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HomeMy WebLinkAbout2904 Orlando Dr 19-0010 (a) Accessory Building-pre eng steelCITY OF ,SkNFORD PERMIT APPLICATION BUILDING DIVISION Application No: — MQ LD 6 Documented Construction Value: $ � �`��i1 Job Address: Historic / -S ► Q�1 �j�2(� �`��� Historic District: Yes ❑ No[�� Parcel ID: ' �� s t tw,� �� Ox")Ox") () 0 Residential ❑ Commercial ❑-}`' Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: ��� bk 7'4� ''r--- e.v Plan Review Contact Person: Title:_��� Phone:Email:- Property Owner Information Name �� ������ � JJAP Phone: y0%-7e�- ,ZR. -?a Street:?/3 �f�i9.Df� �9f� ('�. Resident of property?:. City, State Zip:., "W . Contractor Information Name O )c 4-tz"`l agoLa���d_ ..— Phone: Street: �(�� Je > p,S9��'%' Fax: 3'%y -J f-10 es City, State Zip:/rr�. 3'zt�7/Z State License No.: CCtiC43/`7� Architect/Engineer Information Name: Phone: .,3 M-- 7q-7 -- 391(0 Street: HN M I Z49 T Ng_ A00— Fax: City, St, Zip: ,2PI—YT6 Lid &4-11F Fk, -32-(17 E-mail: Bonding Company: t� ! Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. TERMITE PROTECTION TREATMENT SHALL BE BY SOIL CHEMICAL BARRIER METHOD IN CONFORMANCE WITH THE FLORIDA STATE DEPARTMENT OF HEALTH AND REHABILITATION SERVICES, PEST CONTROL RULES PER FLORIDA PEST CONTROL ACT FOR EXECUTION OF TOXICANT APPLICATION AND WITH EPA -FEDERAL INSECTICIDE, FUNGICIDE AND RODENTCIDE ACT. I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 2. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. 3. INITIAL TREATMENT SHALL E DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. 4. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. 5. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. 6. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED. 7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. AFTER ALL WORK IS COMPLETE, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN UNOCCUPIED SPACE. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING TRASH OR OTHER CELLULOSE CONTAINING MATERIAL. DESIGN CRITERIA I. Building Code: Florida Building Code, 2017 Edition MISCELLANEOUS 1. The Contractor is responsible for the means and methods of the construction of the contents of these documents. This shall include, but is not limited to, temporary bracing, shoring, tie downs and other provisions which will ensure the safety at the job site until the entire structural system has been installed, 2. Do not scale these drawings. Coordinate all dimensions, elevations and openings with the architectural drawings and all other trades. Report to this office any discrepancies or omissions found in the contract document. POURED -IN -PLACED CONCRETE 1. Codes and Standards: ACI 318 "Building Code Requirements for Reinforced Concrete" ACI 315 "Details and Detailing of Concrete Reinforcement" ACI 301 "Specifications for Structural Concrete for Buildings" 2. Concrete is to be normal weight conforming to ASTM C94: a Portland Cement - ASTM C 150 b Aggregates (3/4" maximum- ASTM C33 c Air entraining - ASTM C26 Water Reducing - ASTM 0494 e Fly ash (20% maximum) - Class F ASTM C618-78 f) Water - Potable g Slump Range- 3" - 5" h� Placement Time (Maximum) - 90 minutes from batch time 3. Minimum compressive strength after 28 days: a Masonry fill - 3000 PSI (at new openings) b� Slabs, - 3000 PSI 4. Slab -on -Grade a Welded wire fabric - ASTM A 185; lap mesh 6" minimum at joints bMoisture barrier - 6 mil Yo oi eth lene or fibermesh c Compressive strength - 00 PSI 1XI 70'-0" A S -I /c� S -I 3'-4" 121-011 T-0" T-4" 12'-0" 2'- " T-4" 1 5'14" 12'-0" 2'-0" 3'-4" T-4" I eF DEPRESS I I DEPRESS SLAB FOR DOOR FOR DOOR B I DEPRESS SLAB FOR DOOR FOR DOOR B I DEPRESS SLAB FOR DOOl DEPRESS SLAB � FOR DOOR _ _ - _� Ito 1111 311111 10 1 ' ---------------------1 I El �I--�----------------- - I I ------------------- -t C? — ' ` -- ' / \ I 1'4' D x 1'4' W CONT. MON LITHIC THICKENED EDG - /ITYP ------- ~--------- - - - - -- -J I --------I I--------------------------------=--- - - - - - I x36x20! I \ I I I I � ,�6 x36 x�0 f _ 48 A x20_ _ ;\ / _ 48 A x29_ _ ;� 1 /1 X11 I EACH PAD TYP. EACH PAD TYP. #5 x 15' HAIR PIN AT ; o #5 x 1 5' HAIR PIN AT EACH P AD TYP. \\ // EACH PAD TYP. \\ o #5x15'H IR PIN AT \ / #5xITH IR PIN AT w1 11 I/ci I O UI I I I F- I I � I vl I I W I =I I I p I b 0 �y m Cpl I I w I ZI I I v I QI I I I vV)i z l I I v l Lu OI I 1 1—z 1 MONOLITHIC CONC, FTG. &SLAB ON GRADE X II / I _� i4I I THICK, 3,000 PSI MIN. WITH FIBERMESH REINF, a 'ON 6 MIL. VISQUEEN VAPOR BARRIER � � o - / 1 � I I X I C) I #5 x IS HAIR PIN AT CONTROLJOINT CONTROLJOINT t o - -- --- COMPACED,�xI A WELL TERMITE TREATED CLEAN FILL6„x36 26 I I I.F.E. 100.00' 31500 S.F. GROSS I I ` I I I I I I o I I D ❑ I I I I I LU 0 a 0 ° o S- I 6 D #5 x 15' HAIR PIN AT - _ _,_� o _ _ __ _ -_ i---- co p ' 1 J J EACH PAD TYP. / B o 0 0 0 0 o z C14m /` '3x36Lx 0 -x20 _ J I - Ln '' 0 0 0 0 0 I t / I I w V) 1 1 U c> V v c) / I I — Z I I / I I LU I I I I � w I I I I I I I I 8” 8" I 1 / 68%8" 1o S- B LU J__I_�/ I dl n n "1 S-1 / i 0 x 15' HAIR PIN AT CONTROL 10INT I UI 00 0 \ EACH PAD TYP. 1 =1 4 1 Z ZI I 1 01 (V �O LL =T x I O O C) C:,1 I I I z�I I I I I I /I 01 111 1 \ R5 x I S' R PIN AT \ #5x15'H IR PIN AT EACH P D TYP. \ EACH PAD TYP. / #5 x 15' HAIR PIN AT \ / \ / #5 x IS' HAIR PIN AT _ EACH PAD TYP. o;/ ; EACH PAD TYP. - - -x4 'x- - / zy/ \ 48"x4 'x20" �? 6tx36"x20"1 ___ 1 \ /1 ' \ / '- - - - --- ---- - - - --_1_1_30X36"4Y B i- -` "r I \ / 1 I' B" D x 1'4' W CONT. MONOLITHIC THICKENED EDGE (TYP) I \ / I `— � I \ S- �� r - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- I 1------------------------------------------- 1 F--------------------- - --- - --------��-=�-1� — -- -FKVN I EPRESS SLAB FOR DOOR STORE -FRONT DEPRESS SLAB FQ - i I 00 cc - O INSERT 95 ROD IN , I EPXOY FILLED DRILLED 3 -4„ 7, -4„ 15, -4„ I 7, -4„ 161-011 7 -411 IT-411 HOLE .r 4” CONC. SLAB W/ FIBERMESH REINF. A I I C 23'-4” S- I 23'-4” S- ( 23'-4” S-1 OL 100.00' " CONSTRUCTION JOINT TO BE 4" CONCRETE SLAB REINF. WITH FIBERMESH REINF.. FINISHED FLOOR A MIN OF 25% OF SLAB THICKNESS OVER 6 MIL POLYETHYLENE VAPOR BARRIER N @ 11' 8" 0,C. MAXIMUM USE 3,000 PSI CONC, PUMP MIX DRILL 3/4" DIA. HOLE 6" (MIN. INTO FILLED CELL W/ _ LOC -T I TE 2 -PART EPDXY SEE FOUNDATION PLAN FOR TOP OFSLAB FOOTER SIZE AND REINF. 8 FTG. TYPE EL. 100.00' 1. THIS APPLICATION COMPLIES WITH THE LETTER IN INTENT OF THE STANDARD BUILDING CODE AND THE DETAILS OF REINFORCEMENT AS PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, SPECIFICALLY 318-89. � SLAB ON GRADE DETAIL 7 6MIL POLYETHYLENE VAPOR BARRIER SCALE: N.T.S. DOWEL REPLACEMENT DETAIL SCALE: N.T.S. CONTINUOUS #5 BAR IN GROUT---- �1 FILLED CELLS @ 4'-0" O.C. MAX 25" LAPPED - �I II - u u COLUMN REFER TO MTL. BLDG. PACKAGE COLUMN ANCHOR BOLTS REFER TO MTL. BLDG. PACKAGE 81`X811X16" H1111 111 4" REINF. SLAB MIN 3,000 CONCRETE ii41 I PSI. PUMP MIX. BLOCK 11 l_ TOP OF SLAB EL. 100.00' �- - �u u II II II Z13 I'-8'x 1'4' CONT. MONO. FOUND. u u TIRRUPS @ 48 O.C. TYP. %`' (3) #5 CONT. L rA 1 CONT. MONOLITHIC THICKENED EDGE DETAIL (TYP SCALE: 3/4"=1'-0" CONTINUOUS #5 BAR IN GROUT FILLED CELLS @ 4'-0" O.C. MAX 25" LAPPED �n - u II II = II °n (7 PADS REQUIRED) II MATS BOTTOM ONLY (3) #5 BARS E.A. WAY COLUMN REFER TO MTL. BLDG. PACKAGE COLUMN ANCHOR BOLTS REFER TO MTL. BLDG. PACKAGE TOP OF SLAB —I1-- = EL. 100.00' I 4"R INF. SLAB MIN 3,000 it PSI. PUMP MIX. I I 3'x3'x1'-8" REINF. PAD I� FOUNDATION (TYP). L PAD FOUND. DETAIL (TYP SCALE: 3/4"=1'-0 70'-0" FC UNDATION PLAN: WITH FOOTING DETAILS SCALE; 1/4"= I'-011 I CONTINUOUS #5 BAR IN GROUT--- li - FILLED CELLS @ 4'-0" O.C. MAX 25" LAPPED -zz II II u it _ ii _ u A.- 11 q II 11 1j a (4 PADS REQUIRED) a all II MATS BOTTOM ONLY. �d Ifl=t1_I� (4) #5 BARS E.A. WAY - PAD FOUND. DETAIL (TYP SCALE: 3/4"=1'-0" TOP OF SLAB EL. 100.00' 4" REINF. SLAB MIN 3,000 PSI. PUMP MIX. 4'x4'x I'-8" REINF. PAD FOUNDATION (TYP). I-J71J�_d 2i,�9 /� F'EFiNII l' IS6IJEO 'SH/`LL BE CONS TRUEr)'r0 FIE: A 1 rf ! THE WTJ t4: AND N(� A5 I_ICFir! :F 7rjPf-10G,".C) A1.11 HORUY -ro Viol -WE, CANCEL., ALTER OR SET 4c71CF: i''fdY OF THE:. PI-jOVISION OF THE TEChINfJAI_ OF A PERMIT PREVEN r NOR SHALL ISSUANCE jHP L,IJILDIi` G OPFICIAL FROM THERE:AFTEf' aFrll 11F11NC A Col=1F?L'C1'!ON of Ef;rt�JFtS IN ('f��ras, c :rI VITJL-AI•ION S OF 7 Fffs CODE COLUMN c ;r Ts�1_!crlc v REFER TO MTL. BLDG. PACKAGE COLUMN ANCHOR 0 F F I C"' BOLTS REFER TO MTL. + BLDG. PACKAGE PAD FOUND. DETAIL (TYP SCALE: 3/4"=1'-0" TOP OF SLAB EL. 100.00' 4" REINF. SLAB MIN 3,000 PSI. PUMP MIX. 4'x4'x I'-8" REINF. PAD FOUNDATION (TYP). - a � -.,- - L_rJ o o _ o � o STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 JOG -295-9750 III z v; O V) N 0 -� u V1 U C O W LU LU (_9 N uLU J Z O J 0❑ v O CL C) 0 U Q U❑ °zo �¢Z�z � U ❑ LuOO J iii XUL �r1] Q U 0 0 1j LL J o E -F,0 1ici�n — 0 w v, O N u o E Ln CL z V) V,<LUvui0 F_ rr� .0 3: U V) I—z o z ❑V) � Um W ¢� zw�ZI 0 �� U V, U 3: O ¢ LL , h-' ca LU 0 °wZ W cavum¢ ❑ amu- O Q° Z Oz° >°� �� LJ J O O Cd V3 co V O O❑ LLJ Zu0 W= 0 n � cLL 3� 1' =- F- 0 O � VV, JwJ�.°J zuw J J J O Z J L- LZs.I d aLU< aao �.CL CL CIL: 0 c 0 � r�o I� Z 0 0 >< CD 0 v7 w i� jd _ q Rpu rIC kCi 1 o. G STAN P. H0ELLE,� ARCH TECT. tt9033 1'bAYy1Y,NyfA.EACHETO DRAW SHEET # CHECKED BY: S.P.H. SCALE: AS NOTED S-1 DATE: 12-17-18 PLAN - INTERSECTION PLAN - CORNER (D HORIZ REINFORCING PER GSN OR PLAN OR DETAIL CORNER BARS SAME SIZE AND SPACING AS HORIZ REINFORCING. LAP PER GSN OR SCHEDULE. PROVIDE STANDARD HOOK AND ALTERNATE BEND DIRECTION AT INTERSECTION (3 MINIMUN VERTICAL STEEL #5 BARS NOTE: 1. VERT REINFORCING AND GROUT NOT SHOWN FOR CLARITY 2. AT DOUBLE HDRIZ REINFORCING PROVIDE CORNER BAR FOR EACH HORIZ BAR TYPICAL CORNER REINFORCING IN MASONRY WALL PLAN TYPICAL VERTICAL REINFORCING IN SCALE: N.T.S. (1 VERTICAL REINFORCING Q2 TIE AT 8'-0" VERTICALLY (3 HORIZONTAL REINFORCING ONRY WALL SCALE: N.T.S. M BUCK ANCHOR O WINDOW/DOOR JAMB ANCHOR Q MASONRY WALL PER PLAN (4 WINDOW JAMB ANCHOR C� WINDOW OR DOOR SYSTEM SEE ARCH'L Q6 BUCK THICKNESS 1 1/2" OR GREATER a BUCK THICKNESS LESS THAN 1 1/2" NOTE: SEE GENERAL NOTES ON ANCHORING ALL EXTERIOR WINDOW AND DOOR ASSEMBLIES. BUCK ANCORS TO JAMBS SHALL BE 1/4" DIA TAPCON SCREWS WITH! MINIMUM OF 1 1/4" EMBEDMENT INTO JAMB. PROVIDE (1) ANCHOR WITHIN 4" OF ALL CORNERS FOR BOTH VERTICAL AND HORIZONTAL BUCKS AND AT 6" OC MAX FOR THE LENGTH OF EACH BUCK. RIOR WINDOW AND DOOR ASSEMBLIES L EXTERIOR WINDOW AND DOOR ASSEMBLIES BE DESIGNED AND INSTALLED PER THE BUILDING CODE, SECTION 1707.4. L EXTERIOR WINDOW AND DOOR ASSEMBLIES BE DESIGNED TO RESIST THE COMPONENT .ADDING LOADS SHOWN ON THESE DRAWINGS. L EXTERIOR WINDOW AND GLASS DOOR (LIES SHALL BE TESTED BY AN INDEPENDENT IG LABORATORY IN ACCORDANCE WITH LAMA/NWWDA 101/1.S AND BEAR AN AAMA OR ABEL INDENTIFYING THE MANUFACTURER MANCE CHARACTORISTICS AND APPROVED T TESTING ENTITY. L EXTERIOR WINDOW AND DOOR ASSEMBLIES BE ANCHORED '10 STRUCTURE PER THE ,CTURER'S RECOMMENDATIONS TO RESIST THE IENT AND CLADDING LOADS SHOWN ON DRAWINGS. L EXTERIOR WINDOW AND DOOR ASSEMBLIES BUCK THICKNESS IN LESS THAN 1 1/2 SHALL BE ANCHORED THRU rHE JAMB INTO RUCTURAL SUBSTRATE. 6. ALL EXTERIOR WINDOW AND DOOR ASSEMBLIES WHERE BUCK THICKNESS IS 1 1/2 INCHES OR GREATER, THE BUCK SHALL BE ANCHORED DIRECTLY TO THE STRUCTURAL SUBSTRATE AND THE WINDOWS AND DOORS SHALL BE ANCHORED THRU THE JAMB AND INTO THE BUCK. 7. ALL EXTERIOR WINDOW AND DOOR ASSEMBLY DETAILS SHALL BE SUBMITTED ALONG WITH THE CONTRACT DRAWINGS TO THE AGENCY HAVING JURISDICTION FOR THE PERMITTING PROCESS. ELEVATION AT TYPICAL MASONRY FRAMED WALL OPENING SCALE: N.T.S. 11Z� STANLEY P. HOELLE A R C H I T E C T 1114 n ` MISTLETOE DR. C) IL DAYTONA BEACH FLORIDA 32117 386-295-9750 z LJ re_ <n0 0 I r V) 1n O V � d V) oC 0 U ::) n O Lu Lu Q N w ozaoo oC o �� C) a 0D- C� o o Q �.xzu z cD UZ�❑ Q J X zo C3 0 -' O �m c✓'a u u p[ ❑ � ''' U �' CI � a � � Q 0 Lu LL Lu u > w Lu n �I p ARCH U 111' QI'STLETOE 0 O L w u I - N 0 CHEC I- vlNwO SCALE: AS NOTED 0Lu `' Q 0 O ❑ I - (.9 + _ F- zTOI z ❑N �✓ V n Z z Q � 00 zu�z- o ce� OVA -Ju � 0(-) I - c 0 O0 O ❑uz w Lu V Q 00 cL U - LL J ¢ Lu U d LL u -d w O u� z C7 I- �: H I- o -O � 0 _' V) (J -j-I Q 0U JLu LL' z vi LuZ 11Z� n ` C) IL �■r 7:7 0 I r oC 0 Z 0 F— aC oC � C) O C� Q cD C3 0 c✓'a u ARCHITECT'S SEAL �I p ARCH U 111' QI'STLETOE 0 QAYTONA BEACH, FL, "1 DON 'M S,P.H. SHEET # CHEC S-2 SCALE: AS NOTED DATE: 12-17-18 4 STURRUP AND TIE HOOKS OFFSET BAR r1 qd (2-1/2" MIN.) CV I � ALL OTHER REINFORCING U MINIMUM FINISHED BEND DIAMETER 4d FOR #5 BAR AND SMALLER, 6d FOR 96 THRU #8. TYPICAL FOR STIRRUPS AND TIES ONLY (Z 6d FOR 95 AND SMALLER 12d FOR 96 THRU 98 ( MINIMUM FINISHED BEND DIAMETER Gd UP TO 48 BAR, 8d FOR #9 THRU #11, 12d FOR #14 AND #18. TYPICAL FOR ALL REINFORCING EXCEPT STIRRUPS AND TIES NOTE: 1. d = BAR DIAMETER 2. ALL REINFORCEMENT SHALL BE BENT COLD UNLESS NOTED OTHERWISE ON PLANS OR DETAILS 3. REINFORCING PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT UNLESS SPECIFICALLY NOTED ON PLANS OR DETAILS n1 STANDARD REBAR BENDING DETAILS l� l SCALE; N.T.S. EMBEDMENT NOTES: 0 FACE OF WALL, TOP OF WALL, 4 1. PROVIDE ANCHORS, ANCHOR BOLTS AND 5/8" COLUMN ETC. ! I EXPANSION BOLTS PER THIS SCHEDULE OZ PLATE, ANGLE, CHANNEL ETC 7/8" UNLESS NOTED OTHERWISE ON PLANS 6„ ill g" OR DETAILS. ALL MATERIAL SHALL 1 1/4" 1 11" o 1 BE ASTM A307 OR BETTER ( 1 1/2" (MIN.) STANDARD HOOK TYP. ANCHOR BOLT 2. EXPANSION BOLTS USED IN MASONRY (3) THREADS MAY BE INCLUDED IN 22 SHALL BE A TRUBOLT AS MANUFACTURED 28 SHEAR PLANE AT FACE OF EMBEDMENT BY RAMSET OR EQUAL WITH CURRENF 3 PLATE AS APPLIES. 18 ICBO APPROVAL IN MASONRY, INSTALL 1 26 20 2 ONLY IN SOLID GROUTED MASONRY 37 FILLET WELD SIZE: 32 25 4 27 1/2" DIA BOLT: 1/4" 5 1 1/4 3. EXPANSION BOLTS USED IN CONCRETE 25 5/8" TO 7/8" DIA BOLT: 5/16" 28 47 36 SHALL HAVE CURRENT ICBO APPROVAL 31 1" DIA BOLT: 1" 0 4 -EXPANSION BOLTS SHALL BE USED ONLY 6 1 1/2 40 WHERE SPECIFICALLY NOTED ON DRAWINGS 43 ANCHOR OR HEADED STUD 56 EMBEDMENT 5. AUTOMATIC WELDEU STUUS (NELSON SfUUS) MAY BE USED AS AN ALTERNATE TO BENT ANCHORS WELDED AS SHOWN 1 6.EPDXY GROUT BOLT IN DRILLED HOLE 111�SHALL BE INSTALLED PER DETAIL AND GSN 4 EXPANSION BOLT TYPICAL EMBEDDED BOLT OR HEADED DETAIL SCALE: N.1.5. BOLT DIAMETER VERT BOLT EMBEDMENT LENGTH HORIZ BOLT EMBEDMENT LENGTH 1/2 " 611 " 4 " 5/8" 611 411 3/4" 7" 6" 7/8" 8" 6„ ill g" 711 1 1/4" 1 11" 9" CONCRETEQQ3 MASONRY(3) BAR SIZE MIN BAR PACING2 ( I N )� 6000 PSI TOP OTHER BARS(j) BARS 5000 PSI TOP OTHER BARS044 BARS 3000 PSI TOP OTHER BARS(A) BARS 4000 PSI TOP OTHER BARS BARS BAR I ZE SEE NOTED BELOW SEE NOTE© BELOW 2 1 15 15 20 16 19 14 16 12 2 18 12 3 1 1 20 15 22 17 28 22 24 19 3 18 18 4 1 26 20 29 22 37 29 32 25 4 27 24 5 1 1/4 33 25 36 28 47 36 40 31 5 36 30 6 1 1/2 40 31 43 33 56 43 48 37 6 45 36 7 1 3/4 58 44 63 49 81 63 70 54 7 54 42 8 2 66 51 72 55 93 72 80 62 8 63 48 9 2 1/4 74 57 81 63 105 81 91 70 9 72 54 10 2 1/2 83 64 91 70 118 91 102 79 10 81 61 11 2 3/4 93 71 101 78 131 101 1 13 87 11 91 68 ( LAP LENGTHS BASED ON CLASS B LAP SPLICE PER ACI 318-02 AND ACT 530-02 FOR NORMAL WT CONCRETE AND UNCOATED BARS. ALL LAP LENGTHS ARE IN INCHES 2) BAR SPACING 15 MEASURED AS CLEAR DISTANCE BETWEEN BARS. NOTIFY ENGINEER WHERE BAR SPACING IS LESS THAN MIN SPACING NOTED IN SCHEDULE �3 SEE PLAN OR CSN FOR CONCRETE STRENGTH TYPICAL REBAR LAP SCHEDULE ) TOP BARS ARE BARS SO PLACED THAT 12 INCHES OR MORE OF FRESH CONCRETE IS CAST IN MEMBER BELOW SPLICE 5� HORIZ REINFORCING 1N LINTELS, BOND BEAMS AT FLOORS AND ROOFS, AND ALL VERT WALL REINFORCING ( ALL OTHER MASONRY REINFORCING N.T C MECH'L WELD byT"YPICAL MECHANICAL SPLICES MECH'L �1 WELD AND LAP MUST DEVELOP 125% OF BAR YIELD STRENGTH PER NOTE "1" BELOW 02 COUPLER NOTE 1. MECH'L AND WELDED CONNECTIONS MUST MEET THE REQUIREMENTS OF ACI -318 SECTION 12.14.3 AND MUST DEVELOP AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR 2. WELDING SHALL CONFORM TO "STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS D1.4) OF THE AMERICAN WELDING SOCIETY. ALL WELDED BARS TO BE ASTM A706 OR REINFORCING MANUFACTURER "TO PROVIDE A REPORT OF MATERIAL PROPERTIES NECESSARY TO CONFORM TO WELDING PROCEDURES SPECIFIED IN AWS D1.4 3. 418 BARS MUST BE MECHANICALLY SPLICED PER ACI -318 f.S. Q SAWCUT JOINT. 1/8" WIDE x 1/4 SLAB THICKNESS. CUT SHOULD BE MADE AS SOON AS POSSIBLE TO PREVENT UNCONTROLLED SHRINKAGE CRACKING BUT NOT SO SOON AS TO CAUSE RAVELING, ERODING OR SPALLING OF JOINT. CUT SHOULD BE MADE WITHIN 12 HOURS OF CONCRETE PLACEMENT M2 1 1/2"x3 1/2" CONT TAPERED KEY Ir�mmm�m - T�mrrml�l�I z„ STANLEY �3 3 / 4 D 1 Ax 16 LONG SMOOTH 3 KEYED JOINT 4 A R DOWEL AT 18” OC. POLYETHYLENE H I T E C T WRAP ONE END TO PREVENT BOND 41. ° a 1114 TO CONCRETE. CENTER IN SLAB ° DAYTONA BEACH FLORIDA 32117 346-295-9750 THICKNESS AT POUR JOINT. a z Lu MISLOCATED DOWELS WILL CAUSE _ o 000 vi CRACKING 1=III=III=III—III=11' 911 9uRl�r� DOWELED JOINT V) -, C4, INTERRUPT EVERY OTHER BAR AT 0 KEYED JOINT. INTERRUPT ALL BARS N 0 T E S:1. USE DOWELED OR KEYED 3. CONCRETE CONTROL JOINTS SHALL AT DOWELED JOINT. CENTER REINF JOINT AT SLOPE TRANSITIONS BE LOCATED ACCORDING TO GEN BARS IN SLAB THICKNESS UNLESS IN RAMPS AT SLAB ON GRADE STRUCTURAL NOTES OR AS SHOWN NOTED OTHERWISE ON PLANS. ADD CONTROL JOINTS c1-� 0 2. KEYED OR DOWELED JOINT SUCH THAT AREA ENCLOSED BY NEED ONLY OCCUR AT JOINTS DOES NOT EXCEED 260 SQ n EXPOSED EDGES DURING FEET WITH ASPECT RATIO LESS PLACEMENT THAN 1.5 TO 1.0 1:7 ® TYPICAL CONTROL IOINT IN SLAB ON GRADE SCALE: N.T.S. NO -FES 1. BOUNDARY STEEL NOTED IN SHEAR WALL SCHEDULE IS TOTAL STEEL. SEE DETAIL 15 SHEET SD1.0 FOR BAR LAP SCHEDULE 2. THIS DETAIL IS A DEPICTION OF REINFORCING AND TIES. SEE SCHEDULE THIS SHEET FOR REINFORCING REQUIRED �1 TYPICAL VERTICAL STEEL PER SCHEDULE (I) BOUNDARY STEEL PER SCHEDULE ( TIES PER SCHEDULE HORIZONTAL STEEL PER SCHEDULE TYPICAL DETAIL AT MASONRY SHEAR WALL SCALE: N.T.S. C 8" MASONRY SHEAR WALL ( VERTICAL REINF PER SCHEDULE THIS SHEET (I)LEGS - ALTERNATE HOOK ENDS G TYPICAL DETAIL AT MASONRY SHEAR WALL CORNER SCALE: N.T.S. STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 346-295-9750 z Lu _ vi O V) V) 0 O uLu e IF--- Y! 1" u CL c1-� 0 c�7 C:) Lu uj n Lu O 1:7 ® 0 C z Oo U U O Q 0 F _- x z u p w 0 ❑ �7 z LLJ �0 A L 0 111 �-�p 1 ARCHECY. +033 X114 MISTLETOE qR Q BEACH. FL }111 DRAW SHEET # CHECKED BY: S.P.H. Lu �- z m O O L`° U 0 uw LL �F- '� w n L1- ❑ O I-- V)Nu❑ o h- Lu f 0" LI Z Q d C7 Lu T O ~ o o I - w "' + - U¢1—V� Z=p°� z ❑ Z z� ao L V) LLJ o � 0 0 `V,�-jcuU � Oi U Z uo m�O::)¢O❑wzLL! � Lu Lu Q I- 00 ❑_ ❑ Z �Uo o z J_ u v= oo V) Q R 'y L, LL. F¢ J J0 z J�O 2 °- Op O LU U� LL LU Ln w u w w z oI-�: _ 0 2= O p o 0 -' v) Q9 J Qw<� J J 0 Z <C Q LL 0�.Lu Z W W IL O Q O O e IF--- Y! =3 CD c1-� c�7 C:) O 1:7 ® c�C O car, O v� i � r A L �-�p 1 ARCHECY. +033 X114 MISTLETOE qR Q BEACH. FL }111 DRAW SHEET # CHECKED BY: S.P.H. cc J-3 SCALE: AS NOTED DATE: 12-17-18 fi LIFE -SAFETY EGRESS INFORMATION: APPLICABLE CODES LEVEL 3 ALTERATION BUILDING: FBC 2017 EDITION EXITHOUSE PLUMBING: FPC 2017 EDITION Lu A.D.A: FAC 2017 EDITION MR 18" z I I MINIMUM 24" PREFERFED LIFE SAFETY: FFPC 2017 EDITION MECHANICAL: FMC 2017 EDITION I_ I FE j PANEL I ANELE I I I FE FPANELE I I FE GAS: FBC 2017 EDITION oV ELECTRICAL: NEC 2014 EDITION �- OCCUPANCY GROUP "S- I" STORAGE OCCUPANCY: "S- I" STORAGE ACCESSORY BLD, PRIVATE USE I TOTAL PEOPLE: 7 COUNT 3,500 S.F. / 500 S.F. PER PERSON IN WAREHOUSE S -I STORAGE AREA = 7 PERSON n V 3,500 S.F. TOTAL AREA NON -NC NOTE: x = 12 IN IF THE DOOR MAX. DISTANCE OF TRAVEL TO EXIT = 75'. (ALLOWED) OCCUPANCY CAPACITY: .2 INCHES PER OCCUPANT X 7 = 1.4" INCHES MIN. REQUIRED PROVIDED EGRESS: (7) 36" EGRESS DOORS = 252" INCHES HAS BOTH A CLOSER AND A LATCH. CONSTRUCTION TYPE AREAA9000SFB�� n- CD TABLE 503 TYPE V -B UNPROTECTED I NON-SPRINKLERED PUL PULL SIDE I INTERIOR FINISHES CLASS; EXITS; 'B' EXIT ACCESS; 'B' OTHER SPACES; 'C' 1. S.S. FINISH LEVER, PREMIUM GRADE LEVER ACTION HARDWARE TO BE USED OWNER TO SELECT MANUFACTURE 2. PROVIDE DOOR CLOSER @ ALL BATHROOMS, EXTERIOR DOORS, EGRESS DOORS LEGEND — - PATH OF EXIT TRAVEL TRAVEL DISTANCE ORIGIN EXIT DOOR- SINGLE DOOR 34" CLEAR/ (0,7_)=1 PERSON FE le FIRE EXTINGUISHER .8 EMERG. LIGHTING 0 Ln PROVISIONS FOR BARRIER FREE DOOR(S) 0 12' W X 14' H ROLL -UP DOOR EXIT 12'w X 14' H ROLL -UP DOOR EXIT 12' W X 14' H ROLL-UPDOOR EXITHOUSE PUSH SIDE Lu MR 18" z I I MINIMUM 24" PREFERFED a 2c I_ I FE j PANEL I ANELE I I I FE FPANELE I I FE I oV o po �- C u� 3648" , I db"X4B" 3 1 I I 36X48, I I I CL AR CLEAR I I CLEAR I I --------------------- -----. I SPACE I SPACE I I I SPACE I I I I I I I I I I I I I I I I I I I I n V Q- NOTE: x = 12 IN IF THE DOOR (A) FRONT APPROACHES I I HAS BOTH A CLOSER AND A LATCH. � ol n- CD ,u I 0 PUL PULL SIDE I SQL% 54" MINIMUM J I I I I I I I I I I I I I I I � V) mmoo. X I , F ---- I un E- I PUSH SIDE L F__ U _j0 CL❑ 00 u� I I CHANGES IN LEVELS IN �( B) HINGE SIDE APPROACHES NOTE: y - 48 IN M'I'N. DOOR HAS ACCESSIBLE ROUTES of NOTE: x = 36 IN MINIMUM IF y = 60 IN BOTH A LATCH AND A CLOSER. �z x = 42 IN MINIMUM IF y = 54 IN. u 1-1 II PULL SIDE Mi V PUSH SIDE 24" MIN - — —I J 24° MINIMUM z Tx M I X— cv � c I V) � FOR PRIVATE USE "ONLY E- NOTE: y = 54 IN MINIMUM IF THE DOOR HAS A CLOSER Q- CD C C) LATCH SIDE APPROACH S NOTE: y = 48" IN MINIMUM IF THE DOOR HAS A CLOSE . clo En a �n 70'-0" 3'-4" 12'-0" T-0" if 12'-0" T-0" -4"mow 5'14" 12'-0" T-0" -4�" ��_ T-4" of METER METER METER co FE=L� Fy---i J 14 LIFE SAFETY LEGEND NEW EXIT WIILLUM, EXIT SIGN COMBO & PATH OF TRAVEL AREA CALCULATIONS, GROSS TOTAL GROSS AREA: 3,500 SF NUMBER OF TENANTS; 31500 SQ. FT, AREA WITH LIFE SAFETY EGRESS KEY PLAN SCALE: 1/411 = I' -p•• B 10' HIGH CMU WALL ON SIDE OF BLDG. ONLY O 12' W X 14' H ROLL -UP DOOR EXIT 12'w X 14' H ROLL -UP DOOR EXIT 12' W X 14' H ROLL-UPDOOR EXITHOUSE ® Lu v I_ I FE j PANEL I ANELE I I I FE FPANELE I I FE oV vu 3648" , I db"X4B" 3 1 I I 36X48, I I I CL AR CLEAR I I CLEAR I I --------------------- -----. I SPACE I SPACE I I I SPACE I I I I I I I I I I I I I I I I I I I I V j) I i I I i I I I I I I I I I i I I I i I I I I I I I I I U � ol n- CD I I I I I I I I Lu SQL% J I I I I I I I I I I I I I I I � O Z X i I I i I I I I I I I U _j0 CL❑ 00 J iL - - - - - - - - - - - - - - - - - - - - - - ----� �I i I- - - - - - - - - I �I _-----------------__----_---------JII iI of �z u of �I i i V Z 0- L �I I of I -- - - - - - - - - - - - - - - --- - -- - - - - - - - - - - -- i 1pII of L-0 J ❑w~gym FOR PRIVATE USE "ONLY O OLu CD I I I I ACCESSORY STORAGE WAREHOUSE ARE NON -AJC I u— J I 70'X 50' �' - 31500 SQ. FT, i ---- — — - Q Ln E- CD �Q�'oo --NO CEILING EXPOSED-- a d U T V 7C I S -I STORAGE WAREHOUSE AREA I I w 3,500 S.F. 500 S.F. PER PERSON IN WAREHOUSE AREA = 7 PERSON I I I I I I I i I i I I 811 pv, 8" I ; ! 68'-8" 1 Q�yV00 w I i I ________ Y i Y Y Z sew O �° C.0 u V, FT Fn C-4 I- ICLOSER C620D¢ o ❑wz __ W 34' FEET TRAVEL DISTANCE TO EXTERIOR EXIT DOOR -34' FEET TRAVEL DISTANCE TO EXTERIOR EXIT DOOR _ — — — N FEET TRAVEL DIDANCE TO EXTERIOR EXIT DOOR 1 — NQ�Q❑ © Z BUD 0 0ZJ g I I 2 U u 5o I I I i I i %id_ i 7 PERSONS MAX. F OCCUPANCY SIGN FE I FE _ Q - u =` LL aS 4'•0'^N X 3'•8" H WINDOW T -0"W X T -T H WINDOW 41W X 31" H WINDOW EXITEXIT EXIT �m O ❑ o u LIFE SAFETY LEGEND NEW EXIT WIILLUM, EXIT SIGN COMBO & PATH OF TRAVEL AREA CALCULATIONS, GROSS TOTAL GROSS AREA: 3,500 SF NUMBER OF TENANTS; 31500 SQ. FT, AREA WITH LIFE SAFETY EGRESS KEY PLAN SCALE: 1/411 = I' -p•• B 10' HIGH CMU WALL ON SIDE OF BLDG. ONLY `STANLEY P. HOELLE•`r ; RRCH I TELT. #9033 MISTLETOE"wX DRAWN BDRAWN B�. SHEET # CHECKED BY: S.P.H- SCAI_E: AS NOTED A- I DATE: 12-17-18 O ® Lu v O oV vu 0 r- V j) U � ol n- o Lu SQL% u � O Z O-1 0 U _j0 CL❑ 00 �z u zo V Z p J X J ❑w~gym O OLu _V u— LL. r� E- o �Q�'oo a d U T V w V)Opixoot Z pv, Q�yV00 w Z sew O �° oma-' u V, 37 0 I- C620D¢ o ❑wz W v;�HU'D LL, NQ�Q❑ © Z BUD 0 0ZJ U u Q - u LL aS � �m O ❑ o u LL�[ JLo off Z U~'SII-_ per❑�V) Lu JJ JOD J,LZw w Q Lu 4 Q Q O 5' ,,... CD `STANLEY P. HOELLE•`r ; RRCH I TELT. #9033 MISTLETOE"wX DRAWN BDRAWN B�. SHEET # CHECKED BY: S.P.H- SCAI_E: AS NOTED A- I DATE: 12-17-18 O ® U O � U <D O � 0 `STANLEY P. HOELLE•`r ; RRCH I TELT. #9033 MISTLETOE"wX DRAWN BDRAWN B�. SHEET # CHECKED BY: S.P.H- SCAI_E: AS NOTED A- I DATE: 12-17-18 O O � U `STANLEY P. HOELLE•`r ; RRCH I TELT. #9033 MISTLETOE"wX DRAWN BDRAWN B�. SHEET # CHECKED BY: S.P.H- SCAI_E: AS NOTED A- I DATE: 12-17-18 36" SCREW PATTERN ROOF METAL PANELS NOT TO SCALE NOTE: ROOF METAL SPECS, 1. SECTION PROPERTIES AND ALLOWABLE STRESSES ARE CALCULATED IN ACCORDANCE WITH THE 1986 AISI SPECIFICATION FOR LIGHT GAUGE STRUCTURAL MEMBERS 2. STEEL MINIMUM YIELD STRENGTH IS 80 KSI CONFORMING TO ASTM A446-85. 3. VALUES SHOWN AS ALLOWABLE LOADS ARE BASED ON PANEL COVERING THREE EQUAL SPANS. MULTIPLY BY 0.8 FOR TWO SPAN ALLOWABLE LOADS. 4. ALLOWABLE LOADS FOR WIND HAVE BEEN INCREASED BY 33/. PANEL, WEIGHT HAS NOT YET BEEN DEDUCTED. MINIMUM BEARING LENGTH MUST BE CHECKED. 5. FOR AGRICULTURAL STRUCTURES THE UBC AND SSCCI BUILDING CODES REQUIRE A MINIMUM OF 10 PSF ROOF LIVE LOADS. 6, DEFLECTION LOADS ARE LIMITED BY A MAXIMUM DEFLECTION RATIO OF L/180 OF SPAN. I I I 12" FOOT FOOT 12" 12 12" LOAD 1211 I I I 12" 2' 2.5' 3' I I I I I GAUGE o NOM. THICK (in) WT. (FF6) F Y (KG) O PANEL TOP IN COMPRESSION I I I I I BOTTOM IN COMPRESSION 2.5' I x � 4 (in /ft) S 3 (in /ft) Ma in-kips/ft. I x 4 (in /ft) O Sx 3 (in /ft) Ma (ksi) O O 37 .015 I I I I I I 80.0 36.0 J LI I I I I I 22 I .0071 50 I 0.57 22 28 28 QJ� .016 > U I I 36.0 .0159 w 58 0.96 .0062 26 .0185 0.67 58 43 26 V I 1.04 80.0 z U o t56 44 .0190 0.320 1.15 �O .0240 0.86 j 75 55 r 33 29 GAUGE R/T EXCEEDS 7.0 (AISI SEC]. C34> 28 GAUGE R/T EXCEEDS 7.0 (AISI SECT. C34) 26 GAUGE ALLOW INT. BEARING 3" 0.539 z i n a I(n I S Q L I Q V) LL. L W S I I I U I I I I O O 12"E41 I I I O O O i- O I I I I I I I I - I I I I I I I I SCREW PATTERN ROOF METAL PANELS NOT TO SCALE NOTE: ROOF METAL SPECS, 1. SECTION PROPERTIES AND ALLOWABLE STRESSES ARE CALCULATED IN ACCORDANCE WITH THE 1986 AISI SPECIFICATION FOR LIGHT GAUGE STRUCTURAL MEMBERS 2. STEEL MINIMUM YIELD STRENGTH IS 80 KSI CONFORMING TO ASTM A446-85. 3. VALUES SHOWN AS ALLOWABLE LOADS ARE BASED ON PANEL COVERING THREE EQUAL SPANS. MULTIPLY BY 0.8 FOR TWO SPAN ALLOWABLE LOADS. 4. ALLOWABLE LOADS FOR WIND HAVE BEEN INCREASED BY 33/. PANEL, WEIGHT HAS NOT YET BEEN DEDUCTED. MINIMUM BEARING LENGTH MUST BE CHECKED. 5. FOR AGRICULTURAL STRUCTURES THE UBC AND SSCCI BUILDING CODES REQUIRE A MINIMUM OF 10 PSF ROOF LIVE LOADS. 6, DEFLECTION LOADS ARE LIMITED BY A MAXIMUM DEFLECTION RATIO OF L/180 OF SPAN. .1%1 nn w r r r ml ni r-%iwlr 1 /'% ALLOWABLE UNIFORM LOADS ALLOWABLE UNIFORM LOADS 36• POUNDS PER SQUARE POUNDS PER SQUARE FOOT FOOT 12 LIVE LOAD (STRESS) LIVE LOAD (DEFLECTION) SECTION PROPERTIES SECTION PROPERTIES 2' 2.5' 3' 3.5' GAUGE 4.5' NOM. THICK (in) WT. (FF6) F Y (KG) NET COVERAGE (in) PANEL TOP IN COMPRESSION PANEL BOTTOM IN COMPRESSION 2.5' I x � 4 (in /ft) S 3 (in /ft) Ma in-kips/ft. I x 4 (in /ft) 29 Sx 3 (in /ft) Ma (ksi) 65 29 37 .015 0.78 80.0 36.0 .0143 0.241 22 0.87 .0071 50 .0159 0.57 22 28 28 110 .016 0.87 80.0 36.0 .0159 0.268 58 0.96 .0062 26 .0185 0.67 58 43 26 26 .019 1.04 80.0 36.0 73 t56 44 .0190 0.320 1.15 .0105 .0240 0.86 108 75 55 �42 33 29 GAUGE R/T EXCEEDS 7.0 (AISI SEC]. C34> 28 GAUGE R/T EXCEEDS 7.0 (AISI SECT. C34) 26 GAUGE ALLOW INT. BEARING 3" 0.539 K/FT. ALLOW END BEARING 2" 0.214 K/FT. .1%1 nn w r r r ml ni r-%iwlr 1 /'% ALLOWABLE UNIFORM LOADS ALLOWABLE UNIFORM LOADS IN IN POUNDS PER SQUARE POUNDS PER SQUARE FOOT FOOT WIND LOAD (STRESS) LIVE LOAD (STRESS) LIVE LOAD (DEFLECTION) GAUGE 2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5' 29 148 94 65 48 37 29 111 72 50 37 28 22 111 72 50 37 28 22 28 172 110 77 56 42 34 129 84 58 43 33 26 129 84 58 43 33 26 26 224 144 100 73 t56 44 .0190 0.320 1.15 .0105 .0240 0.86 .1%1 nn w r r r ml ni r-%iwlr 1 /'% ALLOWABLE UNIFORM LOADS ALLOWABLE UNIFORM LOADS IN IN POUNDS PER SQUARE POUNDS PER SQUARE FOOT FOOT WIND LOAD (STRESS) LIVE LOAD (STRESS) LIVE LOAD (DEFLECTION) GAUGE 2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5' 29 148 94 65 48 37 29 111 72 50 37 28 22 111 72 50 37 28 22 28 172 110 77 56 42 34 129 84 58 43 33 26 129 84 58 43 33 26 26 224 144 100 73 t56 44 168 108 �75 55 �42 33 168 108 75 55 �42 33 29 GAUGE R/T EXCEEDS 7.0 (AISI SEC]. C34> 28 GAUGE R/T EXCEEDS 7.0 (AISI SECT. C34) 26 GAUGE ALLOW INT. BEARING 3" 0.539 K/FT. ALLOW END BEARING 2" 0.214 K/FT. O 1 0 \A/ CA\/1 I ICl/-'l1T TVD NOTE: "REFER TO MTL. BUILDING PACKAGE FOR DETAILS AND INFO" 8-F16 a-- Sub 8-F 4. a C? METAL ROOF PLAN: WITH CONC, LINTEL PLAN SCALE: 114"=1'-0"oo co 0 a 0 zn CV UA AHP=H 6H POINT Of CONT. 6" X C MTL GOTTEN SYSTEM type designation 16-1 b/1 t#5 @ top width � • f=f i I I ed w/ grout / u= unf i Iled � quant i ty of #5 @ top E C. M. U. height quantity SPECF . 8" lintel reinforcing Width vi C ONCRETE LINTEL. c.-)CHEDULE 3166 4473 9004 1 11 2727 278 4101 5332 656 7811 9055 "CAST -CRETE GRAS I TY UP I FT LATERAL LABEL LENGTH TYPE 8U8 8F8 -11B $F12 -1B 8F16 -IB 8F20 -1B 8F24 -11B 8F28-�B 8F32 -1B 8F8 -1T 8F12 -1T 8F16 -1T 8F20 -1T 8F24 -1T 8F28 -1T 8F32 -1T 8U8 8F8 3138 3377 7192 A2' -10" (34") PRECAST 2302 3166 4473 6039 7526 9004 1 0472 1-1936-9 6 2727 2884 3981 5190 6407 7630 8857 2 021 2021 B 3'-s" (42" 1878 ) PRECAST 2302 3166 4473 6039 7026 9004 8042 9993 2165 2285 316 4125 5091 6061 7036 1257 1257 G 4'-0" (48") PRECAST 2029 2646 4473 6039 7526 900 60472 11936 1878 1925 2850 358 4422 5264 6110 938 938 D 4' -6" (54 ") PRECAST 1651 217187 1913 2657 3403 4149 4027 6039 7526 9004 10472 16936 1660 1 705 245 3171 3913 4767 5525 4658 5406 727 7 2 7 E 8' -8" (104 ") PRECAST 573 217181 1913 2657 343 4149 89 544 1660 1762 2507 3257 401 4767 5525 4027 6039 7526 9004 10472 1 6936 1 660 1 705 245 3171 391 0 4658 5406 45 q 6301 0 C� of 95 @ bottom grout NOTE: L 45 @ bottom USE 8F8-1 B/1 T UNLESS OTHERWISE STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE UR. DAYTONA BEACH FLORIDA 32117 386-295-9750 LU _ Z O V)Z 1" u :D a- O LU LU Q N � w vi�Oz w �Q � z 0V) _j O C) 3. U Q0�zUj ca 0 ° oz � z w In E p O w U_ 1i, pmol -w � -nz U I-z=o� z o� U Q~ U p Z ar" 00 LU i- Z cn IQ � Q a u O U rn �0U ?, 0QC7 7 � 0� O � Q O 0 UJ wz Q� QLU U n z p z� w Q u �Q��L� � foo w LJ�pT~ Ov�-o� vii (_9�� p z�� z z� QwQ Q Q O�'.0- ARCH 1 TcV. k?�b$' MISTLETOE DRr!"a`,r;J) DRAWN B��.��"�.-' SHEET # CHECKED BY: S.P.H. SCALE: AS NOTED �tls3 DATE: 12-17-18 0 C� of 95 @ bottom grout NOTE: L 45 @ bottom USE 8F8-1 B/1 T UNLESS OTHERWISE STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE UR. DAYTONA BEACH FLORIDA 32117 386-295-9750 LU _ Z O V)Z 1" u :D a- O LU LU Q N � w vi�Oz w �Q � z 0V) _j O C) 3. U Q0�zUj ca 0 ° oz � z w In E p O w U_ 1i, pmol -w � -nz U I-z=o� z o� U Q~ U p Z ar" 00 LU i- Z cn IQ � Q a u O U rn �0U ?, 0QC7 7 � 0� O � Q O 0 UJ wz Q� QLU U n z p z� w Q u �Q��L� � foo w LJ�pT~ Ov�-o� vii (_9�� p z�� z z� QwQ Q Q O�'.0- ARCH 1 TcV. k?�b$' MISTLETOE DRr!"a`,r;J) DRAWN B��.��"�.-' SHEET # CHECKED BY: S.P.H. SCALE: AS NOTED �tls3 DATE: 12-17-18 ARCH 1 TcV. k?�b$' MISTLETOE DRr!"a`,r;J) DRAWN B��.��"�.-' SHEET # CHECKED BY: S.P.H. SCALE: AS NOTED �tls3 DATE: 12-17-18 LIGHT GAGE FRAMING NOTES A. LIGHT GAGE SHALL BE SAME DIMENSION AS CALLED ON DRAWINGS. B. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 3 5/8 -INCH 25GA. WITH 25GA. TRACK. C. OPTIONAL: A MINIMUM YIELD STRENGTH FOR 16GA. STUDS SHALL BE 50 KSI, ALL TRACK SHALL BE 33 KSI. WIND STRAPS ARE BASED UPON THE USE OF 40,000 PSI FY MIN. D. ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.S.T.M. A525. E. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED W/ #10 TEK SCREWS (MIN. I SCREW EACH FLANGE). ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. F. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO ATTACHMENT AT BOTH ENDS. G. ALL STUD TO STUD CONNECTIONS TO BE (4) #10 TEK SCREWS (MIN.) UNLESS NOTED OTHERWISE. H. AT TRACK BUTT JOINTS, A BUTTING PIECES OF TRACK SHALT_ BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER. I. A MINIMUM OF 10" OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF STUDS. J. BRIDGING SHALL BE 1.5" CRC PLACED THROUGH PUNCHOUTS AND WELDED ON BOTH SIDES. BRIDGING IS TO BE SPACED AT NO MORE THAN 4'-0" VERTICALLY AT APPROXIMATELY THE THIRD POINT. CRC BRIDGING IN 6" STUDS REQUIRES A CLIP ANGLE AT EACH CONNECTION LOCATION. AN ALTERNATE BRIDGING TECHNIQUE SHALL BE 15/8"-20GA. STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF EACH STUD WITH SOLID BLOCKING REQUIRED AT 8'-0" O.C. MAX AND 24" FROM BOTTOM OF PANEL. K. FASTENING OF COMPONENTS SHALL BE WITH SELF -TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING TO DEVELOP CAPACITY OF CONNECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. GENERAL NOTES 1. VERIFY THE FOLLOWING WITH THE RESPECTIVE TRADES: A. SIZES AND LOCATIONS OF MECH AND/OR ELEC PENETRATIONS. B. LOCATIONS FOR BACKING/BLOCKING REQUIRED FOR MOUNTING MECH AND/OR ELEC EQUIPMENT, C. CUTTING AND PATCHING FOR WORK REQUIRED BY MECH AND/OR ELEC. 2. FOR TYPICAL MOUNTING HEIGHTS OF TOILETS, BUILDING EQUIPMENT, AND ACCESSORIES, LOCATE PER ADA CODE AND MANUFACTURERS RECOMMENDATIONS. 3. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS. OMISSIONS, DISCREPANCIES AND/OR CONFLICTS SHALL BE REPORTED TO ARCHITECT PRIOR TO START OF CONSTRUCTION. 4. FOR CONSTRUCTION QUESTIONS AND APPROVALS, CONTACT: DAVID COX @ 352-516-4401 I I METAL PANEL ROOF COLUMN REFER TO MTL: II Co TINUOUS #5 BAR IN CONC. BLDG. PACKA p9 FILL D CELLS @ T-0" O.C. MAX COLUMN ANCHOR _ I 25" PPED R « 1 4" REINF. SLAB MIN 3,000 J J q PSI. PUMP MIX. ° p 0 0 0 -�— — REFER TO SHEET S- I FOR FOOTING SIZING AND LOCATION. �A TVP, REAR Of BLDG. SECTION WITH CMU,' (SYSTEM METAL PANEL ROOF DECK ON PURLINS RIDGE TRIM BY METAL BLDG. MFR. 26 GA. STEELRAFTER REFER TO PRE -FAR PACKAGE Lu 'a W Ll� Q Lu O -J O 00 = Q9 —w Ow H— ca ZU-1 J Om a 0 wm CL¢ O� _J E cn ,� w0 Qo Lu F - Z O oC LL 0 no 11 METAL PANEL SIDING 26 GA. CONC. SEALED PAINT FINISH ON 8"X8"X 16" CONCRETE BLOCK 2 TINUOUS #5 BAR IN CONC. FILL D CELLS @ T-0" O.C. MAX 25" PIPED II II j1 ° II 4 L L V ° REFER TO SHEET S- I FOR FOOTING SIZING AND LOCATION. R-19 U.L. RATED VINYL -BACKED BATT INSULATION STEEL END COLUMN BY METAL BLDG. MFR. REFER TO PRE -FAB PACKAGE CONTINUOUS STEEL WIND BEAM C6 X 8.5 W/ 1/2" DIA. A.B. @ 4'-0" O.C. INTO CONC. BOND BEAM CONTINUOUS #5 BAK F IN CONC. FILLED T 8" KO. BLOCK W/ #5 Q DOWEL W. STD. HOOK @ 6'-0" E O O O CONTINUOUS STEEL C6 X 8.5 W/ 1/2" DIA. INTO CONC. BOND E HEADER CONNECTION TURN DOWN REBAR (1) #15 HORIZONTAL GRADE 40 STEEL 1 8"16" CMU WALL' HEADER CONNECTIC TURN DOWN REBAR (1) #5 HORIZONTAL GRADE 40 STEEL COLUMN REFER TO MTL. BLDG. PACKAGE COLUMN ANCHOR BOLTS REFER TO MTL. BLDG. PACKAGE v 4" REINF. SLAB MIN 3,00C PSI. PUMP MIX. 8"X8"X16" CMU TYP. JBTYP,ENDmWALL SECTION @ FRON2'TEND NIND BEAM A.B. ((_b 4'-0" O.C\ EAM z Lu v — GARAG 0 OPENING REFER PLAN FO .0.5 ECS. I V) o I :- cl• u n CI— E/') U fl - O W ty-,LLJ z p 0 ©� v Q0CL0 o O� A _� I x z IT w❑ nl z L<�5zuzo I u p n I I 7 I 0- m aG d �C ROLL -UP DOOR POURED CELL DETAIL: N.T.S. ALL OPENINGS TO ALLOW 8" BEARING ON EACH SIDE OF NEW HEADER TO TIE STEEL co POUR CELU.NWITH 3,)00 PSI CONC. AT MASON RY JAMBS (I) #5 VERTICAL DOORASSE BLY BOLTED Tq CMU W/ 3/16" DIA. T P -CONS @ 12" O.C. C? F-1 DOOR ASSEMBLY BOLTED T CMU W/ 3/16" DIA. T P -CONS C 12" O.C. (D� DOORIHEADI LINTEL DET IL, N.T.S. CONT.8"X8"X16" CMU BOND POUR BEAM WITH (1) /15 W/ 3,000 PSI CONC. -ALL OPENINGS TO ALLOW 8" BEARING ON EACH SIDE OF NEW HEADER TO TIE STEEL OUR CELL WI f 3,000 PSI CONC. IT MASON Y JAMBS (1)115 VERTICAL )OORASSEMBLY IOLTED TO CMU W/ / 16" DIA. TAP -CONS @ I B" O.C. I. FLOOR & CEILING RUNNERS: CHANNEL SHAPED RUNNERS, 3 5/8" WIDE (MIN,) 1-1/4" LEGS, FORMED FROM MIN, NO 25 MSG GALV. STEEL, ATTACHED TO FLOOR & CEILING WIFASTENERS SPACED 60" O.C. (MAX,) 2. STEEL STUDS: CHANNEL SHAPED, 3 5/8" WIDE (MIN.), 1-1/4" LEGS, 3/8" FOLD BACK RETURNS, FORMED W/ MIN. NO. 25 MSG GALV. STEEL SPACED AT 24" O.C. 3. GYPSUM BOARD: 1/2" THICK, T WIDE, ATTACHED TO STEEL STUDS & FLOOR & CEILING TRACK W/ I" LONG, TYPES STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD & 12" O.C. IN THE FIELD OF BOARDS. JOINTS ORIENTED VERITICALLY AND STAGGERED ON OPPOSITES SIDES OF THE ASSEMBLY. REFER TO METAL BUILDING MANUFACTURER DRAWINGS FOR INFORMATION PERTAINING TO STRUCTURE, AND METAL BUILDING COMPONENTS, CONNECTIONS �Q%Q�uLHOC -Wff__ yi ° STAY H0ELL, �" F ARCHITECT. #9033.''�� j }Q $EAC EIC7��R` I °/ � �?+ 3.� r DRAWN SHEET # CHECKED BY: S.P.H. SCALE: AS NOTED A_4 DATE: 12-17-18 z Lu v 00 O V) V) O :- u n E/') U fl - O W ty-,LLJ z p 0 ©� v Q0CL0 o O� I x z u w❑ z L<�5zuzo u p n 0 7 I 0- m aG d © W U C d O O_ E- u C• — O w CL F- Q O� O H w E, z I—V)wW❑O�¢ OZ=O❑ U Z ❑�, Q~ U m Z w- Q w z U Z w O� 0 uV,E�uOL z I 11 0 D¢ O ❑ w Z w vi wc/1 �Iw- Q Uco Qv) < ❑ oCU� O z U D n❑ 7e� O _Z u 1- 50 w -1 Q V, "r m O ❑ O U W v L w n u L u d Lu U w'uw`L'Z <w¢OQ w 4 �ZZ 0�'LA vi w �Q%Q�uLHOC -Wff__ yi ° STAY H0ELL, �" F ARCHITECT. #9033.''�� j }Q $EAC EIC7��R` I °/ � �?+ 3.� r DRAWN SHEET # CHECKED BY: S.P.H. SCALE: AS NOTED A_4 DATE: 12-17-18 00 �Q%Q�uLHOC -Wff__ yi ° STAY H0ELL, �" F ARCHITECT. #9033.''�� j }Q $EAC EIC7��R` I °/ � �?+ 3.� r DRAWN SHEET # CHECKED BY: S.P.H. SCALE: AS NOTED A_4 DATE: 12-17-18 ELEC. POWER LEGEND p NETWORKIDATA OUTLET PHONE LINE I&2 OUTLET PH N CABLE N (CATV) OUTLET us O.C. 115 VOLTI20 AMP DUPLEX RECEPTICLE OCCUPANCY CONTROL SENSOR �L CONNECT TO LIGHT SWITCH 1�� 115 VOLTI 20 AMP DUPLEX RECEPTICLE GFI qp 115 VO1T120AMP GROUND FAULT INTER, DUPLEX REC, 115 -0 115 VOLTI20AMP QUAD RECEPTICLE o' 220 AMP AIC ELECT DISCONNECT ELEC__:Tpt, I SAL TESD, I. MC SURFACE MOUNTED WILL BE USED FOR ALL INTERIOR RACEWAYS &WIRING 2. M.C. WILL BE USED FOR ALL EXTERIOR RACEWAYS, WIRING AND @FUTURE FIRE RATED PARTITIONS PANEL SHFDUL ES BY LICENSED ELECTRICIAN LIGHTINGNECH, SYMB, MECH. SUPPLY/DIFFUSER (24"x24") _ vi oV) z 1n O u � V) �O SD SMOKE DETECTION EQUIP. s-rA (STA) 12"X48" (HIGH BAY ST RI �VVIR� POLE LIGHT) SUSPENDED FIXTURE Ex EXIT SIGNS W/BATT. BACKUP POL IR COMBO EQUIP, CIR, NO, 20 LED <*' CHLORIDE EMERGENCY LIGHTING 24" X24" LED TAMLITE OR EQUAL CEILING LAY -IN FIXTURE W/ BATT. BACKUP $ ONE-WAY SWITCH �l WALL PACK WALL PACK LIGHfACSOVE(b #12 EXHAUST FAN WAREHOUSE LIGHTS $3 THREE-WAY SWITCH FAN EXTERIOR SIGN J -BOX 1/211 ()—() 75 WATT TRACK LIGHT O O MECH. RETURN (24 11x 24") WALT_ MOUNTED LIGHT WAREHOUSE RECEPT, �� �� MECH. RETURN (24 x 12") CEILING MOUNTED LIGHT -��-- 20 f- J O O Q 0,-2,0 20 MECH. SUPPLY (24" x 1211) #12 1/2" 48" Fluorescent Fixture 4 PANEL SHFDUL ES BY LICENSED ELECTRICIAN NOW CONTINUOUS LOAD RECEPTICLES RECEPTICLES @ 240 VA 10,000 VA @ 100% 12,000 VA -10,000 VA= 2,000 VA @ 50% SUBTOTAL CONTINUOUS LOAD GENERAL LIGHTING 1500 FT @ 3VA PER FT SHOW WINDOW LIGHTING LOAD 20FT @ 200 VA PER FT' FUTURE OUTSIDE SIGN CIRCUIT FUTURE WATER HEATER FUTURE MOTOR LOADS (1)A/C UNIT I X 30 AMPS X 208 V X 1.732 LARGEST MOTOR, ADDITIONAL 25% 12,000 VA 10,000 VA 1,000 VA 11,000 VA 4,500 VA 4,000 VA 1,200 VA 5,000 VA 14,700 VA 10,885 VA 3,000 VA 13,885 VA NET CALCULATED LOAD— 39,585 VA MINIMUM SERVICE SIZE = 39,585 / 208 V (1.732) = 109.9 AMPS NEXT SIZE = 125 AMPS WE ARE USING A NEW SERVICE = 125 AMPS FOR HOUSE PANEL & FUTURE PANEL ELECTRICAL LOAD CALCULATIONS PI - I PI - I PI - I ELECTRICAL POWER ALL ELECTRICAL WORK AS PER N.E.C.2014 ED. 125 AMP PANEL BACK TC BACK q, C 1 1-r-rl= R X All 01311 mill 2 1/21, PVC 350 AMP. 3 PHASE 3- 4/0 AL 1-2/0 G PLAN: SCALE: 1/4"= 14 11 ELECTRICAL RISER DIAGRAM. N_T_S_ u u u Q STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 396-295-9750 w zor_, NEW HOUSE ELECTRICAL PANEL 24 O R 31 BREAKER. PANEL VOLTAGE 125 AMP 208V PHASE 3 208/120 VOLTS 4 WIRE vi oV) z 1n O u � V) CIR. N0. EQUIP. CON �VVIR� POLE TRIP TRIP POL IR CON EQUIP, CIR, NO, 20 uO _ >E O D _U u_ LI_ w Lu o cc-,: 4) E ° z #12 1/2" WAREHOUSE LIGHTS 2 m w Q EXTERIOR SIGN J -BOX 1/211 #12 O O 20 3 WAREHOUSE RECEPT, 1/2" #12 20 f- J O O Q 0,-2,0 20 #12 1/2" EXT. WALL PACK LIGHT 4 5 SPARE SPARE 6 7 SPARE I T 1� SPARE 8 9 SPARE r� SPARE 10 II SPARE (:Xf!o SPARE 12 13 SPARE � U ® O SPARE 14 15 SPARE � U SPARE 16 17 SPARE n n n n n SPARE 18 ZZZ 19 SPARE ED SPARE 20 n r` 21 SPARE r c � 4 1 ARCHITE6 .'99033 SPARE 22 23 SPARE CHECKED BY: S.P.H. SCALE: AS NOTED°I DATE: 12-17-18 SPARE 24 NOW CONTINUOUS LOAD RECEPTICLES RECEPTICLES @ 240 VA 10,000 VA @ 100% 12,000 VA -10,000 VA= 2,000 VA @ 50% SUBTOTAL CONTINUOUS LOAD GENERAL LIGHTING 1500 FT @ 3VA PER FT SHOW WINDOW LIGHTING LOAD 20FT @ 200 VA PER FT' FUTURE OUTSIDE SIGN CIRCUIT FUTURE WATER HEATER FUTURE MOTOR LOADS (1)A/C UNIT I X 30 AMPS X 208 V X 1.732 LARGEST MOTOR, ADDITIONAL 25% 12,000 VA 10,000 VA 1,000 VA 11,000 VA 4,500 VA 4,000 VA 1,200 VA 5,000 VA 14,700 VA 10,885 VA 3,000 VA 13,885 VA NET CALCULATED LOAD— 39,585 VA MINIMUM SERVICE SIZE = 39,585 / 208 V (1.732) = 109.9 AMPS NEXT SIZE = 125 AMPS WE ARE USING A NEW SERVICE = 125 AMPS FOR HOUSE PANEL & FUTURE PANEL ELECTRICAL LOAD CALCULATIONS PI - I PI - I PI - I ELECTRICAL POWER ALL ELECTRICAL WORK AS PER N.E.C.2014 ED. 125 AMP PANEL BACK TC BACK q, C 1 1-r-rl= R X All 01311 mill 2 1/21, PVC 350 AMP. 3 PHASE 3- 4/0 AL 1-2/0 G PLAN: SCALE: 1/4"= 14 11 ELECTRICAL RISER DIAGRAM. N_T_S_ u u u Q STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 396-295-9750 w zor_, = vi oV) z 1n O u � V) --. u 0 Lu Lu Q oz Q Z oZoaQ H o u �F>< oz U u zo uO _ >E O D _U u_ LI_ w Lu o cc-,: 4) E ° z �2 u O o F- I - z = O z m w Q 00 Z w> Z W O p[ O O 0 Lu o z m O Q O ° wz ,,, 1„Q�Q° z ozo o Q_ LL f- J O O Q 0,-2,0 CY I � U iJ � � N w � u O Juoz u_zz Lu Lu Q o 0- I T 1� r� CD (:Xf!o � U ® O Z � U O c� ZZZ ED ARC r c � 4 1 ARCHITE6 .'99033 NWA4 MISTLETOE DR.,'�gl,'' BEACH. FL 327''IJ EET # CHECKED BY: S.P.H. SCALE: AS NOTED°I DATE: 12-17-18 REFER TO CIVIL ENG. SET FOR 2" MAIN WAT CONNECTION REFERTO CIVIL EN TO CITY SEWER CONNECTION NOTE: WATER MAIN IS 2" C REFER TO CIVIL ENG. AND IS 70' IN LENGTH ANC SET FOR 2" MAIN WATER RISERS ARE I " CONNECTION NOTE: SEWER LINE IS 70'1[N � H.B.. ALL RISERS ARE 4". 3(4" \ ' H.B. \ 2„ 3r4"1 KEFEKTO CIVIL ENG. J TO CITY SEWER `� FUTSTUB-UPUOR URE CONNECTION O.C. 2"/ 4" STUB -UP FOR FUTURE USE 4"Fc / 46) FSF tiFs�;� . w�,� 4" f✓ r STUB -UP FOR FUTURE USE p0 ` J H.B. NOT USED WE ARE DOING STUB -UP PLUMBING ONLY NOTE: IF PLUMBING FIXTURES AREA RE�UIRED FOR BUILD -OUT, THEY SHALL BE PROVIDED BY OTHERS IN SEPARTE PERMIT INTERIOR BUILD -OUT PERMIT PACKAGED. FR STUB -UP O 4„ FUTURE USE 1-11 ----------- COLD WATER CPUC SANITARY SEWER LINE STUB -UP COLD WATER, AND SANITARY SEWER_ STUB -UP RISER ONLY SCALE'. N T5. PLU-MBING PLAN; WITH ISOMETRIC PLUMBING RISER DIAGRAMS SCALE. 1/4"=1'-O 11 t - Y 1117 DRAWN BY: S.P.H. SHEET # CHECKED BY: S.P.H. SCALE: AS NOTED P'I DATE: 12-17-18 STANLEY P. HOELLE A R C H I T E C T 1114 MISTLETOE DR. DAYTONA BEACH FLORIDA 32117 386-295-9750 Z W - V Z O V) vt O -- FV) u Lu oc L/1 u D CL ° Lu � Q ~ Lu ~ ❑ Z 0 O0 to u O EL U w Z Z w❑ Z }- LL U Z O Z Q --a O F- Lu Z: � m 0 O L!3 _ w ] ❑'w ' y 0 L 0 1.t o _LL,�„ 1- w E Ln Z V)aw�o°=a �uXLu V) O Z= vaf-7um O Z ❑ V) d 7 u Z uj QL, OLu 00 - 0LLJ CL.❑u ?� O u oia- Z uv'EJU O;,OODa O ❑LuZ w L� LU D F- �a�-ao ca < ❑ Z NVQ 0z U u- O 1n 0 L � - u L <r Eo0 Y/ � V)a-,0 O❑ J w o Lo EL u z0 3: 1-' I- ❑ ❑ O v) a Lua 0 a J` a Z Z 0 — Lu IL NOT USED WE ARE DOING STUB -UP PLUMBING ONLY NOTE: IF PLUMBING FIXTURES AREA RE�UIRED FOR BUILD -OUT, THEY SHALL BE PROVIDED BY OTHERS IN SEPARTE PERMIT INTERIOR BUILD -OUT PERMIT PACKAGED. FR STUB -UP O 4„ FUTURE USE 1-11 ----------- COLD WATER CPUC SANITARY SEWER LINE STUB -UP COLD WATER, AND SANITARY SEWER_ STUB -UP RISER ONLY SCALE'. N T5. PLU-MBING PLAN; WITH ISOMETRIC PLUMBING RISER DIAGRAMS SCALE. 1/4"=1'-O 11 t - Y 1117 DRAWN BY: S.P.H. SHEET # CHECKED BY: S.P.H. SCALE: AS NOTED P'I DATE: 12-17-18