 (14.2) 3,190 (14.4) 3,690 (16.6) 3,580 3,980 4 12 (4112 2,695 (12.1) 3,450 (15.5) 3,875 (16.1) 3,980 4,400 5 3,325 3,750 (17.4) (17.9)4,210 (19.8) (127.0) (15.0) (16.9) 4,555 (20.5) 4,270 (19.2) 5,215 4,440 3 (76.2) 1,080 (4.9) 3,005 (13.5) (23.5) (20.0) 4,695 1,620 (7.3) 3,835 2,115 3112 312 1,430 (6.4) 3,320 (14.9) 2,330 (17.3)_ (9.8) (21.1) 5,100 4,695 2,840 1'780 3,630 (10.5) 3,035 (21.1) (12.8) (23.4) (104.6) 3/4 4 (8 .0) (16.3) (13.7) 5,550 (25.0) 3,505 (15.8) 5,705 12 (114.3) 2,310 (10.4) 4,1603 (18.7) ,395 (15.3) 5,830 4,180 5,950 5,950 5 (127.0) 2,835 (11.8) 4,690 (21.1) 3,755 (26.2) (18.8) 6,190 6,110 4,850 51/2 3,360 5,220 (16.9) 4,115 (27.5) (21.8) (27.9) (139.7) (18.5) 6,390 (28.8) 5,520 (24.8) 6,430 6 (152.4) 3,885 (17.5) 5,745 4,475 (20.1) (28.9) 6,670 6,670 6,190 1. Tabulated load values are applicable for carbon steel and stainless steel anchors. 1. Allowable load capacities listed are calculated using an applied safety factor of 4.0. 3. Critical and minimum spacing and edge distances as well as reduction factors for intermediate spacing and edge distances are listed in the Design Criteria 4. Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. 5. Allowable loads for anchors to resist short-term loads section. such as earthquake or wind may be increased by 33.1/3 percent for the duration of the load where permitted by code. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.Powers•com 71 h 1 THE Ii' BUILDEX FASTENER SER lAOR YOU Buildex is the preeminent leader in metal fastening systems. We are continually developing new fasteners, systems, and fastening techniques to solve today's metal fastening application problems to increase your productivity and the quality of your fastenings. Effective, consistent, and reliable fastening, are the results of choosing the right Buildex fastener for your specific application. This BUILDEX METAL FASTENING'. SYSTEMS SELECTOR GUIDE is a representation of standard and specialty designed fasteners suggested for a variety of applications. Buildex Traxx*' and Tek0'self-drilling fasteners exhibit excellent strength, sealing, and performance features not found in any other self -drilling fasteners. Technical assistance regarding Buildex fasteners or applications is available by contacting Buildex's Application Engineering Department toll-free at 800/323-0720. *ULTIMATE PULLOUT VALUES (POUNDS) *ULTIMATE SHEAR VALUES STRENGTH (POUNDS) CHARACTERISTICS 4�T NOMINAL." SCREW SIZES.:; ThreadI Decimal Diameter Equivalent #6 #7 #8 #9 #10 #11 #12 #13 #14 .140 .150 .160 .180 .190 200 210 .230 240 .250 2L:4 22.22 M20 %-tri. twig GAUGE . %14 I2•I2 I/ -1"*: M *Wo-mla -A- herd agpWd be &ppneW to fro ut met. Issl vom 26 2 24 J 22 Ll 2 18 2 16 UJ 14 12 10 MATERIAL Decimal THICKNESS Egalvalemt IN INCHES .018 • '.024 .030 .036 .048 .060 .075 .105 .134 may vary with special flute' lengths.. BWA*. Enpl—,g RspW N a Sea & 5814 RECOMMENDATIONS PrOR. TRAXX/TEKS* a a2N D2b Mt D36:.D75 ;kY6: k7,6 SCREW SIZES Tnazxn TEKS/2 EXAMPLE: WILLING TECHNIQUE NIO NI2 1/4 Nb NN N10 N12 r AXX/2 TE KS/3 #12 114 112 -I;- .-FASTENER DESCRIPTION BREAKDOWN 10 - 16 x 3/4 HWH TEKS/3 NOMINAL THREADS SCREW HEAD DRILL POINT SCREW SIZE PER INCH LENGTH STYLE TYPE .,­`% a d"AMA treEKS ARE SELF -DRILLING FASTENERS ... THEY DRILL, TAP AND FASTEN IN ONE OPERATION. A separate drilling operation is not necessary. However, specific installation procedures are necessary to insure correct fastening results and to achieve published perfoF mance values for each fastener. Important: A 1900 to 2500 RPM screwgun rated at 4 amps or higher, equipped with a properly adjusted depth -locating nosepiece, must be used for correct fastening results. During Top Material TOP Material V be aiaed to be Drifted Ibid or I 4tion Bottom Material V 6e U,ow Total Tbkiness Bottom Material to be meed to be Droled initial drilling, enough pressure must be applied while keep- ing the screwgun and fastener perpendicular to the work surface to prevent angle driving or walking. Drilling must be completed before the threads engage the material. The correct fastener based upon the total thickness and type of material to be drilled and fastened for an application is very essential. Never overdrive the fasteners or install fasteners at an angle to the work surface, as this may significantly reduce product performance or lead to product failure. Contact Buildex Application Engineering Department toll- free at 800/323-0720, for any specific information necessary. A Predrloed •I I�Wi,n �cr wlTitever — NDId orinsulation Drilled or Poesbed Top Material z-- L Total Tbkkness Boftam Matertal r— to be Drifted to be Mind Total Tbkiness isMnind 1153 42Q0 - 4m STREET NORTH ST. PETERSBURG, FL 33709 PHONE (727) 522-9453 (727) 522-9454 FAX (727) 522-1928 www.cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL County: Seminole Date: June 22, 2010 GC: Wharton -Smith By: JRK Architect ADG Design Loads - ASCE 7-05 Wind Velocity =150 MPH Exposure Category - C Building Category = II Importance Factor =1.0 (See project documents for design wind loads) IN max: = 60.7 (see project documents) ASCE 7-06 WALL DESM WIND PRESSURES AND SUCTIONS FOR MEAN ROOF igQHT = 00 R WND PRESSURE AND SUCT13N (POP) EFFEOTIYE EE �t-4 WIND ARBA VALUE o�iKY" coo F=T: ; +i 5515 (+) 5515 Ir (_)460.10 -) 1433 (.; 5318 ..> 5328 2G f-1 51.53 !-) 6SAC f -) 54b6 : 6:18 (+i 4155 '+> 41.55 (-r5.'!4 `-% 51,31 222 (+) 45.06 f+i 45.26 (-) 49.1: !-) 52.99 (-) 46.46 :'-J 46.46 A ;Kd3 OF C95 WAS BEEN USEC IN THE DEVEL0Pt1ENT OF TFESE VALIES. TWE JSE OF TUM VALUES SWALI. CNL7 eE AFIPLIED 44IEN USED M CCN.lJNCTION WITH LOAD COMB NATIONS SPES F ED IN SEGTTONS 23 4 2.4 OF ASCE 1-25. LATERAL DESIGN CRITERIA U ND VELCC:T1!: W MP44 'Mf'ORTAW_a P.&CTOR: iG ExPCS.PE CATEGORl : C NTi=RNAL MT986UtE COEFFICIENT: N-:8 City Glass and Minor' 4200 49th St. N.' St. Petersburg, FL 33709' 2779 Apopka Blvd.' Apopka, FL 32779' Cell: 727.432.2562' john.koskosky1 @verizon.net C:VkgectsZanford Public SafetytErginaering and DwdrgTalarlabons Sheets CW.docx' Page 1 of 14 4200 - 49,th STREET NORTH ST.PETERSBURG, FL 33709 Project: Sanford Public Safety Complex Location: Sanford, FL County: Seminole GC: Wharton -Smith Architect: ADIS Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = II Importance Factor =1.0 (See project documents for design wind bads) W max: = 60.7 (see project documents) io r•• rR e�• Section 08910 - Glazed Aluminon Curtain Wag PHONE (727) 522-9453 (727) 522-9454 FAX (727) 522-1928 www-cityglassmirror.com Mark: C1 Date: June 22, 2010 By: JRK Width 56° Height 129" Tributary Area 51 sf Load Zone 4 54.66 Zone 5 na IN.= w max. ((129/ 2�(56/2))/144 jM::1.12 CALCULATE rASTBCM OF CURTAINWA l RMM WO QQW411ET �•mn 52m. re (FROM PROJECT OOCUUI:KT,Sy MAX. PAMI'I INUPH . G-0" MAIL WIKDM SIZE - 22 -Tx 12'-1 T' Rm��:.?trF) it lFTsfJX�. Si ` cFra' [b (FOR t.7 i POfVZRS INEE C WITS, MOM R3 12; `galls.. (rOR121Da-751 V_: JIt*) Ib >7W3Ib 114) )h 5 685 } uh. IrtJ: ID (FOR ir4 a 7111`: ONS, FROtA PG. i 1; 4 IFOR {Z; TAPOQKS} v,.. = Ilc- ib > 685 USE (2) W DIA. X 3 x 1 %* MIN. EMBEDMENT WEDGE BOLTS OR (2) Y; dia. X 1'/.' MIN EMBEDMENT TAPCONS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTAINWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3."'-6.. " from each vertical NO JAMB ANCHORS REWIRED City Glass and Mirror' 4200 49th St. N.' St. Petersburg, FL 33709' 2779 Apopka Blvd.' Apopka, FL 32779' Cell: 727.432.2562' john.koskoskyl@vefizon.net C:1ProjectsZenford Public SafetylEngineering and DraftirgTAdculations Sheets CW.docf' Page 2 of 14 4200 - 49th STREET NORTH = w PHONE (727) 522-9453 ST.'PETERSBURG, FL 33709_ - - - (727) 522-9454 FAX (727) 522-1928 2-_ www.cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL County: Seminole GC: Wharton -Smith Architect: ADG Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = II Importance Factor =1.0 (See project documents for design wind loads) W max: = 60.7 (see project documents) Mark: C3 Date: June 22, 2010 By: JRK Width 88° Height 134' Tributary Area 81 sf Load Zone 4 na Zone 5 60.7 W.= W max x ((88/ 2)x(134/2))/144 W = 24971b CoA C r �Tf< r�4J7CN r Or CURTANWALL MTEM KM CONCRETE t_.li RY (FRQM PR[1JEGT C70C;lR1LN1 51 '- - MAX. PAWL Wn31H = W4r UAx_ 14VCOM SUr - 22-4x 12'-1 t• y R m,+ -2crrj It tfTiOrt Pu 51 tb fFOR t.7 6 PITh►ZRS WEDGE BOLTS. FhDM q_+ 12; i=� ::: = • v tTOR 12) amTSj 2497 O USE (2) %' DIA. X 3x 1 VV MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTANWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3,w'- 6. 'from each vertical NO JAMB ANCHORS REWIRED i Section 08910 — Glazed Aluminum Curtain Wall City Glass and Mirror' 4200 49th St. N. • St. Petersburg, FL 33709' 2779 Apopka Blvd. • Apopka, FL 32779' Cell: 727.432.2562' john.koskoskyl@vedzon.net C:1ProjectsZanford Public Safetgrigineering and Draft q Calculation Sheets CW.docx • Page 3 of 14 4200 - 49th STREET NORTH : PHONE (727) 522-9453 ST.PETERSBURG, FL 33709 (727)522-9454 - _ FAX (727) 522-1928 www.cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL Mark: C4 County: Seminole Date: June 22, 2010 GC: Wharton -Smith By: JRK Architect: ADIS Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = II Importance Factor =1.0 (See project documents for design wind loads) W max: = 60.7 (see project documents) '' O Section 06910 — Glazed Alumintm Curtain Wag Width 85° Height 138° Tributary Area 81 sf Load Zone 4 na Zone 5 60.7 W:= W max, ((85/ 2)x(13712))1144 W = 24541b CAWVLATE FASTEMM OF CURTAINWALL SYVMM WrO CONCRETE 37.11 d5' (FRCM PROP. CT OOCU1iENT S, MAX. PRNI:I IMS)1 H = fUr RfAX Wftam sfzE = ZZ -Tx 12'-*'.' it tTRQVPG 51 4 tF.rw -XpL .c Ib IFQR t t? 1. POP --RS LtiEDGE WLTS, FROM aG 1i; tut'- "rllvw (rCR I2; SOUS! 40?: !It > Wa kt OK L tct ` 119I 16 > 2454 USE (2) W DIA. X 3 x 1 '/.' MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTANWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3,w,'- 6. " from each vertical NO JAMB ANCHORS REQUIRED City Glass and Mirror' 4200 49th St. N.' St. Petersburg, FL 33709' 2779 Apopka Blvd.' Apopka, FL 32779' Cell: 727.432.2562' john.koskoskyl@verizon.net C:1Pro*cts%Sanf6rd Public SafetylErgineering and Drafling%Cakxllations Sheets CW.doa * Page 4 of 14 4200 - 49th STREET NORTH PHONE (727) 522-9453 ST.'PETERSBURG, FL 33709 - (727) 522-9454 C FAX (727) 522-1928 '= www.cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL County: Seminole GC: Wharton -Smith Architect: ADG Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = II Importance Factor =1.0 (See project documents for design wind loads) W max: = 60.7 (see project documents) : i + 1- Ail Mark: C9 Date: June 22, 2010 By: JRK Width 24' Height 348' Tributary Area 5B sf Load Zone 4 54.66 Zone 5 na W.= W max x ((8512)x(137/2))/144 W=1585 lb CA CULATE fASTO&M OF CURTAUMALL BYSTEM KE0 CONCRETE w_,:- +-.Is p5 (FFt0V FNCx*CT DOCLULNfS? VA7C PW. I V&')TFI - (70 NAx_ GNKOOKI SIZE - 22 -Tx 12'-*' it (MovP& 51 lb (FOR TV a POVWRS AIDC£ BOLTS. MOM °1.+ 12 v tut :- V alltry = v fir. -4190 V r Al % 'Ll (FOR M BOLTS! 1585 r I USE (2)'W DIA. X 3 x 1 ''YV MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT -44, CURTAINWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3mm'- t 10 61= " from each vertical NO JAMB ANCHORS REWIRED �urV tar � 1W, v Section 08910 - Glazed Ahmintm Curtain Wal City Glass and Mirror' 4200 49th St. N. - St. Petersburg, FL 33709' 2779 Apopka Blvd. ' Apopka, FL 32779' Cell: 727.432.2562' john.koskoskyl@verizon.net C:1Pro*e %Sanford Public Safety%Ergineerirg and DraftinglCak ulations Sheets CW.docx' Page 5 of 14 4200 - 49th STREET NORTH x PHONE (727) 522-9453 ST. PETERSBURG, FL 33709 (727) 522-9454 FAX (727) 522-1928 { www. cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL County: Seminole GC: Wharton -Smith Architect: ADG Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category =11 Importance Factor =1.0 (See project documents for design wind loads) W max: = 60.7 (see project documents) j .. Mark: C10 Date: June 22, 2010 By: JRK Width 60' Height 139° Tributary Area 58 sf Load Zone 4 na Zone 5 60.7 W:= W max. ((60/ 2)x(139/2))/144 W =1757 Ib CXCULATE rA37CM= Of CURTMIWALL 6YSTEM Wx'0 CONCRETE Rn,.. 7'_.1� 66' (FROM PRSIJEGT 0=11MU41 51 - MAIL PAAM:I WK)"I - (117 MAX_ N'INDOAR SIZE • 22$- i 12'-1'- r: m�. •� jrvl It (rR0V Pu. 51 s1!rw 'x(153 Ib (FOR Tr2' 6 POI iERSWEDC£ BOLTS. FROM ?=, 1[1 V allon'- (rOR(2)ENXTS) Era ` 41901 Vh > 7073 b Sib It 1757 I I � 11 " I —I(- USE (2)'A' DW. X 3 x 1 '/.' MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT I CURTANWALL SYSTEM TO CONCRETE TYPICAL SPACING IS Sam 6.. - from each vertical NO JAMB ANCHORS REWIRED — �• „� it - – O • Section 08910 – Glazed Aluminon Curtain VVd City Glass and Mirror' 4200 49th St. N. - St. Petersburg, FL 33709' 2779 Apopka Bbd. - Apopka, FL 32779' Cell: 727.432.2562' john.koskoskyl@verizon.net C:1Projects%Sanford Public SafeWrlgineering and Drafting\Calculaborrs Sheets CW.docr - Page 6 of 14 4200 - 49th STREET NORTH 'ST PETERSBURG, FL 33709 PHONE (727) 522-9453 (727) 522-9454 FAX (727) 522-1928 www.cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL Mark: C8 County: Seminole Date: June 22, 2010 GC: Wharton -Smith By: JRK Architect: ADG Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = II Importance Factor =1.0 (See project documents for design wind bads) w max: = 60.7 (see project documents) in• • ara': fI f • • W v 1 1 • •r, Section 08910 — Glazed Alurnintrn Curtain Wd Width 78" Height 12T Tributary Area 69 sf Load Zone 4 54.66 Zone 5 na W:= w max, ((78/ 2)x(129/2))/144 w= IW9 lb CALCULATE FASTENM Of CURTMNWA,LL SYSTEM 1llrr0 CONCRETtE "mr` ' 7`.ta P4 (FROM PROJECT {XGCUUrflrti: MAX PAM:I VMg11H - G-0' t MAx.1MHDOW WE = 22 -(Ty 12'-!.1 t,, =wru t (MV PG. 5) V. tb (FOR 1:7 p KWJD;,r;,WDC BOLTu. MOM'ti:, 1[p ti.' tally'- (FOR f2;t3]LTS; «t ' 41% 'tf > 7D7ab SX. ,.; , 11 CBI rti > 1909 USE (2) W DIA. X 3 x 1 %' MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTAINWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3mh "- 6. ' from each vertical NO JAMB ANCHORS REQUIRED City Glass and Mirror' 4200 49th St. N. - St. Petersburg, FL 33709' 2779 Apopka Blvd. - Apopka, FL 32779' Cell: 727.432.2562' phn.koskoskyl@verizon.net C:1ProiectsZanford Public Safe4AEngineering and DraftinglCabadatiorrs Sheets CW.docc - Page 7 of 14 4200 - 39th STREET NORTH=: _ PHONE (727) 522-9453 SY. PETERSBURG, FL 33709 = (727) 522-9454 r ` - < > FAX (727) 522-1928 www.cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL Mark: C15 County: Seminole Oahe: June 22, 2010 GC: Wharton -Smith By: JRK Architect: ADG Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category =11 Importance Factor =1.0 (See project documents for design wind bads) W max: = 60.7 (see project documents) :f r �Vu:wr. r.1. •IP: w Section 08910 - Glazed Aluminon Curtain Wal Width 99° Height 124, Tributary Area 86 sf Load Zone 4 54.66 Zone 5 na "':_ "' max x ((9912)x(12412))/1 44 w = 2329 Ib CKJAXATE FASTEMM OF CURTAINAALL SME --M nlrrO CEMSETIE µ nus 7-52,14 >n� (FROM PRCL FCT OOCULR'NR S} 16&x. F W A W101" - (10 Al Ax" WINDOW _qZE = 22_T.X 12-1'• R m . 2k (MOV PG. 51 ittrw - MS ib (FOR T? 6INEENUC 89175, FROM ?13 121 v un a "aJl_ (rcR 12; BOLTS VIC,`4190 lb In «. -1 1')1 ,tr 2329 USE (2) %* DIA. X 3 x 1 Y4* MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTAINWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3,,,`,'- 6. ' from each vertical NO JAMB ANCHORS REQUIRED City Glass and Mirror' 4200 49th St. N.' St. Petersburg, FL 33709' 2779 Apopka Blvd. ' Apopka, FL 32779' Cell: 727.432.2562' john.koskoskyl@verizon.net C:1ProjectslSanford Public SafeWngmeenng and Drafting%Calculations Sheets CW.doac ' Page 8 of 14 4200 - 49th STREET NORTH ST. PETERSBURG, FL 33709 Project: Sanford Put Location: Sanford, FL County: Seminole GC: Wharton -Smith Architect: ADG Safety Complex Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = ll Importance Factor 1.0 (See project documents for design wind bads) w max: = 60.7 (see project documents) 0"M—Mo tz-.—.-- rt PHONE (727) 522-9453 (727)522-9454 FAX (727) 522-1928 wWw.cityglassmirror.com Mark: C20 Data: June 22, 2010 By: JRK Width 49" Height 1930 Tributary Area 66 sf Load Zone 4 54.66 Zone 5 na W.= w max. ((99/ 2)x(124/2))/144 w=1794 lb CALCULATE FASTEMMOFCURT UNWALLSYSTEM INTO CONGRETE 5:!_il as' (FSCM PR(IPCT 00CLIMLSO 5'. MAX. PAWL WWI H -5.0r MAX. WrUX)'6VS1ZE m 22 -Ty 12'-.;" -M?5 Ib (FOR TZ 6 POtWF;M 'WEDGE SALTS. MOM -D 121 V 4190 1h > 70!013 CX 0 1794 USE (2) WDIA. X3x 1114' MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTAINWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3akw.'- 6..'from each vertical NO JAMB ANCHORS REQUIRED section 08910 — Glazed Aliffninum curtain Wall City Glass and Mirror' 4200 49th St. N.' St- Petersburg, FL 33709' 2779 Apopka Blvd.' Apopka, FL 32779' Cell: 727.432.2562' john.koskoskyl@vehzon.net C:Roocts%Sanfbrd Public SafetAEngineefing and Drafting\Galculations Sheets CW.docx * Page 9 of 14 4200 - 49th STREET NORTH PHONE (727) 522-9453 ST: PETERSBURG, FL 33709 (727) 522-9454 FAX (727) 522-1928 www.cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL Mark: C22 County: Seminole Date: June 22, 2010 GC: Wharton -Smith By: JRK Architect ADG Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = 11 Importance Factor 1.0 (See project documents for design wind loads) W max: = 60.7 (see project documents) Ei Width 65" Height 181 Tributary Area 82sf Load Zone 4 54.66 Zone 5 na W.= w max. ((6512).(181/2))/144 w = 22321b CALCULATE FASTEMM OF CURTAINWALL MnM IKM COKKEN oe (FROM PROJECT DOCLIIJUNTS, MAY. PAM I nW1 Ii - IVV MAX- WINDOW SIZE% t2-iry 12'-1',' (MOV PG- 5j, 7.Vf- 1;b (FOR 17 0 POWERS WEDGE WILn, FFOM _a6 112'. v (FCIR iZ 00-75' V.; s 41%) 1h > 7 ffla t C_X V..;: 419) -t >2232 if USE (2)'W DIA. X 3 x 1 Y4' MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTAINWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3,d,'- 6..' from each vertical NO JAMB ANCHORS REQUIRED Section 08910 — GhoW Alwftrn Cwtain Wal City Glass and Mirror' 4200 49th St. N. * St. Petersburg, FL 33709' 2779 Apopka Blvd- * Apopka, FL 32779' Cell: 727.432.2562' Ohn.koskoskyl@vedzon.net C:Vlro*ts\Sanford Public Safety\Engineering and DraffinqCalculatioris Sheets CW.docx * Page 10 of 14 4200 - 49th STREET NORTH ST. PETERSBURG, FL 33709 PHONE (727) 522-9453 (727) 522-9454 FAX (727) 522-1928 www.cityglassmirror_com Project: Sanford Public Safety Complex Location: Sanford, FL Mark: C23 County: Seminole Date: June 22, 2010 GC: Wharton -Smith By: JRK Architect: ADG Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = II Importance Factor =1.0 (See project documents for design wind loads) W max: = 60.7 (see project documents) . Y� I :i _ l I j i k / •.., �`ywrc �y •O7tu Section 08910 — Gla¢ed Aluminum Curtain Wall Width 39° Height 253° Tributary Area 69sf Load Zone 4 54.66 Zone 5 na W.= W max. ((39/ 2)x(25312))/144 w= 1872 lb CA ITE FASTEMM OF CURTAINYUALL EYSTE-M INTO COW -RE -if - r µ ca' (FROM PROJECT DOCLUENI S:, MAX PANH 1MUIH G'V MAX. WINDOW SIZE = 22-9-x 12_t:' fmov Oc. 51, V ,k_.' =Mt 1b 121 V a , = (rQP.12; BOLTS; 4 t0) 1h > 7476 t STC ,R; , 419, rtt > 1872 USE (2)'%* DIA. X 3 x 1 ''%" MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTANWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3nin - 6. * from each vertical NO JAMB ANCHORS REWIRED City Glass and Mirror' 4200 49th St. N.' St. Petersbmg, FL 33709' 2779 Apopka Bled.' Apopka, FL 32779' Cell: 727.432.2562' john.koskoskyl@verizon.net C:1Projects1Sanf6rd Public Safety'Ergineerim and DraftingW dwlations Sheets CW.doa * Page 11 of 14 4200 - 49th STREET NORTH ST PETERSBURG, FL 33709 PHONE (727) 522-9453 (727) 522-9454 FAX (727) 522-1928 www.cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL Mark: C24 County: Seminole Date: June 22, 2010 GC: Wharton -Smith By: JRK Architect: ADG Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = II Importance Factor =1.0 (See project documents for design wind loads) W max: = 60.7 (see project documents) 5� Section 08910 - Glazed Aluminon Curtain Wal Width 3T Height 253" Tributary Area 58 sf Load Zone 4 54.66 Zone 5 na W.= w max x ((3312)x(253/2))/144 w = 1584 Ib CALCULATE FASTEWM OF CURTAINWALL 3Y$n--M WO CWCREi1E nay:=r_.0 P5' (FROM PROJECTWCLWArrS:. MAIL FAVI WLOiH - 6'-0' MAX- WINDOW SIZE c 22-9'x 12'-1 Fmn'`Sm±, & /rRovPG. Si ib tFDRf2'6P0VCRAVVEE1GEBOL15.fFOM 1[. aa' allow - (FGR 12: BOLTS} cc, 410) 1h > 7073 t ?< Vt.; - 41% gG ? 1584 USE (2) W DIA. X 3 x 1 ''%" MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTANWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 31m'- 6� " from each vertical NO JAMB ANCHORS REQUIRED City Glass and Mirror' 4200 49th St. N.' St. Petersburg, FL 33709' 2779 Apopka Blvd.' Apopka, FL 32779' Cell: 727.432.2562' john.koskoskyl@verizon.net C:1Pr0jectS%wford Public SafeKngineerM and DrabV Calallations Sheets CW.docx' Page 12 of 14 4200 - 49th STREET NORTH • S.T. PETERSBURG. FL 33709 PHONE (727) 522-9453 (727) 522-9454 FAX (727) 522-1928 www-cityglassmirror_com Project: Sanford Public Safety Complex Location: Sanford, FL Mark: C25 County: Seminole Date: June 22, 2010 GC: Wharton -Smith By: JRK Architect: ADG Design Loads — ASCE 7-05 Wind Velocity =150 MPH Exposure Category — C Building Category = It Importance Factor =1.0 (See project documents for design wind loads) W max: = 60.7 (see project documents) � Y• w l'A C. 11 11 -, ;:..:'= Width 45° Height 193' Tributary Area 61 sf Load Zone 4 54.66 Zone 5 na W.= w max x ((45/ 2)x(193/2))/144 w= 16481b CALCULATE FA37EUM OF CURTAINWAU SYSTI=M IIPfo CpVCRF -If `' mn ' 5-2. 14 Pe (MMI PROJECT DOCUWI:W s. MAX, PANEL MM TH 6-4' MNL WINDOW SIZE c 22-T z 12'4 F `;rm tt awou PG. 5, ►' zr_ : "MY fS Ib (FOR 1rI t PO'MOERS LVEDGE IWIT5, MOM R 12) ► {n ' ►'.A,.: (FCR 12, sOLTS, '• ,� -419) Ih > 7074 C pt < II1 V � cE: = 1147 r6 > 1648 - l _ 6 a _ USE (L) W DIA. X 3 x 1 Y..' MIN. EMBEDMENT WEDGE BOLTS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTAINWALL SYSTEM TO CONCRETE TYPICAL SPACING IS 3=* - 6.. 'from each vertical NO JAMB ANCHORS REQUIRED '6X L it of Section 08910 - Glazed Aluminum Curtin Wd City Glass and Mirror' 4200 49th St. N. ' St. Petersburg, FL 33709' 2779 Apopka Blvd. ` Apopka, FL 32779' Celt: 727 4322551 ` john.koskoskyl@verizon.net C:1Projectsl8anford Public SafetylEngineering and Draf(irglCalculatioris Sheets CW.doar' Page 13 of 14 4200 - 49th STREET NORTH ST. PETERSBURG, FL 33709 PHONE (727) 522-9453 (727) 522-9454 FAX (727) 522-1928 www.cityglassmirror.com Project: Sanford Public Safety Complex Location: Sanford, FL Mark: C28 County: Seminole Date: June 22, 2010 GC: Wharton -Smith By: JRK Architect: ADIS Design Loads - ASCE 7-05 Wind Velocity =150 MPH Exposure Category - C Building Category = II Importance Factor =1.0 (See project documents for design wind loads) W max: = 60.7 (see project documents) Section 08910 - Glazed Aluminon Curtain Wall Width ill, Height 60' Tributary Area 47 sf Load Zone 4 54.66 Zone 5 na W.= w max x ((111/ 2)x(60/2))/144 w = 1260 Ib CALCUUITE FASTEN@G OF CURTq[IYItALL SYSTEM MTO 6TEEL (a TW "M Q MF-rl iK1: 0MM7F:- K" PgN=L vVIDiH = G'-.,' MqX WMDMV SZE � 2; 1J' r 12'.1: CL FROU PG, 5) V.k :-'t.a 6 ({TY 114-!4 SCUM ASSUME 114' 7HICK FNO`A pC; 12) l" VWTP. S.F. OF 7 eZ15CM-wZi: \• l '; a IM Ih 512M USE (4 % -14 SCREWS INTO HEAD OR SILL @ EACH SIDE OF MULLION OR JAMB TO CONNECT CURTAINWALL SYSTEM TO STEEL TYPICAL SPACING IS 3r, ••Sen • from each vertical NO JAMB ANCHORS REQUIRED City Glass and Mirror' 4200 49th St. N. • St. Petersburg, FL 33709' 2779 Apopka Blvd. • Apopka, FL 32779 • Celt 727 432.2562 • john.koskoskyi@verrzon.net C:1Pro0cts1Sanf0rd Public SafetylEngineering and Drafting\Calcilations Sheets CW.docc • Page 14 of 14 O RNW*ed for conformance with design intent expressedm0 In the Contract Documents. Review does not relieve SANFODkID o axCoftac tors of any contractual obligations.� L C WHARTON-SMITH, INC, •706 ++TM sr. NORTH- sr. FIL 0 Resubmittal required. CONSTRUCTION GROUP NOCK ' 20SJ SAFETY FAX (n7) min2e CnMPLEX, �!: rev12W Ot Sh�� ,-ra;:,:.�; �:. �.or er;,d;:q data is on:y for genera! Conforma'.I� r.G DRAWNOS, NRIT" MAATERIAL. AND O Non -Conforming: Owner may authorize use of alter- . r„ : m5r,,,!J, and/or C n, Ments sn DESIGN CpICEpTS SHALL d/0, BE USED ra in products, materials, or assemblies. . all not �e co,�str� Q OR REPRODUCED CO a_ IN WHOLE oR PART IN l) e C ���' 1 I ANY FORM OR rORMAT NITHWT PRIOR t_C1 Dravnnv_ rI� ,� !fi et:on� r:on ;rma•Kr WRITTEN CONSENT OF 07Y GLASS k L' inc!ai!ation tachnl� cs, ;; ^ !)Slnn2i an0 detail MRROR. INC. 13 Mformational Submittal not requiring Architect's action. E• . r.':-rrance of wod; and 0. parn:; y :ram das.^� InlBrrt o NNNOTossµoENL°ft i3O USE OWN SANFORD, FLORIDA S .oFtraClOFan�/^r,I:uo,. y ,y VERIFY CORRCCT pMEN ITEC VAT� CITY { itect'S Design Group. Inc. , � C1A55 ! MRIR(p, ARCHITECT, OR I ' ..-(J��'t� CONTRACTOR. P. 0. Box 1210.333 N. Knowles Ave. N Hllbtter Park, FL 32790 Si �a� o!� SPEC r:�a . 0 D PROJECT TITLE: Tei: 4076471706 By: ARCHITECT: ARCHITECTS DESIGN GROUP, INC, �6!- CONTRACTOR: WHARTON—SMITH CONSTRUCTION GROUP,INC. �� —;I "�I! 1" SANFORD PUBLIC f�X 407.ti45.5525 Dai@: SAFETY COMPLEX OC_ 7�� •,;!'C� AS SuhtA:T'F> p SANFORD, FL CITY GLASS AND MIRROR PROJECT# 09-034 rlt-jECTEDAS SUBMITIE:; GENERAL NOTES: DRAWING INDEX DRAWING TITLE: ATTENTIONL GENERAL CONTRACTOR COVER PAGE 1. ER NOT ORDER CLASS LE GLAZING MATERIALS EXCEPT FROM THE FINAL C1 COVER ES ELEVATION$ ' ERECTION URI NG FA UNLESS RECEIVING WRITTEN AUTHORIZATION FROM THE L TH GENERAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL FASTENER INSPECTIONS. MANUFACTURING FACILITY, 2. CITY GLASS WILL ASSUME NO RESPONSIBILITY FOR ERRORS RESULTING St SCHEDULES E6 ELEVATIONS GLAZ C AND PERIMETER CAULKING WILL NOT PROCEED UNTIL AFTER FASTENER INSPECTIONS FROM THE USE OF THESE DRAWINGS BY OTHER TRADES. HA BEEN PASSED. A WRITTEN NOTICE TO PROCEED MUST BE GIVEN BY THE GENERAL CON ACTOR 3. THESE DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH CIT' GLASS FP1A IST FLOOR 'A" E7 ELEVATIONS OR WT HOUT AFPASSED FASTENER INSPECTION. THE GENERAL CONTRACTOR UST SSUMEFORE QUOTATION OR PER AN ACCEPTED PURCHASE ORDER AND OTHER RESPO S1841tt FOR ANY COSTS FOR MATERIALS AND LABOR TO PERFORM THE REMEDIAL WORK DRAWN BY: APPLICABLE CONTRACT DOCUMENTS. FP1B IST FLOOR 'O" D7 DETAILS FOR E PURPOSE OF PASSING A FASTENER INSPECTION AFTER GLAZING AND CAULKING HAS 4. FIELD VERIFY ALL FRAME DIMENSIONS. BEE STARTED DR COMPLETED. 5. THESE DRAWINGS REPRESENT THE CITY GLASS INTERPRETATION OF THE APPLICATION FP1C IST FLOOR "C" D2 DETAILS P. MILANI OF MANUFACTURE PRODUCTS TO THIS PROJECT IN FUNCTIONAL COMPLIANCE WITH 2, W D BLOCKING THICKER THAN i.- MUST BE CONSIDERED A STRUCTURAL COMPONENT OF TH THE ARCHITECTS DRAWINCS AND SPECIFICATIONS, IT IS IMPORTANT THAT BUILD C. THE FASTENERS AND METHOD OF ATTACHMENT SHOULD BE ENGINEERED AND THE THIS INTERPRETATION BE REVIEWED DIMENSIONALLY AND FUNCTIONALLY WITH FP2A 2ND FLOOR "A" D3 DETAILS FAS NERS USED TO ATTACH THE WOOD TO THE SUBSTRATE MUST PASS IN BEFORE RESPECT TO ACTUAL ARCHITECT INTENT, INTERFACING CONDITIONS. MATERIALS. FRA INSTALLATION CAN BEGIN. IF CITY GLASS IS TO PROCEED WITHOUT FASTENER AND JOB SITE CONDITIONS. FP2B 2ND FLOOR 'B" D4 DETAILS INSPE TION, THE GENERAL CONTRACTOR MUST PUT THOSE INSTRUCTIONS IN WRITING, AND 6. ALL BLOCKING IS NOT BY CITY GLASS UNLESS OTHERWISE NOTED ASSU .RESPONSIBILITY FOR ALL COSTS OF ADDITIONAL MATERIALS AND LABOR RESULTING DRAWING DATE: �` SECA THE FASTENERS ATTACHING THE WOOD BLOCKING TO THE SUBSTRATE DID NOT ALL ITEMS NOT MARKED THUS. "C.C.BM" ARE NOT BY CITY GLASS. ARE NOT IN E7 ELEVATIONS DS DETAILS PRE SLY PASS AN INSPECTION. SEPT. 26 2009 7' THE CITY CLASS CONTRACT. AND RE SHOWN FOR INFORMATION ONLY, B. REOUEST FOR REVISION AFTER CITY CLAS HAS BEEN AUTHORIZED TO E2 ELEVATIONS D6 DETAILS FABRICATE WILL BE SUBJECT TO A HANDLING CHARGE PLUS THE COST OF III ANY FABRICATED MATERIALS. E3 ELEVATIONS D7 DETAILS E4 ELEVATIONS ABBREVIATIONS & SYMBOLS C.L. CENTER LINE NOTE TO ARCHITECT & EXT. = EXTERIOR REVISIONS: GENERAL CONTRACTOR ELEVATION NUMBER SIM, = SIMILAR 0 1/11/10 AE APRVL I= PLEASE VERIFY ALL OPENING. REFERENCE. k ANCHOR , SHEET NUMBER F.S. FRAME SIZE LOCATION DIMENSIONS AS WELL AS ORIENTATION OF THE SYSTEMS IN THE OPENINGS. ELEVATION NUMBER R. 0. = ROUGH OPENING ACLASS AND LSO PLEASE VERIFY STRUCTURAL INTEGRITY OF ALL SURROUNDING CONDITIONS. CITY SHEET NUMBER OL = DAY—LITE OPENING MIRROR THE ABOVE NOTES& SIMILASSUME G THE AR NOTES THROUGHOUT Joe ARE S ARE NOTE ADDRESSED ON CT AS DRAWN IF RETURNED MARKED—UP DRAWINGS. pwrtN RDD TXU4 HORIZ. HORIZONTAL = CORRECTIVE WORK PO Iry RICHITECTURAL SHEET N N.S. HEAT STRECTHENED ARCHITECTURAL DETAIL IY INT. = INTERIOR DETAIL NUMBER O.A. - OVERALL BEFORE YOU BEGIN ANY CORRECTIVE WORK, __ YOU MUST CONTACT YOUR PROJECT DETAIL MARKER O.H. = OPPOSITE HAND D CONTRACTOR. GIVE THE CONTRACTOR THE DETAILS OF THE PROBLEM 9 ALONG WITH YOUR RECOMMENDATIONS ON THE CORRECTIVE REOUIREMENTS, YOUR SHEET NUMBER Opp,= OPPOSITE RECOMMENDATIONS SHOULD ALSO INCLUDE AN ESTIMATE OF THE COST. ONCE THIS O= GLASS TYPE MARKER T.B.D. TO BE DETERMINED INFORMATIONHAS BEEN RECEIVED. ALTERNATIVE COURSES OF ACTION WILL BE REVIEWED WITH OTHER INTERNAL PERSONNEL AND PROVIDE YOU V.I.F. VERIFY IN FIELD = WITH AUTHORIZATION IF YOU ARE TO PERFORM THE REWORK. THEN ANp ONLr 1QQ - IL DOOR NUMBER TNN AN SUCH REWORK BUNDERTAKEN VERT. = VERTICAL AE APPROVED AS NOTED UPDATED SET .FOR RELEASE OF MATERIALS AND FIELD DIMENSIONS ONLY DO NOT FABRICATE Eli abet A. Broadway, PE-. 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Tr' 1 u nr.�.IR)M i I K. •1'rrT} rlR Ilrl.]YTm r.1.1 \'A.MJt as, YYFa.e::1rM M)x 1U :i Au • )rara4ii111Y rA I:"J• s,,.:.1 ,•r1:1:1.µ1• ,) rr 11if.. __1 :µ«.R• rr. r,)r rlh lTa L.V :i,,W r2U:-I�M•:....r l.a t V1i. f.,,. ' 1 E.' L • a1e A•K iliFr• r:I l.al W [t<IN.:a+-r:r' ). .n•µ.ro +.� �ra.ra�4M: r,i=Ar �:°X•.. �X,r1.1.f•)'.w Eliz bet . Broadway, P. Pro anal Engineer FL Registration No. 38558 I ! El A 1 ST FLOOR A I I A-1.01 SCALE: N.T.S. j -I I I I 1 I II I II I I I � I I I I I . I GENERAL PD I-181 0"m EM OIXER RM. MEN'S �1 . I _+ KSTIBULE COIMDOR -179 I 1-I C2 KST. E6 _ -177 T 1-715 SHOWER WpEMs LOOKER RM C2 T WI OPEN WORK 1-211 E7 AREA _ I-222 CORRIDOR 1-208 C2 E6 , 12,3 N E5 C2 E6 ©R Tt 1 T C2 E6 t_p7 C5 C6 PROPERTY 3DPRLW W4 I I E6 ET C3 STOR. I-770 I I I sTa+. -21 , ES CAPTAIN 1-219 STOT1. I-7?I I I #AIiK SCT. W/ STOR. a I 27 +-21e UP J s� Q 202 CENTRAL BREAK w. C2 E6 T 1.217 I I L — 1.7 - E7 I Al 1'1a C2 r NC1M NTRW`. RM. 1-103 E2 E6 T I -re 9TIt7rc ELEV. 1-703 C I ! El A 1 ST FLOOR A I I A-1.01 SCALE: N.T.S. j -I I I I 1 I II I II I I I � I I I I I . I GENERAL PD I-181 0"m EM OIXER RM. MEN'S �1 . I _+ KSTIBULE COIMDOR -179 I 1-I C2 KST. E6 _ -177 T 1-715 SHOWER WpEMs LOOKER RM C2 T WI OPEN WORK 1-211 E7 AREA _ I-222 CORRIDOR 1-208 C2 E6 , 12,3 1 C2 E6 ©R Tt 1 T CUPY A 1-709 t_p7 I-212 PROPERTY 3DPRLW W4 f S1AiLY I M4 t_A E7 C2 E6 n sTa+. -21 , I-2tt RIC WY c wMANC a I 1-210 1 -los E7 I I I I LOBBY 1 -tot I r------------- I -------------- i CI I I L — E7 I Al 1'1a L ---------!RM C16 CI7 cI7 1-107 E6II, 6 CID NC1M NTRW`. RM. 1-103 E2 ELEV. INTERWEW SCO.R[U PROC. RM BIKE SIOR I -2O0 W17 E7 SECURED 9 1-191 1 -IRS STS STOW' 1-198 1-197 WI6 una L/ Im `-EDGE OF CURB I i I I IQ VEHICLE I SAurppr, I 1-193 I I SPECK COUPMNT RM iTD.Sloc I -1e1 t-188 Comm" 1-189 ® ® I � �Ra i 7 E.SA TRUCK I-IB7 EAU TACT, READY RY AIWIp1Y 1-i86 HBs ELECTRICAL ROOM -1718 PROPERTY f S1AiLY 171 MAIL RM TRARRNC 179 ELEV. 7 UP _I 1 -lee -d W21 I I CLEC. CSI. SEC -1064 I 1 I te6 - -- --- --t � CII MEN WOVEN 0 E1 LI -I B -t 0-2 B J OetB3 o• tDe C2 I �R ue a uB IA9 Iso e151 WATER E6 11 _I I� SERV RM. .IS \ 1-109 CREW RR/- `J rA�. / CI[E—�- COtP. MECHANICAL 1-187 r�>rJ o �� 4200 40TH SL FIORTN- ST. Pummom FL PHONE (727) 5220453 FAIE E»» 5221928 O CITY GLASS ! MIRROR, INC. DRAWINGS, WRITTEN MATERIAL. AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF CITY CLASS r MIRROR, INC. DO NOT SCALE DRAWINGS. USE OVEN DIMENSONS ONLY. IF NOT SHOWN. VERIFY CORRECT DIMENSONS WITH Ori GLASS M MIRROR, ARCHITECT OR CONTRACTOR, -PROJECT-TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: PARTIAL 1ST FLOOR A r I A � a I I L C O KEY P nry DRAWN BY; P. MILANI I DRAWING DATE: SEPT. 26 2009 - I REVISIONS: --P 1 1 1 O Eliz bet A. Broadway, . . FL Registration No. 38558 lv p :% Arwh 019 mi Ili 1 I OFFICER F T. COPY 1-207 AREA 1-209 SIM W4 am W4 E7-204 I 1-206 I STOR. -TIO REC WTG. ` VIEWING W3 W3 1-210 1-205 � E7 71 I I' r------ — 1 :cr I - I 1 I ', 1 1 C27 ANTIQUE APPARaLSZ MUSEUM E4 I ® 1-105 40ve 1 1 1 • I � I V I I• I L ------j -- I I C14 L --.----._------ E2 B IST FLOOR B 1 A-1.01 SCALE: N.T.S. Above RECORDS STORAGE W2 r-------------Tr------------Ir----------------1 I I ELEC. CLST. I I I - - - - -106 I I I -- -- --- 1 C11 _ YEN WOMEN El 1_105 1-106 WATER E6 SERV. RM. ,-109 C2 1 I I 1 1 , COMMUNITY C27 C2 MEETING RM E4 E6 1-107 (Above Eil 1C2 I I ---- C13--- ------ ---------- E2 ----- REPORT In 1 IIWRITINC MAIL RM TRAINING 1-170 TOR. -1 1-165 -101 Q W22 E7 -t01 LT- 1B-� B-2 1-1 OFFICE I-1�6 i7 1-11p -1, 11 CRE P C Fir, CREW RR LT - BUNK 1 1-115 n LT -2 OFFICE 1-I12 B-7 1-132 -n CORR. ,-116 LT - BUNK 2 1-113 LT- BUNK�� 3 1-11A LT -3 OFFICE 1-115 a e I -le I I C10 ST I C__� I E6 I UP I C9 C!iz bel A. Qroaurray, P.C. Es I'loie:,.lo;lal Fr,?,inee.r FI - Nu stlation NO. 38558 RR, C7 G'rl . MIR,KOR " 4200 411ITM ST. RFIORM- ST. MIONE (727) 522.0453 fAx (737) 5321045 O CITY CLASS ! MIRROR. INC. DRAWINGS. WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED N WHOLE OR PART N ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF CITY GLASS k MIRROR, INC. DO NOT SCALE DRAWINGS. USE OVEN DIMENSIONS ONLY. IF NOT SHOWN. VERIFY CORRECT DIMENSIONS "TH CITY GLASS k MIRROR, ARCHITECT, OR CONTRACTOR. SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: PARTIAL 1ST FLOOR B 'a D A I C 1�Y PLAN DRAWN BY: P. MILANI DRAWING DATE: B SEPT, 26 2009 REVISIONS: FP1 B X11111111111111 '11,1,1111"1' '"'. '°... �,s==�0���4rIIICM1'i� �■""I"1 100]•1 MEDICAL , RM UFD r------ — 1 :cr I - I 1 I ', 1 1 C27 ANTIQUE APPARaLSZ MUSEUM E4 I ® 1-105 40ve 1 1 1 • I � I V I I• I L ------j -- I I C14 L --.----._------ E2 B IST FLOOR B 1 A-1.01 SCALE: N.T.S. Above RECORDS STORAGE W2 r-------------Tr------------Ir----------------1 I I ELEC. CLST. I I I - - - - -106 I I I -- -- --- 1 C11 _ YEN WOMEN El 1_105 1-106 WATER E6 SERV. RM. ,-109 C2 1 I I 1 1 , COMMUNITY C27 C2 MEETING RM E4 E6 1-107 (Above Eil 1C2 I I ---- C13--- ------ ---------- E2 ----- REPORT In 1 IIWRITINC MAIL RM TRAINING 1-170 TOR. -1 1-165 -101 Q W22 E7 -t01 LT- 1B-� B-2 1-1 OFFICE I-1�6 i7 1-11p -1, 11 CRE P C Fir, CREW RR LT - BUNK 1 1-115 n LT -2 OFFICE 1-I12 B-7 1-132 -n CORR. ,-116 LT - BUNK 2 1-113 LT- BUNK�� 3 1-11A LT -3 OFFICE 1-115 a e I -le I I C10 ST I C__� I E6 I UP I C9 C!iz bel A. Qroaurray, P.C. Es I'loie:,.lo;lal Fr,?,inee.r FI - Nu stlation NO. 38558 RR, C7 G'rl . MIR,KOR " 4200 411ITM ST. RFIORM- ST. MIONE (727) 522.0453 fAx (737) 5321045 O CITY CLASS ! MIRROR. INC. DRAWINGS. WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED N WHOLE OR PART N ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF CITY GLASS k MIRROR, INC. DO NOT SCALE DRAWINGS. USE OVEN DIMENSIONS ONLY. IF NOT SHOWN. VERIFY CORRECT DIMENSIONS "TH CITY GLASS k MIRROR, ARCHITECT, OR CONTRACTOR. SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: PARTIAL 1ST FLOOR B 'a D A I C 1�Y PLAN DRAWN BY: P. MILANI DRAWING DATE: B SEPT, 26 2009 REVISIONS: FP1 B KM Iaru m, r ,IML T k000 W& ® r\ f � R nv,rrw+1, vc V' i mom", ! I I I C27 C2 14 16 I CN \ - - - - d3 -- -J r2 E6 C2 C6 1- f10 (6 n7- 9_IrI-1r ,-,)) IN,-111rpla41I 41� �0,mvf�V�l.f/-� Bi ad,vay, FE. (ia No. 33553 1ST FLOOR C KALE: M.T.S. gm •200 19TH ST. NORTH- ST. PETERSBURG. FL PHONE (727) 522.9133 FAX (727) 522192D O CITY CLASS h MIRROR. INC. DRAWINGS. WRITTEN MATERIAL. AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FOR" OR FORMAT 'WITHOUT PRIOR WRITTEN CONSENT OF CITY CLASS h MIRROR. INC. DO NOT SCALE DRAWINGS. USE ','IVEN DIMENSIONS ONLY. IF NOT SHOWN. VERIFY CORRECT DIMENSIONS WITH CITY CLASS! MIRROR. ARCHITECT. OR CONTRACTOR, PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD. FL DRAWING TITLE: PARTIAL 1ST FLOOR C A o — � C KEY PLAN DRAWN BY: P. MILANI DRAWING DATE: SEPT. 26 2009 REVISIONS: F P 1 (= ! I I I C27 C2 14 16 I CN \ - - - - d3 -- -J r2 E6 C2 C6 1- f10 (6 n7- 9_IrI-1r ,-,)) IN,-111rpla41I 41� �0,mvf�V�l.f/-� Bi ad,vay, FE. (ia No. 33553 1ST FLOOR C KALE: M.T.S. gm •200 19TH ST. NORTH- ST. PETERSBURG. FL PHONE (727) 522.9133 FAX (727) 522192D O CITY CLASS h MIRROR. INC. DRAWINGS. WRITTEN MATERIAL. AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FOR" OR FORMAT 'WITHOUT PRIOR WRITTEN CONSENT OF CITY CLASS h MIRROR. INC. DO NOT SCALE DRAWINGS. USE ','IVEN DIMENSIONS ONLY. IF NOT SHOWN. VERIFY CORRECT DIMENSIONS WITH CITY CLASS! MIRROR. ARCHITECT. OR CONTRACTOR, PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD. FL DRAWING TITLE: PARTIAL 1ST FLOOR C A o — � C KEY PLAN DRAWN BY: P. MILANI DRAWING DATE: SEPT. 26 2009 REVISIONS: F P 1 (= Bi ad,vay, FE. (ia No. 33553 1ST FLOOR C KALE: M.T.S. gm •200 19TH ST. NORTH- ST. PETERSBURG. FL PHONE (727) 522.9133 FAX (727) 522192D O CITY CLASS h MIRROR. INC. DRAWINGS. WRITTEN MATERIAL. AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FOR" OR FORMAT 'WITHOUT PRIOR WRITTEN CONSENT OF CITY CLASS h MIRROR. INC. DO NOT SCALE DRAWINGS. USE ','IVEN DIMENSIONS ONLY. IF NOT SHOWN. VERIFY CORRECT DIMENSIONS WITH CITY CLASS! MIRROR. ARCHITECT. OR CONTRACTOR, PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD. FL DRAWING TITLE: PARTIAL 1ST FLOOR C A o — � C KEY PLAN DRAWN BY: P. MILANI DRAWING DATE: SEPT. 26 2009 REVISIONS: F P 1 (= �1O C+9 C2 C2 C 2 C5 C2 72 C2 C1 C1 C1 FR p 8 E6 E6 E8 C8 E8 E6 C8 C6 E6 1 a I f1AME W .S DAPT•N r, C3 E"�sra. tT zT. zl. W,s[LVR[ FILEC2ii C$ 7-h7 CASE cwTxNa ® ® ® -ror Tvp RSR MSS � _ I , I E6 D 7-7V s,a L - ' I ^ , C2 O 1. :-71s 'Y iy L_ D EVW20 I E6 KEY PLAN E7 "C' + 7-I,6 O E7 E7 }-ro7l I E2 ® 4CV1[ R[r. fell./ 7_,59 Cp DRAWN BY: 7-155 � • E6 .Tc �RKtI w•wN/ 7 ,,, E° P. MILAN] -X 1-701 wow 7-,], 7-151 ADM LT. (3 [3 X73 `ISI W21 g7 -IM p7 [7 c2 DRAWING DATE: I E7 I oNR wew E6 aoo RREEF•O SEPT. 26 2009 I u LA SIF ARF NL RM 1 E6 sc,. R, u,; �. :-1» arra 7Tae 7_,rT t -ale D 7-7„ '(j I _ t� ... I I ten T27U E� , EB i ,519, Row CSOITA 7 Onan CaN«R 7N, I REVISIONS: 17 E7 2-,9 jC1 I vsR 7-'" ' E,R. ' conew I E6 LT N t-,95 ��y-�-��� KST sTOR -,n -u 72— Cl. C6 MI V t- T t -,el uCN Rw[R I C2 1-192 ',97 7 -lee 0 CO"DORMEC. MCLN W/ 1 E6 SC, 1 _Iy2-,72 NT[l RO7M1. FI-11— VOL OPENMO N O„[NINO 'N 7 coon yA. -K• ANXI I a',a a1n /il FLOOR SLAB ;LOOP sLA / 1 -hl L N1Rvw PR [1 7-fe0 7-„E t -In 1[OUNC•L/ urCIPICA I C6 7`t77 -'9'L NRRM[w IwRRM[R NRRv(1t jjj/t� NRRM['R `7t -Se] CrMALM ' amRIO R/ •-. ;� J N 7-190 1-,e9 7 -lee v Q O ]-1T9/N, 5,400 NPL. j -I'S 1-,t1 CIIYtl 7 SIM .. ... 1. Ills 7,V C26 } E7R?S �, CSO a omr ARn.a CT W2S F7-Ic2 ff"� C7 E7 [ I [. / II E7 II C18 II ET 7-,0, I 11.5 K W ---_ - �\ C20 CID 2'i0!' wN[Rw5 NQS ,,.may r p0 C2G FTI _ C20 E4 ------EI _ 2pus (i=1)7 - C31 Ci AOL 20 C'0 [i C21 - C23 .-- fn AOL— C22/ — ------I F 1 Ewr .•, T� Cli% belA. QroadWay, .E. ------ 17; Wf s, anal Fr,?irl aer Ll' FL filenistration No. 3S - — ------_.i 5200 SBTX ST. NORTH- ST. PCTEII9BURC, FL PHONE (727) 522.9553 FAX (727) 5211928 O CITY CLASS h MIRROR, INC. DRAWINGS, WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED - OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR ' WRITTEN CONSENT OF CITY GLASS @ MIRROR, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHORN. VEPIFY CORRECT DIMENSIONS WITH CITY 2A 2ND FLOOR A CLASS k MIRROR, ARCHITECT. OR CONTRACTOR. A-1.02 SCALE: N.T.S. —_ - — — - — —PROJECT -TITLE: [ SANFORD PUBLIC w. sTOR. 7-165 SAFETY COMPLEX E Ct-wI SANFORD, FL ® J lee RDRI s .las ILEMOw (WXNCl a[m f. 7-,15 EITER*R „APC ,7-147 4R[Av AR• C, DRAWING TITLE: PARTIAL 2ND FLOOR A is - cut saRE ,TNI] w �1O C+9 C2 C2 C 2 C5 C2 72 C2 C1 C1 C1 FR p 8 E6 E6 E8 C8 E8 E6 C8 C6 E6 1 a I f1AME W .S DAPT•N r, C3 E"�sra. tT zT. zl. W,s[LVR[ FILEC2ii C$ 7-h7 CASE cwTxNa ® ® ® -ror Tvp RSR MSS � _ I , I E6 D 7-7V s,a L - ' I ^ , C2 O 1. :-71s 'Y iy L_ D EVW20 I E6 KEY PLAN E7 "C' + 7-I,6 O E7 E7 }-ro7l I E2 ® 4CV1[ R[r. fell./ 7_,59 Cp DRAWN BY: 7-155 � • E6 .Tc �RKtI w•wN/ 7 ,,, E° P. MILAN] -X 1-701 wow 7-,], 7-151 ADM LT. (3 [3 X73 `ISI W21 g7 -IM p7 [7 c2 DRAWING DATE: I E7 I oNR wew E6 aoo RREEF•O SEPT. 26 2009 I u LA SIF ARF NL RM 1 E6 sc,. R, u,; �. :-1» arra 7Tae 7_,rT t -ale D 7-7„ '(j I _ t� ... I I ten T27U E� , EB i ,519, Row CSOITA 7 Onan CaN«R 7N, I REVISIONS: 17 E7 2-,9 jC1 I vsR 7-'" ' E,R. ' conew I E6 LT N t-,95 ��y-�-��� KST sTOR -,n -u 72— Cl. C6 MI V t- T t -,el uCN Rw[R I C2 1-192 ',97 7 -lee 0 CO"DORMEC. MCLN W/ 1 E6 SC, 1 _Iy2-,72 NT[l RO7M1. FI-11— VOL OPENMO N O„[NINO 'N 7 coon yA. -K• ANXI I a',a a1n /il FLOOR SLAB ;LOOP sLA / 1 -hl L N1Rvw PR [1 7-fe0 7-„E t -In 1[OUNC•L/ urCIPICA I C6 7`t77 -'9'L NRRM[w IwRRM[R NRRv(1t jjj/t� NRRM['R `7t -Se] CrMALM ' amRIO R/ •-. ;� J N 7-190 1-,e9 7 -lee v Q O ]-1T9/N, 5,400 NPL. j -I'S 1-,t1 CIIYtl 7 SIM .. ... 1. Ills 7,V C26 } E7R?S �, CSO a omr ARn.a CT W2S F7-Ic2 ff"� C7 E7 [ I [. / II E7 II C18 II ET 7-,0, I 11.5 K W ---_ - �\ C20 CID 2'i0!' wN[Rw5 NQS ,,.may r p0 C2G FTI _ C20 E4 ------EI _ 2pus (i=1)7 - C31 Ci AOL 20 C'0 [i C21 - C23 .-- fn AOL— C22/ — ------I F 1 Ewr .•, T� Cli% belA. QroadWay, .E. ------ 17; Wf s, anal Fr,?irl aer Ll' FL filenistration No. 3S - — ------_.i uc/REF•G AOYN T. I.A. BRCAF TRY MCR, / INT. RA OFFICE STOP. ARCA M.LSS Wan AREA C2 t -1n i ® T11 STu+ 7-N1 7 -MS 1 WIC LA I.A OE ROOM SCT fIES 7-111 1 CORRIDOR -n CORPOGR rl7e r,79 :-uo C1 a '37 E6 DEPUTY 7-47 OBS � , D R _ 7 I% STOP. COR CORRM C2 At t VESA 2_,eT MtN XAIEI " T- +2 w EB rm WOMEN 'mnfw WT[RWFW -,ESI 1^,e5 CORRIDOR MEC". MCCN \ / 7-172 INTEL ItFCPYT, �� OPENING IN OPENING "I _ _ - Q1 1 NOL' OPEN CRIYF - _ OFFICE —.OFFICE— - �� FLOORSLABFLOOR SL / \ COOPD._ —10M AREA — —Awm — rleG 2-,7e 7-,n Y[OMRCAL/ ELEC,PKu M TL_-,.sJ INT IRVO i ,e7 0N�PL O YANG. SLTUDIO 7_us 7_na INTEL ELEV. 2 sAR 7 FEES T-178 WMl 14 I caREorn ® M25 E� I C30 x-101 ®j COPRID0IT I 4 T -,G2 I I KMS REWEVI/ c2, C20 C20 a X07 RGEET s NCHsLcou/ B.o C20 rA E/ R.R. R.r. a''7o C)1 E6 E4 — --— ------------ 7-,77 1-177 O C°3 — STIER. EB E3 7-1a I T C22 C2 BAIT. cNu_I INNm. R E3 I I E6 7-,aJ Bt- 779 C31 vF IE n E6 BAIT. F2IsrRCGY� 7-+m 12e C2 I g I STOP. TRAFFIC d 1-'ot 7_10° [.a/,RNNwo V OFFICEC31 d ROOM 1-,76 E6 CZ BAT,. - E6 CNI[F-7 415 q 7-1090 E7 f\ /1 A6& STaT. fISCAI ASSISI. ' ,7 '7 w? n� I C7, E6 F - i 01[F-1 C2 a-1'0 AVIAN $ d COPr/ E6 -I oor7=w PICU RY ADMN ASSISI. r US 7- n 7-nT x -+ a1 cat C2 uc E6 L EPEn E6 REF C �U ,MACt cGRMDo AR BAIT 7 -Ip A artF-s _Ii E n , OEPUTr S,OR (- /EXTERIOR 7 w ,WF 2-117 IAC OBYR. DN :-US CMEr 1_Ilg ID E6 -I I `f r Es E6 E5 Eo [I; 2B 2ND FLOOR B A -I 02 KALE: N.1 !:7'I;!;;1 A. !"I oldway, PLE. 3 /4 No. 335 A 0 O 4200 49TH ST. NORTH- ST. PETERSBURG, FL PHONE (727)'522.9453 FAX (727) 522.1926 O CITY GLASS k MIRROR. INC. DRAWINGS, WRITTEN MATERIAL. AND DESION CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF CITY CLASS Be MIRROR, INC. 00 NOT SCALE DRAWINGS. USE L VEN DIMENSIONS ONLY. IF NOT SHOWN. VERIFY CORRECT DIMENSIONS PATH CITY CLASS k MIRROR, ARCHITECT, OR CONTRACTOR PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: PARTIAL 2ND FLOOR 8 A I KEY PLAN DRAWN BY: P. MILANI DRAWING DATE: SEPT. 26 2009 REVISIONS: 1. A U 1 Ii �Ji I I I r�tt• r.. ° R=alp M tr -W ra h' aw II w-Wi' ra II wx I w rx IM MAX 4S "A U. D" DAA e ux �FA. f U.o 0 4f' r i i g �d-- e ■ NI II II I 4!-rr' ran ux �FA. f U.o 0 4f' e O.H.Pq i O.H. O.H. Icl, LNi : w RM�Mw Ila M �NMpi Ah WUf !d M MAarI ALL EIEVATIOM MlL K aH. REQURE FELD di �1 VDSIGA7ION BFFO M PRODL[DW 1MIM ti a FABMCAIM /W MUM �N, �� - BROADWAY EA661MEERING 1335 West Cass Street Tampa, Florida 33606 ° 7 LJ i� F1 . R. Elizbe A. Broadway, rL Pro Zonal Engineer :��I`� AD FL Registration No. 38558 4M 4M 0. n� t. PrIMULM more frnl MUM rM Mn am= . am .-M . MMMOR M ORA rRTrw w AND KUM 41 rMMPL® M "M 41 PARI M Am IOw OR rOMMT M}IOUT PR= ww�tiM COMM 6 CM MAN k DO MOT iOML ORArlw6 Di MIN DREfsm1! OILK !MOT :DML YERT wall T biaAq ■N ATT CLAW & MIM°l AROMIQT. OR 0°ORAM. PROJECT TITLE SANFORD PUBLIC — —SAFETY-COMPLEX— SANFORD. FL DRAWING TITLE- ELEVATIONS ITLEELEVATIONS 1 SCALE: 3/a* to 1' DRAWN BY: P. MILANI DRAVNNG DATE: SEPT. 26 2OD9 REVISIONS: AI/11/10 AE APRVL- A 3/2/10 STEEL REINF E1 7 2' F.O. MA% f.S. 4AX C13 IAWNEER rW IOD LMI CT3 a0 syu: Ilo[o Dorm, wnn WA (1) y1• „•-7' F.O. SHIM 1NIII MAX • Fs. MAX • D. O6 D. D6 42Lh DA.0. 2k' Ci6 mw -WEER CW lGoo LMI he AAL: XRKo owrnn tan Iws; (,) SHIM F�IIM rz• MAX L j, MAX .1. SHW C14 KAWNCCR W VO LMI h4 YXI1: loco CAnn Roti ti� (,) q -- C18 KAWNEER CW 1600 WI C,e • [CAL: 4TRn aurtin Ron *m (1) ALL ELEVATIONS WILL REOUIRE FIELD VERIFICATION BEFORE PROCEEDING WITH FABRICATION CIS KAWNEER CW 000 LMI CIS auXmr Toro tius (t) swu f-0- MAx 1y'- 74 w • D.1.0. D.L.o.7p• k ,L C26 KAN7IEll CW 1600 LMI CI4 xr[ Io[o Rrre,. non xus p) DRAWN BY - AM P. MILANI MAX eey4 qD.L.O, 2jg• DRAWING DATE: SEPT, 26 2009 REVISIONS: _1. 1/111 /11 /10 AE APRVL Sz 3/2/10 STEEL REINF C 1` E2 Vi k*o. 38558 aD�J ByE. 40TH ST. NWTN- ST. FL Fr42Do inm322.9453 _ q' E-3 F.O. O CITY CLASS a, MIRROR. INC. DRAX� DE90N CONCERTS SMALL RIAL. AND NOT BE USED OR REPRODUCED MAX E•-�' F.S. SIM MAX" IN WNOLE OR PART IN ANY FORM OR FORMAT WITHOU7 PRIOR . 2h• WRITTEN CONSENT OF CITY CLASS k WR.". INC. •'Cti x' 93• D.L.O. Z• A DO NOT SCALE DRA WNCS. USE GIVEN DIMEN90N$ ONIr. IF NOT SHOWN, DI VERIFY CLASS k Mme CT DIMENSIONSNWTH CITY ARCHITECT. OR CONTRACTOR, \o ` IT ne PROJECT TITLE: SIMA SANFORD PUBLIC SAFETY COMPLEX d 1 R SANFORD. FL J o b_ b 03 SIM 0, DRAWING TITLE: J �d c ELEVATIONS 2 D1 SCALE:3/8" to 1' CIS KAWNEER CW 000 LMI CIS auXmr Toro tius (t) swu f-0- MAx 1y'- 74 w • D.1.0. D.L.o.7p• k ,L C26 KAN7IEll CW 1600 LMI CI4 xr[ Io[o Rrre,. non xus p) DRAWN BY - AM P. MILANI MAX eey4 qD.L.O, 2jg• DRAWING DATE: SEPT, 26 2009 REVISIONS: _1. 1/111 /11 /10 AE APRVL Sz 3/2/10 STEEL REINF C 1` E2 Vi k*o. 38558 • }�r 'x GI i 7 -9j4' F.O. Swu r-eJ¢' r s sAIM YAk MAk 6Dki' �• •_ 2 x I ( 2 D.L.. O.1.0. 2y2' C22 KAWNEER CW 1600 LLR C21 stAlt: UOio IMw1. a[oD auX (t) )`2 3'-3' f0 MAXSH[�4— 2'-6' F.S IM MAx 2 D.L.O. 2y1' t PZI I r 2-9" F.O . .MA% 4+W 2'-6' F.S SM 2.L D.L.O. 2f4' t PZI I r 0 .N C23 KA IN Cw 1600 LMI C13 a RAL ■,- C24 KAWN[ER CIN 1600 LMI WWII, arab 1HIL (I) C7/ a Km: Mttfa WWI0, am ay (i) ALL ELEVATIONS WILL REOUIRE FIELD VERIFICATION BEFORE PROCEEDING WITH FABRICATION SHI" 11'-r F.O. M 1�1 MAX t/'- SMW 6• r, S. MAX 421XB, 421 s D.L1O. D. O. D.L.D. 2)' ii�f aC 7 DS g^0 7 o Cv; 0. H. C25 KAWNEER CW 160D LIN C75 a WAL: WKV OUAI -I[aD WA (1) uDD "I'd sr. NmTH- SL KTC6sit1R FL �JsS�y2u. 453 O CITY CLASS Q MIRROR, INC. DESIGN CONCEPTS SHALL NOT' BAND E USED OR REPROp(10Ep IN WHOLE OR PART al ANY FORM OR FORMAT IK T..' PRIOR 11RITTEN CONSENT OF CITY CLASS B MIRROR. INC. DO NOT I SCALE DRANINCS. USE GI DIMENSIONS ONLY, IF NOT SHO6 VERIFY CORRECT DIMENSIONS wTH CITY CONTRACC CLASS MNROR, ARCHITECT, OR TOR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: ELEVATIONS 3 SCALE:3/8" to 1, I DRAWN BY: P. MILANI DRAWING DATE: SEPT, 26 2009 REVISIONS: E3 SI�111/ 23'-0• F.O. MAX 23'-B• F.S. 80 ' U U• 75y' a D.L.O. MIN MAX & D'-3' F.O. MAX 0'-2' F.S. 2h' 105' 4D.LO. < �y � N d N R o z A". 4Au NAx M� AX 2) . 0'-3' F.O. 0'-2' F.S. ----------- 1 05' D.L.O. NO C C20 RAwNEER CW' goo LLO aD r 1rA11: arnxn Woro ,Ns (0) MAX MAX 2h 2h• 0'-3' F.o. -- B'-2' F.S. 105' _ D.L.O. rol 10' t0' 26 RAWMEER CW 1000 LMI C70 1[4{ MGRO pWltn ROD MUS (I) ALL ELEVATIONS WILL REQUIRE FIELD VERIFICATION BEFORE PROCEEDING WTH FABRICATION ��200 40TH ST�NORMt. - S 1o'-z}z r.D. 1 (7271522.0453 to•_t . [ (727) & MIRROR. OCITY GLASS RROR, INC. MAX ORAWIN T MITEN MATERIAL• AND 37 7p�• DC 'I SHALL NOT BE AUSED X ORM FORMW.T MITHOUTPPRIOR ITT N_MC. T OF CITY GLASS k C30 a 1 R Gw W C70 A trAu: oao aware Rol,XD! (1) I NOT SCALE DRAWINGS. USE OVEN I NSIDNS ONLY. IF NOT SHOWN, VERIFY CORRECT ONLY, WITH CITY OLASS k 401ROR, ARCHITECT, Op CONTRACTOR, PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: ELEVATIONS 4 SCALE:3/8" to 1' DRAWN BY: �j P. MILANI MAX MAX VAX MAX M41A� 514 DRAWING DATE: 2�• 2V MAN V-3* F.O.. � �� 21�' SEPT, 26 2009 9'- 3' r.0. 0'-3' F,O, a' -z' rs. - 9'-2' F.S. S�N 105' 0'-2' F.S. MAX D.L.O. 100' D.L.O. 105' D.L.O. 2x1' REVISIONS: F 1. 1/11/10 AE APRVL ® D 3/2/10 STEEL REINF 0. H. 10' 10' E4 . � c �{:; ri I:I ��oil�1:>•. ;'t_. � /', / �.�/111111F I�VI SHIM NAX �' F.S. �� NAx aLo. I C20 RAwNEER CW' goo LLO aD r 1rA11: arnxn Woro ,Ns (0) MAX MAX 2h 2h• 0'-3' F.o. -- B'-2' F.S. 105' _ D.L.O. rol 10' t0' 26 RAWMEER CW 1000 LMI C70 1[4{ MGRO pWltn ROD MUS (I) ALL ELEVATIONS WILL REQUIRE FIELD VERIFICATION BEFORE PROCEEDING WTH FABRICATION ��200 40TH ST�NORMt. - S 1o'-z}z r.D. 1 (7271522.0453 to•_t . [ (727) & MIRROR. OCITY GLASS RROR, INC. MAX ORAWIN T MITEN MATERIAL• AND 37 7p�• DC 'I SHALL NOT BE AUSED X ORM FORMW.T MITHOUTPPRIOR ITT N_MC. T OF CITY GLASS k C30 a 1 R Gw W C70 A trAu: oao aware Rol,XD! (1) I NOT SCALE DRAWINGS. USE OVEN I NSIDNS ONLY. IF NOT SHOWN, VERIFY CORRECT ONLY, WITH CITY OLASS k 401ROR, ARCHITECT, Op CONTRACTOR, PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: ELEVATIONS 4 SCALE:3/8" to 1' DRAWN BY: �j P. MILANI MAX MAX VAX MAX M41A� 514 DRAWING DATE: 2�• 2V MAN V-3* F.O.. � �� 21�' SEPT, 26 2009 9'- 3' r.0. 0'-3' F,O, a' -z' rs. - 9'-2' F.S. S�N 105' 0'-2' F.S. MAX D.L.O. 100' D.L.O. 105' D.L.O. 2x1' REVISIONS: F 1. 1/11/10 AE APRVL ® D 3/2/10 STEEL REINF 0. H. 10' 10' E4 . � c �{:; ri I:I ��oil�1:>•. ;'t_. � /', / �.�/111111F I�VI d N 10'-9y' F.O. SHIM h MAX 10' -By' F.S. SHIu 1MAX ?rz• D.ItO' 6'-110. D.L.O. 2y2" P ill D7 C3 KAWN R CW 1500 LMI CJ scAtc wrtD OMN�n RDD TNM (1) DO NOT PROCEED WITH FABRICATION OF THIS FRAME UNTIL NOTIFIED ALL ELEVATIONS WILL REOUIRE FIELD VERIFICATION BEFORE PROCEEDING WITH FABRICATION DO NOT PROCEED WITH FABRICATION OF THE 1600 SASH MEMBERS UNTIL NOTIFIED DO NOT PROCEED WITH FABRICATION OF THE 1600 SASH MEMBERS UNTIL NOTIFIED d d 0 C4 KAWNEER CW 1600 LMI C/ ' SCAU: MTLD RIMIIITT RDD TN,$ (1) DO NOT PROCEED WITH FABRICATION OF THIS FRAME UNTIL NOTIFIED rc. 31,.1.55 4200 NM ST. HORTH- ST PH :"K 522.0457 /Ax (n2) 522.1020 O CITY CLASS k MIRROR, INC. MATERIAL. AND DESIGN CONCEPTS WRITTEN PTSSMALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT VAT OUT PRIDP WRITTEN CONSENT OF CITY GLASS 6t MIRROR, INC. DO NOT SCALE DRAWINGS. USE CI4EN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMEN90NS WITH CITY CLASS k MRROR, ARCHITECT. OR CONTRACTOR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: ELEVATIONS 5 SCALE:3/8" to 1' DRAWN BY: P. MILANI DRAWING DATE: SEPT, 26 2009 REVISIONS: 1 /11 /10 AE APRVL 3/2/10 STEEL REINF FS $HI10'- 6}�' F.O. M �• MAX 10'-5)�' F.S. SHIM 2 6-6 MAX D.L.D. D.L.O. a( x P D7 ' o ..... ...... ,�....... DO NOT PROCEED WITH FABRICATION .. OF THE 1600 SASH MEMBERS UNTIL NOTIFIED ... D t< 2 O �d bJ %RO W J •I d 0 n O D2 Hsi W O 04 H U e J Ao Z W ; DO NOT PROCEED WITH A q N FABRICATION OF THE 1600 SASH MEMBERS UNTIL NOTIFIED o 02 Ft SIM 07 O.H. d LL D) p xy 'I O •i 93J tid SIM '.SIM.o ......... `1 Fl o D2 ... .... . . D7. d d 0 C4 KAWNEER CW 1600 LMI C/ ' SCAU: MTLD RIMIIITT RDD TN,$ (1) DO NOT PROCEED WITH FABRICATION OF THIS FRAME UNTIL NOTIFIED rc. 31,.1.55 4200 NM ST. HORTH- ST PH :"K 522.0457 /Ax (n2) 522.1020 O CITY CLASS k MIRROR, INC. MATERIAL. AND DESIGN CONCEPTS WRITTEN PTSSMALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT VAT OUT PRIDP WRITTEN CONSENT OF CITY GLASS 6t MIRROR, INC. DO NOT SCALE DRAWINGS. USE CI4EN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMEN90NS WITH CITY CLASS k MRROR, ARCHITECT. OR CONTRACTOR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: ELEVATIONS 5 SCALE:3/8" to 1' DRAWN BY: P. MILANI DRAWING DATE: SEPT, 26 2009 REVISIONS: 1 /11 /10 AE APRVL 3/2/10 STEEL REINF FS � 1 -11k1� SHIN F.S. MAx C9 KAWNEER CW 140 IMI L9 YKL wow awn T, an 1114 (1) ALL ELEVATIONS WILL REOUIRE FIELD VERIFICATION BEFORE PROCEEDING WITH FABRICATION W-6' F.O. y2' MAX a' -S' F.S. Smw 37 2 Dl0 D.L.O. 2ys' DJ o DO NOT PROCEED WITH ` FABRICATION OF THE 1600 SASH c MEMBERS UNTIL NOTIFIED c z 2'-4' J z Z 4 ^ D O Sr n � DD 1 w ID � ✓t � r ^y � d O.H. 0. H. DO NOT PROCEED WITH FABRICATION OF THE 1600 . , MEMBERS UNTIL NOTIFIED of .......... h 02 D3 ho P2 dlcc OJ 1n G .m De Oil D.O. $1 s -10 C10 KAWNMR CW 1500 IMI no x<I elm 41w11rn4nw4 (q DO NOT PROCEED WITH FABRICATION OF THIS FRAME UNTIL NOTIFIED sau Y� NA% SHIN 1' f.5. MAX C1 !GINE R 501 LMI O` C2 rru ; aw,m an 1114 (45) : < 4'-Oh"F.D. SIN MIN VAX /' F.S. MAX 2�. 3'-Y O.L.O. I _ 2y2• �I C17 WN 501 LYI C 1GIL: o aw,psn 1a: (2) Y' y. LMAX 4AIx MAx 1' F.6 MAX 2y2 Y -T. D.L.Oiy2' 'k- ('21 KAWNE(11 501 LMI C21 -4 1ta1 ertu 4YM1, 801 AV5 (I) 0. H. CT C7 KAWN[ R 1 IYI rAu: loan aNx11, [4111A (11 4'-Dy2• r.o. taw � MAX 1' F.S. MAxw 2y2. 43' o.L.O. 2)22' c( W cc D6 D6 ® O.H. C31 KAWNEER Sol LIR EJ1 M "" 00,14 awxn40" (6) r-4- TIc, ;:• , � „ .�. (I Ips Jv:1Ji. mmwl� •200 MDI T. NORM- ST, P[RIt99M1Eq FL PHONE (727) 522.9453 FAK (727) 522.1928 O LTTY CLASS a MIRROR, RIC. DESCN CONCEPTS SHALL RIOT BE USED OR REPRDOUCCD IN WHOLE OR PARI H ANY FOROR FORMAT IMTHOUT PRIOR NRITTEN CONSENT OF CITY GLASS k MIRROR, INC. DO NOT SCALE DRAN1NCS. USE GIVEN DIwEN.GNS DNLY, 6 NOT SHOWN, VERIrY CORRECT DIMENSIONS WITH CITY CLASS k MIRROR, ARCHITECT. OR CONTRACTDR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD. FL DRAWING TITLE: ELEVATIONS 6 SCALE:3/8" to 1' DRAWN BY: P. MILANI DRAWING DATE.- SEPT. ATE:SEPT. 26 2009 REVISIONS: 1. 1/11/10 AE APRVL /), 3/2/10 STEEL REINF Ec 2'-4' SHM /,• wAx 2' F.S. SHIN MAX 19' DD n 06 r ^y � d O.H. E C5 KA R 5 1 LAM cul: worn 4WM, aa1 w1 n) 4'-Oj4' F.O. �� wAx 1' F,4. MAX 2yj 43' D.L.D. 2j§' �v 0. H. CT C7 KAWN[ R 1 IYI rAu: loan aNx11, [4111A (11 4'-Dy2• r.o. taw � MAX 1' F.S. MAxw 2y2. 43' o.L.O. 2)22' c( W cc D6 D6 ® O.H. C31 KAWNEER Sol LIR EJ1 M "" 00,14 awxn40" (6) r-4- TIc, ;:• , � „ .�. (I Ips Jv:1Ji. mmwl� •200 MDI T. NORM- ST, P[RIt99M1Eq FL PHONE (727) 522.9453 FAK (727) 522.1928 O LTTY CLASS a MIRROR, RIC. DESCN CONCEPTS SHALL RIOT BE USED OR REPRDOUCCD IN WHOLE OR PARI H ANY FOROR FORMAT IMTHOUT PRIOR NRITTEN CONSENT OF CITY GLASS k MIRROR, INC. DO NOT SCALE DRAN1NCS. USE GIVEN DIwEN.GNS DNLY, 6 NOT SHOWN, VERIrY CORRECT DIMENSIONS WITH CITY CLASS k MIRROR, ARCHITECT. OR CONTRACTDR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD. FL DRAWING TITLE: ELEVATIONS 6 SCALE:3/8" to 1' DRAWN BY: P. MILANI DRAWING DATE.- SEPT. ATE:SEPT. 26 2009 REVISIONS: 1. 1/11/10 AE APRVL /), 3/2/10 STEEL REINF Ec r -r fOiif fdJf _ A A - W ll vJIM lm v r N r -r win= .In f 12 fb- ALL INTERIOR ELEVATIONS WILL QEWIRE FIELD RIFICA"ON BEF ROCEEDING WITH FABRICATION u{+n!J 6400 IOTH ST. NORTH- ST. ►� (; 644.845) FAX (197) 544.1948 OOTY CLASS A• MIRROR. NC. DRAWINGS. WRITTEN MATERIAL. AND DESIGN CONCEPTS SMALL NOT SE USED OR REPRODUCED IN WHOLE OR PART N ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSCNT OF CITY CLASS k MIRROR. INC. DO NOT SCALE DRAWINGS. USE OVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WI7M CITY CLASS k MIRROR, ARCHITECT, OR CONTRACTOR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL A DRAWING TITLE: ELEVATIONS 6 SCALE:1/4" to 1' DRAWN BY: P. MILANI �� ro DRAWING DATE: SEPT, 26 2009 0 ® S REVISIONS: 1, 1/11/10 AE APRVL 8 0 T y A E7 r D ° D � s ° s . " D D I A 1600 LMI HEAD I +c I of ARCH, DETAIL REF.: 1 C 1600 LMI HEAD ARCH. SHEET REL: A-5.01 z D1 ARCH. DEIAIL REF.: 17 ARCH, SHEET REF.: A-5.01 I — — — — — 162-006 COVER 162-516 PERIMETER OFFSET PRESSURE PLATE 128-394 /12 x 1 7/8" B PHTF I 128-405 112 x 7/8" AB FHTF 162-312 T' ANCHOR Tli 162-311 "F" ANCHOR 162-385 SHEAR BLOCK 162-204 HORIZONTAL 8 1600 LMI HORIZ. Dt ARCH. DEIAIL REF.: ARCH. 94EET REF.: 162-006 COVER 162-517 OFFSET PRESSURE PLATE 128-394 #12 x 1 7/8" B PHTF 128-405 #12 x 7/8" AB FHTF 162-378 SHEAR BLOCK 162-003 HORIZONTAL e 162-006 COVER C 1600 LM, SILL 162-516 PERIMETER OFFSET D1 ARCH. DETAL REF: 4 — — — — PRESSURE PLATE ARCH. SHEET REF.: A-5.01 128-394 #12 x 1 7/8" B PHTF 128-405 /12 x 7/8" AB FHTF 162-312 "T" ANCHOR I I 162-311 "F" ANCHOR 162-385 SHEAR BLOCK 162-204 HORIZONTAL e D p D 1600 LN SILL D1 ARCH. DETAILREF.; 8 ARCH. SHEET REF.: A-5.01 162-006 COVER 162-516 PERIMETER OFFSET PRESSURE PLATE 128-394 /12 x 1 7/8" B PHTF 128-405 #12 x 7/8" AB FHTF 162-312 "T" ANCHOR 162-311 "F" ANCHOR 162-385 SHEAR BLOCK 162-204 HORIZONTAL I mea F 1800 LMI HEAD Dt ARCH. DETAIL REF.: 9 ARCH. SHUT REF.: A-5.01 C 16DO LIM 9LL/I Dt ARCH. DETAp R ARCH. SHEET RI L 4t COVER PERIMETER OFFSET PRESSURE PLATE #12 x 1 7/8" 8 PHTF t62-312 1T? ANCHOR AB FHTF 162-311 "F" ANCHOR 162-385 SHEAR BLOCK 162-204 HORIZONTAL 162-006 COVER 162-516 PERIMETER OFFSET PRESSURE PLATE 128-394 012 x 1 7/8" B PHTF 128-405112 x 7/8" AB FHTF 162-312 T" ANCHOR 162-311 "F" ANCHOR 162-385 SHEAR BLOCK 162-204 HORIZONTAL 162-006 COVER 162-516 PERIMETER OFFSET 128-394 1112 xS1R7/BLABEPHTF 128-405 #12 x 7/8" AB FHTF 162-312 "T" ANCHOR 162-311 "F" ANCHOR 162-385 SHEAR BLOCK 162-204 HORIZONTAL 62-006 COVER 52-516 PERIMETER OFFSET PRESSURE PLATE 28-394 #12 x 1 7/8" B FHTF ?8-405 112 x 7/8" AB FHTF i2-312 T" ANCHOP. 12-311 "F" ANCHOR Q-385 SHEAR BLOCK 162-204 HORIZONTAL ZX) 4700 NTH ST. IIMTH- ST PETE7TSBURq PL PHQK F 7727132.953 O CITY CLASS & MIRROR, INC. DRAWINGS. WRITTEN MATERIAL, AND DESION OR REPRODUCED INPTS SHAL WHLOLE OR PARTUM ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF CITY CLASS MIRROR. INC. DO NOT SCALE DRAWINGS. USE PVEN DIMENSIONS ONIv. IF N07 SHOWN. VERIFY CORRECT DIMEN90NS WITH CITY GLASS k MIRROR. ARCHITECT, OR CONTRACTOR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: DETAILS 1 SCALE:1 /2" to 1", DRAWN 8Y: P. MILANI DRAWING DATE: SEPT. 26 2009 REVISIONS: D1 162-006 COVER 162-516 PERIMETER OFFSET PRESSURE PLATE H I6DO LMI SILL — — — —. — 128-394 N12 A 1 7/8" B PHTF 02 ARCH. DETAIL REF: 19 128-405 N12 It 7/8" AB FHTF ARCH. SHEET REF.: A-5.01 " 162-312 T" ANCHOR c 162-311 "F" ANCHOR L 1600 LMI SILL 162-385 SHEAR NL DZ F162-204 HORIZONTAL ARCH. SHEET REF: A- 501 a Ad . 'a. .p .Aea'a . . . ° .° ee d. A Oep . p e 0 p° d a d ' e d 162-006 COVER 162-516 PERIMETER OFFSET A. e --- PRESSURE PLATE d .4 d 128-394 /12 A l 7/8" B PHTF d L 128-405 #12 A 7/8" AB FHTF d 2-31SILE REF.; 11 31G62A6H0OE"T' ANCHOR, 162-1 16-8ACH. SHEET REF,: A-5.01 I235 SHEAR BLOCK 6 -2 ' 04 HORIZONTAL r � K 1600 LM SILL 02 ARCH. DETAIL REF.: 12 ARCH. SHEET REF.: A-5.01 162-006 COVER 162-516 PERIMETER OFFSET PRESSURE PLATE 128-394 /12 . 1 7/8" B PHTF 128-405 #12 . 7/8" AB FHTF 162-312 "T- ANCHOR 162-311 "F" ANCHOR 162-385 SHEAR BLOCK 162 HORIZONTAL M 1600 LW JANR D2 ARIN CIE LAE RCF.: } ARCH. WET FEF.: A-5.01 STEEL AS REQUIRED SEE ELEVATIONS FOR LOCAT TYPES AND LENGTHS 16 COfR8 PER OFFSET 162-006 COVER PRE PLATE162-517 OFFSET PRESSURE PLATE 3 HOTAL 162-003 HORIZONTAL N1 1600 LW VERTK:A: 1 D2 ARCH. DETAIL REF.: NSA 1 ARCH. SHEET RCF: N/A 81 1600 HORIZ./350 WAD DZ ARCH. DETAE REF.:5 ARCH. SHEET REF,: A-505 DRAWN BY: P. MILANI DRAWING DATE - SE IT, ATE:SEPT, 26 2009 REVISIONS: /, 3/2/10 STEEL REINF D ? O[i1� 0 0 � a7C 4200 4q1H ST. NORTH- ST. PlEnMIRURC. FL PHONE (727) 572.2453 FAX (727) 522.11112a O CITY GLASS ! MIRROR, INC. DRAWINOS, WRITTEN MATERIALAND DESCH CONCEPTS SHALL NOT. BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT Or CITY CLASS x MIRROR. INC. 162-006 COVER 162-516 PERIMETER OFFSET DO NOT SCALE DRAWINGS. USE OVEN DIMENSIONS ONLY, IF NOT SHOWN, PRESSURE PLATE 128-394 #12 n 1 7/8" B PHTF VERIFY CORRECT DIMENSIONS W1714 CITY CONTRS CTOR, ARCHITECT, OR 128-405 #12 A 7/8" AB FHTF RAAS 162-312 "T" ANCHOR 162-311 "F" ANCHOR 162-385 SHEAR BLOCK PROJECT TITLE - 162 -204 HORIZONTAL SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: DETAILS 1 SCALE:1/2" to 1" 81 1600 HORIZ./350 WAD DZ ARCH. DETAE REF.:5 ARCH. SHEET REF,: A-505 DRAWN BY: P. MILANI DRAWING DATE - SE IT, ATE:SEPT, 26 2009 REVISIONS: /, 3/2/10 STEEL REINF D ? STEEL AS REWIRED SEE ELEVATIONS FOR LOCATIONS DUE TO NOA RESTRICTIONS AND TYPES AND LENGTHS COMPLIANCE,VENEER WALL MUST BE SEPERATED FROM CURTAIN WALL BY DOUBLE HORIZONTAL 162-006 COVER I 162-528 PERIMETER OFFSET PRESSURE PLATE 162-003 HORIZONTAL BLOCKING STRUCTURAL BEAD WILL BE I / REVERSED TO THE OUTSIDE 1 CONTINUOUS AROUND GLASS TO DO NOT PROCEED WITH PREVENT WATER INFILTRATION FABRICATION R N VENEER WALL OF THIS FRAME UNTIL NOTIFIED D3 ARCH. DETAIL REF.: 5 ARCH. SHEET REF.: A-5.01 RIA /�•7IR RD P2 D 5.05 0 1600 LMI JAMB D3 ARCH.DETAIL REF.: 55 ARCH. SHEET NO.: A-5.01 162-006 COVER 'ERIMETER OFFSET RESSURE PLATE ORIZONTAL t -S -N 1600 LMI JAMB D3 ARCH. DETAIL --REF ARCH. SHEET REF.: A-5.01 STRUCTURAL BEAD WILL BE REVERSED TO THE OUTSIDE CONTINUOUS AROUND GLASS TO PREVENT WATER INFILTRATION Ni' 162-006 COVER 0 ' IF1C• 100 162-516 PERIMETER OFFSET 162-006 COVER N. PRESSURE PLATE 162-017 "F" PERIMETER 162-516 PERIMETER OFFSET 162-003 HORIZONTAL° ° p. PRESSURE PLATE 182-017 "F" PERIMETER °.q 162-006 COVER PRESSURE PLA 162-003 HORIZONTAL 162-003 HORIZONTAL 162-528 PERIMETER OFFSET 162-006 COVER ' PRESSURE PLATE 162-003 HORIZONTAL ° q 162-528 PERIMETER OFFSET p PROJECT TITLE: °4 PRESSURE PLATE n D SAFETY COMPLEX I 162-003 HORIZONTAL e•� 4 D DRAWING TITLE: � D SCALE:1/2" to 1" q D ' 4 D D D 0 ns p � �• nl.n I4.a qe p ,ry• w. +15' �• Ra t -S -N 1600 LMI JAMB D3 ARCH. DETAIL --REF ARCH. SHEET REF.: A-5.01 STRUCTURAL BEAD WILL BE REVERSED TO THE OUTSIDE CONTINUOUS AROUND GLASS TO PREVENT WATER INFILTRATION Ni' R 1600 LMI JAMB 43.,/ARCH. DETAIL REF.: I/ ARCH. SHEET REF.: A-5.01 DUE TO NOA NS AND COMPL ANCE,VENEERI WALLMUSTMUST BE SEPERATED FROM CURTAIN WALL BY DOUBLE HORIZONTAL p °D b. WOOD BLOCKING e DO NOT PROCEED WITH FABRICATION NOTIFIED SI 1600 LMI JAMB/350 IR OF THIS FRAME UNTIL NOTf1 1600 LMI O VENCER WALL D3 ARCH. DCUIL REF.: 15 D1 ARO+. DETAIL R[F.: 9 ARCH. SHEET REF.: 8_5.05 ARCH. SHEET REF.: A-5.01 I DRAWN BY: P. MILANI DRAWING DATE: SEPT. 26 2009 PLEASE REVIEW THE NEED TO REVISIONS: SEPERATE THE SYSTEMS WI7H A 4 a " FLASHING DETAIL (' 1. 3 2 10 STEEL REINF [ODI Mr�i„Q 162-006 COVER 162-516 PERIMETER OFFSET PRESSURE PLATE 128-394 /12 a 1 7/8" B PHTF 128-405 112 a 7/8- AB FHTF 162-312 T" ANCHOR 162-311 "F' ANCHOR 162-385 SHEAR BLOCK 162-204 HORIZONTAL D,3 C71 0 ' IF1C• 100 4100 49TH SIT. NMTH- ST. PICFL PHHOMEE((7277)) 522.9453 FAX (717) 522.1918 *CITY GLASS k MIRROR, INC. DRAWWOS, WRITTEN MATERIAL. AND DEGN162-006 SHALLSIN COVER ORgREPRODUCED WHOLE OR PART iiN 162-528 PERIMETER OFF WWRRITTENCN CONSSENTT OF CITORMAT WITHOUT APRIOR PRESSURE PLA WAROR. INC. 162-003 HORIZONTAL DC NOT SCALE DRAWINGS. USE LIVEN DIMENSIONS ONLY, IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH CITY ' GLASS 8 MIRROR. ARCHITECT. OR CONTRACTOR. p PROJECT TITLE: °4 SANFORD PUBLIC SAFETY COMPLEX I SANFORD, FL e•� DRAWING TITLE: DETAILS 1 .T SCALE:1/2" to 1" R 1600 LMI JAMB 43.,/ARCH. DETAIL REF.: I/ ARCH. SHEET REF.: A-5.01 DUE TO NOA NS AND COMPL ANCE,VENEERI WALLMUSTMUST BE SEPERATED FROM CURTAIN WALL BY DOUBLE HORIZONTAL p °D b. WOOD BLOCKING e DO NOT PROCEED WITH FABRICATION NOTIFIED SI 1600 LMI JAMB/350 IR OF THIS FRAME UNTIL NOTf1 1600 LMI O VENCER WALL D3 ARCH. DCUIL REF.: 15 D1 ARO+. DETAIL R[F.: 9 ARCH. SHEET REF.: 8_5.05 ARCH. SHEET REF.: A-5.01 I DRAWN BY: P. MILANI DRAWING DATE: SEPT. 26 2009 PLEASE REVIEW THE NEED TO REVISIONS: SEPERATE THE SYSTEMS WI7H A 4 a " FLASHING DETAIL (' 1. 3 2 10 STEEL REINF [ODI Mr�i„Q 162-006 COVER 162-516 PERIMETER OFFSET PRESSURE PLATE 128-394 /12 a 1 7/8" B PHTF 128-405 112 a 7/8- AB FHTF 162-312 T" ANCHOR 162-311 "F' ANCHOR 162-385 SHEAR BLOCK 162-204 HORIZONTAL D,3 T 1600 LMI HEAD D4 ARCH. DETAIL REF.: 1 ARCH. SHEET REF.: A-5.02 U 1600 LMI HEAD/SILL D4 ARCH. DETAIL REF.: 2 ARCH, SHEET REF.: A-5.02 V 1600 LMI SILL W ARCH. DETAIL REF,: 10 ARCH. SHEET REF.: A-5.02 162-006 COVER 162-528 PERIMETER OFFSET PRESSURE PLATE 162-355 "T" ANCHOR 162-354 "F" ANCHOR 162-347 SHEAR BLOCK 128-396 012 X 7/16' P.H.S.T. 128-284 012 It 1 1/2" AS FHTF 162-064 MULLION 162-006 COVER 162-528 PERIMETER OFFSET PRESSURE PLATE 162-347 SHEAR BLOCK 128-396 012 X 7/16" P.H.S.T. 128-284 012 x 1 1/2' AS FHTF 162-064 MULLION 162-006 COVER 162-528 PERIMETER OFFSET PRESSURE PLATE 162-355 "T' ANCHOR 162-354 "F" ANCHOR 162-347 SHEAR BLOCK 128-396 012 X 7/16" P.H.S.T. 128-284 012 x 1 1/2" AS FHTF 162-D54 MULLION 162-006 COVER 162-528 PERIMETER OFFSET PRESSURE PLATE 162-347 SHEAR BLOCK 128-396 012 X 7/16" P.H.S.T. 128-284 012 It 1 1/2- AS FHTF 162-064 MULLION W 1600 LMI HEAD [04 ARCH. DETAIL REF.: 5 e ARCH. SHEET REF.: A-5.02 >< 1600 LMI HORIZONTAL D4 ARCH • DETAIL REF.:6 ARCH. SHEET REF.: A-502 Y 1600 LMI SILL D4 ARCH, DETAIL REF.: 4 ARCH. SHEET REF.: A-502 162-006 COVER 162-516 PERIMETER OFFSET PRESSURE PLATE 162-017 "F" PERIMETER 162-347 SHEAR BLOCK 128-396 012 X 7/16" P.H.S.T. 128-284 012 x 1 1/2" AS FHTF 162-064 MULLION 162-006 COVER 162-517 OFFSET.PRESSURESPLATE 162-347 SHEAR BLOCK 128-396 012 X 7/16' P.H.S.T. 128-284 012 x 1 1/2' AS FHTF 162-064 MULLION 162-006 COVER 162-528 PERIMETER OFFSET PRESSURE PLATE 162-347 SHEAR BLOCK 128-396 012 X 7/16" P.H.S.T. 128-284 012 x 1 1/2" AS FHTF 1162-064 MULLION TFII IL7U� ME 4r. rLNORTH- ST PHOW (727) 522.0453 FAX (727) 5121228 O OTY CLASS k MIRROR, INC, DRAWINGS. WRITTEN MATERIAL AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF CITY (LASS k MIRROR. INC. DO NOT SCALE DRAWINGS. USE OVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIfY CORRECT DIMENSIONS WITH CITY GLASS k MIRROR, ARCHITECT. OR CONTRACTOR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: DETAILS 1 SCALE:1/2" to 1" DRAWN BY: P. MILANI DRAWING DATE: SEPT, 26 2009 REVISIONS: `ARCH. DETAIL REF.: 6 ARCH. WET REF.; A-5.02 162-006 COVER 162-528 PERIMETER OFFSET PRESSURE PLATE 54 MULLION AA 1600 LMI JAMB DS ARCH. DETNL REF.: 3 ARCH. SHEET REF.: A-5.02 er X-wo (:UVER -528 PERIMETER OFFSET PRESSURE PLATE 162-355 "T" ANCHOR 162-354 "F` ANCHOR 162-347 SHEAR BLOCK 128-396 /12 X 7/16' P.H.S.T, 128-284 012 x 1 1/2" AB FHTF 162-064 MULLION 162-OD6 COVER 162-516 PERIMETER OFFSET PRESSURE PLATE 162-017 "F" PERIMETER 162-064 MULLION BB 1600 LMI JAMB D5 ARCH. DETAIL REE.: 7 ARCH. SHEET RCF.: A-5.02 162-312 `T" ANCHOR 162-355 "T" ANCHOR T- 7 1600 HEAD/SILL "T" ANCHOR DS)IARCH. DETAIL REF.: N/A ARCH. SHEET REF.: N/A 162-311 "F" ANCHOR 162-354 `1 " ANCHOR I� III-a� III Ilr �� /'L2'\1600 HEAD/SILL `F' ANCHOR \.!.5./ARCH. DETAIL REF.: N/A ARCH. SHEET REF.: N/A 162-006 COVER 162-528 PERIMETER OFFSET PRE162-064 MULLIONRE PLATE CC 1600 LMI JAMB D5 ARCH. D[TAIL REF.:9 ARCH, SHCCT REL: A-5.02 162 -DOB COVER 162-517 OFFSET PRESSURESPLATE 162-064 MULLION t DETAIL REF.: /A SHEET Iri l%;.I(11?rtl F,1 r•��I��r� F: I:,zI,il,I,tOn iyr, 3,01"5c 1U gww-v, 4200 NTH ST. NORTH- ST. FEtEI1fWL4 FL MIOIIE (727) 522.5453 FAX (727) 522.1520 O CITY CLASS k MIRROR, INC. DRAWINOS. WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART N ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF CITY GLASS k MIRROR. INC. DD NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH CITY CLASS ! MIRROR. ARCHITECT, OR CONTRACTOR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: DETAILS 1 SCALE:1 /2" to 1" DRAWN BY: P. MILANI DRAWING DATE: SEPT. 26 2009 REVISIONS: 00 501 LMI STOREFRONT HEAD 9 D6 ARCM. OETAE REF.: 11 ARCH. SHEET FEF.: A-5.02 EF 501 LAN STOREFRONT HDRR. D6 ARCH. DETAIL REF.: 13 ARCH, SHEET REF.: A-5.02 f i75-115 HORIZONTAL i75-101 CLASS STOP JJ 501 LMI STOREFRONT SILL D6 ARCH. DETAIL REF.: 16/17 ARCH. SHEET REF.; A-5.02 e I kl L CC 501 LHAI STOREFRONT JAMB ARCH. DETAIL REF,: 12 ARCH. SHEET REF.: A-5.02 FE� , 575-102 POCKET FILLER 575-116 H.w. wimnm 575-035 POCKET FILLER 575-051 DOOR JAMB Top r -- 'LASHING @y5,1 350 IR JAMB ARCH. DETAIL RCF.: N/A ARCH. SHEET REF.: N/A 575-035 POCKET FILLER 575-051 DOOR JAMB 575-104 GLAIS STOP 575-103 SILL I 575-157 H.P.SILL FLASHING HH 501 LMI STOREFRONT VERT. D6 ARCH. DETAIL REF. N/A ARCH. SHEET REF.: N/A LL 501/350 IR HEAD D6 ARCH. DETAIL REF,: N/A s.a ARCH. SHEET REF.: N/A n a KK1 501/350 IR JAMB D6 ARCH. DE7AIL REF.: N/A ARCH. SHEET REF.: N/A KK1 350 P MEEIING STILES D6 ARCH. DETAIL REF.: N/A ARCH. SNEE1 REF.: N/A MM 501/350 IR THRESHOLD D6 ARCH. DETAIL REF,; 20 ARCH. SHEET REF.: A-5. JJ1 501 LM STOREFRONT SILL D6 ARCH. DETAIL REF.:15 ARCH. SHEET REF.: A-5.02 HOLD DRAWN BY: TRANSOM BAR P. MILANI STOP DRAWING DATE: SEPT, 26 2009 REVISIONS: /\REVISED IR501 SILL D6 4200 49TH ST. �NOR1H- ST. PACK (727) 622.9453 FAX (727) 62210! 0 CITY CLASS k MIRROR, INC. DRAWINOS, WRITTEN MATERIALAND DESIGN CONCEPTS SMALL NOT' SIE USED OR REPRODUCED RI WHOLE OR PART IN ANY FORM OR FORMAT WTHOUI PRIOR WPoTTEN CONSENT OF CITY CLASS k MIRROR, INC. DO NOT SCALE DRAWINGS. USE LIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSIONS WITH CITY 575-159 INTERIOR COVER CONTRACTOR. ARCHITECT, OR 575-104 EXTERIOR GLASS STOP 575-158 SILL 575-157 H.P.SILL FLASHING PROJECT TITLE: SANFORD PUBLIC . Q SAFETY COMPLEX SANFORD, FL DRAWING TITLE: DETAILS 1 SCALE:1/2" to 1" HOLD DRAWN BY: TRANSOM BAR P. MILANI STOP DRAWING DATE: SEPT, 26 2009 REVISIONS: /\REVISED IR501 SILL D6 DD 501 LM STOREFRONT HEAD e I 06 ARCH. DETAIL REF -11 ARCH. SHEET REF.: A-5.02 P LMI STOREFRONT HORIzOI. DETALREF.: 13 M SLEET REF.: A-5.02 i75-115 HORIZONTAL i75-104 GLASS STOP AKU1. ]RUL REF.: A-5.02 8 COVER L GLASS STOP FLASHING � I e 575-159 INTERIOR COVER if 575-104 EXTERIOR GLASS STOP 575-158 SILL 575-157 H.P.SILL FLASHING ie D o� wawa JJ 501 LMI STOREFRONT SILL D6 ARCH. DETAIL REF.: 16/11 ARCH. SHEET REF.: A-5.02 L a GG 501 IN STOREFRONT JAMB 2ARCH. DETAIL REF.: 12 ARM SHEET REF.: A-5.02 f 777777TP 575-102 POCKET FILLER 575-116 H.W. MULLION 575-035 POCKET FILLER 575-051 DOOR JAMB we a G' 'o a . Ca a. . e Al yL• as .a n m KK501 350 IR JAMB D6 ARCH. DETAIL REF.: N/A AROi. SIM REF.: N/A HN 501 LMI STOREFRONT WRT. D6 AROi. DETAIL REF.: N/A ARCH. SHEET REF.: N/A 575-035 POCKET FILLER 575-051 DOOR JAMB •°' sac --{ UL ru KK1 5O1 350 R JAMB D6 ARCH. DETAIL REF.: N/A ARCH. SHEET REF.: N/A �•Y �K N KK1 350 IR MEETING SKIES D6 ARCH. DETAIL REF.: N/A ARCH. SHEET REF.: N/A LL 501 350 IR HEAD D6 ARCH. DETAIL REF.: N/A ARCH. SHEET REF.: N/A e�e Y YM 501 350 IR THRESHOLD D6 ARCH. DETAIL REF.: 20 ARCH. SHEET REF.: A-5, m 501 LMI STOREFRONT SILL D6 ARCH. DETAIL REF.: 15 AROL SHEET REF.: A-5.02 575-159 INTERIOR COVER 575-104 EXTERIOR GLASS STOP 575-158 SILL i75-157 H.P.SILL FLASHING TRANSOM BAR I STOP akwom 4200 4M PEMMUFA � orttN- ST mm (7m ansm FAX M 6tt Isn O CITY CUSS & MIRROR, INC. DRAWINGS. WRITTEN MATERIAL, AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR WRITTEN CONSENT OF CITY GLASS t MIRROR. INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS ONLY. IF NOT SHOWN, VERIFY CORRECT DIMENSONS WiTN CITY (LASS h MIRROR ARCHITECT. OR CONTRACTOR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE: DETAILS 1 SCALE:1 /2" to 1" DRAWN BY: P. MILANI DRAWING DATE: SEPT. 26 2009 REVISIONS: /--/-/ �—�^�•-•.i Lam► ! I:z !lel A !If rod""', I L D 6 Off 1-4-11 T' ,Orr • I I;��;�,,Ii.1Ui11! AVO NN1 350 HEAD D7 t ARCH. DE TAJL REF.: 13 ARCH SLEET REF.: A-5.05 NN 400 50 TRANSOM 07 ARCH. DE TML REF.: 13 ARCH. SHEET REF.: A-5.05 PP 350 THRESHOLD D7 ARCH. DETAIL REF.: N/A ARCH. SHEET REF.: N/A M nIO IS_I {q,�,yy. 502 S/A T -BAR 506 SHEAR BLOCK PKG. SS 350 TRANSDM HEAD )22 T -BAR CLASS STOP 47 ARCH. DETAIL REf.: N/A ARCH. SHEET REF.: N/A TT 400 HORIZ D7 ARCH. I;fTAll REF,: N A ARCH. WET REF.: N/A J. w vw n nR+o,�n"•uc`",,,:.°. • SSI 1pp NEAR D7 ARCH. DrTuI REF.: N/A ARCH. SHEET REF.; N/A B t 126 FILLER (3^ LONG AT PERIMETER FASTENERS) 504 SHEAR BLOCK PKC, 012 HEAD 100-003 HORIZONTAL 00-004 CLASS STOP 50 -CG -002 POCKET FILLER 00 350 JAMB D7 ARCH. DETAIL REF.: IB ARCH. SHEET REF.: A-5.05 �s a ;;�;,.w,• • en 4200 49FN sr. NOR}H_ STPETIER'SI. PROW(727) 27 22.9433 FAX (727) 522192! 126 FILLER 3" LONG AT 0CITY CLASS k MIRROR INC. PERIMETER FASTENERS DRAWINGS. WRITTEN MATERIAL, AND 001 HEAD DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT WITHOUT PRIOR IN CONSENT Or CITY CLASS k MIRROR, INC. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSION 5 ONLY, IF N07 SHOWN, VERIFY CORRECT DIMENSIONS WITH CITYOLA55 k MIRROR, ARCHITECT, OR CONTRACTOR. PROJECT TITLE: SANFORD PUBLIC SAFETY COMPLEX SANFORD, FL DRAWING TITLE.- DETAILS ITLE:DETAILS 1 aI SCALE:1/2" to t„ L [IFF]ti ro UU 400 SILL a 00-502 S/A 7 -BAR D7 ARCH• DE7All REF.: N/A 9 t 30-506 SHEAR BLOCK PKG. ARCH• SLEET REF.: N/A 400-003 SILL 50-022 T -BAR CLASS STOP 400-004 GLASS STOP 450 -CC -028 DEEP POCKET FILLER 400-599 OPEN BACK S/A DOOR JAMB ¢ d <. G .' RR J50 JAMB D7 ARCH. DETAIL REF.: I9 350 DOOR STILE L 5 ARCH. SHEET REF,: A-5,05 Wt 350 SILL 9 LL 07 ARCH. DETAIL REF.: N/A 400-003 SILL AROH. SHEET REF.: N/A 400-004 CLASS STOP R * to ro 450 -CG -028 DEEP POCKET FILLER 400-599 OPEN BACK S/A DOr1R re 450-126 FILLER 3" LONG 400-001 JAMB :P SHOLD 'IF D.L.O. W. W 100 JAMB D7 ARCH. DETAIL REF.:N%A ARCH. SHEET REF.: N/A 450 -CG -002 POCKET FILLER 400-001 MULLION D.L.O. 1-3/4' D.L.O. WW 100 VERY D7 ARCH. D[1A1Y ARCH. SHEET REF.: N/A 450-126 FILLER (3" LONG AT PERIMETER FASTENERS) 400-075 CORNER POST 450-033 POCKET INSERT 400-026 FLAT FILLER 400-599 OPEN BACK S/A DOOR JAMB 450 -CG -028 POCKET FILLER D.L.O. t -3/q^ F.W. 1/4. O.D. xX 350 JAMBOTRANSOM 07 ARCH. DETAIL REF.: N/A ARCH. SHEET REF.: N/A 4" D.L.O. F.W, O.D. YY 400 CORNER POST D7 ARCH. DETAIL R(I : N/A ARCH. SFIEET R[C.: N/A Elis b�etP A. Broadway,PE. — Pratessional Fnoinem rl D--4-+-. NL. 00rr0 (v DRAWN BY: P. MILANI DRAWING DATE: SEPT, 26 2009 REVISIONS- D7 EVISIONS: L7i