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HomeMy WebLinkAbout4330 20th St (39)I 3 M 5 I 14 N B� n a 0. y BENHAM DESIGN, LLC. 1 9400 N. BROADWAY • SUITE 300 . OKLAHOMA.CITY, OK 73114 . T: 405478-5353 ( 622 EMERSON ROAD • SUITE 600 • ST. LOUIS, MO 63141 • T: 314-821=7017 160 PLATO BOULEVARD E • SUITE 300 • ST: PAUL, MN 55107 • T: 651-771-2222 1 ONE WEST THIRD STREET • SUITE 200 • TULSA, OK 74103 • T: 918-492-1800 4330 20TH ST ZEPHYR . H�.I-LLS,FLORIDA 33542 MAY 10, 2019 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES SHEETINDEX GENERAL GI-100 CODE ANALYSIS AND LIFE SAFETY PLAN CIVIL C-101 DEMOLITION PLAN C-102 DEMOLITION PLAN C-103 SITE AND GRADING PLAN C-104 SITE AND GRADING PLAN . C-501 SITE DETAILS C-502 SITE DETAILS STRUCTURAL S-001 GENERAL STRUCTURAL NOTES S-002 GENERAL STRUCTURAL NOTE AND TYPICAL MASONRY WALL DETAILS S-003 GENERAL STRUCTURAL NOTES S-004 STRUCTURAL ABBREVIATIONS S-010 TYPICAL SECTIONS AND DETAILS S-101 FOUNDATION PLAN S-102 FRAMING PLAN S-501 SECTIONS AND DETAILS S-502 SECTIONS AND DETAILS ARCHITECTURAL A-100 COMPOSITE FLOOR PLAN A-101 ENLARGED FLOOR PLAN A-101 R REFLECTED CEILING PLAN A-102 ROOF PLAN A-201 ELEVATIONS AND SECTIONS A-202 CANOPY SECTIONS A-310 WALL SECTIONS A-311 LADDER DETAILS, A-312 WALL SECTION DETAILS A-313 MISC. DETAILS A-601 ROOM & DOOR SCHEDULES FIRE PROTECTION F-100 FIRE SPRINKLER PLAN F-200 FIRE ALARM PLAN MECHANICAL M-001. MECHANICAL ABBREVIATIONS AND LEGEND M-101 HVAC PLAN -BUILDING ADDITION M-501 DETAILS M-601 SCHEDULES ELECTRICAL E-101 ELECTRICAL SHEET E-102 ELECTRICAL ROUTING PLAN E-103 ELECTRICAL SCHEDULES BEfluti" a Haskell Company ARCHITECTURE #AA26003262 LORNE C. JOHNSTON ARCHITECTURE U� d c) rn r O � O o r 0 O z O 1= U OTC o � Z� it Oo O w o 0 0 tu N c0 ¢ oti Qo clo- z _ m. m Vi N J m cr- W 01 coc¢ U- Q U. � N . ¢ It _ a J N H w z �. 3 Z o m z W J w ZZ z oa Z uj O O O U w m O z z 5 0° w O w 0- SHEET IDENTIFICATION G-001 C 0 n E 3.3 K.9 BUILDING CODE AND LIFE SAFETY ANALYSIS APPLICABLE CODES: INTERNATIONAL CODE COUNCIL (ICC) FLORIDA BUILDING CODE - BUILDING, 6TH EDITION, 2617 FLORIDA BUILDING CODE FUEL - GAS, 6TH EDITION, 2017 FLORIDA BUILDING CODE - MECHANICAL, 6TH EDITION 2017 FLORIDA BUILDING CODE - PLUMBING, 6TH EDITION, 2017 FLORIDA BUILDING CODE -ACCESSIBILITY, 6TH EDITION, 2017 FLORIDA FIRE PREVENTION CODE - 6TH EDITION, 2017 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2013 NFPA 70, NATIONAL ELECTRICAL CODE, 2014 NFPA 72, NATIONAL FIRE ALARM CODE, 2013 NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2015 (SYSTEMS) NFPA 90B, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS, 2015 (PENETRATIONS) OCCUPANCY: EXISTING IBC OCCUPANCY CLASSIFICATION: MIXED USE, NONSEPERATED F-1 AND S-1 NEW .00CUPANCY UNDER THIS SCOPE OF WORK - A-3 ASSEMBLY. THE A-3 IS LESS THAN 10% OF THE TOTAL BUILDING AREA AND IS NOT CONSIDERED AN ACCESSORY OCCUPANCY (FBC 508.2.3) THE AREA WILL BE UTILIZED FOR CONGREGATION OF EMPLOYEES DURING INCLIMENT WEATHER WITH STANDING ROOM ONLY CONSTRUCTION TYPE: TYPE OF CONSTRUCTION: EXISTING CONSTRUCTION TYPE IV UNPROTECTED PER SBC (OBTAINED FROM PREVIOUS LIFE SAFETY PLANS) FBC - 60: EQUIVALENT TO TYPE 11 B CONSTRUCTION PER FLORIDA BUILDING CODE 4.8 IN 3 4 5 LIFE SAFETY LEGEWD' �---♦ EXIT ACCESS TRAVEL PATH TD=EXIT TRAVEL DISTANCE ACCESSBILE ENTRANCE/EXIT .EXIT LIGHT CEILING MOUNT EXIT LIGHT WALL MOUNT ®FEC FIRE EXTINGUISHER CABINET (FEC) 4A:40BC ,WEB FIRE EXTINGUISHER BRACKET (FEB) 4AA0BC OFIRE DOOR RATING., MINUTES TYPE OF CONSTRUCTION: EGRESS REQUIREMENTS (CON'T) FIRE RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS: FBC ACCESSIBLE MEANS OF EGRESS: UNPROTECTED NON COMBUSTIBLE, TYPE 11 B TABLE 601 STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 0 HR ACCESIBLE MEANS OF EGRESS SHALL BE PROVIDED IN BEARING WALLS - EXTERIOR 0 HR ACCORDANCE WITH FBC - ACCESSIBILITY. BEARING WALLS - INTERIOR 0 HR TWO MEANS OF EGRESS SHALL BE PROVIDED. NONBEARING WALLS & PARTITIONS - EXTERIOR 0 HR NONBEARING WALLS & PARTITIONS - INTERIOR 0 HR FIRE EXTINGUISHERS: FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS & JOISTS) 0 HR ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS & JOISTS) 0 HR PORTABLE FIRE EXTINGUISHERS SHALL PROVIDED IN ACCORDANCE WITH THE FFPC. . ALLOWABLE BUILDING HEIGHT AND FLOOR AREA: FIRE ALARM AND MASS NOTIFICATION SYSTEM: BUILDING IS UNLIMITED IN AREA PER IBC 507. ACCESSORY ASSEMBLY ADDITION IS TO BE ADDED TO THE UNLIMITED AREA BUILDING SQUARE FOOTAGE AS ALLOWED BY 508.2 (FBC FIRE ALARM SYSTEM NOT REQUIRED FOR THIS OCCUPANCY 507.1.1) BASED ON OCCUPANT LOAD: HOWEVER, A FIRE ALARM SYSTEM WILL BE INSTALLED TO CONFORM WITH THE REMAINDER OF THE NEW ADDITION AREA: 1,431 SF PLANT. EXISTING BUILDING AREA: 400,667 SF NEW TOTAL AREA IS NOW: 402,098 SF FIRE SPRINKLER SYSTEM: EGRESS REQUIREMENTS: BUILDING TO BE FULLY SPRINKLERED. PROVIDE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13. OCCUPANT LOAD FACTORS: ASSEMBLY WITHOUT FIXED SEATS I STANDING SPACE (FBC TABLE 1004.1.2) 5 SF NET CONCENTRATED ASSEMBLY WITHOUT FIXED SEATS (NFPA 101 TABLE 7.3.1.2) 7 SF NET CALCULATED OCCUPANT LOAD FACTOR FOR AREA OF RENOVATION 204 OCCUPANTS MINIMUM EGRESS WIDTH PER PERSON SERVED: LEVEL COMPONENT & RAMPS 027PERSON FBC 1005.3.2 & NFPA 101 7.3.3.1 MAXIMUM TRAVEL DISTANCE LIMIT 250 FEET FBC TABLE 1017.2 & NFPA 101 12.2.6.2 FBC 1009.1 NFPA 101 7.4.1.1 FFPC TABLE 13.6.2 FBC 906.1 NFPA 101 12.3.4.1.1 r—' #OCCUPANTS USING EXIT EXIT CAPACITY --- ROOM OCCUPANT LOAD EXIT CAPACITY OCCUPANCY CLASSIFICATION NEW A-3 ASSEMBLY USE KEY PLAN: LV V/11 IVIIf VI BUILDING ADDITION 8' 4' 0' 8' 16' 24' SCALE IN FEET- 1/8" = 1'-0" IN H" 0 H-w(ell Company ARCHITECTURE #AA26003262 LORNE C. JOHNSTON ARCHITECTURE ce U� rn N Q O o 0 O U �Z a z� 00 O U ui CO O rn O N p �C o o t j V a O w i Lu Q � Emsy_ li '�'/^1 J v/ LLL- 0 (� N J - g c) m N OL . it = IYcow !No ra 60 �Q c*.04 N w cM C a w N H w z 0z z g o a 0 coQ w >z > ui J U. ZZ J O aa. w o w F- p 0 m tr w Q W J co z z d z � w w m O0 0 a SHEET IDENTIFICATION GI-100 a a 2 3 0 5 u 117 C 0 i 1-.. 5' 0 5'' SCALE: 1 "=5' PROTECT CONCRETE PAD ^,�ot m� X# a Haskell Company MICHAEL JOSEPH SMITH CIVIL ENGINEER �d U� 0 CD r O oa O z 0 H D � z (1) o Za 0� Un �o 0 LL I L 1>11 o Q Q om U_ aH W Q ~ J LL 0 Z � NJ_ co i X W CIO �y L�L Ci Gi Ui V)i tp Q a J w N �. H w f z 0 z rJ r � 0 m Z C4 g� z Z z Z 1 J � 00 \ Od U Jw �- w w Q Q In 2 0 z z Q J � U w m w a SHEET IDENTIFICATION C-1 01 a 2 3 1 -- I CLEAN LANDSCAPE RIVER ROCK ADJUST VALVE BOX TO GRADE —1 RAMP ±6% co o / CV REFER TO ARCH FOR HANDRAIL FDN CORNER DETAILS N 1412975.52 E 601130.76 s FINISHED FLOOR EL. 83.65 REFER TO ARCH FOR HANDRAIL DETAILS ° ° ° -- a ��� 81.60 MATCH EXISTING GRADE _ ........... -----------..__...__ - - - - - - - - - -- - - - - -- - - — zo 2% MAX ° ° 16.5' I (TYP.) 4 CONTRACTION JOINT wy 0 I ALIGN WITH EXISTING �' ° - I JOINT (TYP.) ° a ` 4" PARKING STRIPE (TYP.) 4 2% MATCH LINE I ° SEE SHEET C-104 I ° a 4 I ---_--- .......... -------- __.._...__._..--_- ........ _.----- ° a /t \<7 4 RAMP FDN CORNER N 1412927.85 E 601130.81 , 2' No.- �\_83.60 83.60 REFER TO STRUCTURAL FOR STOOP AND RAMP DETAIL 5 �Oi�i•��i ��y F 7.5' L DRY WELL SEE NOTE 1 1 1 1 I Y� 1 1 K 1 1 1 1 1 I 1 1 I 1 1 1 I 1 x 1 I 1 1 1 1 1 X 1 1 .t ' n yX I 1 1 k YySc^. 1 1 - NOTES: 1. DRY WELL, MODEL #117BC, (1 3"X20"X1 2"), AS MANUFACTURED BY GRAINGER. FILL WITH #57 STONE. REFER TO SHEET M-101. 2. DOWNSPOUT DRAIN PIPE SHALL BE 6-INCH PVC, DWV PIPE PER ASTM D2665. CORE EXISTING INLET AT THE INDICATED INVERT. PROVIDE A WATERTIGHT PENETRATION INTO INLET. DOWNSPOUT DRAIN LINES SHALL HAVE A MINIMUM 1% SLOPE TOWARD INLET. REFER TO STRUCTURAL FOR STOOP AND RAMP DETAIL 8/ `� N 83.50 83.50 o�o ENHAM a Haskell Company 0SEp �:• No 64107 : y • M .. .• ; 90 e t v E OF .emu �? a 0NA i � -/-712 MICHAEL JOSEPH SMITH CIVIL ENGINEER as 0 0 oQ r 0 0 0 i` D F— z U) O Za O� �o O LL VJ � Y Q Q U W Q N c�i u- O Q O m a E— �.. z 0 Z 2 �- v) m m M (/) O _I CV J_ m w m Of O = Am 0 75 w= R=I n = NN c*4 w < 3: 2 6- J N. F- w z a LO z o O Q m J a N ZO ~ J 1 I Z ZOO Q (Dw U �_ w p Q� Q m U ~ c/) z Z � U J w m 0 cl- SHEET IDENTIFICATION C-103 N M I I ri I (TYP.) 5' 0 5' 5' SCALE: 'I "=5' a Haskell Company 0 TErOF 041ft 1W * - !Z. /01YAV� 3j/Z 7',##rt ist**0 MICHAEL JOSEPH SMITH CND ENGINEER 2 ce 0 CL rn cv U) 0 z 0 U D z C/) 0 z 0u o(j) LLI 0 ILL w W 0 z Er) 0 z 0-LM 0- z 3: C-4 Z LL Z ,Z _j 250 C-4 z0 a W P Q7:w cr) w w Z D z 0 w 5 It It iL— SHEET IDENTIFICATION C-1 04 N. Piz 0. 2 3 4 i 5 M 0 L �r- NO 4 DOWEL BARS AT 18" 0/C s M 1 GAADEDAGGREGATE BASE � 1 PANELS NOTED WITH 'f7'ONPLANS. COMPACT T097%-ASTM1557 TYPICAL REINFORCED RIGID PAVEMENTSECTION C-501J NOTTOSCALE 0 112"1118"(W) JOINT SEALANT — SEPARATING TAPE BACKER MATERIAL 118" CONTRACTION JOINT � SEALANT DETAIL C-501 j NOT TO SCALE GRADEDAGGREGATEBASE FDOT SECTION204 COMPACT TO 97% - ASTM 1557 TYPICAL RIGID PAVEMENT SECT/ON C-501 J NOT TO SCALE 314"t 118"(w) JOINT SEALANT SEPARATING TAPE 0 ao _ - 3/4"NON-EXTRUDING JOINT FILLER EXPANSION JOINT 5� SEALANT DETAIL C-501 NOT TO SCALE EXISTING PAVEMENT 3I4 "N ZTEXNG JOINT SEALANT JOINT FILLER • 36" SAWED JOINT 8 THICKENED EDGE EXPANSION JOINT 6" SLOPEPER C-501 NOT TO SCALE PAN Co - 2"r t for • •d a ..4d: a a .• . JOINT SEALANT —, f -- SAWED JOINT ar ..cw••a. i•.. A REFER TO TYPICAL PAVEMENT SECTIONS '9 SAWED /CONTRACTIONJOINT C-501 % NOT TO SCALE NOTE. 1. SAWCUT CONTRACT/ONJOINTS AT 15FT. MAX SPACING. CONSTRUCT DOWELED ISOLAT/ONJOINTS ATALL POINTS OFCUR VENOT TO EXCEED 90 FT. MAX. SPACING. 2. CONCRETE FOR CURB & GUTTER SHALL HAVEA 28 DAYCOMPRESSIVE STRENGTH OF4000 PSI. 3. SLOPE GUTTER TO ORAWAYFROM CURB TO MATCHPAV/NG GRADE. ,o INTEGRAL C-501 J NOT TO SCALE CURB DETAIL RESERVED PARKING 3/8"0BOLT WITH WASHER & NUT (2 TYPICAL PER SIGN) NOTE: ACCVAN ESSIBLE VANACCESS/BLES/GN (AS REQUIRED) 1. LETTER/NGAND S YMBOL OG Y IN A CCORDANCE W/THLOCAL STANDARDS AND GUIDELINES. ADA PARKING SIGN DETAIL C-501 / NOT TO SCALE 9'TOFACE OF CURB 9' TO END OFPARKING STALL NOTE 1. EDGE OFSYMBOLSNALLBE PARALLEL TO THEPARK/NC+STALL. SYMBOL SHALL HAVENOORTHOGONAL EDGES. Z. SYMBOLOGYINACCORDANCEW/TFILOCALS7ANDARDSANDGUIDELINES. � ADA SYMBOL DETAIL C-501 j NOT TO SCALE 5'-0" 6" 4"CONCRETEPAVEMENT • a =1 1 Li i w I I 1 I I'III-1 I I ' I I I I i I�T` I I I 11 171 L- COMPACTED SUBGRADE SIDEWALK WITH SIDE CURB 4"CONCRETEPAVEMENT —1 I I�I I l r l l I�I I I III-1 I l III I I I� I I I 11 COMPACTED SUBGRADE STANDARD SIDEWALK NOTE, - MAX/MUMEXPANSIONJO/NT SPACING SHALL BE50FT. - PROVIDEEXPANS/ONJO/NTSAT THE CURB AND WHERE SIDEWALKSABUTT STRUCTURES OR OTHER SIDEWALKS -PROVIDE DUMMY GROOVE CONTR4CT/ON JOINTS AT AN /NTFRVAL EQUAL TO THE SIDEWALK WIDTH CONCRETE SIDEWALKDETAILS c-soy J NOT roSCALE N 12" EQ EQ POST CAP ® 0.063"ALUM/NUMOR 16GAUGE STEEL SIGN FLATE 4 = _ 3/8"OBOLT WITH WASHER & NUT (2 M TYPICAL PER SIGN) "VAN ACCESSIBLE" SIGN. 0.063" ALUMINUM OR 16 GAUGE STEEL = SIGN PLATE Nei �o 318"0 BOLT WITH WASHER & NUT (2 TYPICAL PER SIGN) 1-1/2"0STANDARD WEIGHT GAL R STEEL PIPE POST SLOPE TOP OF FOO TING A WA Y FROMPOST I II III •."-d-:-.••--• III r,IIT- II- 1 I 12"000NCRETEFOOT/NG. 'I (I ....A 4. _ CONCRETE SHALL BE3000 PSI MIX (MINIMUM). • ' d 1/2"OX4"S7EEL ROD III I� THRUPOST • 11- 314" WASHED GRAVEL DA41NAGELAYER =III II TRAFFIC S C-501 NOT TO SCALE GN POST DETAIL 1/2" Moo JOINT SEALANT v ----` 1!8"• Rp p v •D v � v � p v . - v . v _ v p EXPANSION JOINT 1/8" JOINT SEALANT v vc, D v �J CONTRACTION JOINT TYPICAL C-501 NOT TO SCALE PREMOLDED EXPANSION JOINT FILLER SIDEWALKJOINTS 4^04 miffs BARN a Haskell Company MICHAEL JOSEPH SMITH CIVIL ENGINEER o� rn 0 N O o 0 z 0 � z o 0 U ai LLI 0 w w 0 a o � Q o m U a I- w w N Q c cn ZLL P m m 0 J } � W p�N o'�`b'-7�3�v��v,N J N w Z Z J !" m Z J Z E- I Z J E- w Oa U w p cl) w 00 !Q z z Z O U w m -13 0 n. SHEET IDENTIFICATION C-501 2 3 4 1 5 A. DESIGN CRITERIA 1. "BUILDING CODE" -"INTERNATIONAL BUILDING CODE 2015" (IBC 2015) AS SUPPLEMENTED BY ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" (2010) AND MODIFIED BY STRUCTURAL REQUIREMENTS AND CRITERIA SPECIFIED BY ICC / NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS 2014 (ICC 500-2014) (INCLUDING ALL LOCAL REQUIREMENTS AND AMENDMENTS TO THE "BUILDING CODE") 2. A 3 LIVE LOADS DETERMINED IN ACCORDANCE WITH THE "BUILDING CODE". LOCATION MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD MINIMUM CONCENTRATED LIVE LOAD ROOF - (CANOPY AREA) 20 PSF 300 LBS ROOFS (MINIMUM) PER ICC-500 100 PSF ------ ROOFS (MINIMUM) PER ICC--500 100 PSF ---- SNOW LOADS - N/A 4. WIND LOADS DETERMINED IN ACCORDANCE WITH. THE STRUCTURAL REQUIREMENTS AND THE CRITERIA AS SPECIFIED IN THE BUILDING CODE AND ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM.SHELTERS 2014 (ICC 500-2014). I 0 5 0 WIND LOAD PARAMETERS - BUILDING ADDITION: RISK CATEGORY it NOMINAL DESIGN WIND SPEED Vasd = 250 MPH (ICC 500, SECTION 304.2) WIND EXPOSURE CATEGORY C (ICC 500, SECTION 304.4) INTERNAL PRESSURE COEFFICIENT GCpi = +/-0.55 (ASCE 7, TABLE 26.11-1, PARTIALLY ENCLOSED) DIRECTIONALITY FACTOR Kd = 1.0 (ICC 500, SECTION 304.3) CANOPY AND PARAPET: RISK CATEGORY II WIND IMPORTANCE FACTOR Iw = 1.0 (ASCE 7) ULTIMATE DESIGN WIND SPEED Vug = 140 MPH (ASCE 7) WIND EXPOSURE CATEGORY C (ASCE 7) INTERNAL PRESSURE COEFFICIENT GCpi = +/-0.55 (ASCE 7; PARTIALLY ENCLOSED) DEBRIS CRITERIA - TORNADO MISSILE IMPACT CRITERIA (ICC 500, SECTION 305) MISSILE SIZE 15 lb. 2x4 MISSILE SPEED (VERTICAL SURFACES) 100 MPH MISSILE SPEED (HORIZONTAL SURFACES). 67 MPH SEISMIC LOADS DETERMINED IN ACCORDANCE WITH THE "BUILDING CODE". DESCRIPTION OF THE STRUCTURE AND LATERAL FORCE RESISTING SYSTEM: ALL LATERAL LOAD RESISTANCE AND STABILITY OF THE BUILDING IN THE COMPLETED STRUCTURE IS PROVIDED BY BEARING WALL SYSTEM WITH ORDINARY REINFORCED MASONRY SHEAR WALLS. THE CONCRETE ROOF SLAB ON COMPOSITE STEEL DECK SERVES AS HORIZONTAL DIAPHRAGM THAT DISTRIBUTES THE LATERAL WIND AND SEISMIC LOADS HORIZONTALLY TO THE VERTICAL MASONRY SHEAR WALLS. THE VERTICAL MASONRY SHEAR WALLS CARRY THE APPLIED LOADS TO THE BUILDING FOUNDATIONS. SEISMIC DESIGN PARAMETERS - RISK CATEGORY II SEISMIC IMPORTANCE FACTOR l e = 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIOD SS = 0.068g MAPPED SPECTRAL RESPONSE ACCELERATION AT PERIOD OF 1 SECOND S , = 0.034g SITE CLASSIFICATION CLASS D* DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT PERIOD SDS= 0.072g (CALCULATED) DESIGN SPECTRAL RESPONSE ACCELERATION AT A PERIOD OF 1 SECOND SDI = 0.055g (CALCULATED) SEISMIC DESIGN CATEGORY I A * SITE CLASSIFICATION ASSUMED AS "CLASS D", PER IBC 2015 SECTION 16.13.3.2. CALCULATED SAS, SDI, CS, AND SEISMIC DESIGN CATEGORY BASED ON ASSUMED SITE CLASSIFICATION. LOAD COMBINATIONS ARE IN ACCORDANCE WITH THE "BUILDING CODE" (IBC 2015, SECTION 1605.2). A. DESIGN CRITERIA 7. NO PROVISIONS FOR ANY FUTURE BUILDING EXTENSION OR ADDITION HAVE BEEN MADE IN THE STRUCTURAL DESIGN. 8. PROJECT PROVIDES AN OPEN MEETING ROOM LOCATED OUTSIDE OF AN EXISTING BUILDING. THE OPEN MEETING ROOM IS DESIGNED TO MEET ICC 500-2014 STRUCTURAL CRITERIA TO FUNCTION AS A HARDENED AREA. B. SOIL PREPARATION AND FOUNDATIONS 1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE "GEOTECHNICAL ENGINEERING REPORT" PREPARED FOR THE PROJECT BY TERRACON CONSULTANTS, INC. DATED FEBRUARY 12, 2019. A. THE CONTRACTOR MAY NOT RELY UPON NON -TECHNICAL DATA, OPINIONS, OR INTERPRETATIONS FOUND IN THE GEOTECHNICAL REPORT IDENTIFIED ABOVE NOR UPON THE COMPLETENESS THEREOF FOR CONTRACTORS PURPOSES. COPIES OF THE AFOREMENTIONED 3. GEOTECHNICAL REPORT ARE NOT INCLUDED WITH THE BIDDING DOCUMENTS. THE GEOTECHNICAL REPORT IS NOT PART OF THE CONTRACT DOCUMENTS, BUT THE TECHNICAL DATA CONTAINED: THEREIN UPON WHICH THE CONTRACTOR IS ENTITLED TO RELY, AS SPECIFICALLY LISTED IN THE FOREGOING SUBPARAGRAPH, IS INCORPORATED INTO THE CONTRACT DOCUMENTS BY REFERENCE. 2. ALL EXCAVATION, FILL, COMPACTION, PREPARATION AND GRADING OF THE SITE SHALL BE IN ACCORDANCE WITH IBC 2015 AND OSHA REQUIREMENTS 3. SOIL SUPPORTED FOUNDATIONS A. DESIGN BEARING PRESSURE (NET) IS 2,500 PSF FOR SPREAD FOOTING SHALLOW FOUNDATIONS BEARING ON UNDISTURBED FIRM SUBGRADE SOIL OR APPROVED STRUCTURAL FILL MATERIAL. DESIGN VALUES AND BEARING MATERIALS SHALL BE VERIFIED AND APPROVED BY A QUALIFIED LICENSED GEOTECHNICAL ENGINEER. B. MAT SLAB FOUNDATIONS SHALL BE PLACED ON APPROVED COMPACTED STRUCTURAL FILL OR ON APPROVED UNDISTURBED NATIVE MATERIAL. C. FOUNDATION REINFORCING SHALL BE SUPPORTED FROM ABOVE OR WITH 3 INCH BAR SUPPORTS AT 4 FEET ON CENTER (MAX.) WHILE DEPOSITING CONCRETE IN FORMS. D. MOISTURE CONTENT IN MAT SLAB FOUNDATION EXCAVATIONS NECESSARY TO PREVENT LOSS OF COMPACTION SHALL BE MAINTAINED UNTIL MAT SLAB FOUNDATION ARE PLACED. MAT SLAB FOUNDATION SHALL BE POURED AS SOON AS PRACTICAL AFTER EXCAVATION AND SUBGRADE PREPARATION ARE COMPLETED. IN NO CASE SHALL EXCAVATIONS BE ALLOWED TO REMAIN OPEN OVERNIGHT. E. A MODULUS OF SUBGRADE REACTION VALUE (k) EQUAL TO 150 PCI HAS BEEN USED TO DESIGN THE MAT SLAB FOUNDATIONS BEARING ON COMPACTED AGGREGATE OVER APPROVED COMPACTED STRUCTURAL FILL. CONTRACTOR SHALL COORDINATE AND VERIFY MODULUS OF SUBGRADE REACTION WITH GEOTECHNICAL ENGINEER. C. CAST -IN -PLACE CONCRETE 1. ALL STRUCTURAL CAST -IN -PLACE CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "BUILDING CODE" AND ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY". 2. CONCRETE REQUIREMENTS A. CONCRETE FOR THE STRUCTURE INDICATED ON THE CONTRACT DOCUMENTS HAS BEEN ASSIGNED THE FOLLOWING EXPOSURE CLASSES IN ACCORDANCE WITH ACI 318, SECTION 19.3.1 LOCATION EXPOSURE CLASSES - EXTERIOR FOUNDATIONS FO, SO, PO, CO EXTERIOR SLAB ON STEEL DECK FO, SO, PO, CO BASED ON THE EXPOSURE CLASSES ASSIGNED, CONCRETE MIXTURES SHALL COMPLY WITH THE MOST RESTRICTIVE REQUIREMENTS ACCORDING TO ACI 318, TABLE 19.3.2.1 B. CAST -IN -PLACE CONCRETE 28-DAY SPECIFIED COMPRESSIVE STRENGTHS AND PROPERTIES LOCATION MIN. fc (PSI) UNIT WEIGHT (PCF) MAX. W/C RATIO AIR ENT. % EXTERIOR FOUNDATIONS 4000 145t5 0.45 6 +/- 1.5 EXTERIOR SLAB ON STEEL DECK 4000 145t5 0.50 6 +/- 1.5 C. PROVIDE TYPE 1 / it PORTLAND CEMENT MEETING THE REQUIREMENTS OF ASTM C150. D. FLY ASH ON NATURAL POZZOLAN USED AS ADMIXTURES SHALL CONFORM TO ASTM C618. E. PROVIDE CONCRETE AGGREGATES CONFORMING TO ASTM C33 FOR NORMAL -WEIGHT CONCRETE. F. WATER USED FOR MIXING CONCRETE SHALL BE POTABLE AND CONFORM TO ASTM C1602. G. THE USE OF CALCIUM CHLORIDE, ADMIXTURES CONTAINING CHLORIDES AND OTHER CHLORIDE CONTAINING AGENTS IN CAST -IN -PLACE STRUCTURAL CONCRETE IS PROHIBITED. C. CAST -IN -PLACE CONCRETE H. CONCRETE WITH AN EXPOSURE TO FREEZING AND THAWING OR DEICING CHEMICALS SHALL . ^*040 HAVE AIR ENTRAINMENT PRODUCING A TOTAL AIR CONTENT OF 6 PERCENT +/-1.5 PERCENT a Na tl'GompM BY VOLUME. AIR ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260. ENGINEERING#31348 I. CONCRETE CLEAR COVER OVER REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318, AS LISTED BELOW, UNLESS NOTED OTHERWISE - LOCATION CLEAR COVER (IN.) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1-1/2 SLABS NOT EXPOSED TO WEATHER 3/4 CONCRETE REINFORCING SHALL MEET THE FOLLOWING: A. STEEL REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60. STEEL REINFORCING BARS REQUIRED TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706 GRADE 60. WELDING OF STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH AWS D1.4-98 "STRUCTURAL WELDING CODE - REINFORCING STEEL". WELDING OF REINFORCING OTHER THAN SPECIFIED IS PROHIBITED. STEEL REINFORCEMENT SHOP DRAWINGS SHALL CLEARLY DENOTE ALL WELDING REQUIREMENTS FOR REVIEW AND PRIOR APPROVAL. B. ALL REINFORCING SHALL BE CONTINUOUS UNLESS NOTED OR INDICATED OTHERWISE. LAP SPLICES AND EMBEDMENT LENGTHS FOR REINFORCING SHALL BE IN ACCORDANCE WITH THE "REINFORCEMENT SPLICE AND EMBEDMENT SCHEDULE" AND THE "ACI STANDARD 90 AND 180 DEGREE HOOK REINFORCEMENT EMBEDMENT SCHEDULE" SHOWN ON THE STRUCTURAL DRAWINGS UNLESS NOTED OTHERWISE. WHERE REINFORCING BARS OF DIFFERENT SIZES LAP, PROVIDE A LAP SPLICE LENGTH FOR THE LARGER REINFORCING BAR SIZE. C. STEEL REINFORCEMENT SHOP DRAWINGS SHALL BE SUBMITTED WITH REINFORCING STEEL DETAILED IN ACCORDANCE WITH ACI PUBLICATION SP-66 (04) "ACI DETAILING MANUAL - 2004". D. ALL STEEL REINFORCEMENT SHOWN TO HAVE A 90 DEGREE LEG SHALL CONFORM TO THE REQUIREMENTS OF A STANDARD ACI 90 DEGREE HOOK UNLESS NOTED OTHERWISE. 4. FORMING AND EMBEDMENTS SHALL MEET THE FOLLOWING: A. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4 INCH INSIDE FORMS OR TOOLED TO 3/8 INCH RADIUS ON SLABS UNLESS NOTED OTHERWISE. B. MAT FOUNDATION SLABS -ON -GRADE SHALL HAVE CONSTRUCTION JOINTS AND CONTROL JOINTS (SAWED JOINTS) LOCATED AS SHOWN ON THE DRAWINGS. SHOULD THE CONTRACTOR DESIRE TO DEVIATE FROM THE MAT FOUNDATION SLAB -ON -GRADE. JOINT LAYOUT SHOWN, THE CONTRACTOR SHALL SUBMIT AN ALTERNATE JOINT LAYOUT AND SPACING IN ACCORDANCE WITH THE RECOMMENDATIONS OF ACI 302.1 R "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION", LATEST EDITION. THE CONTRACTOR SHALL LOCATE AND DIMENSION ALL MAT FOUNDATION SLAB -ON -GRADE JOINTS ON THE STEEL REINFORCEMENT SHOP DRAWINGS. C. NO ALUMINUM SHALL BE EMBEDDED IN CONCRETE. CONDUITS AND PIPING RUNNING HORIZONTALLY SHALL NOT BE EMBEDDED IN THE MAT SLAB FOUNDATION OR ELEVATED CONCRETE SLABS ON STEEL DECK. VERTICAL PENETRATIONS THRU ELEVATED SLABS REQUIRE PRIOR WRITTEN APPROVAL FROM THE FOR AND WHERE ALLOWED SHALL BE COORDINATED NOT TO CONFLICT WITH REINFORCING AND SHALL BE LOCATED AND DIMENSIONED ON THE STEEL REINFORCEMENT AND STEEL DECK SHOP DRAWINGS. VERTICAL PENETRATIONS THRU ELEVATED SLABS SHALL BE SLEEVED OR FORMED ONLY. CORE. DRILLING WILL NOT BE ALLOWED. ALL SLEEVED PENETRATIONS SHALL BE COORDINATED BY THE CONTRACTOR AND LOCATED AND DIMENSIONED ON THE STEEL REINFORCEMENT AND STEEL DECK SHOP DRAWINGS. THE NUMBER AND SPACING OF ADJACENT SLEEVES SHALL BE COORDINATED WITH THE STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION TO PREVENT ANY IMPACT ON STRUCTURAL CAPACITY OR PERFORMANCE. 5. CURING FOR CONCRETE SURFACES NOT IN CONTACT WITH FORMS. ONE OF THE FOLLOWING PROCEDURES SHALL BE APPLIED IMMEDIATELY AFTER COMPLETION OF PLACEMENT AND FINISHING. ALL CONCRETE MAT FOUNDATION SLABS -ON -GRADE SHALL BE CURED USING MOISTURE RETAINING MATERIAL INDICATED IN ITEM "A" BELOW. A. APPLICATION OF MOISTURE RETAINING CURING MATERIALS CONSISTING OF BURLAP BACKED WHITE WATERPROOF SHEET MATERIALS, CONFORMING TO ASTM C171 "STANDARD SPECIFICATION FOR SHEET MATERIALS FOR CURING CONCRETE". CURING SHALL BE CONTINUED AT LEAST 7 DAYS. B. APPLICATION OF A CURING COMPOUND CONFORMING TO ASTM C309 "STANDARD SPECIFICATION FOR LIQUID MEMBRANE FORMING COMPOUNDS FOR CURING CONCRETE". THE COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER IMMEDIATELY AFTER ANY WATER SHEEN WHICH MAY DEVELOP AFTER FINISHING HAS DISAPPEARED FROM THE CONCRETE SURFACE. IT SHALL NOT BE USED ON ANY SURFACE AGAINST WHICH ADDITIONAL CONCRETE OR SUBSEQUENTLY APPLIED FINISH MATERIAL OF SYSTEM IS TO BE BONDED UNLESS IT IS PROVEN THAT THE CURING COMPOUND WILL NOT PREVENT PROPER BOND, OR UNLESS POSITIVE MEASURES ARE TAKEN TO REMOVE IT COMPLETELY FROM AREAS TO RECEIVE BONDED APPLICATIONS. CURING SHALL BE CONTINUED AT LEAST 7 DAYS. 6. ALL EXTERIOR CONCRETE MAT FOUNDATION SLABS -ON -GRADE AND ELEVATED SLABS ON STEEL DECK SHALL RECEIVE A STEEL TROWEL FINISH UNLESS NOTED OTHERWISE, SPECIFIED, OR REQUIRED BY A SUBSEQUENT FLOOR FINISH SYSTEM OR MATERIAL. ��� J •"'�,� N $fir'" Goo STUART T`WEBB STRUCTURAL ENGINEER REG. NO.65469 U 0 rn NQ M 0 O �Z 0 �a z� Oo O LL m ILo. 0 0 00 U N � w � ¢ N 0 o M or)6 �_ u" 0 z = vi mo m 0 m m U- co Ix NJ l 1m M 5. o- J N U w z O z o m Lu 0 m H z Z z J �z Oa 0 ~ J w 03 Z Z Z � w O w m O w a SHEET IDENTIFICATION S-ool I 3 4 I 5 r u I 0 w 5 C. CAST -IN -PLACE CONCRETE (CONTINUED) 7. REINFORCING SPLICE AND EMBEDMENT SCHEDULES: ACI STANDARD 90 AND 180 DEGREE HOOK REINFORCEMENT... BAR SIZE HOOK EMBEDMENT LENGTH (IN.) fc = 4000 PSI fc = MW PSI fc 6000 PSI #3 7 7 6 #4 10 9 8 #5 12 11 10 #6 .15 13 12. #7 17 15 14 #8 19 17 16 #9 22 19 18 #10 24 22 20 #11 27 24 22 REINFORCEMENT SPLICE AND EMBEDMENT SCHEDULE FOR fc=4000 PSI BAR SIZE SPLICE LENGTH EMBEDMENT LENGTH TOP BARS (IN.) 1 OTHER BARS (IN.) TOP BARS (IN.) 1 OTHER BARS (IN.) #3 24 19 19 15 #4 32 25 25 19 #5 40 .31 31 24 #6 48 37 37 29 #7 70 54 54 42 #8 80 62 62 48 #9 91 70 70 54 #10 102 79 79 61 #11 113 87 87 67 D. CONCRETE MASONRY 1. REFER TO DETAIL 1/S-002 FOR TYPICAL CMU LOAD BEARING WALL REINFORCING ELEVATION. 2. ALL MASONRY SHALL CONFORM TO THE REQUIREMENTS OF IBC AND ACI 530. THE MINIMUM SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (fm) SHALL BE 1500 PSI AT 28 DAYS. 3. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2-CELL, HOLLOW LOAD BEARING, NORMAL WEIGHT AGGREGATE UNITS CONFORMING TO ASTM C90. CMU SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 1900 psi ON THE NET AREA AT 28 DAYS. 4. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. MORTAR SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 1800 psi AT 28 DAYS. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCEMENT LAP SPLICES IN CMU WALLS, COLUMNS, PILASTERS AND BEAMS SHALL CONFORM TO TABLE FOR NOTE #19 ON SHEET S-002. PROVIDE TYP. VERT. WALL REINFORCING ABOVE OPENINGS. TERMINATE BOTTOM OF BARS WITH STD. ACI 900 HOOK AT BOTTOM LAYER OF LINTEL MASONRY CONTROL JOINT IINP OPENING JAMB, REF. 3/S-002 REINFORCING. OR FOR SIZE & REINFORCING, TYP. TOP OF WALL. MASONRYI ION JOINT REF. ARCH. OPENING LINTEL, RI 2IS-002 FOR SIZE & REINFORCING, TYP. TOP OF CONC Nu ELEV. PROVIDE REINF ORCI OPENINGS D. CONCRETE MASONRY 6. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'g) OF 2000 PSI AT 28 DAYS. THE COMPRESSIVE STRENGTH OF THE GROUT SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C1019. ALL CMU CELLS SHALL BE FILLED SOLID WITH GROUT. 7. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL CELL NOT LESS THAN 2 1/2"x3" PLAN DIMENSIONS. 8. PROVIDE A DOWEL OF SAME SIZE AS VERTICAL REINFORCING FOR EACH VERTICAL REINFORCING BAR. FOUNDATION DOWELS SHALL BE EXTENDED AN EMBEDMENT LENGTH INTO THE FOUNDATION CONCRETE AND ONE LAP LENGTH INTO MASONRY WALL UNLESS NOTED OR INDICATED OTHERWISE. 9. ALL VERTICAL WALL REINFORCING (INCLUDING JAMBS) SHALL EXTEND CONTINUOUSLY FROM BASE OF WALL TO EMBED 6" INTO THE UPPERMOST BOND BEAM. REFER TO DETAILS 1/S-002 FOR TYPICAL CMU WALL REINFORCING UNLESS NOTED OTHERWISE ON THE DRAWINGS. 10. PROVIDE CONCRETE MASONRY CONTROL JOINTS (MCJ) AS SHOWN ON THE DRAWINGS. 11. REFER TO 3/S-002 FOR CMU OPENING JAMB REINFORCING AND DIMENSIONS.. REFER TO 2/S-002 FOR OPENING LINTEL REINFORCING AND DIMENSIONS. 12. REFER TO 1/S-002 FOR CMU BOND BEAM LOCATIONS, DIMENSIONS, REINFORCING, AND SPACING, U.N.O. ALL INTERIOR CMU WALLS SHALL HAVE BOND BEAMS LOCATED AT THE SAME LEVELS AS PERIMETER CMU WALL BOND BEAMS. 13. HORIZONTAL REINFORCING BARS AROUND PERIMETER OF OPENINGS SHALL EXTEND A MINIMUM OF 24 INCHES OR 40 BAR DIAMETERS, WHICHEVER IS LARGER, PAST THE CORNER OF THE OPENING. WHERE THE MINIMUM LENGTH CANNOT BE ACHIEVED, PROVIDE A STANDARD ACI 180 DEGREE HOOK AT END OF BAR. 14. PROVIDE A MINIMUM OF THREE VERTICAL CELLS GROUTED SOLID WITH (1) - #6 VERTICAL IN EACH CELL AT ENDS OF CMU WALLS, CMU WALL INTERSECTIONS AND CORNERS, EACH SIDE OF A CMU WALL MASONRY CONTROL OR ISOLATION JOINT, UNLESS. NOTED OTHERWISE. BEAM SUPPORT LOCATIONS NOT AT PILASTERS SHALL HAVE A MINIMUM OF THREE VERTICAL CELLS GROUTED FULL WITH (1) #6 VERTICAL IN EACH CELL. PROVIDE A DOWEL OF SAME SIZE AS THE VERTICAL REINFORCING AT THE BASE OF THE WALL FOR EACH VERTICAL REINFORCING BAR. 15. REFER TO SHEET S-002 FOR TYPICAL CMU WALL CORNER AND INTERSECTION REINFORCING DETAIL. IIII ��� !� _4UMA Iuu MINE II�H.�. HN HMO 1�\CC�C>������I�I�il��l��lilOO�11��O1i1 IIIS� "Imm Hl�i IIIIIIIIIIIIIIIII1/11 111nnI1INlllllnOSlMMONONn 1ftH■��tn IHI�I 1�1n�nw�11 H���IIIIIIIIJISIu O !1l�#1�1��1�=II=�I��IHRI M- IMII/NMsMMi1N=#1MMM=1MMMMM=kumIIlmmI#i#I IIIMM mmmmmmmHii1mmmmmmmmmmmHii1mMMHI MEN! i� { :>=LMM===E�crj==rzj=c==l"Mc==l fib= - •CONT. PROVIDE' • BOND BEAM BOTTOM OF OPENINGS. r FOUNDATION DOWEL, REF. NOTES 8 & 14 TYP. REINFORCING & SPACING (1) - #6 C 16" O.C. (U.N.O.) TYPICAL LOAD BEARING CMU WALL ELEVATION - - 3-002) NOT TO SCALE CMU JAMB SCHEDULE OPENING WIDTH JAMB WIDTH (W) REINF. BAR SIZE NUMBER OF BARS PER CELL 4'-0" OR LESS 16" #5 2 TYPICAL CMU JAMB DETAILS & SCHEDULE DETAIL 3-0021 NOT TO SCALE TYP. NOTE: CONTROL JOINTS NOT SHOWN FOR CLARITY. SEE REINFORCED CONCRETE MASONRY WALLS NOTE 10: A^I 111 ^r%^l IT 1-1 1/ 1 IAllf1Tl 1 CMU LINTEL SCHEDULE OPENING WIDTH LINTEL DEPTH (D) REINF. BAR SIZE NUMBER OF TOP BARS NUMBER OF BOT. BARS 4'-0" OR LESS 811 #5 -- 2 CONT. BOND BEAMS W/ (2) - #5 (MIN. U.N.O.) AT TOP OF WALL, BOTTOM OF WALL, STEEL BEAM BEARING ELEVATION, AND EVERY SIXTH COURSE ALONG WALL HEIGHT. BOND BEAM REINFORCING AT TOP AND BOTTOM OF WALL AND STEEL BEAM BEARING ELEVATION SHALL BE CONT. THRU CONTROL JOINTS IN _E AND QUANTITY IN EACH CELL. C SOLID GROUT LINTEL FULL DEPTH REF. SCHEDULE FOR BAR SIZE & QUANTITY 21 /2"4 L e j; 21 /2" DOUBLELINTEL CMU LINTEL DETAIL & SCHEDULE 3-00 NOT TO SCALE PVC CONTROL SEALANT JOINT MATERIAL� � BACKSTOP MATERIAL '1 VERTICAL WALL REINFORCING, -' SEE GENERAL STRUCTURAL NOTES TYPICAL MASONRY CONTROL JOINT (MCJ) DETAIL 3-0021 NOT TO SCALE D. CONCRETE MASONRY 16. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR DIMENSIONS, OPENING SIZES, LOCATIONS, AND ADDITIONAL INFORMATION AND REQUIREMENTS. 17. CONTRACTOR SHALL SUBMIT CMU WALL LAYOUT PLANS AND ELEVATIONS FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. THE CMU WALL LAYOUT PLANS AND ELEVATIONS SHALL BE SUBMITTED WITH THE REINFORCING SHOP DRAWINGS FOR THE SUPPORTING FOUNDATION OR FRAMING LEVEL. THE CMU WALL LAYOUT PLANS AND ELEVATIONS SHALL LOCATE AND INDICATE DIMENSIONS FOR ALL CMU WALLS, WALL OPENINGS, MASONRY CONTROL JOINTS, AND ALL CMU VERTICAL CELLS. HORIZONTAL ELEMENTS AND CMU VERTICAL CELLS THAT WILL BE REINFORCED, AND CONTAIN DOWELS SHALL BE INDICATED AND LOCATED ON THE CMU LAYOUT PLANS AND ELEVATIONS. 18. HORIZONTAL BOND BEAM AND JOINT REINFORCING FOR INTERIOR AND EXTERIOR WALLS SHALL BE CONTINUOUS THROUGHOUT, EXCEPT AT MASONRY CONTROL JOINTS IT SHALL BE AS FOLLOWS - A. INTERMEDIATE HORIZONTAL BOND BEAM AND JOINT REINFORCING SHALL BE DISCONTINUOUS AT MASONRY CONTROL JOINTS EXCEPT THAT REINFORCEMENT IN BOND BEAMS AT THE BOTTOM AND TOP OF WALL AND STEEL BEAM BEARING ELEVATIONS SHALL BE CONTINUOUS. B. WHERE CONTROL JOINT DOES NOT OCCUR AT A CORNER, PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH THE HORIZONTAL REINFORCING BARS OF EACH BOND BEAM AT ALL CMU WALL CORNERS AND INTERSECTIONS UNLESS NOTED OR INDICATED OTHERWISE. C. USE OPEN KNOCK OUT BLOCK BOND BEAM BLOCKS. DO NOT USE TROUGH TYPE BLOCKS FOR BOND BEAMS UNLESS NOTED OTHERWISE. TROUGH TYPE BLOCKS MAY BE USED FOR BOND BEAMS WHICH ARE ALSO LINTELS AND ARE DIRECTLY ABOVE AN OPENING. 19. VERTICAL AND HORIZONTAL REINFORCING SHALL MEET THE FOLLOWING LAP SPLICE AND EMBEDMENT REQUIREMENTS - REINF. BAR SIZE LAP SPLICE LENGTH IN CMU WALL (IN.) EMBEDMENT W/ STD. ACI .90 DEGREE HOOK (IN.) STRAIGHT EMBEDMENT (IN.) #4 15 10 19 #5 23 12 24 #6 43 15 29 #7 60 17 42 #8 92 19 48 20. ALL CONCRETE MASONRY WALLS SHOWN ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS HAVE BEEN DESIGNED TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCES APPLIED TO THEM IN THE FINAL CONSTRUCTED CONFIGURATION ONLY ASSUMING FULL BRACING TOP, BOTTOM, AND/OR SIDE OF WALL AS INDICATED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY AND ADEQUATELY BRACE ALL MASONRY WALLS AT ALL STAGES DURING CONSTRUCTION TO RESIST ERECTION LOADS AND LATERAL LOADS THAT COULD POSSIBILY BE APPLIED TO THEM PRIOR TO COMPLETION OF CONSTRUCTION. 21. ALL CONCRETE MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTION. REFER TO THE "BUILDING CODE" AND CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 22. ALL CMU CONSTRUCTION SHALL BE PLACED IN RUNNING BOND PATTERN. 48 BAR DIAMETERS VERTICAL CORNER BARS, SEE GENERAL STRUCTURAL NOTES BOND BEAM REINFORCEMENT TYPICAL PLAN DETAIL FOR BOND BEAM REINFORCING 3-002) NOT TO SCALE ,1W A" wwx - a HaskeO Company ENGINEERING #31348 S -to -19 STUARTT. WEBB STRUCTURAL ENGINEER REG. NO.88469 U. cl rn 0 04 0 O F= U �a o a z� Oo 0 U n W o 0 T_ N U ti a N aS cn co WL z I=- ao O -j o to W N J Za, °°(�� 1m ci-- �o Q� �N �¢ CON a M qw_ (L J N w Z C) z o. LO .I Z --I ¢Q O F- m Op Z J Z -j Z 93: 1 -L U L } 1 Oa D �0 o co ui 0 0 J ` a � z Z wU H p J Z a w U w m 0. SHEET IDENTIFICATION S-002 Eli E 1 I 2 3 4 1 5 I A I 0 E. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL HAS BEEN DESIGNED AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE "BUILDING CODE", ANSUAISC 360-10 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (22 JUNE 2010), AND THE AISC STEEL CONSTRUCTION MANUAL (14TH EDITION) CONFORMING TO THE PROVISIONS OF THE LOAD RESISTANCE FACTOR DESIGN (LRFD). A. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STEEL ERECTION STANDARDS 29-CFR, SUBPART R. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE ON THE DRAWINGS - TYPE ASTM GRADE FY (MIN.) (KSI) STRUCTURAL WIDE FLANGE BEAMS AND COLUMNS (W - SHAPES) A992 50 STRUCTURAL CHANNELS AND ANGLES (C, MC, AND L - SHAPES) A36 ---- 36 STRUCTURAL PLATES AND BARS (TYPICAL U.N.O.) A36 ----- 36 HOLLOW STRUCTURAL SECTIONS (HSS - SHAPES - RECTANGULAR OR SQUARE) A500 C 50 THREADED RODS A36 26 STRUCTURAL ANCHOR RODS* F1554 ----- 36 WITH WELDABILITY SUPPLEMENT S1 & CARBON EQUIVALENT FORMULA PER ASTM F1554 SECTION 1.5.2.1 STRUCTURAL HIGH STRENGTH BOLTS A325 ------ Fu = 120 KSI HEADED SHEAR STUD CONNECTORS A108 TYPE B 51, Fu = 65 KSI * STRUCTURAL ANCHOR RODS SHALL MEET THE REQUIREMENTS OF A DUCTILE STEEL ELEMENT PER ACI 318. A DUCTILE STEEL ELEMENT HAS TENSILE TEST ELONGATION OF AT LEAST 14 PERCENT AND REDUCTION IN AREA OF AT LEAST 30 PERCENT. 3. ALL WELDING FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH RISC 360 AND AWS D1.1-10 "STRUCTURAL WELDING CODE - STEEL". ALL WELDS SHALL USE E70XX ELECTRODES (Fu = 70 KSI) UNLESS NOTED OTHERWISE. 4. SPLICES SHALL BE ALLOWED ONLY AT LOCATIONS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO TO BEGINNING FABRICATION OR CONSTRUCTION. 5. ALL COPES, HOLES, OPENINGS AND MODIFICATIONS REQUIRED IN STRUCTURAL STEEL MEMBERS FOR ERECTION OR THE WORK OF OTHER TRADES SHALL BE SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS AND REQUIRE APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. 6 FIELD MODIFICATIONS (HOLES, LENGTH ADJUSTMENTS, ETC.) TO STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. .7. WHERE NO CAMBER. IS INDICATED, FABRICATE STEEL BEAMS $O THAT ANY NATURAL CAMBER IS UPWARD AFTER ERECTION. F. STEEL DECK 1. STEEL ROOF DECKS SHALL COMPLY WITH THE REQUIRMENTS OF THE "BUILDING CODE" AND THE LATEST EDITION OF THE STEEL DECK INSTITUTE (SDI) SPECIFICATIONS FOR STEEL DECKS. 2. STEEL ROOF DECK SHALL BE 1-1/2 INCH DEEP WIDE RIB (TYPE B) STEEL ROOF DECK WITH AN UNCOATED DESIGN THICKNESS OF 0.0358 IN. (20 GA.). DECKING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI, A MINIMUM ip OF 0.201 IN.^4/FT., A MINIMUM In OF 0.222 IN."4/FT., A MINIMUM Sp OF 0.234 IN.^3/FT., AND A MINIMUM Sn OF 0.247 IN.^WT.. DECKING SHALL RECEIVE A G60 GALVANIZED FINISH. DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SUPPORTS WITHOUT INTERRUPTION. EACH DECK.UNIT SHALL BE ATTACHED TO SUPPORTING MEMBERS AND ADJACENT PANELS AS SHOWN ON THE'TYPICAL STEEL ROOF DECK SUPPORT AND SIDELAP ATTACHMENT DETAIL". 3. ALL ROOF DECK OPENINGS GREATER THAN 6 INCHES WIDE MEASURED PARALLEL TO THE SUPPORTING MEMBERS SHALL BE FRAMED WITH STEEL ANGLES AS SHOWN ON THE TYPICAL ROOF DECK OPENING FRAMING DETAILS" UNLESS NOTED OTHERWISE. 4. LOADS SHALL NOT BE DIRECTLY HUNG FROM THE ROOF DECK WITHOUT PRIOR REVIEW AND APPROVAL BY THE DECK SUPPLIER AND REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. 5. COMPOSITE STEEL ROOF DECK SHALL BE 3 INCH DEEP COMPOSITE STEEL DECK WITH AN UNCOATED DESIGN THICKNESS OF 0.0358 IN. (20 GA.). DECKING SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI, A MINIMUM Ip OF 0.920 IN.^4/FT., A MINIMUM In OF 0.919 IN."4/FT., A MINIMUM Sp OF 0.534 IN."3/FT., AND A MINIMUM Sn OF 0.551 IN."3/FT.. DECKING SHALL RECEIVE A G60 GALVANIZED FINISH. DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SUPPORTS WITHOUT INTERRUPTION. 6. NO OPENINGS SHALL BE ALLOWED IN COMPOSITE STEEL ROOF DECK. 7. COMPOSITE STEEL DECK HANGER TAB LOADS SHALL NOT EXCEED 60 LBS. PER HANGER TAB OR THE DECK MANUFACTURER'S RECOMMENDED ALLOWABLE HANGER TAB LOAD. IN ADDITION, LOADS ON HANGERS SHALL BE DISTRIBUTED IN SUCH A MANNER THAT THE TRIBUTARY LOADS FOR EACH HANGER DOES NOT EXCEED 5 PSF. DO NOT HANG MEP EQUIPMENT AND PIPING DIRECTLY FROM COMPOSITE STEEL DECK F. STEEL DECK 8. ALL WELDING FOR STEEL DECK SHALL BE IN ACCORDANCE WITH AWS D1.3-08, "STRUCTURAL WELDING CODE -SHEET STEEL". USE E60XX ELECTRODES (Fu = 60 KSI) FOR WELDING STEEL ROOF DECK, COMPOSITE STEEL DECK, AND NON -COMPOSITE STEEL DECK WITH A THICKNESS OF 0.0295 INCH (22 GA.) OR GREATER TO SUPPORTING STEEL MEMBERS UNLESS NOTED OTHERWISE. USE E70XX ELECTRODES (Fu = 70 KSI) FOR WELDING NON -COMPOSITE STEEL DECK WITH A THICKNESS LESS THAN 0.0295 INCH (22 GA.) TO SUPPORTING STEEL MEMBERS. WELDING WASHERS SHALL BE USED ON ALL DECK UNITS WITH A THICKNESS LESS THAN 0.0295 INCH (22 GA.). 9. COMPOSITE CONSTRUCTION NOTES - A. THE COMPOSITE FLOOR SYSTEM INCLUDING COMPOSITE STEEL BEAMS AND CONCRETE SLABS 4. ON COMPOSITE STEEL ROOF DECKS HAVE BEEN DESIGNED UNSHORED. B. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING FOR THE CONCRETE SLABS ON 5. COMPOSITE STEEL ROOF DECK, IF NECESSARY, IN ACCORDANCE WITH THE DECK MANUFACTURER'S RECOMMENDATIONS FOR THE SPAN AND SPAN CONDITIONS INDICATED. C. CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN THE CONCRETE SLABS ON COMPOSITE STEEL ROOF DECK. D. CONDUITS, PIPES, AND SLEEVES SHALL NOT PENETRATE VERTICALLY THROUGH THE 6. CONCRETE SLABS ON COMPOSITE STEEL DECK OR THE COMPLETED. COMPOSITE STEEL DECK SYSTEM WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL EOR, EXCEPT THAT (3) - 3 INCH DIAMETER PIPE SLEEVES WILL BE ALLOWED FOR THE HVAC SYSTEM. WHERE ALLOWED BY THE EOR, VERTICAL PENETRATIONS THROUGH CONCRETE SLABS ON COMPOSITE STEEL ROOF DECK SHALL BE ACCOMPLISHED USING SLEEVES THAT COMPLY WITH ICC-500, CORED PENETRATIONS WILL NOT BE ALLOWED. THE CONTRACTOR SHALL SUBMIT STEEL DECK SHOP DRAWINGS. WHERE ALLOWED BY THE EOR, THE STEEL DECK SHOP DRAWINGS SHALL INDICATE THE SIZE AND LOCATION OF ALL PENETRATIONS THROUGH THE CONCRETE SLABS ON 7. COMPOSITE STEEL ROOF DECK FOR REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION OF THE DECKING. E. ` STEEL HEADED SHEAR STUD CONNECTORS USED FOR COMPOSITE BEAMS SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1-10 "STRUCTURAL WELDING CODE - STEEL" AND ASTM A108, TYPE B, Fu = 65 KSI, Fy = 51 KSI. PROVIDE STEEL HEADED STUDS CONNECTORS OF QUANTITY, SIZE, AND LENGTH AS INDICATED ON THE DRAWINGS. F. STEEL HEADED SHEAR STUD CONNECTORS USED AS SHEAR CONNECTORS FOR COMPOSITE STEEL BEAMS SHALL BE WELDED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF AWS D1.1-10. LOCATE AND INSTALL ALL STEEL HEADED SHEAR STUD CONNECTORS THROUGH COMPOSITE STEEL ROOF DECK IN THE "STRONG" POSITION AS DEFINED IN AISC 360. G. MISCELLANEOUS E. THE GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO SUBMITTAL NOTING CHANGES MADE WHICH DO NOT COMPLY WITH CONTRACT DOCUMENT DRAWINGS AND SPECIFICATIONS. PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD AND ARCHITECT SHALL BE REQUIRED FOR ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS MADE BY THE CONTRACTOR. REQUEST FOR INFORMATION SHALL NOT BE USED TO INTRODUCE SUBSTITUTIONS, DEVIATIONS, OR CHANGES FROM THE REQUIREMENTS INDICATED BY THE CONSTRUCTION DOCUMENTS. F. DESIGN AND PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR STABILITY DURING CONSTRUCTION. PLANS, SECTIONS, AND DETAILS SHALL NOT BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DESIGN DOCUMENTS FOR SIZE AND LOCATION OF ALL OPENINGS, SLEEVES, CURBS, PADS, INSERTS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. BEFORE FABRICATION OF MATERIALS, COORDINATE WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND SPECIFICATIONS AND PROVIDE ALL MISCELLANEOUS AND STRUCTURAL ITEMS INDICATED OR REQUIRED TO COMPLETE THE WORK. THE DESIGN DOCUMENTS REFLECT THE FINAL COMPLETED STATE OF THE STRUCTURAL SYSTEMS AND ELEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION RELATED ENGINEERING TO INCLUDE BUT NOT BE LIMITED TO CONSTRUCTION MEANS AND METHODS, TEMPORARY SUPPORTS, SHORING AND BRACING, TEMPORARY USE OF STRUCTURES, PARTIALLY CONSTRUCTED STRUCTURES AND INCOMPLETE STRUCTURES. ALL CONSTRUCTION AND RELATED ENGINEERING SHALL BE IN ACCORDANCE WITH ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". SPECIAL INSPECTIONS AND STRUCTURAL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE MORE STRINGENT REQUIREMENTS OF THE PROJECT CONTRACT DOCUMENTS DRAWINGS, THE "BUILDING CODE" (AS DEFINED ON.SHEET S-001), AND AS DIRECTED BY THE BUILDING OFFICIAL. THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER IBC 2012 SECTION 1705 IN ADDITION TO THE INSPECTIONS IDENTIFIED IN IBC 2015 SECTION 110 AND TO PROVIDE TESTING AND INSPECTIONS INDICATED IN THE PROJECT DRAWINGS AND SPECIFICATIONS. AN APPROVED AGENCY SHALL BE OBJECTIVE, COMPETENT AND INDEPENDENT FROM THE CONTRACTOR RESPONSIBLE FOR THE WORK BEING INSPECTED. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSONS) WHO SHALL DEMONSTRATE G. HEADED SHEAR STUD CONNECTORS SHALL BE SPACED EQUALLY ALONG THE CENTERLINE OF COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE THE STEEL BEAM. THE SPACING OF THE HEADED SHEAR STUD CONNECTORS ALONG THE PARTICULAR TYPE OF CONSTRUCTION OF OPERATION REQUIRING SPECIAL INSPECTION. LENGTH OF A SUPPORTING STEEL BEAM SHALL NOT EXCEED 12 INCHES. THE CONTRACTOR SHALL COORDINATE AND PROVIDE SUFFICIENT NOTIFICATION AND ACCESS H. PROVIDE HEADED SHEAR STUD CONNECTORS AT 12 INCHES ON CENTER FOR ALL STEEL BEAMS FOR ALL TESTING AND INSPECTION. AND GIRDERS SUPPORTING CONCRETE SLABS ON COMPOSITE STEEL ROOF DECK WHERE HEADED SHEAR STUD CONNECTORS ARE NOT INDICATED ON THE DRAWINGS. H. STRUCTURAL SPECIAL INSPECTIONS AND TESTS 1. IBC 2015 SPECIAL INSPECTIONS AND TESTS - GENERAL REQUIREMENTS - I. PROVIDE STEEL DECK SHOP DRAWINGS SHOWING EXACT LAYOUT OF COMPOSITE BEAM STEEL A. THE CONTRACTOR SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM HEADED SHEAR STUD CONNECTORS FOR EACH SPAN AND DECK INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER IBC 2015 SECTION 1705 "REQUIRED SPECIAL INSPECTIONS AND TESTS" AND SPECIFICATION 014000 "QUALITY REQUIREMENTS". THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS DEFINED IN IBC G. MISCELLANEOUS 2015 SECTION 110. THE INSPECTING AGENCY MUST PROVIDE REPORTS OF THE SPECIAL INSPECTIONS DIRECTLY TO THE GENERAL CONTRACTOR. 1. SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS, PREPARED BY THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR DISTRIBUTOR. REPRODUCTION OF STRUCTURAL CONTRACT DOCUMENTS AS ERECTION PLANS OR DETAILS WILL NOT BE PERMITTED AND WILL BE REJECTED WITHOUT REVIEW. ALL SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL FOR REVIEW. 2. THE CONTRACTOR SHALL DESIGN AND PROVIDE ALL ITEMS REQUIRED FOR ATTACHING ARCHITECTURAL, MECHANICAL, ELECTRICAL, EQUIPMENT AND ELEMENTS TO THE BUILDING STRUCTURE AND TO RESIST ALL LOADS INCLUDING SEISMIC LOADS. ATTACHMENT SHALL BE MADE SO AS NOT TO OVERSTRESS THE STRUCTURAL MEMBERS. THE CONTRACTOR SHALL COORDINATE THE ATTACHMENTS AND LOCATIONS OF THE EQUIPMENT AND ELEMENTS AND INCORPORATE THEIR REQUIREMENTS INTO THE STRUCTURAL STEEL SHOP DRAWINGS. THE SHOP DRAWING SUBMITTAL SHALL INCLUDE ATTACHMENT CALCULATIONS AND SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. REFER TO THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DESIGN DOCUMENTS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 3. THE CONTRACTOR SHALL INCLUDE AND PROVIDE THE FOLLOWING SERVICES - A. VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, OPENING SIZES, AND EQUIPMENT WEIGHTS PRIOR TO STARTING WORK AND INCORPORATE THIS INFORMATION INTO THE PROJECT SHOP AND ERECTION DRAWINGS. B. VERIFICATION OF ALL DIMENSIONS AND MEMBER SIZES RELATING TO ALL EXISTING CONSTRUCTION AND CONDITIONS. C. VERIFICATION OF ALL FLOOR DRAINS, SLOPED FLOORS, FLOOR DEPRESSIONS AND OFFSETS WITH THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO THE SUBMITTAL OF STRUCTURAL STEEL, STEEL DECK, AND CONCRETE REINFORCEMENT SHOP DRAWINGS. D. COORDINATE .WITH THE OWNER AND REMOVE ALL ABANDONED FOUNDATIONS, UTILITIES, PIPELINES, ETC. THAT MAY INTERFER WITH THE NEW CONSTRUCTION. 2. STATEMENT OF SPECIAL INSPECTIONS: THIS "STATEMENT OF SPECIAL INSPECTIONS" HAS BEEN PREPARED IN ACCORDANCE WITH THE SPECIAL INSPECTION AND TESTING REQUIREMENTS OF IBC 2015 SECTION 1704. THIS "STATEMENT OF SPECIAL INSPECTIONS" ENCOMPASSES THE FOLLOWING DISCIPLINE: STRUCTURAL. IT INCLUDES THE SCHEDULE OF "IBC 2015 - REQUIRED SPECIAL INSPECTIONS AND TESTS" NOTED BELOW THAT ARE APPLICABLE TO THE PROJECT. 3. IBC 2015 - REQUIRED SPECIAL INSPECTIONS AND TESTS - A. SPECIAL INSPECTIONS AND TESTS OF ELEMENTS AND NONSTRUCTURAL COMPONENTS OF BUILDINGS AND STRUCTURES SHALL MEET THE APPLICABLE REQUIREMENTS OF THE IBC 2015 SECTION 1705 AND THE CONTRACT DOCUMENTS. TYPE OF CONSTRUCTION IBC 2015 SECTION INSPECTION REQUIRED YES NO NIA 1. STEEL CONSTRUCTION 1705.2 X - A. STRUCTURAL STEEL 1705.2.1 X - - B. COLD -FORMED STEEL DECK 1705.2.2 X - - 2. CONCRETE CONSTRUCTION 1705.3 X - - 3. MASONRY CONSTRUCTION 1705.4 X - - 4. SOILS 1705.6 X - - 5. FABRICATED ITEMS 1705.10 X - - 6. SPECIAL INSPECTIONS FOR WIND RESISTANCE 1705.11 X - - 7. TESTING FOR SEISMIC RESISTANCE 1705.13 NCIO is off& nAw a WaSkell convany ENGINEERING $31348 STUART T. WEBB STRUCTURAL ENGINEER a U� o) N a 00 0 z O U. z z Oo O w D. V) 0 co �N U �ti W CN o cis J cM Nw O = 9 z F- G a cl) N J lm m. LL x W M Q � _ a LLJ 00 .w� N w z u C� z c O m O z z zOC J a z O� cl) Q) J w m Q z z w z O w 5 m -11) w 0- SHEET IDENTIFICATION S-003 I I ., 9 A. B. ANCHOR BOLT(S) ABV. ABOVE ACCEL. ACCELERATION ACI AMERICAN. CONCRETE INSTITUTE ADDNL. ADDITIONAL ADJ. ADJACENT AESS ARCHITECTURAL EXPOSED STRUCTURAL STEEL A.F.F. ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ALT. ALTERNATE ALUM. ALUMINUM ANC. ANCHOR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX. APPROXIMATE OR APPROXIMATELY A.R. ANCHOR ROD(S) ARCH. ARCHITECT OR ARCHITECTURAL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASD ALLOWABLE STRENGTH DESIGN OR ALLOWABLE STRESS DESIGN ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AT/FP ANTITERRORISM.FORCE PROTECTION AVG. AVERAGE AWS AMERICAN WELDING SOCIETY B. BOTTOM BAL. BALANCE BB BOTTOM BAR(S) BD BOARD BEJ BRICK OR BLOCK EXPANSION JOINT BEL. BELOW BETW. BETWEEN B.E.W. BOTTOM EACH WAY B.F. BOTTOM FACE BF BRACED FRAME BFB, B.F.B. BOTTOM FLANGE BRACE B.F.F. BELOW FINISHED FLOOR B.L. BOTTOM LAYER BL. BRICK LEDGE OR BLOCK LEDGE BLDG. BUILDING BM.(S) BEAM(S) B.O. BOTTOM OF B.O.F. BOTTOM OF FOOTING B.O.P. BOTTOM.OF PIER OR PEDESTAL B.O.S. BOTTOM OF STEEL BOT. BOTTOM BP BASE PLATE BPL BEARING PLATE BRCG. BRACING BRDG. BRIDGING BRG. BEARING BRK. BRICK B.S. BOTH SIDES BT. BENT BTM. BOTTOM B. TO B. BACK TO BACK BIB BACK TO BACK C COMPRESSION C# COLUMN NUMBER C.C. CENTER TO CENTER CANT. CANTILEVER CAT. CATEGORY CF CONTRACTOR FURNISHED CFMF COLD FORMED METAL FRAMING C! CONTRACTOR;INSTALLED CIP CAST -IN -PLACE C.J. CONSTRUCTION JOINT OR CONTROL JOINT CL. CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT COEFF. COEFFICIENT COL. COLUMN COMP. COMPOSITE OR COMPRESSION CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS COORD. COORDINATE CTR. CENTER CU CAPILLARY CWB CAPILLARY WATER BARRIER � 2 � 3 STRUCTURAL ABBREVIATIONS AND SYMBOLS CY CUBIC YARD GR. GRADE NDT GRTG. GRATING N.F. D DEEP, DEPTH N.I.C. db . DIAMETER OF BOLT H HIGH NO. D.B. DECK BEARING HD. ST. HEADED STUD NOM. D.B.A., DBA DEFORMED BAR ANCHOR HK. HOOK N.R. DBL. DOUBLE HORIZ. HORIZONTAL N.S. DEFL. DEFLECTION DEG. DEGREE(S) DEM. DEMOLISH DET. DETAIL DIA: DIAMETER DIAG. DIAGONAL DIM. DIMENSION(S) DK. DECK D.L. DEAD LOAD DN DOWN DO DITTO DoD DEPARTMENT OF DEFENSE DP DEEP OR DRILLED PIER DRN. DRAIN D.S.J. DOWELED SAW JOINT D.T.I. DIRECT TENSION INDICATOR DWG.(S) DRAWING(S) DWL.(S) DOWEL(S) E EAST EA. EACH ECC ECCENTRICITY ED. EDITION E.E. EACH END E.F. EACH FACE EIFS EXTERIOR INSULATED FINISH SYSTEM E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL EMBED. EMBEDDED,EMBEDMENT ENGR. ENGINEER ENT. ENTRAINMENT E.O.D. EDGE OF DECK EOS, E.O.S. EDGE OF SLAB EQ. EQUAL EQUIP. EQUIPMENT EQUIV. EQUIVALENT E.W. EACH WAY EXCAV. EXCAVATE OR EXCAVATION EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR F# FOOTING NUMBER Fb ALLOWABLE BENDING STRESS Fc ALLOWABLE COMPRESSIVE STRESS FD FLOOR DRAIN FDN. FOUNDATION FIG. FIGURE F TO F FACE TO FACE F/F FACE TO FACE F.F. FINISHED FLOOR OR FAR FACE FIN. FINISHED) FLEX. FLEXIBLE FLR. FLOOR FP FIREPROOF OR FIREPROOFING F.S. FAR SIDE FT. FEET OR FOOT FTG. FOOTING Fu SPECIFIED MINIMUM TENSILE STRENGTH FY SPECIFIED MINIMUM YIELD STRENGTH F'c SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE F'cr REQUIRED COMPRESSIVE STRENGTH OF CONCRETE fg MINIMUM SPECIFIED COMPRESSIVE STRENGTH F'm COMPRESSIVE STRENGTH OF MASONRY GA. GAGE OR GAUGE GALV. GALVANIZED GB GRADE BEAM GB# GRADE BEAM NUMBER GC GENERAL CONTRACTOR GEN. GENERAL GEO GEOTECHNICAL GF GOVERNMENT FURNISHED GI GOVERNMENT INSTALLED GOVT GOVERNMENT NON-DESTRUCTIVE TESTING NEAR FACE NOT IN CONTRACT NUMBER NOMINAL NOT REQUIRED NEARSIDE HP HIGH POINT H.S. HIGH STRENGTH N.T.S. NOT TO SCALE HSA HEADED STUD ANCHOR(S) N.W. NORMAL WEIGHT HT. HEIGHT NWC NORMAL WEIGHT CONCRETE I MOMENT OF INERTIA O.C. ON CENTER In MOMENT OF INERTIA (NEGATIVE) O.D. OUTSIDE DIAMETER Ip MOMENT OF INERTIA (POSITIVE) O.F. OUTSIDE FACE Ix MOMENT OF INERTIA ABOUT X-AXIS O.H. OPPOSITE HAND OR OVERHEAD IB INTERMEDIATE BAR(S) OPER. OPERATING IBC INTERNATIONAL BUILDING CODE OPNG. OPENINGS) I.D. INSIDE DIAMETER OPP OPPOSITE I.F. INSIDE FACE OZ. OUNCE(S) IN. INCH(ES) INCL. INCLUDE(D)(ING) PARA. PARAGRAPH OR PARALLEL INFO. INFORMATION PC PILE CAP OR PIER CAP INT. INTERIOR OR INTERMEDIATE P.C. PRECAST CONCRETE PCC POINT OF COMPOUND CURVATURE J.B. JOIST BEARING PCF POUNDS PER CUBIC FOOT JST. JOISTS) PCI PRECAST/PRESTRESSED CONCRETE INSTITUTE JT. JOINT PCY POUNDS PER CUBIC YARD PED. PEDESTAL K KIP(S) (1000 POUNDS) PERF. PERFORATED KCF KIPS PER CUBIC FOOT PERP. PERPENDICULAR_ Kg KILOGRAM(S) PL PLATE KLF. KIPS PER LINEAL FOOT PLF POUNDS PER LINEAL FOOT kN KILONEWTON(S) PLUMB. PLUMBING K.O. KNOCK OUT PLYWD. PLYWOOD kPa KILOPASCAL(S) PRC POINT OF REVERSE CURVATURE KSF KIPS PER SQUARE FOOT PREFAB. PREFABRICATED KSI KIPS PER SQUARE INCH PROJ. PROJECT PSF POUNDS PER SQUARE FOOT L LENGTH, LONG PSI POUNDS PER SQUARE INCH LB.(S) POUND(S) PT. POINT LIN. LINEAR PVC POLYVINYL CHLORIDE L.L. LIVE LOAD P/T POST -TENSIONED LLBB LONG LEG BACK-TO-BACK LLH LONG LEG HORIZONTAL QTY. QUANTITY LLV LONG LEG VERTICAL LONG. LONGITUDINAL R RISER(S) LP LOW POINT RAD. RADIUS LRFD LOAD AND RESISTANCE FACTOR DESIGN RAF RAISED ACCESS FLOOR (ING) LSH LONG SIDE HORIZONTAL RCSC RESEARCH COUNCIL ON STRUCTURAL LSV LONG SIDE VERTICAL CONNECTIONS LT. LIGHT R.D. ROOF DRAIN L.W. LIGHT -WEIGHT REF. REFER TO OR REFERENCE LWC LIGHT -WEIGHT CONCRETE REINF. REINFORCED, REINFORCING, OR REINFORCEMENT REQ'D. REQUIRED M METER(S) REQ'MT REQUIREMENTS) MANUF. MANUFACTURER(S) REV. REVISION MAS MASONRY RND. ROUND MATL. MATERIAL RTU ROOF TOP UNIT MAX. MAXIMUM MBM METAL BUILDING SYSTEMS MANUFACTURER S SOUTH OR SECTION MODULUS MBR. MEMBER S.C. SHEAR CONNECTOR MBS METAL BUILDING SYSTEM SCHED. SCHEDULE M.C. MOMENT CONNECTION(S) SDI STEEL DECK INSTITUTE MCJ MASONRY CONTROL JOINT SDL SUPERIMPOSED DEAD LOAD MECH. MECHANICAL SECT. SECTION MEP MECHANICAL, ELECTRICAL, PLUMBING, SEOR STRUCTURAL ENGINEER OF RECORD. FIRE PROTECTION SF SQUARE FOOT (FEET) MEZZ. MEZZANINE SIM. SIMILAR MID. MIDDLE SIOR SPECIAL INSPECTOR OF RECORD MIN. MINIMUM S.J. SAWED JOINT MISC. MISCELLANEOUS SJI STEEL JOIST INSTITUTE MK MARK SLBB SHORT LEG BACK-TO-BACK ML MASONRY LEDGE SLH SHORT LEG HORIZONTAL mm MILLIMETERS SLV SHORT LEG VERTICAL M.O. MASONRY OPENING Sn SECTION MODULUS (POSITIVE) MPH MILES PER HOUR S.O.G. SLAB -ON -GRADE MTL METAL Sp SECTION MODULUS (POSITIVE) MPa MEGAPASCAL SP. SPACE(S), SPACING SPEC. SPECIFICATION(S) N NORTH OR NEWTON SQ. SQUARE N.A. NOT APPLICABLE SS STAINLESS STEEL STD. STANDARD I. STGR. STRINGER STIFF. STIFFENER STL. STEEL STRUCT. STRUCTURAL OR STRUCTURE SUBSTR. SUBSTRUCTURE, SUSP. SUSPEND (ED) Sx SECTION MODULUS ABOUT X-AXIS SYM. SYMMETRICAL SYS. SYSTEM T TENSION, TOP, TORSION OR TREAD(S) TB TIE BEAM OR TOP BAR(S) TBD TO BE DETERMINED TEMP. TEMPERATURE, TEMPORARY TENS. TENSION T.F. TOP FACE THD. THREAD OR THREADED THK. THICK. T.L. TOP LAYER OR TOTAL LOAD T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.F. TOP OF FOOTING T.O.G. TOP OF GRATING T.O.G.B. TOP OF GRADE BEAM T.Q.M. TOP OF MASONRY T.O.P. TOP OF PIER, PEDESTAL, OR PARAPET T.O.S. TOP OF STEEL T.O.W. TOP OF WALL TRANS. TRANSVERSE TYP. TYPICAL T&B TOP & BOTTOM UFC UNIFIED FACILITIES CRITERIA (DoD) U.N.O. UNLESS NOTED OTHERWISE UNREINF. UNREINFORCED USACE UNITED STATES ARMY CORPS OF ENGINEERS U.O.N. UNLESS OTHERWISE NOTED VAR: VARIES OR VARIABLE VERT. VERTICAL V.I.F. VERIFY IN FIELD VOL. VOLUME, V.R. VAPOR RETARDER SYSTEM VS VERSUS VSC VERTICAL SLIP CLIP VST VERTICAL SLIP TRACK W WEST, WIDTH, OR WIDE W:C. WEB CONNECTION WD. WOOD WF WIDE FLANGE WP WORKING POINT W.P.J. WEAKENED PLANE JOINT W.S. WATERSTOP WSFC WEB SHEAR FRAMING CONNECTION WE WEIGHT WWF WELDED WRE FABRIC W/ WITH W/C WATER / CEMENT W/0 WITHOUT X BY YD. YARD I @ AT 0 DIAMETER # NUMBER % PERCENT PLUS OR MINUS MOMENT CONNECTION BOLTED END PLATE MOMENT CONNECTION 5 NOTE: ABBREVIATIONS SHOWN ARE GENERAL STRUCTURAL ABBREVIATIONS USED DURING THE PREPARATION OF CONSTRUCTION DOCUMENTS. NOT ALL ABBREVIATIONS ARE USED WITHIN THESE DOCUMENTS . Aio' a Na" many ENGINEERING 031348 �•C ,°''GENE, *; No. so" Q s T�•s, STATE OF STUART T. INEBB STRUCTURAL ENGINEER 0 rn 0 0 T 0 z O F= U 0) Oo O LL LLI cr) o� 0 0 �o U�`n LU Q N � �o co co O =� m W H '� �m yQ ON ccn 5. J F- N w z 0 z o Vz/ O m o Q w zF- z Im 0 a. D F-- o o � co w m U g. z z � cn w 5 m O w a SHEET IDENTIFICATION S-004 C 0 0 (2) - #4 ADDITIONAL PROVIDE 30# FELT JOINT SLIP DOOR OPENING PLANE BETWEEN THE TOP OF BARS TYP. THE WALL (BELOW) AND BOTTOM o OF SLAB -ON -GRADE AT THE DOOR r U OPENING z WALL, TYP. 4. 4 • d _ s . _ _ •' •� •a .4' 4211 TYP . 4. CONCRETE a THICKEN SLAB AN ADDITIONAL SLAB -ON -GRADE, (2) - #4 ADDITIONAL 2" AT LOCATIONS WITH SEE PLAN BARS TYP, ADDITIONAL REINFORCEMENT TYPICAL ADDITIONAL REINFORCEMENT AT 1 DOOR OPENING RE-ENTRANT CORNER PLAN DETAIL 3-01 OJ NOT TO SCALE 1/8" WIDE SAWCUT TO A DEPTH REINFORCING SHALL BE CONT. OF 3/4" FILL W/ MM80 JOINT THRU CONSTRUCTION JOINT SEALANT APPLY EPDXY BONDING CONCRETE MAT FOUNDATION, AGENT PRIOR TO _ SEE PLAN PLACEMENT OF ADJACENT MAT SLAB , , }, T.O.C. EL.=100'-0 - b (MATCH EXISTING) dam° a !° ' - .. ° •.♦ . e . I��'llli�lil-lll,,lll„11=III=ITi=ill=l�=�i =M �;--1TI-IIL=ill.-fl�,�,il NOTE: SEE SECTION 1/5-501 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. MAT SAG CONSTRUCTION JOINT DETAIL U1 U/ NU I TU SCALE TYP. ro SUPPORT 3/1g LINE OF SUPPORTING MEMBER NOT SHOWN r>'I�3 L3X3X1/4X0'4" WELD TO SUPPORTING MEMBER NOTES: 1. FRAMING SUPPORT MEMBERS AND STEEL ROOF DECK NOT SHOWN FOR CLARITY. 2. FRAMING SHOWN IS INTENDED TO FRAME AROUND ROOF DECK OPENINGS AND TO SUPPORT THE ROOF DECK ONLY, AND NOT TO SUPPORT MECHANICAL EQUIPMENT. 3. CONTRACTOR SHALL COORDINATE SIZE, LOCATION AND SUPPORT REQUIREMENTS WITH SELECTED EQUIPMENT OPENING. 4. ROOF DECK OPENING FRAMING SHALL BE SUBMITTED AS PART OF THE STRUCTURAL STEEL SHOP DRAWING PACKAGE. TYPICAL STEEL ROOF DECK OPENING FRAMING DETAIL (13" < OPENING < 48" 3-010/ NOT TO SCALE 3 REINFORCEMENT, CONCRETE SLAB OVER SEE PLAN COMPOSITE STEEL ROOF DECK, SEE PLAN U k < ° HEADED SHEAR STEEL COMPOSITE STUD CONNECTORS ROOF DECK, SEE PLAN AS REQUIRED, SEE PLAN `— STEEL BEAM, SEE PLAN - I) 2 TYPICAL COMPOSITE SLAB REINFORCEMENT DETAIL 3-010 NOT TO SCALE 5/8" DIA. PUDDLE WELDS N 6" (7)-PER PANEL END AND AT SUPPORTS 7*_ 36/7 ATTACHMENT PATTERN 36" COVERAGE NOTES 1. ROOF DECK ATTACHMENT TO PERPENDICULAR STEEL SUPPORTS AND AT PANEL ENDS SHALL BE 5/8" DIAMETER PUDDLE WELDS IN A 36i1 ATTACHMENT PATTERN. 2. ROOF DECK ATTACHMENT TO PARALLEL STEEL SUPPORTS ALONG THE DECK FLUTES SHALL BE 5/8" DIAMETER PUDDLE WELDS AT 6" O.C. 3. ROOF DECK. SIDELAP CONNECTIONS SHALL BE #10 TEK SCREWS AT 12" O.C. 4. FASTEN ROOF DECK TO SUPPORTS AT PERIMETER AND OPENING EDGES WITH 5/8" PUDDLE WELDS AT 6" O.C. MAX. TYPICAL STEEL ROOF DECK SUPPORT SAND SIDELAP ATTACHMENT DETAIL 3-0-01 W NOT TO SCALE REFER TO PLANS #3 @ 18" O.C. d - ' •- - i •a • : 'i 'I • • �}' d .d • < co #3 CONT. `7 i TYPICAL CONCRETE STOOP DETAIL \S 010/ NOT TO SCALE L1-1/4X1-1/4X3/16 - STEEL ROOF DECK SEE PLAN 4 a W w 36/4 ATTACHMENT PATTERN 1' 0 36" COVERAGE 5 5/8"DIA. PUDDLE WELDS (4YPER.PANEL END AND AT SUPPORTS NOTES: 1. ROOF STEEL DECK ATTACHMENT TO PERPENDICULAR SUPPORTS AND AT PANEL ENDS SHALL BE 5/8" DIAMETER PUDDLE WELDS IN A 36/4 ATTACHMENT PATTERN. 2. ROOF STEEL DECK ATTACHMENT TO PARALLEL SUPPORTS ALONG THE DECK FLUTES SHALL BE 5/8" DIAMETER PUDDLE WELDS AT 6" O.C. 3, ROOF STEEL DECK SIDELAP CONNECTIONS SHALL BE 3/8" x 1 1/4" ARC SEAM WELDS AT 1211 O.C. TYPICAL COMPOSITE STEEL ROOF DECK SUPPORT AND SIDELAP ATTACHMENT DETAIL b-U1 U/ NUT TO SCALE L1-1/4X1-1/4X3/16X4'-0" W/(4)-1/4" DIA. BOLTS W/ 2"x2"xl/8" PLATE WASHERS (OPTION: (4y1/4" DIA. SELF -TAPING SCREWS) NO 1. FRAMING SHOWN IS INTENDED TO FRAME AROUND ROOF DECK PENETRATIONS AND OPENINGS AND TO SUPPORT THE ROOF DECK, AND NOT TO SUPPORT MECHANICAL EQUIPMENT. 2. NO ANGLE FRAME REQUIRED FOR ROOF DECK OPENINGS LESS THAN 6"x6" SQUARE. 3. AREAS WITH MULTIPLE ROOF DECK OPENINGS IN CLOSE PROXIMITY THAT FIT WITHIN OPENING SIZE SHOWN SHALL BE FRAMED PER TYPICAL ROOF DECK OPENING FRAMING DETAIL (13"< OPENING:5 48"}. 4. CONTRACTOR SHALL COORDINATE SIZE, LOCATION AND SUPPORT REQUIREMENTS WITH SELECTED EQUIPMENT OPENING. 5, ALL ROOF DECK PENETRATIONS AND OPENINGS SHALL BE INDICATED ON THE STEEL DECK SHOP DRAWING PACKAGE. DECK OPENING FRAMING SHALL BE SUBMITTED AS PART OF THE STRUCTURAL STEEL SHOP DRAWING PACKAGE. TYPICAL STEEL ROOF DECK OPENING 6 FRAMING DETAIL 6"< OPENING:5 13" 3-010 NOT TO SCALE POST (4) - HSS2.375X0.250 POST W/ 1/2"x9"x0'-911 BASE PLATE W/ (4) -1/2"0 HILTI KWIK BOLT TZ EXPANSION ANCHORS MINIMUM EMBED = 3 5/8" I 0 a 1/8" WIDE SAWCUT TO A DEPTH OF 1/4 OF THE SLAB THICKNESS FILL W/ JOINT SEALANT SLAB REINFORCEMENT SHALL BE CONCRETE SLAB -ON -GRADE, Lw CONTINUOUS THRU SAWED JOINT SEE PLAN a 10 TYPICAL S.O.G. SAWED JOINT (S.J.) DETAIL S-010/ NOT TO SCALE 0 Lu U w f/) COORDINATE W/ FINAL SELECTED EQUIPMENT TYPICAL MECHANICAL. EQU 3-37 U/ NOT TO SHALE STEEL ROOF DECK SEE PLAN 1/4" DIA. BOLT W/ 2"x2"xl/4" PLATE WASHER (TYP.) OPENING L WIDTH Li-1/4X1-1/4X3/16 3/16 3/16 TYPICAL STEEL ROOF DECK OPENING '7� FRAMING SECTION (6" < OPENING s 13 j-Ul U/ NU I I U SCALE COORDINATE W/ FINAL SELECTED EQUIPMENT X J (8'-0" MAX.) L3X3X1/4 L3X3X1/4 COORDINATE W/ FINAL SELECTED EQUIPMENT NOTE: t. MAX. ASSUMED OPERATING WEIGHT FOR EACH UNIT = 400LBS. COORDINATE WITH FOR IF WEIGHT OF FINAL SELECTED IS GREATER THAN WEIGHT INDICATED. ENT SUPPORT FRAMING DETAIL M J POST TYP. a Haa l CWRPy ENGINEERING #3130 STUART T. WEBB STRUCTURAL ENGINEER REG. 140. 6M 0 N a 00 0 O U �o Oo 4 a uj v! 0 co P �N U ati W < N o O _ CM _j cD w 0 z H� N �(� Y o m m 0 �- co .JJ '�'� m Q� N W . Mm < v= a J N � er c z z J m J o e- O H m 0 z Z J Z < zg D co o O°- F= D rY v w Q < m `w J U z _Z � J a U m O a a SHEET IDENTIFICATION S-010 I C I Ul PLAN NORTH MAT FOUNDATION PLAN 2 24' - 9' (V.I.F.) f 91 24' - 9' (V.I.F.) K.2 L1 5 GENERAL NOTES 1. GENERAL NOTES AND LEGEND APPLY TO. ALL PARTIAL FOUNDATION AND INTERMEDIATE FRAMING PLANS. 2. SEE GENERAL STRUCTURAL NOTES FOR. ADDITIONAL INFORMATION AND REQUIREMENTS. 3. TOP OF MAT FOUNDATION ELEVATION 10U-0" = ACTUAL ELEVATION (ACTUAL ELEVATION = 83.65') 4. TYPICAL ROOF SLAB SHALL BE 9 (TOTAL DEPTH) COMPOSITE CONCRETE SLAB CONSISTING OF NORMAL WEIGHT CONCRETE ON 3" GALVANIZED COMPOSITE STEEL ROOF DECK REINFORCED WITH #4 AT 12" O.C. EACH WAY. TOP REINFORCING BARS RUN PARALLEL WITH DECK SPAN. TOP OF CONCRETE (T.O.C.) ELEVATION=112'-9" AT ROOF FRAMING, UNLESS NOTED OTHERWISE, 5. 1'-4" CONCRETE MAT FOUNDATION WITH #5 AT 12" O.C. EACH WAY TOP AND BOTTOM MAT FOUNDATION. SUBGRADE REQUIREMENTS ARE SAME AS SHOWN ON SECTION 1/S-501. 6. TYPICAL ROOF DECK AT CANOPY SHALL BE VULCRAFT 1.51320 (1 1/2" WIDE RIB, 20 GA.). STEEL ROOf DECK BEARING ELEVATION=113'-31/2". 7. OPENINGS IN CMU WALLS REQUIRED FOR ARCHITECTURAL AND MECHANICAL SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EXACT SIZE, LOCATION, AND ATTACHMENT. 8. CONTRACTOR SHALL COORDINATE FINAL SIZE AND LOCATION OF MECHANICAL PENETRATIONS PRIOR TO CONSTRUCTION. CENTER OPENINGS BETWEEN ROOF BEAMS. 9. CORE DRILLING OF CMU OR ROOF SLAB SHALL NOT BE PERMITTED. 10. CONTRACTOR SHALL COORDINATE CMU CONSTRUCTION WITH REQUIREMENTS FOR STORM RESISTANT LOUVER AND DOOR INSTALLATION. 11. SLAB -ON -GRADE AND MAT SLAB FOUNDATION JOINTS SHALL BE FILLED WITH MM80 JOINT SEALANT BY METZGER MCGUIRE. 12. CONCRETE STOOP, SEE DETAIL 9/S-010, 13. PROVIDE 3/4V x V-2" SMOOTH DOWELS AT 12" O.C. AT DOOR LOCATIONS. EPDXY DOWEL INTO EXISTING CONCRETE UTILIZING HILTI HIT-HY ADHESIVE ANCHORING SYSTEM, MINIMUM EMBEDMENT = 6" LEGEND W24x68 - INDICATES BEAM SIZE (34) - INDICATES NUMBER OF 3/4 DIAMETER x T' LONG HEADED STUD ANCHORS - INDICATES 12 FULLY GROUTED AND REINFORCED CMU WALL. SEE GENERAL STRUCTURAL NOTES AND SPECIFICATIONS FOR REQUIREMENTS. BUILDING ADDITION 4' 2' 0'1 4' SCALE IN FEET -1/4" = 1'-0" 12' a wIfffimp mw-wwwn a Nowl cmvgmy ENGINEERING 031348 STUARTT. WEBB STRUCTURAL ENGINEER REG. NO.6M rn N a 00 P 0 z O 0Z Z� a O O LL W o. ao �o �o w N 0 �.' M U) C0LL O = V) m o }m N J mm m w M � �F- �tn Q �(V Iw cLL a J N F— W z , Z O to J r O m . Z z J a Z z �. ,g 0 z F- Oa D p � = w m Q C0 O LL Z � Z U m W w a SHEET IDENTIFICATION smi 01 I C a n PL) 2 3 4 5 GENERAL NOTES 1. GENERAL NOTES AND LEGEND APPLY TO ALL PARTIAL FOUNDATION AND. INTERMEDIATE FRAMING PLANS. 2. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 3. TOP OF MAT FOUNDATION ELEVATION 109-9' = ACTUAL ELEVATION (ACTUAL ELEVATION = 83.65') 4. TYPICAL ROOF SLAB SHALL BE 9" (TOTAL DEPTH) COMPOSITE CONCRETE SLAB CONSISTING OF NORMAL WEIGHT CONCRETE ON 3" GALVANIZED COMPOSITE STEEL - ROOF DECK REINFORCED WITH #4 AT 12" O.C. EACH WAY. TOP REINFORCING BARS RUN PARALLEL WITH DECK SPAN. TOP OF CONCRETE (T.O.C.) ELEVATION =112'-9" AT ROOF FRAMING, UNLESS NOTED OTHERWISE. 5. 14' CONCRETE MAT FOUNDATION WITH #5 AT 12" O.C. EACH WAY TOP AND BOTTOM MAT FOUNDATION. SUBGRADE REQUIREMENTS ARE SAME AS SHOWN ON SECTION 1/S-501. 6. TYPICAL ROOF DECK AT CANOPY SHALL BE VULCRAFT 1.51320 (1 1/2" WIDE RIB, 20 GA.). STEEL ROOF DECK BEARING ELEVATION=113'-31/2". 7. OPENINGS IN CMU WALLS REQUIRED FOR ARCHITECTURAL AND MECHANICAL SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EXACT SIZE, LOCATION, AND ATTACHMENT. 8. CONTRACTOR SHALL COORDINATE FINAL SIZE AND LOCATION OF MECHANICAL PENETRATIONS PRIOR TO CONSTRUCTION. CENTER OPENINGS BETWEEN ROOF BRACE, BEAMS. LIONS. 9. CORE DRILLING OF CMU OR ROOF SLAB SHALL NOT BE 502 FOR PERMITTED. RMATION 10. CONTRACTOR SHALL COORDINATE CMU CONSTRUCTION WITH REQUIREMENTS FOR STORM RESISTANT LOUVER AND DOOR INSTALLATION. 11. SLAB -ON -GRADE AND MAT SLAB FOUNDATION JOINTS SHALL BE FILLED WITH MM80 JOINT SEALANT BY METZGER MCGUIRE. 12. PROVIDE (2) - L21/2 x 21/2 x 1/4 DIAGONAL BRACING AT MIDPOINT OF SPAN FOR STEEL BEAM. PROVIDE 3/8" GUSSET PLATE WELDED TO STEEL BEAM W/ 1/4" FILLET WELD, ALL AROUND. WELD ANGLE BRACING TO GUSSET PLATE W/ 1/4" FILLET WELD, 2" LONG MIN, EACH SIDE. 13. SEE DETAIL 11/S-010 FOR MECHANICAL UNIT SUPPORT FRAMING REQUIREMENTS. 14. SEE SECTION 4/S-502 FOR BEAM TO BEAM CONNECTION PLATE REQUIREMENTS. LEGEND W2468 - INDICATES BEAM SIZE (34) - INDICATES NUMBER OF 3/4" DIAMETER x 7" LONG HEADED STUD ANCHORS - INDICATES 12 FULLY GROUTED AND REINFORCED CMU WALL. SEE GENERAL STRUCTURAL NOTES AND SPECIFICATIONS FOR REQUIREMENTS. BUILDING ADDITION 4' 2' 0' . 4' 8' 12' SCALE IN FEET -1/4" = 1'-0" A Vmm-RRAJA aE Haskell Company ENGINEERING 931348 STUART T. WEBB STRUCTURAL ENGINEER REG. NO.6M U d fL 0 rn N 00 v- 0 z O I- - 0 m z Oo O. LL D 0 fl 00 v- 0 �o V ati cr- W N CISI M J � cl) O LL = L7 m m Z �.. O ' go in m r LL W O= me i§�mQ�N I— M � a J N H W Z. Z O u7 J �- O m Z z .J Z a og a. 0 z � Q Z � Z W m O � a SHEET IDENTIFICATION S-102 12" FULLY GROUTED CMU WALL, SEE GENERAL STRUCTURAL NOTES D (1) - #5 CONT. ---� CONT. HYDROPHILIC — WATERSTOP 8" CONCRETE CURB CONCRETE SIDEWALK, -, SEE CIVIL OIL T:O. SIDEWALK EL. VARIES, SEE CIVIL 1/2" EXPANSION JOINT MATERIAL W/ 3/4" JOINT SEALANT AT TOP ICJ ECG 3l4" = V-0" EXISTING BUIDLING, SEE PLAN 1 /4"x2"x2" PLATE WASHER TYP. 2" MAX. 8000`PSI NON -SHRINK, NOW METALLIC GROUT STD. HARDENED PL WASHER & HEAVY HEX NUT, TYP. UPSET THREADS TO PREVENT BACK -OFF EXISTING FOOTING, SEE PLAN SECTION 2 DOWEL TO MATCH CMU WALL VERTICAL REINFORCING SIZE AND SPACING V-4" THICK CONCRETE MAT SLAB FOUNDATION, REINFORCE W/ #5 @ 12" O.C. EACH WAY TOP AND BOTTOM, PLACE MAT OVER 10 MIL VAPOR RETARDER SYSTEM OVER 6" COMPACTED THICKNESS OF COARSE 6" : `1' - 0".'• AGGREGATE CAPILLARY WATER ' BARRIER MATERIAL OVER UNDISTURBED FIRM SUBGRADE OR APPROVED STRUCTURAL FILL _d W T.O.C. EL. =100' - 0" ' a d , :`i- 3"• 4.8 V-0" L COLUMN COLUMN 611 61 N N N i STEEL COLUMN, 1 1/2N 11/2 SEE PLAN BASE PLATE 1/2 x 6 x l'-0" W/ (4) 3/4'L DNA. ANCHOR 010 O 0 0 1I� RODS CONCRETE SIDEWALK, SEE CIVIL T.O.C. EL. =100' - 4" i l'-0" x 1'-4" CONCRETE PEDESTAL W/ 4 (4) - #6 VERT. AND #4 CLOSED TIES AT 7, 12" O.C. MAX. DOWEL INTO EXISTING i CONCRETE FOOTING W/ HILTI HIT-HY 200 ADHESIVE ANCHORING SYSTEM A MIN. EMBED = 6" r 4; T.O.F. EL. = 9T - 0" CONCRETE FOOTING W/ (3) - #5 LONG. AND (4) - TRANS., DOWEL INTO EXISTING FOOTING W/ HILTI HIT-HY 200 ADHESIVE ANCHORING SYSTEM, MIN. EMBED= 6" 3/4" =11-0" 12' 1/2" DIA. x 7" HEADED NOM. CONCRETE SLAB ON COMPOSITE STUD @ 12" O.C. v STEEL ROOF DECK, SEE. PLAN T.O.C. EL. =113' - 5" • .r a - ,�c' ;•a .d a',_ - .o a �7e-• = T.O.WALL EL.=117 - 8" • < , Q " T CONT, R1/2x7 W/ (1)-#6 x T-8" WELDED 12" CMU BOND BEAM DEFORMED BAR ANCHORS @ 8" O.C. SEE 5/S-501 FOR ADDITIONAL INFORMATION AND REQUIREMENTS A e, a 12" FULLY GROUTED CMU { WALL, SEE GENERAL ° STRUCTURAL NOTES ' 7 SECTION 1" -1'-0N 3 12" FULLY GROUTED CMU DOWEL TO MATCH CMU WALL WALL, SEE GENERAL VERTICAL REINFORCING SIZE STRUCTURAL NOTES < AND SPACING 1'4" THICK CONCRETE MAT SLAB FOUNDATION, SEE SECTION 1/S-501 FOR ADDITIONAL INFORMATION ' AND REQUIREMENTS T.O.C. EL. =100' - 0" 4 a „ , :a SECTIC 3/4" =1'-0" 8" CMU BOND BEAM WELDED #5 x T-3" ----� DEFORMED BAR ANCHORS @ 24" O.C., CENTERED ABOUT CMU CENTERLINE, SHOP WELDED TO PLATE T.O.PARAPET EL. =118' -1" =: 8" PARTIALLY GROUTED CMU PARAPET d #6 x T-8" DEFORMED BAR ANCHORS @ 12" O.C. TYP. 1/4 CONT. BENT R1/2x1'-0" 3" / 1/2" DIA. x 7" HEADED STUD @ 12" O.C. 12" CMU BOND BEAM 12" FULLY GROUTED CMU WALL, SEE GENERAL STRUCTURAL NOTES SECTION 8" CMU BOND BEAM CONCRETE SLAB ON COMPOSITE NN STEEL ROOF DECK, SEE PLAN J U T.O.C. EL. =113' - 5" --� i T.O.WALL EL.=112 - 8" 3/16 3-12 —\TYP. CONT. R1/2x7 W/ (1)-#6 x 3'-8" WELDED DEFORMED BAR ANCHORS @ 8" O.C. FABRICATE PLATES IN 3'-4" LENGTHS W/ (5)-D.B.A.'S PER SECTION, SHOP WELDED TO AND CENTERED ABOUT THE CENTERLINE OF THE PLATE, PROVIDE VIBRATION DURING INSTALLATION INTO FULLY GROUTED WALL TO ENSURE PROPER BONDING FOR THE D.B.A.'S TYPICAL 1N=11-0 12" 1/2" DIA. x T' HEADED NOM. CONCRETE SLAB ON COMPOSITE STUD @ 12" O.C. 25 STEEL ROOF DECK, SEE PLAN T.O.C. EL. =113' - 5" A to v, a „ e. T.O.WALL EL.=117 - 8" L ' CONT. R1/2x7 W/ (1)46 x 3'-8" WELDED STEEL BEAM, DEFORMED BAR ANCHORS @ 8" O.C. SEE PLAN SEE 5/S-501 FOR ADDITIONAL _ INFORMATION AND REQUIREMENTS d a. • a, - w 12" CMU BOND BEAM 11 12 FULLY GROUTED CMU WALL, SEE GENERAL STRUCTURAL NOTES 8 �I�T0IN 1-0" 4 5 K.2 COLUMN 1' - 7 5l8" +/- COLUMN " M V.I.F. 6" 6" STEEL COLUMN, 1 1/2" 1 1/2" j EXISTING BUILDING, I SEE PLAN SEE PLAN o 0 BASE PLATE 1/2 x 6 x 10" 1/4"x2"x2" PLATE i i W/ (4) - 3/4" DIA. ANCHOR �1010 - WASHER TYP. RODS 2" MAX, 8000 PSI I CONCRETE SIDEWALK, NON -SHRINK, NON-, SEE CIVIL T.O.C. EL. =100' - 4" METALLIC GROUT STD. HARDENED PL .— WASHER & HEAVY HEX NUT, TYP. UPSET THREADS TO PREVENT BACK -OFF EXISTING FOOTING, — SEE PLAN ' �_TIN 3/4"1-0" 8" CMU BOND BEAM TYP. 8" PARTIALLY GROUTED CMU. PARAPET l'-0" x 1'4" CONCRETE PEDESTAL W/ (4) - #6 VERT, AND #4 CLOSED TIES AT 12" Q.C. MAX. DOWEL INTO EXISTING CONCRETE FOOTING W/ HILTI HIT-HY 200 ADHESIVE ANCHORING SYSTEM MIN. EMBED = 6" +. J. CONCRETE FOOTING W/ (3) - #5 LONG. AND (4) - TRANS., DOWEL INTO EXISTING FOOTING W/ HILTI HIT-HY 200 d 9 ADHESIVE ANCHORING SYSTEM, MIN. EMBED _6' T.O.F. EL. = 97' - 0" 1' -6" (x T.O.PARAPET EL. =118' -1" WELDED #5 x 5'-3" DEFORMED BAR ANCHORS @. 24" O.C., CENTERED ABOUT CENTERLINE OF CMU AND STEEL BEAM, SHOP WELDED TO STEEL BEAM #6 x 3'-8" DEFORMED CONCRETE SLAB ON COMPOSITE BAR ANCHORS @ 12" 0 1/4 STEEL ROOF DECK, SEE PLAN TYP. TYP. 1/4 1l4 STEEL BEAM, SEE PLAN N T.O.C. EL. =113- 5" CONT. BENT 0 R112x1'-(SN rn 6 T.O.S. EL.=112' - 8" 3/8" STIFFENER PLATE :. EACH SIDE GROUT FILL FULL WIDTH 1/4 OF CMU WALL EACH SIDE _ 1/4 nP 3/4" DIA. THREADED ROD @ 31/2" O.C. 1/4 IN 13/16" x M 17/8" LONG SLOTTED HOLE r= 12" CMU BOND BEAM EDGE OF BEA1/2" •' THREADED 12" FULLY GROUTED CMU ROD TO WALL, SEE GENERAL BEARING R STRUCTURAL NOTES lx7xl'-0" BEARING PLATE AT All EACH BEAM W/ (2)-#6 x 3'-8" WELDED DEFORMED BAR SECTION ANCHORS @ 8".O.C. / 1a=1,ON 12" FULLY GROUTED CMU WALL, SEE GENERAL STRUCTURAL NOTES (1) - #5 CONT.------� CONT, HYDROPHILIC — WATERSTOP 8" CONCRETE CURB CONCRETE SIDEWALK, - SEE CIVIL T.O. SIDEWALK EL. VARIES, SEE CIVIL 1/2" EXPANSION JOINT MATERIAL W/ 3/4" JOINT SEALANT AT TOP (2) - #5 CONT. 9 SECTIC 3/4" =1'-0" DOWEL TO MATCH CMU WALL VERTICAL REINFORCING SIZE AND SPACING 6" '_1' - 0 1'4" THICK CONCRETE MAT SLAB FOUNDATION W/ TURN DOWN EDGE, SEE SECTION 1/S-501 -: FOR ADDITIONAL INFORMATION -d - . e. T.O.C. EL.=100' - 0" MIN.' : d • r Q .p °J2 N '°• , SCALE IN FEET - 3/4" = 1'-0" 1' ON 1211 611 o, 1, 2, 3' SCALE IN FEET -1" = 1'-001 a Haskell Company ENGINEERING 831348 7! gTAW OF STUART T. WEBB STRUCTURAL ENGINEER REG. NO.65469 a) T_ N a O t] 0 0 H U o z 0LLJ O LL NA 0 ao 0 �o U oN a� W Q N J cb ix mLL 0 = Z i-- o m N J mV m m A� LL W cc m a N F- w z Y z Lo m J z 9 ° ' Z Oa U Q a 1-- CO 0 w Q m U m � D 0 z w cl) z 0 U m � o. SHEET IDENTIFICATION S-50.1 i 15 2 I 4 1 5 I 8" CMU BOND BEAM, TYP.. --,, 8' PARTIALLY GROUTED CMU PARAPET TYR > 7A CONT. BENT k112xl'-U' L 311 1/2".DIA. x 7" HEADED STUD @ 1211 O.C. 12" CMU BOND BEAM 12" FULLY GROUTED CMU WALL, SEE GENERAL STRUCTURAL NOTES SECTION 1" = l'-o" T.O. PARAPET EL = 116 -1" ., < WELDED #5 x 5f-3* DEFORMED BAR ANCHORS @ 24' O.C., CENTERED ABOUT CENTERLINE OF CMU AND STEEL BEAM, SHOP WELDED TO STEEL PLATE, TYP. v #6 x Y-8"DEFORMED BAR ANCHORS @ 12 O.C. CONCRETE SLAB ON COMPOSITE STEEL ROOF DECK SEE PLAN < < T.O.C. EL. 113' JF N T.O.WALL EL.= 117 - 8- to 8" PARTIALLY GROUTED CM U PARAPET A A p1q 10, r ­JO.C. ; Ar TYP. 3/176 73-12 - CONT. t1/2x7 W/ (1) - #6 x 3'-8'WELDED DEFORMED BAR ANCHORS @ 8!' O.C. SEE 5/S-501 FOR ADDITIONAL INFORMATION AND REQUIREMENTS STEEL BEAM, SEE PLAN STEEL ROOF DECK, SEE PLAN I STEEL ROOF D.1 3A N4 1/2'x6 >< -W/ (2) 3/4-0 A325-N BOLTS NOTE: SEE SECTIONS 5/S-501 1/4 AND I/S-502 FOR 1/4 EL. = 1131- 3 1/2" ADDITIONAL 1UNAL INFORMATION B SECTION 4 in 11-06 STEEL BEAM &COLUMN 411 21 - Off STEEL ROOF DECK, 1 312 SEE PLAN A - CONT. L6x4x5/16 (LLV) STEEL BEAM, 1/4/3-12 SEE PLAN STEEL BEAM, SEE PLAN STEEL ROOF D.B. EL. = 113'- 3 112" q—BEAM STEEL COLUMN, 1/4 SEE PLAN C*4 1/4N2 MIN. TYP- EA. 114V2 MIN. \GLIF_ OF SSET HSS2x2xl/4 KNEE BRACE, . A WSLOT HSS AT GUSSET /Fi 3/8' GUSSET PL., TYP. NOTES: 1. PROVIDE 1/4" CAP PLATE AT TOP OF COLUMN 2. SEE SECTION 4/S-502 FOR ADDITIONAL . INFORMATION. 31. PERPENDICULAR KNEE BRACE NOT SHOWN FOR CLARITY. CTION 1" = 1'.0 " CONCRETE SLAB ON COMPOSITE STEEL ROOF DECK, SEE PLAN T.O.C. EL. 113 - 5' A-7 rip T.O.WALL EL.= 117 8" --------------- , STEEL BEAM, SEE PLAN 1/2" EXPANSION JOINT MATERIAL G 1.1/2" EXPANSION ROUT FILL VOID JOINT MATERIAL 12'. FULLY GROUTED CMU WALL, SEE GENERAL STRUCTURAL NOTES L2 1/2x2 1/2xl /4x0'-5" EACH SIDE OF WALL 1" = 11-0111 x Sw PARTIALLY GROUTED CMU PARAPET x X X X T.O.C. EL. 113'- 5' P, L NOTE: SEE SECTIONS 5/S-501 AND I/S-502 FOR ADDITIONAL INFORMATION SECTION 1" = 11-0 It CONT. PL.3/8"x10" to L 410 EXISTING BUILDING, SEE PLAN UOLUMN 6 11/2" 11/4" 2-12m 11/4' e- z 0 0 0 P PL 1/2x6 l/2xl0"W/ (4) - 3/4.0 A325-N BOLTS SECTION 1" = 1 1.0111 12 STEEL BEAM, SEE PLAN 4110 r2 NOM. S-SMY02 CONCRETE SLAB ON COMPOSITE Cie STEEL ROOF DECK, SEE PLAN T.O.C. EL. 113 - 5". :4 T.O.S. EL.= 112'_ 8 L J CMU WALL BEYOND 3/ 3/16 L2 112)Q 1/2xl/4x0'-6' EACH SIDE OF WALL 3/16/ 12" CMU BOND BEAM CUT AS REQUIRED 316N2 12" FULLY GROUTED CMU _< TYP. WALL, SEE GENERAL 3116 2 V STRUCTURAL NOTES SECTION in = V-0" 4.8 114 1/47— 3-12 it - off STEEL ROOF DECK, 4 312 1/: 4 1 SEE PLAN 1/ 3-12 ROOF DECK, BEAM _L 0 STEEL ROOF DECK, D.B.STEELROOF SEE PLAN? EL. 113! - 3. 117 STEEL ROOF D.B. EL = 113! - 3 1/2" CONT. L4x4x3/8 COPE HORIZONTAL STEEL BEAM, LEG OF ANGLE SEE PLAN AT STEEL BEAM 11 - 61 CONT. BENT PL. 3/8"x V-10" V.I.F. 6#1 If 4" EXISTING BUILDING STEEL BEAM AND COLUMN 4" 1/4 1/4/ STEEL ROOF DECK, SEE PLAN * I EL. 1 1T - 3 117 STEEL BEAM, SEE PLAN 1/4 STEEL COLUMN, SEE PLAN PER PEE:NDICULAR KNEE BRACE NOT SHOWN FOR CLARITY. FINISH GRADE, SEE CIVIL T.O.C. EL. VARIES % LA #3 @ 18- O.C. AT STOOP CONCRETE STOOP OR RAMP, SEE PLAN 4 o uj :4 2 2t #3 CONT. 1'-0" NOTE: TURN DOWN EDGE SHALL BE PROVIDED ON EACH SIDE OF RAMP. 3ECTION. 3/4" = l'-O" GAP 12" 6" of if 21 31 SCALE IN FEET - 3/4#1 m 1'-0" 12" 611 of it 21 31 SCALE IN FEET - lit 1'-0" a R8*w1 coff"fly ENGINEERING 031348 STUART T. VYEBB STRUCTURAL ENGINEER . REG, NO. 65M 0 oc 0 F_ cl) w 0z 0 0 w 0 LL w (1) cl) co 0 c6*4 ('v CL C14 o ct) LL 0 z c/) C14 dcsi Wo (y) o co) 1 1 Z'05 04 ui w N c/) uj 0 z L0 _j I: 0 _j z z _j 9 w a f_ Z Z :5 z < Oa o F_ cl) z 0 w o < co co 0 z w (1) z F- w 5 Im 0. SHEET IDENTIFICATION S-502 C4 1 ra co 5 U a u PROJECT LOCATION - PLAN NORTH COMPOSIT j E FLOOR PLAN .wwwwe R ie �� 2 Sc AA.E F.1 C M.1 5 26 LOCATION OF BUILDING ADDITION L BE1V/,lAM a Haskell Company ARCHITECTURE SAA226003262 1245� LORNE C.JOHNSTON ARCHITECTURE U� a rn N 4 O o O O U O 0 O. U. o 00 r �N �O Q U oN �o W N0. �- O Q M H J �Q LL O CO) = NJ 1u.w m ILL m O — H cQ 2g< tM s a J N H W Z Z o O In Z g Z w Z� Z U O Oa � � w ~ 0 U a c W Q a°. Z U Z � w 5 m O a SHEET IDENTIFICATION A-1 00 DI ®1 m w PAINTED 1 1 /2" STD 0 SCH -� 40 STEEL PIPE TOP RAIL PAINTED 1-1/4" STD 0. SCHED 40 STEEL PIPE HANDRAIL W PAINTED 1 1/2" STD 0 SCH j N 40 STEEL PIPE VERTICAL POST AT 48" O.C. MAX. PAINTED 1 1/2" STD 0 SCH 40 �c STEEL PIPE HORIZ. RAIL, 0 PAINTED 1/4" THK. CONT. STEEL KICK PLATE w WELDED TO POST 3" 04 MIN. CONC. STOOP, RAMP AND SIDEWALK - SEE STRUCTURAL/ CIVIL _ Z 0,4 ; I 44 NJ Z HANDRAIL DETAIL 1 1 /2" = 1'-011 NOTE: 1, SEE SECTIONS/ ELEVATIONS FOR RAILING FINISHES 2 K.2 — K.9 PLAN NORTH (1)ci 3 1 4 FLOOR PLAN 1 /4" 11-011 5 GENERAL NOTES: 1. REFER TO SHEET G-001 FOR SHEET INDEX. KEY PLAN: 5 CC AA. F.1 J M.1 LOCATION OF BUILDING ADDITION � L 1 4' 2' o' 4' 8' 12' SCALE IN FEET -1/4" = 1'-at e^'� BFM AUtiI a Haskell Company LORNE C.JOHNSTON ARCHITECTURE 0 0 (3) P Na 00 P 0 z O l- 0 �o Oo O uj ,V^J VJ O� 0 P O �N O �N U �o wN ¢ o F=- M F— J � Q O �w = m z ~j O . ALL. V— lu_ w OM . _ ¢ �¢ SIX F- wQ �N voN � a J N F- W z 4 � O z LO J O P i m z a Q z a � p zg w LL p 0- ~ w Q Q cr_ g m z w z O --� U uj m OW a SHEET IDENTIFICATION A-101 2 3 n k" I K.2 C. C ri PLAN NORTH A !r r" I r� /•\ T I'-' I°1 /f r I/ I \' 1 00% r% I A l l REFLECTED CEILING LEGEND: ACOUSTICAL PANEL CEILING. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. EIFS SOFFIT PANEL. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. OPEN TO ABOVE. 0 CEILING ( SURFACE OR RECESS) MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. CEILING (SURFACE OR RECESS) MOUNTED LIGHT FIXTURE WITH EMERGENCY POWER. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. CEILING (SURFACE OR SUSPEND) MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. CEILING (SURFACE OR SUSPEND) MOUNTED LIGHT FIXTURE WITH EMERGENCY POWER. REFER TO. ELECTRICAL FOR ADDITIONAL INFORMATION. WALL (SURFACE OR SUSPEND) MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. WALL (SURFACE OR SUSPEND) MOUNTED LIGHT FIXTURE WITH EMERGENCY POWER. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. O CEILING (RECESS) MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. WALL (SURFACE OR SUSPEND) MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. i CEILING (RECESS) MOUNTED LIGHT FIXTURE WITH EMERGENCY POWER. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. WALL (SURFACE OR SUSPEND) MOUNTED LIGHT FIXTURE WITH EMERGENCY POWER. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. ® CEILING MOUNTED EXIT LIGHT FIXTURE. DARKENED SECTIONS DENOTE FACE(S). USE DIRECTIONAL ARROWS WHERE INDICATED. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. WALL MOUNTED EXIT LIGHT FIXTURE. DARKENED SECTIONS DENOTE FACE(S). USE DIRECTIONAL ARROWS WHERE INDICATED. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. 6pS CEILING MOUNTED OCCUPANCY SENSOR. REFER TO ELECTRICAL FOR ADDITIONAL INFORMATION. CEILING MOUNTED DIFFUSER. REFER TO MECHANICAL FOR ADDITIONAL. INFORMATION. , CEILING MOUNTED RETURN. REFER TO MECHANICAL FOR ADDITIONAL INFORMATION. GENERAL NOTES:- t REFER TO SHEET G-001 FOR SHEET INDEX. CONSTRUCTION NOTES: KEY PLAN: 5 26 CC AA. F.1 LOCATION OF BUILDING � ADDITION � L A. 4' 2' 0' 4' $' 12' Mimi SCALE IN FEET -1/4" = 1'-0" �► mil if a Haskell Company ARCHITECTURE #AA26003282 C. J&0- 0- _o s. AR0012458 �AE'D ARC'S` LORNE C.JOHNSTON ARCHITECTURE U �a 0 rn o� T 0 z O H �o Oo U O LL M m 0 0 <- 0 �N 0 U �o � Q N o 0 M O CO = } m Z (n o� N ;-J '- = LL Q u- oa Q LL �` N Q c) J a w N H w z 0 z V_ o J r- O m Z a z g O D z J . ZZ Og w U o Ha U 0 CD Q Z Q � � 5 m - w -� w 0- SHEET IDENTIFICATION A-101R C I K.9 11 1 310 a rx I 3 T MIMI© .. _ I..­ y.- 'I-""I' 4y,.ti'1 " - T Y, _"1,dJ ` t I. 4 ',, <7 ,r ~J.. 11 1 2 4 `r `t' T 17 ?': rt1.. :r 4 . :71'� -j~ "rep.-,,.,, "I a•-�%,` 1. - _ '-) ,).J. _ _aa fit,- iT =` _ Y: }. '-, + t.1 3'J.' . ,i "-' - 11, — ". s" " . S' L I., X -TI. _:. r { i. S L" a, ry ,i• _ n'ja - t- t,rt< a rt J. L n _ d` ( x _ 'n _ art,,' �1 _ 1 ) y' _ _ ,y� :^, i. i JY %T'4 ` a', ey - Yr V ♦i. �:, V- n it r` ti •a ,4. _ _ xr �. Q. ,j: ,ia i 1 7 :� J <' ,h' 'i ,.i _ `,T,a is-• i ^ r' J i a ,s a f .K ' _ rx. ).f �;_t ' ' i• 'Y' e.r. -''(�., ,Y: t : ark ;S.' - '" 1' - '`t '.r, i�• �4, , — r' -1, -2=, /4 / 1 0 1 T, - r ��,����1. 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I - , ' � , Y ; ::J ; I. y -11 ;;` 11 ' -'F : 1.1 r4- '7'`'+ lr"c . r )`, _ - ti, ej tl: �..; ' ' {` - `• ,K - - - -,,t '.. ,je '41 _ ,( '. - - X-4�- i L i.. =>v rtt « Y' _ '. vl- ,L q; • )c. '' Kr J _ ^ . :`' , 1 Yt -')'�'{, ;J S < (' 'J 'I.t .f d - - +-� �: I ` r S'. ,a 'S_a ,T nIr - j.a 'r J ` i_, i" .t .< i . _) : Y. �{ "r: S. /I.,"--,, "I -..'I-. . - , *",.,.,.",,:",,�,�,--,,,,�"""--.,." ." -� . , '. .. , , . " , , . � .1 .' I , - - , -� " ":' .." t 1.11 ,, 2 ;rt 'y _ _ ♦', _ •a, - ;< — 4 /1 0 _ _ ;1/ - -Lf p' 's a', i, ; T' h ; r a)c J y, i r;i _ 4• '' +'e a I _ 1J, ,I'. I'll i In :)« t `� r ;i - r' r (. yy , i'r J l' s Y= L 1 J L. _11 ') _ i L" a: t-' _ _ _ �.i, 'I 'y: n r �- 5 - - = �* t t , _ �01 ` t' `,` - A -rr' - 1 2 *2S66' . A-201 — — — — — — 6 PLAN NORTH ROOF PLAN 1 ' 1 /411= 1'-011 0 1 L r i I GENERAL NOTES: 1. REFER TO SHEET G-001 FOR SHEET INDEX. 2. REFER TO ARCHITECTURAL SHEET A-101. FOR FLOOR PLAN. 3. REFER TO ARCHITECTURAL SHEET A-102 FOR ROOF PLAN: 4. REFER TO ARCHITECTURAL SHEET A-r601 FOR DOOR SCHEDULE. Mea 4' 2' 0' 4' 8' 12' SCALE IN FEET -1/4" = 1'-V' i► BENIH" a Haskell Company ARCHITECTURE #AA26003262 Am.% OF 14 . : A • 12458 •• • R�•.•G�cpFD..A LORNE C. JOHNSTON ARCHITECTURE REG. NO. ARD012458 . . � gt - 0) V- O O YI z LO_ r C? 0. cril Zi CE Oo U w O LL D I W t 0 I.-N U_ o N \W W N 2 N ') O Y♦ Q �—J3j M 1 = I--M LL tjQ (1)_ 0 . = m m z ts W m CO)N _I m IL 0, Ix O = LL m LL ' LL N W M Q Q I- Q N H M \_ �i Q v CL W W k J N I- 4 W Z 4 I . . 3 `f •^! V z C 0 V+ m IJ 30. zZ z a zg Oa V W LL O H U w W °a ¢ 2 Z z F_ 8 j U W 5 m . w a SHEET IDENTIFICATION A-102 I 1 1 1 1 1 I 2 T.O.P. AU 118'-1 T.O.C. I1 113' - 5" v OF WALL 112' - 8" _ _FLOOR 1 100'-0" ELEVATION NORTH T.O.P. 118'-1" T.O.C. 113' - 5" _ TOP OF WALL 112' - 8" 1 N FLOOR 1__ 100' - 0"-� B ELEVATION - EAST 3 1 /8" = 1'-0" u 118' - 1" v T.O.C. n 'D 113'-5" TOP OF WALL 112'-8" �o r SECTION LOOKING NORTH FLOOR 1 -50 ` 100'-oil 3 1 4 ELEVATION -SOUTH 2 va,.=,,-o., K.9 L n ELEVATION -WEST it 1-011 K.2 SECTION LOOKING EAST 1 /8" = 1'-0" - _ - v / 1 /8" = 11 -0 " T.O. P. 80 T.O.C. 113'-5" _ TOP OF WALL 112' - 8" 80 tV _ FLOOR 1 AL 100'-off K.9 L I r3 T.O.C. n 113' - 5" )P OF WALL 112'-8" FLOOR 1 100'-0" 5 GENERAL NOTES: 1. REFER TO SHEET G-001 FOR SHEET INDEX. CONSTRUCTION NOTES: 1. CONDENSING UNIT. REFER TO MECHANICAL FOR ADDITIONAL INFORMATION.. 2. STEEL LADDER WITH CAGE. REFER TO DETAIL 1 ON SHEET A-311. 3. LOUVER. REFER TO MECHANICAL FOR ADDITIONAL INFORMATION. 4. CAST -IN -PLACE CONCRETE MAT SLAB. REFER TO S TRUCTURAL FOR ADDITIONAL INFOMRATION. 5. STEEL BEAM. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. 6. STEEL COLUMN. FINISH WITH EXTERIOR GRADE PAINT. 7. 8" X8" X DEPTH OF WALL PRE-FINISHD METAL THROUGH WALL SCUPPER. 8. PRE -FINISHED METAL COLLECTOR BOX WITH 6" x6" DOWNSPOUT. 9. 24"X24" SUSPENDED ACOUSTICAL PANEL CEILING. 10. 3" NOMINAL EXTERIOR INSULATION FINISH SYSTEM.-. COLOR TO MATCH EXISTING BUILDING. 11. PRE -FINISHED METAL PARAPET CAP FLASHING. 12. 42" HEIGHT 2 RAIL 1 1/2" O.D. GALVANIZED STEEL GUARDRAIL. PAINT TO MATCH EXISTTNG. 8' 4' 0' 8' 16' SCALE IN FEET -1/8" = 1'-0" NHA�III �► SE a Haskell Company ARCHITECTURE MA26M3262 LORNE C. JOHNSTON ARCHITECTURE rn N 00 a r 0 O U D z 00 O w w o 00 r. O N �N U �o w 2 N ¢ a M N � �w 0 = m NO _ ALL. �y, Q� LL �N W ccti Li= ¢ `b' a v H <C v� N IT a=. w J N F— w z .. 154 0 z r J 0 m z 0 z � F_ b 2 I D c z zg 0 w ¢ 00. ~ = z z 0 w z J D Z J w U w 5 m n w - ----- a SHEET IDENTIFICATION A-201 2 31 D 1 PREFINISHED I SHEET METAL PARAPET CA FLASHING 0 n C b l ;� . . y - ., ;w ° q °. d 11 a �t s ,. . d e 4 4 - . a 44 3" EXTERIOR : . 4 ' INSULATION ' � ' - FINISH SYSTEM . *•, _ °- d. ° .4 e < a' . > d 4a .: `d 3/4" EXTERIOR " - .'' , ' SHEATHING a 8 ° ° a d w .. a.Q _/ 4" . 4 o' .- . .e ••d4' . . . ,° - . °e .. --. 4' =. ° ,. _. . d -d_° A'-312 : °- 4:. , ti M - ^ d , - .°; ! ° a 4 , ., - - ° . a4a e -' - 2 1 3 A-202 4.8 4.9 5 WOOD NAILER MODIFIED PARAPET FLASHING ,d ° d d" 4 _.' " d- d' a 4 -'a.- - - .- d;' a - 4 - . 4 '4- - �4. -° •4 _ ., '' ..'d:-' a - 4'. - � d _•a °- ' , . _ tA'.. d . 4a d .4 w 4 ad - . d• 1 1+ . °1/4" COVERBOARD - • ' _ , -'° ° a . - <4: �4 ♦ =° d <. '-. ° 4''- d4 - 3/4" '.4'. dq,4_ a .4-'- '4" _- - ' - - , d. B •.4 ADHERED TO ° b . evl� ' • 4 - , ' :PLYWOOD . .. - _ 1 d 4 . _ , . < 4" CANT STRIP d ° . a _d _ - . '4 . A - 4 a ° ° e.4 a a_4 4 - - 4 4., - ,. - ' . ° ° d „ e . - d . - °d. 4 'a - 4- 4. a , - , 49 .. =MODIFIED , . _- . ' e • 4 ' • - , a d _ - d d 4 m d a' • ...-BITUMEN ROOFING . ' a _ , a '' - -1- • .4- °: . , . ':MEMBRANE:. d• ; 4 . , . a , - 4 = - , d a -*. „ .: _ .d d _ 'a- 4_e- - e ', ,d ,. 4. • _ ,'4 . o A , ,4 - °.4 • a :, a a'. _ p° < 4:. _ ,fie . .. :, d :.m 4. KNEE BRACES - . < ° e P •) . _ - - 4.. 4 d e a . ' .. ° i _ . z9 -_ a d .. -1 d - 4 e - - 4 -s 4 i , d - - C - -i -q 4 d e o_ _ ° < ,tr-° - 3/4 EXTERIOR - 4•' _ .. _ - . . - SHEATHING ON - 4 4- a� _ . _ ,:' .: ` . , q ; : - . a 3 5/8 METAL STUD _ d. °4: a ° . 4 - a a ° 4 -. , - - I I da , 4 - < °. d . , a -` , ,. - 4 _ a• , d" _ �' ,y.4-. it FRAMING @ 16 O.C. - ' a 4 a _ . 4 , -d' ;d� , . _ <_° , ' a e .� a ,_ . _ 4 ° < I :,! d, - , d _ ." _' 4' d 4. di ' i . I - d' _ , . ° ' a - ° d - - _, 4• ° 4 ,, 4 -a ° d . l . a d- a' 4 Q- ° , d4 , a ° $ - 4d. - .d a : a EIFS SOFFIT, ;�,. , I i. e. n 44 ,. - . ,44Q -. - °•4, -4 1 • 4 ,_, d• . . d .. . SYSTEM ` , °°" - . - - °' d ,: . - 4: r d° - .. - Qe - - 1' .- .. d' '. -. °V' . e 4 G , _ " .-d - 4 ° . a• - d _ d _ - _ Q- ' . `. d 4 „ a a •4: a a¢ a'• e d 4 a d ' _ -I , I d 4 _ 44 _ . °4 _ . a ° le d' q _ .. d _ a c - d . 4 'd. _ I P 6 1 A4 a ° . .04 _ .a _ ° < 4'_ C - -, • ° �A 4 , -- -' - ..: .d.° , 44. .. , ,. ..1. ,-.a ' -°4 - d . _ . 4. . _ - ' a . 11 . - - . d. - ' ° _ - a 4 .a -a - ., a'q _ .- -4, - ., ,.°' ,fie aad . 4 ' . a ^ :e .. 4 '1 ' ' a 4 4 '- _ I I �d • - . d 4 ed - _ 4 -- °°- . - a _ v I I - , -. i °tr 4<, - a -4' 4 - , - _ 8a _ ?$' `. � a P .-° a °. I _ ° - - - d - -` ^c1 - _ - 'V °. Q4 a _ • .e 4- _ . _ , . - .. ed... _4 .. 4 ' .. a a 4 e, - a+ ,I I 4 , - d, - 1 I _ . _ ,. _ - ., - - 4e J 4 4 _.e . 41 .4 e ° a .e .4 ., 4 . , , - ' 4 a , _ 4 , - a 4 4 - , _ _ d , -e - .° ,ad' ♦ _ e 4-d; �' e _ , ,. .,Qe .- .4 4 e _ • <,'41 , °.'. '4 - a, a '°' . + _ d I I (( -I I I�) I I I --I I ( I IiI I t I I I I I_ -_I I I i •1 � CANOPY SECTION 3/4 = 1'-011 -- �e ......;...., •� 4 .a - . •' °Q - q ° 4 i d _ . �. 4 4 d... _ - , tea. - . • i _.4 ' . . d ° -0 - . - ' ..- •n. _ ' e °e a - 4 ' d a p. , .° 4"-4 - $' a ._ .. - . d , - - - d e . , q - - . d , a9 a 1" s -< 4 -,. K. 4 ' 4' - a I . ,' .l m•, Q-° a 4 ° I ., ° d , 4 a Q.a° 94 - . 4 _. e4. a 4° I� B ' ,Q- . d . .' ,a' d . ,. - m. . ; °„ - . d• .° .. + I - i d, ." 4 B a 4° Q a . I P d a . ° : 4 ` -4 s md` .d - /4 .°, 4 °ti � .. . I a '-q� 'd , 4r .- 4, ' , Y . _ A' 4 . . -' e a ; ,. .4- d - 4. - , • d 4.; - ' 4. ' I d . .4 d ,4 d I ." -. d • d , . d tr.: 4' I ; .4- b 4 4 ° 4, .. . . '4, 1 4 ., d �+ e - _ . < - , a 4 _ 46 v ..g 1 d_ - . F - . _ d 4' I - 4 - . ' ,4 . , 4 Id d' °d - a - ,4 - ° a " -ao - d .. .. a' - I. ' 4, -'d` - d° a 14 " e.4 ' a . - '4 . _ _ -A _ a d _ , 1 8 - 4 <. - a �' ' as �: _ - . 4• , r : , I 1 5 ' ' - _ WOOD NAILER' PREFINISHED .. ,. f - ; _T.O.P. . '' . '. t , , . SHEET METAL = T.O.P. _ � .T " . PARAPET CAP . 118' =1" . .. . . . , - - -: MODIFIED PARAPET, . : FLASHING ' , ' - _ FLASHING -' . ' _ . _ , . r '...1. - - . 2 , ' , ' , . '1/4 COVERBOARD :A 12 - . D ERED T 3/4 A H O :J: r �, r „ • .' PLYWOOD , . / . • . , .. . ' , . ' . , , . 31i EXTERIOR - ' A 312 , NSULATION // % • ., ' _ , ., :. r _ .. ... FtN1SH SYSTEM. ' ' - �i . - " 1 - .1 - - - , / „ . _ . �. , . , I• / / , . 3/4 EXTERIOR " • _.. " ,- I / SHEATHING T.O.C. .. / '- I.O.C. ` 113'-5 r � 1131_511; / -. ' ' - • ' • - T . . WAL _ , . • - . _ • ' 1121 811 ' _ .. - - - - , I I - I I . / - / . ' .. I .' ,,. - .,. -. I I , irk- 1' . . 32' -' / v r , i , ,' I I . i , I I`-• I I - . / - /' I I I I • -' , . ' " ' / - '-'- - ,- I I* .. I I, , • , . . - . _ _ . z1 I - - ,,,. I I . ,,., . / r i I 4 . . L , /--------r----_-_-- __-_ _-- ;312 ; _ _ - I . / ' ` - - • - , / _ - - _ _ , - _ - - _. _ . _ -I I' :... . I I ; / •rC\ /// I II -'-' : ,-' I 11 - • ' , ' . - - . - _ . 3/4 EXTERIOR : . I ' .. ; _ I - .. ' . , - ' , . _ SHEATHING ON . I I I I 11 . , - , _ 3-5/8 METAL STUD ; _ .: � 1 I I .. _, _ . _ .. - . , I 1 11 - - /' - . , • - , ` . , ' . FRAMING 16 O.C. T I I I I . =1 I r I I 1 I' ' ' ' • - I I ' , EIFS SOFFIT . . • " �i I. • •- -, . " . I I: SYSTEM ' / , , - - r . - 1I - I I r /', _ , - , // - - ' ' . - - • ' - / I I{ . ' , . / I I .. .. / - - _ _ . - 4 - - ' .- .. _ .. , _ . I I _ I I. / .. - - - - - / ' ' _ _ . '- I I I', .. - I l - I I , . ' I I'' • ., . I 1 . . , / - - i. . - -i . - Q , . / - _ _ - 1 , - -' - I / . _ • :I I I / , . . .> // 1 i , . .I I _ /i -' , . r - I is I I "• - '•''. �/- .. , . , - - - I. - ,.. .. I I ' '.-. '.. . _ .. . . '� ( I I ( - / I I . . I I - - \ , , r , - - - , _ .. _ _ - / - I . I I / \ . / /� I I . " , I I - :1 I . - - . 1 I -' . - .. I - 1 \ I I .- , / r r _ - , /' . , ' / -I 1 I I.. / 1 I - - .. . , I 1 . - ., . / , / -'i i -. . I I. . .' ' .' / \ '• , _ _ /// / a. FLOOR 1 _ � . FLOOR 1.;' - „ 1 a 1 100 -� e a 4 4 • , - • a d 100 -� / = III-III-1 I i-III-i i I-i I I I I-1 I I-f I I III -I I . : '' ' .' _ . _ , - , . • . . . CANOPY SECTION 2 3/4�� _ ��A�� 1 211 . ' 611 OI 1 1. 21 3I SCALE IN FEET - 3/4" = 1'-011 �' BOUff a Haskell Company OF F ,....... C. Jc .: • • • • • A f 2458 ' ,• A••, ' jO • Iq .� I qeA ** ,� LORNE C. JOHNSTON ARCHITECTURE �� a 0) O W 0 0 i O O U M 3 a V Oc w O w f c0 C N 9N Q l5� U a' o . Lu 2 s N Q L= M 1�7-/� N � < Ni�y LL V/ L 0 = . m 9 Z G J c i 3 V) N J m W M 2 LL 1Q LL IN< gg cal-- LL F�iQ wN L V 1Q a w w N H L!J Z � i I 3 C7 Z T- c T_ J r /0 W '^ J O L) I^ ZZ a. W W 0 a H >- a 1 a° w a Z m X. Z Z i H W m 0 � a SHEET IDENTIFICATION A-202 I to C I C v PRE -FINISHED SHEET METAL PARAPET CAP FLASHING 3 31 101 NUNI�I 8X8X16 CONCRETE MASONRY UNIT. REFER TO STRUCTURAL FOR. REINFORCING CONCRETE SLAB STEEL DECK 2 _ T.O.P_ 118' -1" T.O.C. r T.O.C. - _ 1 1 31 - 51' — . _ °• • ° _ ; �°—t. °• 1 _ 11 •, d -n - •:`' TOP OF WALL - 1, TOP WALL $F 11 CONTINUOUS 1777. STEEL BENT PLATE. HEADED STUD. CONTINUOUS STEEL PLATE. 1 co . MASONRY LADDER JOINT REINFORCING SUSPENDED AT 16" O.C., TYPICAL. CEILING SYSTEM. REFER TO FINISH 12x8x16 CONCRETE >SCHEDULE. MASONRY UNIT. REFER TO STRUCTURAL FOR REINFORCING. 4' OPEN 3" EXTERIOR MEETING INSULATION FINISH ROOM SYSTEM -COLOR TO MATCH EXISTING 100 {.: WALL FINISH. REFER TO FINISH .. I SCHEDULE. 5 A. �12 WALL BASE AND CONCRETE MAT SLAB. FLOOR FINISH. } REFER TO FINISH. SCHEDULE. FLOOR 1 _ _1 _ _�FLOOR 100 `/ 1 11 t • 1/2 EXPANSION JOINT ,. -":• ° :; : : , -. WITH 3/4" JOINT _° .. i.a, ; .",•9 . Q; SEALANT AT TOP. • ,<- : : s CONCRETE d - SIDEWALK a d d a _ =111= I I=� i 1=1 f�l REFER TO STRUCTURAL FOR SLAB REINFORCING AND EMBEDS. SECTION 1 3/411 = 11-0" IN PRE -FINISHED SHEET METAL PARAPET CAP. FLASHING 3 A-312 _T.O.P. 118' -1" 8X8X16 CONCRETE ' MASONRY UNIT. REFER ; TO STRUCTURAL FOR REINFORCING . ° ' CONCRETE SLAB - STEEL DECK 4 1 5 GENERAL NOTES: 1.. REFER TO SHEET G-001 FOR SHEET INDEX. 2. REFER TO OTHER DISCIPLINES FOR ADDITIONAL 5 INFORMATION. 201 PRE -FINISHED SHEET METAL PARAPET CAP FLASHING T.O.P. 1181-1" - I 3 A-312 8X8X16 CONCRETE MASONRY UNIT. REFER TO STRUCTURAL FOR REINFORCING 8 co 1___�A-312) CONCRETE SLAB STEEL DECK :a d • -da Ic ♦ i ° CONTINUOUS = � • ••:;. �: • STEEL BENT PLATE. •:a k. ,•; CONTINUOUS STEEL �. ; .ro BENT PLATE HEADED STUD. :. ; . -d, -. • ,.�d... , ._ — a :' HEADED STUD _. a -• ..}.: - l � i MASONRY LADDER TIE AT 161, O.C., TYPICAL. MASONRY LADDER 0`l( �7T i TIE AT 16" O.C. TYPICAL 12x8x16 CONCRETE ► MASONRY UNIT BOND SUSPENDED CEILING SUSPENDED CEILING — 12X8X16 CONCRETE BEAM. REFER TO SYSTEM - REFER TO SYSTEM -REFER TO MASONRY UNIT BOND STRUCTURAL FOR FINISH SCHEDULE FINSIH SCHEDULE BEAM. REFER TO REINFORCING. STRUCTURAL FOR OPEN REINFORCING 3" EXTERIOR is MEETING OPEN ! INSULATION FINISH ROOM MEETING 3" EXTERIOR SYSTEM -COLOR TO 100 ROOM INSULATION FINISH �` . 0 ,' .: SYSTEM -COLOR TO _ MATCH EXISTING 100 MATCH EXISTING HANDRAIL -SEE HANDRAIL -SEE DETAIL 2/A-101. DETAIL 2/A-101. WALL FINISH. WALL FINISH. REFER REFER TO FINISH TO FINISH SCHEDULE r `\ SCHEDULE. 577777777/ A-312 , A-312 WALL BASE AND WALL BASE AND CONCRETE MAT SLAB CONCRETE MAT SLAB. FLOOR FINISH. FLOOR FINISH. REFER 1/2'' EXPANSION I I REFER TO FINISH TO FINISH SCHEDULE SCHEDULE. JOINT WITH 3/411 JOINT SEALANT I °�- � -` ° �` =° i < .,d:..,, -. `'a • RAMP BEYOND AT TOP. I ;< _ ! G17 ' •._ RAMP BEYOND ��� ,:. • . -_ _�� 1 �: z- rE: _-: - - a a G •.v -a, d .a�" ` _ _ 4 • •c•_ - ` - "r 'r:= ?ir :•s r_ `�' i • -. ` > °•: _ d . 'a a. ' n <: a .ay ` c s_ K _ f- �t 3 s ,-i. - '• •,,+T `d' ,•'.a;°°•A• , ;e ; ,.r.`.a °,, _ :. _ - _ ��1/2" EXPANSION JOINT v d _ter-- T`'� ~_�F= t _ _ _ _ ITH 3/4" JOINT — I=1 I •all. =1 11= 11= - — _ - r� �-F°= :.SEALANT AT TOP. 1 I —I ( ... = d •s ,., a .' • I --I I —I I I- II I I I 6• <° vw •� - •, 6' •- - d `~ •. f •o_ t •. '<a . 11— i °,•• -,a a,• .v• ddr9 wp I I —I (---) I —^- — I ° d,. •° -• �'d. •�' .— :I�..; ¢° a d"g • I I —I I I— i —I_I—I I —I I I-- ' °• . `°�.. I— I (---) I I —I 11-- - - I —I I I �, a;'- '° .� • I I— I. II I I-1 I (• I�—) ( I— I I , ^ a < •� a - ° e� ( (— � II I —I I (� i _! I 1 i 1 i � i i I I I: I I I! i! I 11= =III —III =1 11=III— — I(=1 11=II I —III= REFER TO STRUCTURAL FOR SLAB REINFORCING AND EMBEDS. I I ( REFER TO STRUCTURAL FOR SLAB REINFORCING AND EMBEDS. SECTION 2 3/411 11-011 SECTION 3 3/411 = 11-011 _ T.O.C. OF WALL 112'-8" 100' - 0'1 12" 6" 0' 1' 2' 3' SCALE IN FEET - 3/4" = 1'-011 '� ENHAIV� �8. a Haskell. Company ARCHITECTURE MAA26003262 �F OFF�_- too.A�0012458 IL •. •tip cj �RFp ARG LORNE C. JOHNSTON ARCHITECTURE U�a rn 00 P' 0 O U �z � a z8 Oo O LL . D 0 � O z o � J MO QW Z 2Z / D O zz Oa w H w m a U Q W o Qca z z z � o W D co o a SHEET IDENTIFICATION A-310 � _ i �Rr�ll����}��� � � !" II� ilk � - - - 14 B 0 I LINE OF 6" WIDE SPLICE PLATE CENTERED AT SPLICE 1/8" -1/4" GAP CONTINUOUS DOUBLE ° SEALANT BEAD AT EACH SIDE OF SPLICE JOINT I _:�14; .. — I -44 ♦•..d CONTINUOUS CLEATS d a WITH 1/8"-1/4" i CLEARANCE FROM o :. ° : d SPLICE PLATE i °4 ;' 4 d CONTINUOUS DOUBLE SEALANT BEAD AT EACH SIDE OF SPLICE '; JOINT • d,_ DOME CAPPED HEX HEAD FASTENER A 4 WITH INTERGRAL METAL WASHER AND ° : ° d' ` EPDM SEALING WASHER PARAPET CAP SPLICE DETAIL 3" = 1'-0" 3 COORDINATE WITH WIDTH OF WALL PRE -FINISHED METAL PARAPET CAP FLASHING WOOD BLOCKING FASTENER d ° 4 ° P °d d ° i. I 14 , n I ° 43/47 P.T. PLYWOOD d ° ' 6" METAL STUD MODIFIED PARAPET ,4FLASHING t I -: .1/4" COVERBOARD i ADHERED TO PLYWOOD 3" EXTERIOR INSULATION FINISH. SYSTEM WALL SECTION DETAIL 3" = 1'-0" 4 PRE -FINISHED METAL PARAPET CAP FLASHING CONTINUOUS CLEAT W 3" EXTERIOR INSULATION FINISH SYSTEM COORDINATE WITH WIDTH OF WLL WALL SECTION DETAIL 3" = 1'-0" -, d 4 ., ♦` - : a -:. • < - 6" METAL STUD q ° sd < .° ; _ 3/4" P.T. PLYWOOD -A- ♦ a EXTERIOR ° �;: ,d° FINISH SYSTEM 4 ON DRAINAGE 4" ; - I i I I I I Ii II ! - A ° �:= A. °4. . _< , a•' • b" •'ded a I I I I I I I I I ( ° A - 4^ - -• .. - ° P `' 3" EXTERIOR INSULATION < °• i FINISH SYSTEM / �..Q - DRAINAGE BOARD '.<d : ;°. KNEE BRACE LAP 3FLASHiNG .REFER MEMBRANE INTO - '. ° STRUCTURAL TRACK da ` EIFS WEEPS J d — - — — - CONCRETE MAT URETHANE SEALANT 4.8 4.9 5 - 24 GA. GALVALUME - WALL FINISH REFER COUNTERFLASHING SECURED TO FINISH SCHEDULE W/ CLAMPING BAR AND GASKET HEAD FASTENERS MAX 12 O.C. FOAM ROD TUBING fi: METAL COATED A : EDGE FASTENED 12 O.C. STAGGERED a '.. ♦ •. d °< :.•, °`:: • FASTENER AND FASTENING ENIN'_ G PLATE 12"O.C.MAX 8X12X16 CONCRETE SPLICING CEMENT d CURB LAP SEALANT a, ♦ ° 4 _ . ° .. , % / ;': HYDROPHILIC3" ~°WATERSTOP SYSTEMINSULATION ° d,l d4=,ae ,- Q,a PO 4 °. •'4° ♦; WALL BASE AND FLOOR d . ° " a: / — — — - — — — — 61 WOOD BLOCKING T.O. P 118' -1' MODIFIED PARAPET FLASHING 1/4" COVERBOARD ADHERED TO CONCRETE MASONF UNITS CONCRETE MASONF UNITS TERMINATION BAR W/ FASTENERS, 12" O.C. MAX. W/ 3/8" THICK BUTYL SEAL TAPE LAP SEALANT zz3/8" THICK BUTYL SEAL TAPE TERMINATION BAR W/ FASTENERS, 6" O.C. MAX. SINGLE PLY ROOF MEMBRANE FLASHING HEAT WELD EXISTING TILT -UP CONCRETE WALL - THERMOPLASTIC RETAINER WITH COMPRESSIBLE INSULATION FILL T.O.0. ° ' FINISH. REFER TO — / 113 5 BOARD SYSTEM I I SLAB a 'd ° ° ° : '.i°. FINISH SCHEDULE /�� t1 ° A• e 4. a . o d a •° d EXTERIOR g ° - = °.b .. A:o INSULATION ° •d- q 9 �y}• FINISH SYSTEM SOFFIT ON 3 5/8" = ° METAL STUDS WALL SECTION DETAIL 3� = 11-0 MODIFIED PARAPET FLASHING '6." METAL STUD'. i .:,.FASTENER ..... : .1/4" COVERBOARD ADHERED TO CONCRETE :.MASONRY UNITS I MODIFIED BITUMEN 4" CANT STRIP ROOFING MEMBRANE 1/4" COVERBOARD ::. T MIN. , .3" MIN. 3" MIN. ROOF INSULATION = WOOD BLOCKING WALL SECTION DETAIL 3" = 1'-0" FLOOR 1 ° ¢ . ; p .• _ — ' 0" ••_ °17— 100a ! d ° °-CONTINUOUS : d ° Q a _ ' d . _ . d • V •-SOFFIT VENT BASE DETAIL 3" = 1'-0" PIPE PENETRATION CONTINUOUS 6" MINIMUM FLANGE SET BEAD OF SEALANT IN MULTI -PURPOSE FLASHING CEMENT DRAW BAND OVER FIELD PLIES SHEET METAL ROOFING SYSTEM RAIN COLLAR POURABLE SEALANT COVERBOARD `.' < NON -SHRINK GROUT INSULATION Z METAL PENETRATION i■■■■■i� ��ii■■■- Lij PIPE i PENETRATIONS iA. DETAIL \ V V l 3" = 1'-0" ♦ � u d � - P �- 0:40 ° : / TOP OF WALL WALL SECTION DETAIL 1 1 /2" = 1'-0" 12" 9" 6" 3" 0' SCALE IN FEET - 3" =1'-0" a Haskell Company ARCHITECTURE #AA28003282 o'�E.OF Fl n- i � ARoOI24M 9FD AaG` LORNE C. JOHNSTON ARCHITECTURE rn N o� 0 O U. 00 w O Lu o� 0 o oN ci a O w Q 04 u = cM W Q (D � ". O z 2 OJ m � m G m LL LL Q LL N Q `b'Q cal-- dcn a J N e U w z , � 0 z o m J Z � J � ~ o �I ? 2 U 0 O C F- v ~ U Q � W CD c� J z z j w D m o a SHEET IDENTIFICATION A-312 r•7 'Id M DI v 11, I II f2 12" (NTS) 731411 311 = 1'-011 CONCRETE . MASONRY UNIT + d o CONCRETE MASONRY UNIT. -�— EXTERIOR INSULATiON FINISH SYSTEM ON DRAIN BOARD SYSTEM CONCRETE MASONRY UNIT LINTEL. BACKER ROD AND SEALANT AT PERIMETER OF FRAME, TYPICAL BOTH SIDE OF FRAME. FRAME DOOR. 2" SEALANT AT PERIMETER OF FRAME, TYPICAL BOTH �-- FRAME `— DOOR EXTERIOR INSULATION FINISH SYSTEM ETAI L Z•Z•7 7 REFER TO HARDWARE SET FOR TYPE OF HARDWARE. ALUMINUM THRESHOLD. THRESHOLD TO BE ADA COMPLIANT. SET THRESHOLD IN MASTIC. THRESHOLD DETAIL 2 3 12" (NTS) CONCRETE MASONRY UNIT INSULATION FINISH SYSTEM uEXTERIOR SEALANT AT PERIMETER OF FRAME, TYPICAL BOTH SIDE OF FRAME CONCRETE MASONRY UNIT LINTEL O STORM -PROOF LOUVER I 811 00 LOUVER HEAD 311 10-011 CONCRETE MASONRY UNIT SEALANT AT PERIMETER. OF FRAME, TYPICAL BOTH SIDE OF FRAME. e _d -d ' -4 LOUVER EXTERIOR INSULATION FINISH SYSTEM LOUVER JAMB DETAIL CONTRACTOR TO COORDINATE WITH MANUFACTURERS OF FEMA RATED DOORS AND LOUVERS TO PROVIDE FEMA RATED CONNECTIONS TO CMU AND CONCRETE ROOF DECK PER MANUFACTURERES INSTRUCTIONS LOUVER SILL DETAIL LOUVER SEALANT AT PERIMETER OF FRAME, TYPICAL BOTH SIDE OF FRAME EXTERIOR. INSULATION FINISH SYSTEM CONCRETE MASONRY UNIT EXTERIOR INSULATION FINISH SYSTEM SEALANT l PREIFINISHED METAL THR�-WALL SCUPPER l 00 ELAStOMERIC SEALANT I I N EXTERIOR INSULATION FINISH SYSTEM 5 MODIFIED PARAPET FLASHING 1/4" COVERBOARD ADHERED TO CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS FASTENER MODIFIED BITUMEN 8" MIN 3" MIN 3" MIN ROOFING MEMBRANE 1/4" COVERBOARD 111111 w • r > t-- dd d';a ° - + ,,tea• d a d11,ROOF INSULATION da- a a'4" - �' as •°-',a•.a,'aa .,;�_ - ° [NFIe WOOD�,QCKiNG. 4+ ! a a WITHaROi" INSUC�ITION a WOOD BLOCKING THRU-WALL SCUPPER DETAIL 311 = 11-011 EXTERIOR INSULATION FINISH SYSTEM SEALANT CV PRE -FINISHED METAL THRU-WALL SCUPPER — 00 ELASTOMERIC SEALANT — EXTERIOR INSULATION — MODIFIED PARAPET FLASHING — 1/4" COVERBOARD ADHERED TO CONCRETE MASONRY UNITS — CONCRETE MASONRY UNITS — FASTENER 4" CANT STRIP FrEg, %Mii4 ► AN MODIFIED ►�` '•• FINISH SYSTEM W =° 4. ° a ROOF INSULATION • e- d. -• a, e INFILL WOOD BLOCKING WITH ROOF INSULATION WOOD BLOCKING THRU-WALL OVERFLOW SCUPPER DETAIL 311 = 1'-011 , — BENHAM a Haskell Company ARCHITECTURE #AA2MM262 LORNE C. JOHNSTON ARCHITECTURE U� a rn T— Oo iA O Z O U =o z Oo O LL uj m O 0 't— O N oN U �0 w u M r. ice) ¢ F-- =J ¢ H m JLL O = m m to N J m U- PILLQ1 m 1ILLx 104 0. 3 N F-- co LLI Z e, � O Z O O m Z � J Z = a Z go LI LF- 0 ~ 5 N W Q Z � Z F- W 5 w n SHEET IDENTIFICATION A-313 i d y`�r Y+ T. i"- oQ� Pi W a g� 6. t� +r F= qJ �_ i= }� C U i�S N • Z C? y 0 2 3 4 5 MECHANICAL ABBREVIATIONS MECHANICAL LEGEND A E L S — G NATURAL GAS, LOW PRESS CCHS — CRITICAL CHILLED WATER SUPPLY — CCHR — CRITICAL CHILLED WATER RETURN —CHWS— CHILLED WATER SUPPLY-— —CHWR— CHILLED WATER RETURN PCHS PRIMARY CHILLED WATER SUPPLY PCHR— PRIMARY CHILLED WATER RETURN SCHS SECONDARY CHILLED WATER MMARY CHILLED WATER SCHR— RETURN CWS CONDENSER WATER SUPPLY CWR CONDENSER WATER RETURN C CONDENSATE DRAIN DRN DRAIN GHPS GROUND SOURCE HEAT PUMP WATER SUPPLY GHPR GROUND SOURCE HEAT PUMP WATER RETURN —�-� RISER DOWN (ELBOW) -f-0 RISER UP (ELBOW) RISE OR DROP ., TEE DOWN TEE UP t TOP CONNECTION "' BOTTOM CONNECTION SIDE CONNECTION PIPE ANCHOR PIPE EXPANSION JOINT GATE VALVE FT THERMOSTAT Fc-0-21 CARBON DIOXIDE SENSOR P DUCT S.P. SENSOR ® DUCT SECTION, SUPPLY DUCT SECTION' EXHAUST OR RETURN CEILING DIFFUSER SQUARE � PATTERN. NO ARROWS INDICATE 4-WAY AIR PATTERN RETURN, EXHAUST, OR TRANSFER REGISTER SUPPLY AIR TROFFER O SIDE OR TOP INLET j�► I a linked Compay, ENGINEEMG#3130 � s A AIR E EAST L ANGLE S SOUTH ABV ABOVE EA EACH LAB LABORATORY S/A SUPPLY AIR AC ALTERNATING CURRENT E/A EXHAUST AIR LAT LEAVING AIR TEMPERATURE SC SELF CLOSING A/C AIR CONDITIONER EAT ENTERING AIR TEMPERATURE LB POUND, POUNDS SCI SEWER CAST IRON PIPE `,,\Nfiffffffffffff' ,,r GNAE: .••` �� •••••••••. �°'••, �; ••''�C S ''•.'9 '• t��:' 7 ': sz o, 86748 * ,o : S TE OF '�� 0.R14'� s' "'�SF•��'""" ' G��`••• Sf '- nNAt;:,.••• JASONWAIXINS hEWHICALENGINEER REG. NO.86749 ACFM ACTUAL CUBIC FEET PER MINUTE E/E END TO END LDG LANDING SCH SCHEDULE, SCHEDULED ACST ACOUSTIC EF EXHAUST FAN LF LINEAR FEET SD SMOKE DAMPER AD ACCESS DOOR -DUCT/CEILING EL ELEVATION LG LONG SEC SECOND ADD ADDENDUM ELEC ELECTRIC, ELECTRICAL LH LEFT HAND SECT SECTION ADJ ADJUSTABLE ELL ELBOW LHR LEFT HAND REVERSE SENS SENSIBLE AFF ABOVE FINISHED FLOOR EELL ME EMERGENCY LKR LOCKER SERV SERVICE AFMP AIR FLOW MONITOR PRIMARY ENCL ENCLOSURE LP LOW PRESSURE SEW SEWER AHU AIR HANDLING UNIT ENGR ENGINEER LWT LEAVING WATER TEMPERATURE Sim SIMILAR AL ALUMINUM EQUIP EQUIPMENT LWCO LOW WATER CUT OFF SP STATIC PRESSURE ALT ALTERNATE EST ESTIMATE SP GR SPECIFIC GRAVITY AMP AMPERE EWC ELECTRIC WATER COOLER M SPEC SPECIFICATIONS APPD APPROVED EWT ENTERING WATER TEMPERATURE M or K THOUSAND SQ SQUARE APPROX APPROXIMATE EXIST EXISTING MACH MACHINE SQ FT or SF SQUARE FOOT OR FEET APRS AIR PRESSURE REDUCING STATION EXP EXPOSED MACH RM MACHINE ROOM SQ IN SQUARE INCH OR INCHES ° u F a 3 n v THICKNESS TURNING VANES LL CAB CABINET FTF FACE TO FACE O/A OUTSIDE AIR PENDANT SPRINKLER HEAD' TEMP AND PRESS RELIEF CFM CUBIC FEET PER MINUTE FTG FITTING OC ON CENTER V REDUCER, ECCENTRIC CH CABINET HEATER FTR FLUE THRU THE ROOF OD OUTSIDE DIAMETER V VOLT FIRE DEPARTMENT CONNECTION 90 DEGREE ROUND HORIZONTAL CI CAST IRON OFF OFFICE VAC VACUUM REDUCER, CONCENTRIC ELBOW, o s CIP CAST IRON PIPE G OPNG OPENING VENT VENTILATE, VENTILATION DFIRE HYDRANT o CIR CIRCLE CIRCULAR G NATURAL GAS OPP OPPOSITE VERT VERTICALCAP OR BLIND FLANGE c114 CL CENTER LINE GA GAUGE ORIG ORIGINAL VFI VARIABLE FREQUENCY INVERTER-1— STRAINER, "Y" TYPE FIRE HOSE CABINET CLG CEILING GAL GALLON, GALLONS OZ. OUNCE VOL VOLUME- FHC FOR OCCUPANT'S USE 45 DEG. RECTANGULAR. BEND U �o CO CLEANOUT GALV GALVANIZED VP VENT PIPE _ STRAINER, "BUCKET" TYPE COL COLUMN GEN GENERATOR P VS VENT STACK FHE FIRE HOSE W/FIRE w EXTINGUISHER CABINET - [ SUCTION DIFFUSER 45 DEG. RECTANGULAR BEND, Qi o COMPR COMPRESSOR GI GALVANIZED IRON PAR PARALLEL VTR VENT THRU THE ROOF m FLOW IN DIRECTION OF ARROW 1-1/2 RADIUS = chi CONC CONCRETE GPH GALLONS PER HOUR PERF PERFORATED HVC FIRE HOSE VALVE IN CABINET c,0 _j a CONN CONNECTION GPM GALLONS PER MINUTE PERP PERPENDICULAR W/-` PIPE SLOPE IN DIRECTION OF ARROW CONST CONSTRUCTION GPRS GAS PRESSURE REDUCING STATION PH PHASE W WATT, WATER FEC FIRE EXTINGUISHER CABINET Z o .�j CONT CONTINUE GR GRADE PL PLATE W/ WITH PT PRESSURE AND TEMPERATURE 45 DEG. ROUND BEND, CO c _j Qco V NTR CONTRACTOR GSKT GASKET PLAT PLATFORM WC WATER COLUMN TE T PL PETE PLUG 1-1/2 RADIUS _ o¢ 199 Doc �o ca 3 CO 0 O FE HAND EXTINGUISHER S UG ( S ) US w ch y CPM CYCLES PER MINUTE PLMB PLUMBING W CAB WALL CABINET CPS CYCLES PER SECOND H PNEU PNEUMATIC WDW WINDOW VACUUM BREAKER z CS CARBON STEEL HB HOSE BIBB PRV PRESSURE REDUCING VALVE WF WIDE FLANGE STEEL NOTE: AIR DISTRIBUTION DEVICES ARE AIR VENT, AUTOMATIC ROUND PRESSURE TAP J w CSG CASING HD HEAD PSI POUNDS PER SQUARE INCH WH WATER HEATER DENOTED AS ILLUSTRATED BELOW: AIR VENT, MANUAL WITH MANUAL VOLUME DAMPER CT COOLING TOWER HD WHL HAND WHEEL PSIA POUNDS PER SQ INCH ABSOLUTE WHA WATER HAMMER ARRESTOR wZ CTR CENTER HGT HEIGHT PSIG POUNDS PER SQ INCH GAGE WI WROUGHT IRON SIZE --� �_ UNION - CU COPPER HORZ HORIZONTAL % PERCENT WM WATER METER CFM, BLANK IF NOT ADJUSTABLE FLEXIBLE PIPE CONNECTION STRAIGHT SIDED BRANCH CU CUBIC HOSP HOSPITAL W/0 WITHOUT _ SPLIT. TRANSITION TO U T CF CUBIC FOOT OR FEET HP HORSE POWER R WP WORKING POINT 6"-150-S'I� DEVICE TYPE WATER HAMMER ARRESTOR FULL SIZE BEFORE ELBOW. CU IN or Cl CUBIC INCH OR INCHES HPT HIGH POINT R RADIUS WPRS WATER PRESS REDUCING STATION CUB CENTRAL UTILITIES BUILDING HR HOUR R/A RETURN AIR WT WEIGHT — EXPANSION JOINT CW DOMESTIC COLD WATER HTR HEATER RAD RADIATOR, RADIANT B GENERAL NOTES: _ _ BRANCH SPLIT. TRANSITION TO CYC CYCLE HVY HEAVY RD ROOF DRAIN Y 1. SYMBOLS & ABBREVIATIONS MAY APPEAR ON THIS SHEET AND NOT ON THE PLANS. FULL SIZE BEFORE ELBOW, RECIRC RECIRCULATE RECIRCULATOR YD YARD 2. DRAWINGS SHOWING MECHANICAL WORK ARE DIAGRAMMATIC. THE CONTRACTOR SHALL REFER TO C� D I RECT RECTANGULAR YH YARD HYDRANT o ARCHITECTURAL AND ENGINEERING DRAWINGS FOR GUIDANCE AS TO DIMENSIONS CEILING HEIGHTS DOOR Z O o DA DRIP ASSEMBLY ID INSIDE DIAMETER RED REDUCER YP YIELD POINT zi Z • SWINGS, ROOM FINISHES, ARCHITECTURAL DETAILS AND LOCATIONS OF EQUIPMENT, DUCTS, PIPES, WYE SPLIT. TRANSITION TO DB DECIBEL IE INVERT ELEVATION REF REFERENCE, REFER YS YIELD STRENGTH MECHANICAL SYSTEM EQUIPMENT AND OUTLETS AND THE LIKE AND SHALL INSTALL THE MECHANICAL12 DC DIRECT CURRENT IH INTAKE HOOD REG REGISTER REGULATOR FULL SIZE BEFORE ELBOW. O Z ' SYSTEMS WITHOUT INTERFERENCE WITH OBSTRUCTIONS. °D O • DEG or ° DEGREE IN INCH INCHES READ REQUIRED ¢ } 3. LOCATION OF THERMOSTATS SHALL BE ON INTERIOR WALLS APPROXIMATELY 4'-0" AFF AND SHALL BE Z F= DEPT DEPARTMENT INS INSULATION, INSULATE RET RETURN _j Q COORDINATED WITH SWITCHES, ETC. AT LOCATION SHOWN ON DRAWING. 3:¢ DET DETAIL INT INTERIOR, INTERNAL REV REVISE, REVISION 4. THE TERM "PROVIDE" USED IN THE PROJECT SPECIFICATIONS AND DRAWINGS SHALL MEAN TO FURNISH END CAPS Z F- U W Z DF DRINKING FOUNTAIN INV INVERT RF RAISED FACE FLANGE INSTALL, CONNECT, AND PLACE IN SERVICE COMPLETELY IN THE SPECIFIED OR APPROVED MANNER THE ITEM z Z Z m w DIA or 0 DIAMETER IPS IRON PIPE SIZE RH RELATIVE HUMIDITY AND/OR MATERIAL DESCRIBED. O a m w DIAG DIAGRAM RUA RELIEF AIR F= FALL IN DUCT ELEV ~ w � J w d DIM DIMENSION J RM ROOM - F3 � ¢ m DISC DISCONNECT JC JANITOR'S CLOSET RPM REVOLUTIONS PER MINUTE R= RISE IN DUCT ELEV Q v DLS DROP LEG SERVICE JB JUNCTION BOX RPS REVOLUTIONS PER SECOND o MAN BARS Z z DN DOWN JT JOINT RV RELIEF VALVE U v DP DEW POINT O ROUND, DIAMETER ? w w DR DRAIN K m 0 DS DOWN SPOUT K or M THOUSAND a DSL DROP SERVICE LEG KP KICK PLATE DW DISHWASHER KW KILOWATT SHEET DWG DRAWING KWH KILOWATT HOUR IDENTIFICATION M-001 — ARCH. ARCHITECT, ARCHITECTURAL EXP JT EXPANSION JOINT MB -MAN BARS SS STAINLESS STEEL HWS HEATING WATER SUPPLY BALANCING VALVE SIDEWALL SUPPLY� REGISTER OR GRILLE ASSY ASSEMBLY EXT EXTERIOR EXTERNAL MAX MAXIMUM STA STATION HWR HEATING WATER RETURN PLUG COCK/GAS STOP AUTO AUTOMATIC MATL MATERIAL STD STANDARD—SHW&-- SECONDARY HEATING WATER SUPPLY LINEAR DIFFUSER, NO ARROWS AV ACID VENT F MECH MECHANICAL STRUCT STRUCTURAL CHECK VALVE INDICATE 2-WAY AIR PATTERN AVG AVERAGE F FAHRENHEIT MED MEDIUM SUP SUPPLY—SHWR-- SECONDARY HEATING WATER RETURN RS REFRIGERANT SUCTION GLOBE VALVE MTD = MOTORIZED DAMPER AVTR ACID VENT THRU ROOF FAB FABRICATED MET METAL SUSP CLG SUSPENDED CEILING GD = GRAVITY DAMPER AW ACID WASTE FC FOOT CANDLE MEZZ. MEZZANINE SWP STEAM WORKING PRESSURE RG REFRIGERANT GAS SOLENOID VALVE MTD OA =OUTSIDE AIR DAMPER FD FLOOR DRAIN, FIRE DAMPER MFG MANUFACTURER, MANUFACTURED CF CHEMICAL FEED RA = RETURN AIR DAMPER B FDN FOUNDATION MH MANHOLE T —�� BALL VALVE AF ACID FEED ACCESS BD = BACKDRAFT DAMPER BD BALANCING DAMPER FF FLAT FACE FLANGE MIN MINIMUM T/A TRANSFER AIR BALL VALVE WITH SAFETY VENT FD = FIRE DAMPER SW SOFT WATER BFPD BACK FLOW PREVENTION DEVICE FF FINISHED FLOOR MISC MISCELLANEOUS TCP TEMPERATURE CONTROL PANEL FSD = FIRE AND SMOKE DAMPER BL BUILDING LINE FH FUME HOOD MK MARK TDH TOTAL DYNAMIC HEAD —FOS— FUEL OIL SUPPLY I-- BUTTERFLY VALVE SD = SMOKE DAMPER BLDG BUILDING FIG FIGURE MOD MODEL, MODIFY TDV TRIPLE DUTY VALVE FOR FUEL OIL RETURN ANGLE VALVE RLA = RELIEF DAMPER r-�i-- BLD FLG BLIND FLANGE FIN FINISH MTG MOUNTED TEMP TEMPERATURE UNINSULATED LINES -DISTANCE 90 DEGREE RECTANGULAR BLW BELOW FIX FIXTURE THD THREAD TRIPLE DUTY VALVE (TDV) B/M BILL OF MATERIALS FL FLOOR N THK THICK THICKNESS FROM FF TO BOP ELBOW UP WITH SINGLE BOD BOTTOM OF DUCT FL MTD FLOOR MOUNTED N NORTH THRU THROUGH 11'-0 INSULATED LINES - DISTANCE TRIPLE DUTY VALVE (ANGLE) THICKNESS TURNING VANES BOP BOTTOM OF PIPE FLG FLANGE NC NORMALLY CLOSED TOD TOP OF DUCT FROM FF TO BOI CONTROL VALVE, PNEUMATIC 90 DEG. ELBOW UP BOT BOTTOM. FOR FUEL OIL RETURN NCOR NON -CORROSIVE TRANS TRANSFORMER AL 90 DEGREE RECTANGULAR BRKT BRACKET FOS FUEL OIL SUPPLY NIP NIPPLE T STAT THERMOSTAT - REMOVE EXISTING TO THIS POINT CONTROL VALVE, PNEUMATIC, 3 WAY ELBOW DOWN WITH SINGLE BS BLACK STEEL FPM FEET PER MINUTE NO NORMALLY OPEN TYP TYPICAL CONTROL VALVE,. ELECTRIC THICKNESS TURNING VANES BSMT BASEMENT FPS FEET PER SECOND NO. or# NUMBER TIE-IN TO EXISTING AT THIS POINT BTU BRITISH THERMAL UNIT FR FROM NOM NOMINAL U 4CONTROL VALVE, ELECTRIC, 3 WAY 90 DEG. ELBOW DOWN FRP FIBERGLASS REINFORCED PLASTIC NS NON SLIP UH UNIT HEATER UPRIGHT SPRINKLER HEAD BACKFLOW PREVENTION DEVICE C FSD FIRE/SMOKE DAMPER NTS NOT TO SCALE UL UNDERWRITER'S LABORATORIES 90 DEGREE RECTANGULAR C or COND CONDENSATE FT FOOT, FEET UNFN UNFINISHED PENDANT SPRINKLER HEAD ASME RELIEF VALVE ELBOW WITH SINGLE CT C CENTER TO CENTER FTD FLOOR TILE DIFFUSER 0 UNO UNLESS NOTED OTHERWISE U os 00 0 O H D� 28 0w O w Lu 2 3 n I I 14"xl4"-750-R1_ (TYP OF 2) 10"x10" OA- 16"xl6"-320-L4- ABOVE CEILING 12'-0" TO TOP OF LOUVER C FULL SIZE RETURN PLENUM BOX 48"x24"-L5 8'-0" TO TOP OFLOUVER FULL SIZE RETURN PLENUM BOX 0 ABOVE CEILING 12'-0" TO TOP OFLOUVER 16"xl6"-320-L6- 10"x1Off OA- 14"x14"-750-R1 (TYP OF 2) a 9 i I �-48'x24"-L3 / T TO TOP OFLOUVER 1n i ■ ® 1 I = REFRIGERANT LINES .� JUL 9 1 10" 250-S1 (TYP OF 6) N I 48"x24"-L1 i 6-0" TO TOP OFLOUVER r4 ALCOVE, 102 Ito-50-S1 ALCOVE 101 6"xl6"-L7 1110 CD ABOVE CEILING 1"0 6" xl6"-L8 PLAN NORTH n.1 HVAC PLAN - BUILDING ADDITION 1/4" = 1'-011 ROUTE CON DISCHARGE TO DRY WEI 8ll)Q411-1 3'-4" TO TOP OF LOUVER DI D .L :NSATE AWN 4.9 — K.2 GENERAL NOTES: 1. THERMOSTAT IS TO BE AT 48" AFF. (ADA COMPLIANT HEIGHT) 3 1348 Ftast`ei! 2. ROUTE ALL PIPING IN SLEEVES THROUGH CONCRETE ROOF ENGINEERING SLAB. COORDINATE OPENINGS WITH STRUCTURAL. 3. PROVIDE A MANUAL DAMPER AT EACH BRANCH TAKE OFF TO DIFFUSERS, REGISTERS, AND GRILLES IN ALL SUPPLY, °�� •"""••• �'1����'• RETURN AND OUTSIDE AIR DUCTWORK. r:p?•' '•�CS•'••.�j� 4.. ALL. PIPING AND DUCTWORK SHALL BE COORDINATED WITH c ' No. sC 8674g ALL ITEMS LOCATED ABOVE THE CEILING INCLUDING BUT NOT LIMITED TO STRUCTURE, LIGHTS, SPEAKERS, ETC.'ka ';' S TE 5. PROVIDE 4" HOUSEKEEPING PAD FOR HP-1 AND HP-2. •�opp 6. PROVIDE INSULATION FOR REFRIGERANT PIPING AND ti%'ids ••�?)D'' ���',� CONDENSATE DRAIN PER THE SPECIFICATIONS. MAL JASON WATKINS MECHANICAL ENGINEER REG. NO.86748 KEYED NOTES: SUSPEND INDOOR UNIT FROM STRUCTURE PER. MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE STEEL CHANNELS AND/OR ANGLES TO SPAN STEEL BEAMS AND SUPPORT UNITS. ROUTE CONDENSATE DRAIN FROM AHU'S TO NEW DRY WELL AS SHOWN. SLOPE PIPING AT 1 % AND ROUTE PIPING DOWN EXISTING WALL. CONDENSATE PIPING SHALL BE INSULATED TYPE L COPPER TUBING WITH SOLDERED JOINTS. O ROUTE REFRIGERANT PIPING UP THROUGH ROOF SLAB TO HEAT PUMP ABOVE. SIZE PER MANUFACTURER'S RECOMMENDATIONS. KEY PLAN: 2' 0f 4' 81 SCALE IN FEET -1/4" = 1'-0" 71ON 2' N o� 0 z 0 m� Oo O U. m co 0 co 0 �N �O Q j a O w � N � o con Oto z = oC6 � o y (A CIS! J_ �_ 2� IIV) w O= Q'�� � 010 a co_ a N FJ- w z Z o o 0 m ~ � J Q Q z Z �. Zg U Q Es J a U w m ' Q g Z a w D O Z z 2 w m O 0 n. SHEET IDENTIFICATION M-101 m, N I C SECURE WIRE I■ a 1 I 2 INSULATED RIGID DUCT RUNOUT,SAME SIZE AS DIFFUSER NECK UNLESS OTHERWISE NOTED INSULATED FLEXIBLE DUCT, MAX. LENGTH 5 FEET DIFFUSERSEE PLANS FOR TYPE CALLOUT SPIN -IN FITTING SUPPLY DUCT i SURFACE � � � LAY -IN MOUNT SUPPLY MOUNTING DIFFUSER DIFFUSER -.SUPPLY INSTALLATION DETAIL NO SCALE STRAP HANGERS TRAPEZE HANGERS HANGER STRAPS STRAP OR ANGLE — 60" MAX. SIZE SCREWS BOLT(S) FOR LOAD — SCREWS MAY BE � L, MIN. OMITTED IF HANGER LOOPS BAND OF SAME SIZE AS HANGER STRAP LOAD RATED FASTENERS HANGER SIZES RECTANGULAR DUCT DUCT WIDTH STRAP SIZE SPACING UP TO 60" 1 " X 16 GA. 10'-0" OVER 69' 1 1 /2 " X 16 GA. 8'-0" HANGER SIZES ROUND DUCT DUCT DIAMETER STRAP SIZE SPACING UP TO 18111 X 16 GA. 101.0of 19 TO 36" 1 " X 12 GA. 10'-0" El OVER 36' 2" X 16 GA. 10'-0" GENERAL NOTE: PROVIDE STEEL CHANNELS AND/OR ANGLES TO SPAN STEEL BEAMS TO ATTACH HANGARS TO AND SUPPORT UNITS. DUCT HANGER LOWER A NO SCALE TTACHMENT DETAIL 3 4 1" FLANGE AND HEM BOLT ON 4" CENTERS ALTERNATE 1" x 1/8" BAND IRON POCKET POSITION OF BOLT SLIP r_ JILL FLEXIBLE MATERIAL AS SPECIFIED - SHEET METAL FLANGED CONNECTION ON FAN SIDE —� DUCT FL NO SCALE WASHER AS SPECIFIED L FLANGED CONNECTION 1-112"MIN TO 3" MAX INSTALLED ON FAN SIDE 6" NOMINAL WITH MATERIAL TAUT 5116" FLANGE SHEET METAL SCREWS BOLT ON 4" CENTERS ON 4" CENTERS 1" X 1/8" RIVETS ON DRAW BAND 4" CENTERS /32 16 WASHER 1/2" 1/2" DUCT. 1-1/2" MIN TO 3" MAX INSTALLED 6" NOMINAL WITH MATERIAL TAUT EX ROUND AND RECTANGULAR CONNECTION SINGLE THICKNESS TURNING VANES i NOTE: USE THIS DESIGN WHERE SQUARE 900 ELBOWS ARE SHOWN ON:DRAWINGS OR IF SPACE DOES NOT PERMIT ROUND 900 ELBOWS. ROUND 900 ELBOW SQUARE 90° ELBOW MAX. SLOPE 1" IN 4" RECTANGULAR TRANSITION i MAX. RECT. DUCT SLOPE 1" IN 4„ 15/32" � 15132 ROUND DUCT 1 1" TURNING VANES DETAIL RECTANGULAR TO ROUND TRANSITION GENERAL NOTE: REFER TO SPECIFICATION REGARDING SINGLE OR DOUBLE WALL VANE CONSTRUCTION. DUCT LAYOUT DETAIL NO SCALE DUCT TO BE SAME SIZE AS GRILLE CONNECTION DUCT INSULATION SECURE DUCT TO REGISTER WITH SHEET METAL SCREWS (TYP.) LAY -IN CEILING �— I� RETURN OR EXHAUST REGISTER (SEE PLANS AND SCHEDULE) � RETURN NO SCALE SEALANT CLAMPING RING PRE -MOLDED PIPE SEAL SEALANT f IF 9- AIR FLOW SURFACE MOUNT REGISTER DETAIL PIPE THRU ROOF IF PIPE IS INSULATED CARRY INSULATION UP INTO CURB RISER CLAMP (SUPPORT ON ROOF DECK) ROOFING SEAL ALL OPENINGS WITH NON -HARDENING CAULK ROOF DECK 5 PIPE THRU ROOF PENETRATION DETAIL NO SCALE 1 e kl�sioeil'C�t►psny ENGINEERING 031348 JMON WATKINS AECHANIGAl. ENGINEER a a. 0 o) N Q 00 0 0 a On U O w D o� Y o. P O N �O U oti a0 WN a � o � = cM ul) CC U. O z O co) t!) N _I mQ �� V . � 0 i�iN H MQ X uj w F- w z � O Z ,c o Q Z U U zz z w Oa p w o w 0 00 z z 0 � U w m O a. SHEET IDENTIFICATION M-501 n 1 L I 0 PLAN NORTH SYMBOLS E 1� v YT-1 r I DUPLEX RECEPTACLE OUTLET,18" TO CENTER OF BOX A.F.F., UNO. GFI DUPLEX RECEPTACLE OUTLET,18" TO CENTER OF BOX A.F.F., UNO. $LV LOW VOLTAGE SWITCH, 48" TO TOP OF BOX A.F.F CONDUIT BRANCH CIRCUIT CONSISTING OF 2#12,1#12 GND, IN 1/2" MINIMUM TRADE SIZE CONDUIT GROUND WIRE ISOLATED GROUND NEUTRAL WIRE HOT WIRE OR SWITCH LEG BRANCH CIRCUIT, SLASHES DENOTE NUMBER OF CONDUCTORS HOME RUN TO PANELBOARD OR DEVICE, NO MORE THAN THREE CIRCUITS PER HOME RUN NOTES: PROVIDE #10 AWG NEUTRALS IN MULTI -WIRE CIRCUITS _ SURFACE MOUNTED PANELBOARD, MOUNT SUCH THAT THE CENTERLINE OF TOP CIRCUIT BREAKER IS NO MORE THAN 6'-6" A.F.F. 30 30 --- DENOTES SWITCH RATING 30 DISCONNECT SWITCH 30 DENOTES FUSE RATING MOTOR CONTROLLER COMBINATION MOTOR CONTROLLER LIGHTING FIXTURE. REFER TO FIXTURE SCHEDULE, SHEET E-102. NL = NIGHT LIGHT (UNSWITCHED) EXIT SIGN. REFER TO FIXTURE SCHEDULE. TELE/DATA OUTLET - 4"x4" BOX WITH 3/4"C STUBBED UP WITH BUSHING ABOVE CEILING oc OCCUPANCY SENSOR - DUAL TECHNOLOGY NF = NON FUSED I BUILDING ADDITION 100 RP5 -(L,4 AHU- R 5 -1012 242,146, t. G., I HP-1 (ON ROOF) 34N`10,,1-4, E.G. RP5-1.4,16 RP5 -5 (ON ROOF) I 3410,148, E.G. T:7. RP5 -7,9 y 3 RP -6,8 R 5-11,13 AHU-2 243,148, E.G., i BUIL%INC ADD[ _ON ��=� ... _..._... �_� _._.._... I . / RP5 -3 -N LI-11-�` 4.2 Dr-N K.9�- : LIk ') y _ 4 PLAN NORTH POWER PLAN - BUILDING ADDITION 2 1 /8" -1'-0" 0 5 GENERAL NOTES A. ALL ELECTRICAL WORK TO BE PER NEC AND ALL LOCAL APPLICABLE CODES AND ORDINANCES. B. OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE RESISTANT RATED WALLS, PARTITIONS, FLOOR OR CEILING SHALL BE FIRE STOPPED TO MAINTAIN THE FIRE RESISTANCE RATING. C. ALL CONDUITS SHALL BE SURFACE MOUNTED. D. REFER TO SHEET E-103 FOR PARTIAL ONELINE DIAGRAM AND ELECTRICAL SCHEDULES. E. ELECTICAL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH FEMA 361/ICC500. F. ROUTE CAT 6 CABLES FOR DATA OUTLETS IN CONDUIT BACK TO SWITCH IN TELECOM ROOM. COORDINATE WITH OWNER FOR CABLE TERMINATIONS. KEYED NOTES: O 1. PROVIDE RECEPTACLE WITH PROTECTIVE PLASTIC WEATHERPROOF IN -USE COVER ON MEETING ROOM ROOF FOR MAINTENANCE OF ROOFTOP MECHANICAL EQUIPMENT. 2. PROVIDE HOUSEKEEPING PAD. 3. PROVIDE UNSWITCHED HOT FROM PANEL TO LIGHTING FIXTURE FOR POWER LOSS SENSING. 8" x 8" x 4" JUNCTION BOX WITH BLANK COVER. SURFACE MOUNT ON SECURE SIDE OF WALL. FOR TRANSFORMER. ! t ------- I i CURE SIDE 1" CONDUIT WITH PULLSTRING TO IDS/PCU LOCATION. 3/4" CONDUIT WITH PULLSTRING FOR ELECTRIC STRIKE IF USED. COORDINATE WITH DOOR HARDWARE PROVIDER. ABBREVIATIONS ELECTRIC DOOR STRIKE 3 DETAIL E 01 1/2" = 1'-0" ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION A AMPERE ELEC ELECTRIC, ELECTRICAL LTG LIGHTING NF NON -FUSED, NON-FUSABLE RGS/RMC RIGID GALVANIZED STEEL CONDUIT AFF ABOVE FINISHED FLOOR EMER EMERGENCY M METER NC NORMALLY CLOSED RM ROOM AFG ABOVE FINISHED GRADE EMT ELECTRICAL METALLIC TUBING MAINT MAINTENANCE NO NORMALLY OPEN SC ' IJT. IRGUIT AHU AIR HANDLING UNIT EPO EMERGENCY POWER OFF MAX MAXIMUM NEU NEUTRAL SHLD SHIELDED AIC AMPERES INTERRUPTING CAPACITY FA FIRE ALARM MCA MINIMUM CIRCUIT AMPACITY OC OVERCURRENT SW SWITCH A.T.S. AUTOMATIC TRANSFER SWITCH FU FUSE MCB MAIN CIRCUIT BREAKER OH OVERHEAD SPD SURGE PROTECTION DEVICE AWG AMERICAN WIRE GAUGE GEN GENERATOR MCP MOTOR CIRCUIT PROTECTOR OPER OPERATOR TYP TYPICAL BKR BREAKER GF GROUND FAULT MH MANHOLE, METAL HALIDE P POLE . UNO UNLESS NOTED OTHERWISE C CONDUIT GFCI GROUND FAULT CIRCUIT INTERRUPTER MLO MAIN LUGS ONLY PC PHOTOELECTRIC CELL V VOLT CAB CABINET GND GROUND MIN . MINIMUM PNL PANEL VFD VARIABLE FREQUENCY DRIVE CB CIRCUIT BREAKER HP HORSEPOWER MOCPD MAXIMUM OVERCURRENT PROTECTIVE DEVICE PNLBRD PANELBOARD W WIRE/ WATT/ WIDTH/ WEST CCT CIRCUIT IMC INTERMEDIATE METAL CONDUIT MMS MANUAL MOTOR STARTER PVC POLYVINYL CHLORIDE W/ WITH COL COLUMN INST INSTANTANEOUS MM MOUNTED REF REFER TO/ REFERENCE WP WEATHERPROOF COMM COMMUNICATIONS JB JUNCTION BOX MTR MOTOR PWR POWER XFMR TRANSFORMER CONTD CONTINUED KA KILOAMPERE MTS MANUAL TRANSFER SWITCH REM REMOTE CU COPPER KCMIL THOUSAND CIRCULAR MILLS D DIMMERI DEER DEPTH kV KILOVOLT DIST DISTRIBUTION kVA KILOVOLT -AMPERE 8' 4' 0' 8' 16' 24' DS DISCONNECT SWITCH kW KILOWATT DWG DRAWING LA LIGHTNING ARRESTER SCALE IN FEET -1/8" = 1'-0" EN. H a. Haskell Company ENGINEERING #31348 ►lip/i No�CENg�'��sA��j '4Q . No 74518 * y R STATE OF SU OR10p► C��'�`� IONAL ��ll I1 i B ELECTRIM ENGINEER a 0 o� NQ O o 0 0 U D O O� U 0 U- Ill O V Qle U � � M W u- Q v6 f=.. J a w Z W ..a.. W W N w = -j o l - N cr) O W Z M qt 0 0 �N "o 0 zLO m I- z ...Ix .. uj W Z zg U co a O a IU U W V W W m Q w D z z � w O co OWa SHEET IDENTIFICATION E-101 I �i r 1- O a NOTE: THERE ARE NO GRAND TREES ON THE SITE SUBJECT TO IMPACTS NOTES LANDSCAPE MATERIALS LEGEND NOTE: BUFFER TREES ARE INCLUDED IN THE REQUIRED NUMBER OF TREES TO BE PROVIDED FOR TREE REPLACEMENT REVISIONS NO. DATE ■ a SCHEDULE OF EXISTING TREES (IN PROJECT WORK AREA) MARK CALIPER INCHES (D.B.H.) SPECIES REMOVE OR PRESERVE REPTREE LACEMENT (6 EVERY TWO E PROTECTED TREES REMOVED � � � ONE PROTECTED TREES REMOVED TOTAL NEW TREES REQUIRED T-001 24' LIVE OAK PRESERVE T-002 20' LIVE OAK PRESERVE T-003 26' CREPE MYRTLE REMOVE 2 T-004 16" CREPE MYRTLE REMOVE 1 T-005 20" CREPE MYRTEL REMOVE 1 T-006 12' ELM PRESERVE T-007 18' ELM PRESERVE T-008 12' ELM PRESERVE TOTAL SUB -TOTAL 2 SUB -TOTAL 2 REQUIRED REPLACEMENT TREES 4 LANDSCAPE/TREE PLAN BUILDING ADDITION REMENT (4) NEW EW NORTH IN UNDER T-003 T-004 T-005 NOTE #1 T-006 1. SOD ALL AREAS SPECIFICALLY NOTED ON THE PLANS. INSTALL ST. AUGUSTINE'FLORATAM' SOD ONLY AT LAWN AREAS BEING IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM AS SHOWN ON THE IRRIGATION PLANS. ALL OTHER LAWN AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED WITH ARGENTINE BAHIA SOD INCLUDING AREAS WITHIN RIGHT-OF-WAY DAMAGED BY CONSTRUCTION. HOLD BACK SOD (6) FEET FROM THE TRUNKS OF EXISTING TREES TO BE PRESERVED. 2. MULCH ALL PLANTING BEDS AND AROUND INDIVIDUAL TREES TO A MINIMUM DEPTH OF 3 INCHES WITH AN APPROVED ORGANIC MULCH. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO STARTING WORK IN COMPLIANCE WITH LOCAL AND STATE LAWS. 4. WHERE TWO OR MORE ROWS OF PLANTS ARE SIDE BY SIDE IN THIS DESIGN, IT IS THE INTENT THAT ROWS BE STAGGERED IN A TRIANGLE TO COMPLY WITH LOCAL REQUIREMENTS, IF APPLICABLE. 5. ROOT PRUNING OF EXISTING TREES SHALL BE ACCOMPLISHED PRIOR TO THE START OF ANY WORK ON THIS PROJECT, IF EXISTING TREES ARE PRESENT WHICH ARE IDENTIFIED AS REQUIRING ROOT PRUNING. 6. PRUNING OF NEW & EXISTING TREES SHALL BE PERFORMED IN ACCORDANCE WITH THE ANSI A 300 PRUNING STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). GRAND TREES SHALL BE PRUNED ONLY BY AN ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) OR A REGISTERED CONSULTING ARBORIST WITH THE AMERICAN SOCIETY OF CONSULTING ARBORISTS (ASCA). A NOTARIZED AFFIDAVIT AFFIRMING AN ISA CERTIFIED ARBORIST OR AN AXCA REGISTERED CONSULTING ARBORIST SHALL BE SUBMITTED TO CITY OF ZEPHYRHILLS PRIOR TO THE PRUNING OF A GRAND OAK. 7. CONTRACTOR SHALL BARRICADE ALL EXISTING TREES IN ACCORDANCE WITH CITY OF ZEPHYRHILLS CODES. SEE SHEET L104 FOR DETAILS AND PLACEMENT. 8. IT SHALL BE UNLAWFUL TO UNDERTAKE THE FOLLOWING ACTIVITIES WITHIN THE DRIP LINE OF AN EXISTING TREE REMAINING ON THE SITE, UNLESS OTHERWISE APPROVED BY THE CITY OF ZEPHYRHILLS; REMOVE VEGETATION, EXCEPT BY HAND, OR PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND, OR UNDERTAKE ANY OTHER LAND ALTERATION OR CONSTRUCTION ACTIVITY WHICH WOULD CAUSE THE TREE TO DIE WITHIN A PERIOD OF TWO YEARS. 9. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE SHALL BE SEVERED CLEAN AT THE BOUNDARY OF THE AREA TO BE PRESERVED AROUND THE TREE. 10. ALL PLANTS AND TREES SHALL CONFORM TO THE STANDARD FOR GRADE #1 OR BETTER AS GIVEN IN THE LATEST "GRADES AND STANDARD FOR NURSERY PLANTS, PARTS 1 AND 11, "FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES OR THE THE STANDARDS AS GIVEN BE FLORIDA #1 OF BETTER IN ACCORDANCE WITH' GRADES AND STANDARDS FOR NURSERY STOCK," AMERICAN NATIONAL STANDARDS INSTITUTE. 11, WARNING: UNDERGROUND AND/OR ABOVE GROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION. CALL 811 SUNSHINE UTILITY NOTIFICATION CENTER TWO DAYS BEFORE ANY EXCAVATION IS TO BE UNDERTAKEN. 12, ALL CONSTRUCTION SHALL COMPLY TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF CITY OF ZEPHYRHILLS, FLORIDA. 13. EXCAVATE ALL DELETERIOUS SOILS WHERE DISCOVERED WHICH WOULD BE HARMFUL TO HEALTHY PLANT AND TREE GROWTH SUCH AS LIME ROCK, CLAYS, JUNK, DEBRIS, ROCKS, STONES ETC. TO A DEPTH OF 24" FROM FINISH GRADE OR AS DETAILED FOR EXCAVATION FOR PLANT AND BALL PITS FOR NEW TREES AND SHRUBS. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DETRIMENTAL SOILS, GROUND WATER, OR UTILITY CONFLICTS OR ANY OTHER ADVERSE CONDITIONS WHICH ARE DISCOVERED PRIOR TO PLANTING ANY TREES FOR SHRUBS. FURNISH PLANTING SOIL AS SPECIFIED AND/OR DETAILED. DISPOSE OF EXCAVATED DELETERIOUS MATERIALS OFF -SITE IN A LEGAL MANNER. 14. FURNISH AND INSTALL NEW APPROVED HUMIC TOPSOIL PLACED IN 6" LIFTS, SEMI -COMPACTED AND LEVELED OFF 3" BELOW TOP OF CURB OR PAVEMENT EDGE. DO NOT EXCAVATE NEAR EXISTING TREES OR EXISTING PAVEMENTS SUCH THAT PAVEMENT CAN BE WEAKENED AND STRUCTURALLY COMPROMISED. 15. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 16. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS TO THE LANDSCAPE ARCHITECT FOR THOSE AREAS RECEIVING NEW PLANTINGS AND LAWN PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. FERTILIZER REQUIREMENTS AS SPECIFIED OR NOTED ON THE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 18. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE PROVIDED FOR THE PROPOSED LANDSCAPE AND SHALL COMPLY WITH ALL CITY OF ZEPHYRHILLS CODES AND REGULATIONS. WATER SOURCE SHALL BE DOMESTIC WATER METER OR AS SHOWN NOTED ON PLANS. 19. CONTRACTOR SHALL PREPARE AND INSTALL WETLAND MITIGATION PLANTINGS BY BY OBTAINING ALL NECESSARY PERMITS FROM SWFWMD AND OTHER REQUIRED PERMITTING AGENCIES. PREPARE PLANTING AREAS BY REMOVING INVASIVE SPECIES IF PRESENT, CLEANING PLANTING AREA OF DELETERIOUS MATERIALS, HAND GRADING AND OTHER APPROVED MEANS NECESSARY IN THE PROPER INSTALLATION OF PLANT AND TREE MATERIALS. 20. THE OWNER SHALL WATER AND MAINTAIN WETLAND PLANTINGS SUFFICIENT TO ESTABLISH THE PLANTINGS TO A QUALITY OF GOOD HEALTH AND SURVIVAL FOR A PERIOD OF ONE, YEAR AFTER PLANTING. A HOSE BIB IS TO BE UTILIZED AS SHOWN ON THE IRRIGATION PLAN. WETLAND PLANTINGS SHALL BE INSPECTED BY SWFWMD AT THE END OF THE ONE YEAR ESTABLISHMENT PERIOD. 21. THE CONSTRUCTION OF ALL ABOVE GROUND UTILITY APPURTENANCES VISIBLE FROM THE PUBLIC RIGHT-OF-WAY SUCH AS PEDESTALS, UTILITY METERS, TRANSFORMERS, BACK -FLOW PREVENTION DEVICES, ETC. FOR NEW DEVELOPMENT OR REDEVELOPMENT ACTIVITIES SHALL CONFORM TO SCREENING REQUIREMENTS AS OUTLINED IN SECTIONO OF THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE. PLANT LOCATION MUST BE CONSIDERATE OF REQUIRED SPATIAL SEPARATIONS FROM A FIRE FLOW PROTECTION APPLIANCE IN ACCORDANCE TO THE UNIFORM FIRE CODE. 22. ALL AREAS SUBJECT TO EROSION SHALL BE STABILIZED WITH ARGENTINE BAHIA SOD GRASS. INSTALL BAHIA GRASS TO ALL AREAS WHERE SOILS ARE PRONE TO EROSION AND WHERE SLOPES ARE GREATER THAN 5:1. 23. CONTRACTOR SHALL COMPLY WITH THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE TO MINIMIZE SOIL EROSION PROPOSED LAND ALTERATION ACTIVITIES. CONTRACTOR SHALL NOT UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY. ADEQUATE PROTECTION MEASURES (I.E. HAY BALES, BAFFLES, SODDING AND SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED LAND. LANDSCAPE MAINTENANCE ALL LANDSCAPING, INCLUDING THOSE AREAS LOCATED IN THE PUBLIC RIGH-OF-WAY AS APPROVED THROUGH THE APPLICABLE DEVELOPMENT REVIEW PROCESS, SHALL BE MAINTAINED BY AN ENTITY OTHER THAN THE CITY. THE LANDSCAPE MAINTENANCE PLAN AND SCHEDULE SHALL BE SUBMITTED AS A PART OF THE ORDINANCE SHALL BE UTILIZED TO DIRECT THE ON -GOING MAINTENANCE OF THE LANDSCAPING AND IRRIGATION. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY T-007 CONDITION IN PERPETUITY AS PER THE APPROVED LANDSCAPE PLAN ALL INSTALLED LANDSCAPING SHALL BE NEAT AND ORDERLY IN APPEARANCE AND KEPT FREE OF REFUSE, DEBRIS, DISEASE, PESTS AND WEED AND SHALL BE FERTILIZED AND IRRIGATED TO MAINTAIN PLANTS IN A HEALTHY CONDITION. ON -GOING MAINTENANCE TO PREVENT THE ESTABLISHMENT OF PROHIBITED TYPE 1 SOD GRASS EXOTIC SPECIES IS REQUIRED. ANY PLANT MATERIALS OF ANY TYPE AND KIND REQUIRED BY THESE REGULATIONS SHALL BE REPLACE WITHIN 30 DAYS OF THEIR DEMISE AND/OR REMOVAL. PAVING, TREATING OR COVERING A REQUIRED LANDSCAPED AREA IN ANY T-008 WAY THAT RENDERS IT IMPERVIOUS IS PROHIBITED, PARKING OF VEHICLES SHALL NOT BE PERMITTED IN REQUIRED LANDSCAPED AREA. PRESERVE EXISTING IT SHALL BE THE RESPONSIBILITY OF OF THE CONTRACTOR TO REMOVE SHRUBS ANY DEAD, DISEASED OR DANGEROUS TREES OR SHRUBS OR PARTS THEREOF, WHICH OVERHANG OR INTERFERE WITH TRAFFIC CONTROL DEVICES OR PUBLIC SIDEWALKS. ALL PRUNING SHOULD BE ACCOMPLISHED ACCORDING TO HORTICULTURAL STANDARDS. TREES SHOULD BE PRUNED ONLY AS NECESSARY TO PROMOTE GOOD HEALTH. TREES MAY BE PERIODICALLY PRUNED OR NOTE #1 THINNED IN ORDER TO REDUCE LEAF MASS IN PREPARATION FOR TROPICAL STORMS. ALL PRUNING SHALL BE ACCOMPLISHED BY A CERTIFIED ARBORIST IN ACCORDANCE WITH NATIONAL ARBORISTS STANDARDS. DETAIL REFERANCE SYMBOL QUAN. DESCRIPTION NATIVE DROUGHT % OF TREE TOTAL (46 TREES) NOTES ON SHEET L103 • • • • • • • ` TYPE 1 1,666 S.F. ST. AUGUSTINE'FLORATAM' SOD GRASS; QUANTITY GIVEN IS ESTIMATED. VERIFY QUANTITY PRIOR TO BID; CLEAN GROUND AREA & FINISH GRADE PER CIVIL DRAWING GRADES AND HAND FINE GRADE & WET SURFACE JUST PRIOR TO LAYING OF SOD; HOLD BACK SOD 3 FEET FROM EXISTING TREES; REFER TO SPECIFICATIONS ON SHEET L103. Z 0 CCU • • TYPE 2 13,311 S.F. ARGENTINE BAHIA SOD GRASS; QUANTITY GIVEN IS ESTIMATED. VERIFY QUANTITY PRIOR TO BID; CLEAN GROUND AREA & FINISH GRADE PER CIVIL DRAWING GRADES AND HAND FINE GRADE & WET SURFACE JUST PRIOR TO LAYING OF SOD; HOLD BACK SOD 3 FEET FROM EXISTING TREES; REFER TO SPECIFICATIONS ON SHEET L103. 404 S.F. FURNISH & INSTALL 3 INCH THICK LAYER OF APPROVED WASHED DECORATIVE RIVER GRAVEL; %4'-1 Y"DIAMETER OVER APPROVED POROUS WEED BARRIER (DEWIT, MIRAFI OR EQUAL) OVER HAND FINISH RAKED AND SMOOTH CLEANED GROUND SURFACE; INSTALL FLUSH WITH TOP OF SIDEWALK AND CONFORM TO DRAINAGE GRADES SHOWN ON CIVIL PLANS; QUANTITY GIVEN IS ESTIMATED; VERIFY QUANTITY PRIOR TO BID G/L103 F�11El FURNISH & INSTALL TREE PROTECTION BARRICADE IN CONFORMANCE WITH CITY OF ZEPHYRHILLS REQUIREMENTS xX REMOVE EXISTING TREE WITH ALL ROOTS; PROVIDE REPLACEMENTS IF SPECIFIED AND NOTED NOTE #1 FURNISH & INSTALL 2 INCH X 6 INCH P.T., S.Y.P. EDGE BOARD WITH 2 INCH X 4 INCH STAKES AT ENDS AND MIDPOINTS NAILED BELOW GRADE; EDGE BOARD TO EXTEND 3" ABOVE GRADE OR FLUSH TO TOP OF SIDEWALK. w O Z U NOTE #2 FURNISH & INSTALL 3 INCH LAYER OF ORGANIC MULCH OVER FINE HAND RAKED AND CLEANED GROUND SURFACE WITHIN PLANT BED LIMITS SHOWN, TYPICAL U- U uJ n. • ,Y EXISTING TREE LOCATED BY LICENSED LANDSCAPE ARCHITECT BY SIGHT APPROXIMATION (NOT GUARANTEED ACCURATE) EXISTING TREE LOCATED BY LICENSED SURVEYOR; SEE CIVIL PLANS CAUTION: PLANT AND TREE HEIGHT AND WIDTH REQUIRED SHALL HAVE PRECEDENCE OVER THE GIVEN CONTAINER SIZE; CONTRACTOR SHALL FURNISH A LARGER CONTAINER SIZE IF REQ'D. TO MEET SPECIFICATIONS 2 NOTE; LANDSCAPE AND IRRIGATION CONTRACTOR(S) SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING AND PROPOSED UNDERGROUND AND OVERHEAD UTILITIES ON THE SITE BY REVIEWING CIVIL PLANS AND BY CALLING 811 A MINIMUM OF TWO FULL DAYS BEFORE EXCAVATING. Always call 811 two full business days before you dig to have underground utllitles located and marked. Sunshine0 com J OWNER: NESTLE WATERS NORTH AMERICA PROJECT: STORM SHELTER ADDITION- ,,� BOTTLING PLANT 4330 20TH ST. ZEPHYRHILLS, FLORIDA 33542 r �� Robert Finnegan PLA Planning + Urban Design + Landscape Architecture Robert Finnegan RLA Florida Landscape Architect Registration No. LA0000428 Cell: 813-766-7756 USA: 8950 Park Blvd., #604 Seminole, Florida 33777 Email: robert.finnegan@hotmail.com ■ n ■ 1 1 SEAL: I r ••!FT C F '•.°° • 4?0 A000o42 STATE :° °•'•°- R RTC. FwN NR FM UG N l 0000 W CLIENT: alston construction ONE O'HARE CENTER 6250 N. RIVER ROAD, SUITE 4050 DIRECT (847) 292-4525 M (312) 909-5904 FX (847) 292-4501 PROJECT MANAGER: R. FINNEGAN JURISDICTION: CITY OF ZEPHYRHILLS PASCO COUNTY, FLA. DATE: 08-29-2019 LANDSCAPE/TREE PLAN BUILDING ADDITION SCALE: V=30' JOB NO.: 082919 SHEET NO.: i ini ISSUED FOR: PRELIMINARY ❑ PERMITTING FINAL CONSTRUCTION RECORD DATE: 10-24-2019 10-30-2019 0 ■ ■ II REVISIONS s LANDSCAPE SPECIFICATIONS 1. WORK UNDER THESE SPECIFICATIONS SHALL CONSIST OF PREPARATION OF PLANTING AREAS, FURNISHING AND PLANTING ALL PROPOSED NEW PLANT MATERIALS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO FINISHED GRADING, FURNISHING TOPSOIL AND SPREADING, STAKING, WATERING, PRUNING, FERTILIZING, MULCHING, LAYING AND ESTABLISHING SOD THROUGH WATERING AND MOWING, AND MAINTENANCE AND PROTECTION OF PLANTS UNTIL FINAL ACCEPTANCE BY THE OWNER. 2. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL LANDSCAPE WORK AND MATERIALS WHICH, IN HIS/HER OPINION, DO NOT MEET THE REQUIREMENTS OF THE PLANTING PLAN, DETAILS, AND THESE SPECIFICATIONS. 3. NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS OR THESE SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 4. THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER AND THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS ARISING DURING CONSTRUCTION OR INSTALLATION OF ANY IMPROVEMENTS SHOWN OR IMPLIED ON THE DRAWINGS AND/OR SPECIFICATIONS. 5. THE LANDSCAPE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS AS SHOWN ON THE DRAWINGS, AS SPECIFIED, AND IN THE QUANTITIES LISTED ON THE PLANT MATERIALS LIST. 6. IN THE EVENT OF A VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON THE PLANTING PLAN, THE PLANTING PLAN SHALL CONTROL. 7. ALL PLANTS SHALL BE FLORIDA NO. 1 OR BETTER. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL -BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE AND INSECT PESTS, EGGS OR LARVAE. THEY SHALL HAVE HEALTHY, WELL -DEVELOPED ROOT SYSTEMS. 8. ALL PLANTS SHALL BE NURSERY GROWN STOCK AND SHALL COMPLY WITH ALL REQUIRED INSPECTIONS, GRADING STANDARDS, PLANT REGULATIONS AND REQUIREMENTS FOR MEASUREMENT, BRANCHING, AND CULTURAL PRACTICES; AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, "GRADES AND STANDARDS FOR NURSERY PLANTS", PARTS I AND II, INCLUDING ANY REVISIONS AS DETERMINED BY THE STATE PLANT BOARD OF FLORIDA. 9. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 10. AS PER THESE DRAWINGS AND SPECIFICATIONS, THE "HT." (HEIGHT) OF PROPOSED PLANT MATERIALS, UNLESS OTHERWISE SPECIFIED, SHALL MEAN THE ACTUAL DISTANCE AS MEASURED FROM THE SOIL STRESS MARK ON THE TRUNK OR BASE OF THE PLANT TO THE TOP ELEVATION OF THE PLANT. 11. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS FOR SIZE AS SPECIFIED IN THE PLANT LIST. EXCEPTIONS ARE PLANTS LARGER THAN SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE LANDSCAPE ARCHITECT BUT, USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF THE USE OF LARGER PLANTS IS APPROVED, THE SPREAD OF ROOTS OR BALL OF EARTH SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. 12. WHEN PLANTS OF A SPECIFIED KIND OR SIZE ARE NOT AVAILABLE, A REASONABLE SUBSTITUTION MAY BE MADE UPON REQUEST IN WRITING BY THE LANDSCAPE CONTRACTOR, IF APPROVED BY THE LANDSCAPE ARCHITECT. 13. THE LANDSCAPE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL WORK AS SHOWN ON THE PLAN AND CONTACT THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS AND ADJUST AS PER THE LANDSCAPE ARCHITECT'S DIRECTION. 14. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANT MATERIAL LOCATIONS FROM THE PLANTING PLAN PRIOR TO INSTALLATION FOR APPROVAL BY THE LANDSCAPE ARCHITECT. 15. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. 16. IT SHALL BE THE LANDSCAPE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY "SUNSHINE" AND ANY OTHER INTERESTED AGENCIES OR PARTIES OF HIS INTENT TO EXCAVATE AND TO OBTAIN FROM ALL AGENCIES OR OTHER INTERESTED PARTIES LOCATIONS OF ALL EXISTING UTILITIES OF EVERY KIND IN THE AREAS WHERE HE INTENDS OR PLANS TO EXCAVATE. SUCH LOCATIONS SHALL BE OBTAINED PRIOR TO STARTING CONSTRUCTION AND SHALL BE MAINTAINED DURING CONSTRUCTION. 17. THE LANDSCAPE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. 18. THE LANDSCAPE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 19. ALL PLANTING AREAS SHALL BE FINE GRADED BY THE LANDSCAPE CONTRACTOR. LANDSCAPE INSTALLER SHALL COORDINATE WITH THE SITE GRADING CONTRACTOR. GENERAL NOTES 1 WARNING: ABOVE GROUND AND/OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION: CALL "SUNSHINE" AND THE UTILITY OWNER(S) TWO FULL BUSINESS DAYS BEFORE BEGINNING WORK. TELEPHONE: 811 2. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF CITY OF ZEPHYRHILLS, FLORIDA 3. REQUIRED TREE BARRICADES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN TREE BARRICADES MAY RESULT IN ENFORCEMENT ACTION. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 5. ALL TREE REMOVAL AND TREE PROTECTION SHALL COMPLY WITH THE TREE PROTECTION CODE OF CITY OF ZEPHYRHILLS, FLORIDA. NOTE; LANDSCAPE AND IRRIGATION CONTRACTOR(S) SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING AND PROPOSED UNDERGROUND AND OVERHEAD UTILITIES ON THE SITE BY REVIEWING CIVIL PLANS AND BY CALLING 811 A MINIMUM OF TWO FULL DAYS BEFORE EXCAVATING. 2 20. ALL PROPOSED PLANTING AREAS FOR TREES, PALMS, SHRUBS, AND GROUND- COVERS SHALL BE TOP DRESSED WITH A MAXIMUM OF THREE (3) INCHES OF SMALL PINE BARK NUGGETS SPREAD UNIFORMLY IN DEPTH OVER THE PLANTING BEDS AS DELINEATED ON THE PLANS, UNLESS OTHERWISE SPECIFIED. 21. THE SURFACE OF ALL AREAS TO BE GRASSED OR SODDED SHALL BE PREPARED FOR THE PLACEMENT OF SOD BY THE LANDSCAPE CONTRACTOR BY HAND FINISH GRADE RAKING. THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE AREAS AS SHOWN ON THE PLAN TO RECEIVE SOD AND LAY SOD EVENLY WITHOUT HUMPS, BARE SPOTS, VOIDS OR GAPS. ALL JOINTS SHALL BE STAGGERED. APPLY WATER DAILY TO ESTABLISH A HEALTHY LAWN UNTIL LAWN IS ESTABLISHED TO THE FULL SATISFACTION OF THE OWNER OR THE OWNER'S REPRESENTATIVE. 22. ALL OTHER AREAS DISTURBED DURING CONSTRUCTION SHALL BE SODDED WITH ARGENTINE BAHIA GRASS UNLESS OTHERWISE SPECIFIED ON THE PLANS, DETAILS OR SPECIFICATIONS, 23. THE LANDSCAPE CONTRACTOR SHALL CONTROL RUNOFF AND EROSION DURING CONSTRUCTION THROUGH THE USE OF SEDIMENT BASINS, STRAW OR HAY BALES AS APPROPRIATE. 24. THE LANDSCAPE CONTRACTOR SHALL SPRINKLE OR OTHERWISE MANUALLY APPLY WATER TO AFFECTED CONSTRUCTION AREA TO CONTROL BOTH SIGNIFICANT WIND EROSION AND FUGITIVE DUST. 25. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY HIS CREWS DURING THE PERFORMANCE OF THE WORK. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PLANT MATERIAL, EMPTY PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. 26. THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WEED, PRUNE, AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING SOD, UNTIL COMPLETION OF THE CONTRACT AND FINAL ACCEPTANCE BY THE OWNER. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE, PLANTING SAUCERS RESTORED, AND DEFECTIVE WORK CORRECTED. 27. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER AND THE LANDSCAPE ARCHITECT IN WRITING, AND RE- QUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE OWNER OR THE LANDSCAPE ARCHITECT SHALL BE PROMPTLY CORRECTED BY THE LANDSCAPE CONTRACTOR. 28. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OVERSEEING THE INSTALLATION AND MAINTENANCE OF REQUIRED PLANTS AND TREES PER THIS APPROVED PLAN AND FOR A ONE YEAR GUARANTEE ON ALL REQUIRED PLANT MATERIAL; IF ANY REQUIRED PLANT MATERIAL DIES WITHIN THE FIRST YEAR, THE CONTRACTOR MUST REPLACE IT/THEM. THE CITY AND THE CONTRACTOR MUST MEET ON SITE UPON COMPLETION OF THE LANDSCAPE INSTALLATION FOR AN INSPECTION. CONTRACTOR MUST CONTACT THE CITY TO ESTABLISH THE INSPECTION TIME. THE CITY INSPECTOR HAS THE RIGHT TO REJECT THE PLANT MATERIAL IF IT DOES NOT MEET CITY REQUIREMENTS AND TO TO HOLD THE CERTIFICATE OF OCCUPANCY UNTIL ALL REQUIRED PLANTS ARE PROPERLY INSTALLED TO THE INSPECTOR'S SATISFACTION. THE LANDSCAPE CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER DURING THE GUARANTEE PERIOD. 29. THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS PRIOR TO SUBMITTING BIDS FOR THE SUITABILITY TO SUSTAIN HEALTHY PLANT GROWTH AS CALLED FOR ON THE PLANTING PLAN, DETAILS, AND THESE SPECIFICATIONS. OWNER SHALL MONITOR PRESERVATION & MAINTENANCE OF GUY WIRE FLAGS FOR SECURING TREES TO MAINTAIN SAFETY. 30. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE STAKES AND GUY WIRES FROM TREES WHICH ARE ESTABLISHED AT THE END OF ONE (1) COMPLETE GROWING SEASON. TREES WHICH HAVE BEEN REPLACED SHALL REMAIN STAKED FOR ONE (1) FULL GROWING SEASON, AND THE OWNER SHALL BE RESPONSIBLE FOR REMOVING TREE STAKES AND GUY WIRES. 31. ALL LANDSCAPE BIDS SHALL BE ITEMIZED WITH THE AMOUNTS BASED ON UNIT PRICES. ANY SUBSTITUTIONS, ADDITIONS, OR DELETIONS WILL CHANGE THE TOTAL AMOUNT OF THE CONTRACT FEE BASED ON THE ABOVE MENTIONED UNIT PRICE CRITERIA. 32. LANDSCAPE SHALL COMPLY WITH CHAPTER 10 LAND MANAGEMENT- LANDSCAPING STANDARDS OF CITY OF ZEPHYRHILLS, FLORIDA. 33. THE LANDSCAPE CONTRACTOR SHALL SUBMIT A SEPARATE PROPOSAL FOR A ONE (1) YEAR MAINTENANCE AGREEMENT. 33. IN THE EVENT PLANT MATERIAL AND/OR IRRIGATION IS SHOWN OUTSIDE PROPERTY LINES ON THE PLANS, IT IS THE INTENT OF THE LANDSCAPE ARCHITECT TO HAVE ALL TREES, SHRUBS, GROUNDCOVERS AND IRRIGATION SYSTEMS INSTALLED BY THE CONTRACTOR WITHIN THE PROJECT PROPERTY LINES. CONTRACTOR SHALL STAKE THE PROPERTY LINE PRIOR TO ANY INSTALLATION WORK. LANDSCAPING STANDARD NOTES 1. ALL PLANT MATERIAL SHALL BE GRADE FLORIDA NO. 1 OR BETTER PURSUANT TO THE FLORIDA DEPARTMENT OF AGRICULTURE STANDARDS FOR NURSERY PLANTS, WHICH IS INCORPORATED HEREIN BY REFERENCE. 2. INSTALLED TREES AND PLANTS SHALL BE GROUPED TOGETHER INTO LANDSCAPE PLANT ZONES ACCORDING TO WATER AND CULTURAL (SOIL, CLIMATE AND LIGHT) REQUIREMENTS. PLANT GROUPINGS ARE AS FOLLOWS: DROUGHT TOLERANT, NATURAL AND OASIS. 3. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA GROWERS AND LANDSCAPE ARCHITECTS CRITERIA. 4. ALL PORTIONS OF A SITE UPON WHICH DEVELOPMENT HAS COMMENCED, BUT NOT CONTINUED FOR A PERIOD OF 30 DAYS, SHALL BE PLANTED WITH A GRASS SPECIES OR GROUND COVER TO PREVENT EROSION AND ENCOURAGE SOIL STABILIZATION. ADEQUATE COVERAGE, SO AS TO SUPPRESS FUGITIVE DUST, SHALL BE ACHIEVED WITHIN 45 DAYS. 5. IRRIGATION SHALL BE PROVIDED IN ACCORDANCE WITH THE IRRIGATION STANDARDS SET FORTH IN THE CITY OF ZEPHYRHILLS, FLORIDA CODE. 6. MULCH SHALL BE USED IN CONJUNCTION WITH LIVING PLANT MATERIALS SO AS TO COVER EXPOSED SOIL. MULCH SHALL BE INSTALLED TO A MINIMUM DEPTH OF THREE INCHES. THE MULCH SHOULD NOT BE PLACED DIRECTLY AGAINST THE PLANT STEM OR TREE TRUNK. MULCH SHALL NOT BE A R ANNUAL BEDS. 7. ALL EXISTING TREES W LANDSCAPE LIMIT LINES OWN ON THE PLANS TO BE PRESERVED SHALL B LOW LIMBS, CROSS BRAN ING AND BROKEN LIMBS WHICH EXHIBIT A RISK ANS EXISTING TREE LIMBS ENCROACHING ON VEHTRIAN TRAVEL ARES TO PROVIDE A 14' CLEARANCE FROM THE PAVEMENT. PRUNING OR TRIMMING OF EXISTING TREES SHALL COMPLY WITH 'ANSI' PRUNING STANDARDS SECTION A300 AS AMENDED. GROUND AREAS BENEATH THE EXISTING TREES TO BE PRESERVED SHALL BE CLEANED AND CLEARED OF TRASH, VINES, AND ANY GROWTH DELETERIOUS TO THE HEALTHY SURVIVAL OF THE EXISTING REMAINING TREES. PREPARE GROUND AREAS UNDER EXISTING TREES BY USE OF HAND TOOLS ONLY. DO NOT EMPLOY THE USE OF MECHANICAL EQUIPMENT, UNLESS APPROVED BY THE LANDSCAPE ARCHITECT. PREPARE THESE GROUND AREAS SUFFICIENT FOR THE PLACEMENT OF A LIGHT LAYER OF LEAF MULCH EXTENDING V OUTWARD FROM THE TREE. INSTALL SOD TO THE LIMIT OF THE LEAF MULCH. DO NO INSTALL SOD WITHIN 8' OF EXISTING TREES. 8. ALL REQUIRED LANDSCAPING SHALL BE MAINTAINED IN A HEALTHY CONDITION IN PERPETUITY IN ACCORDANCE WITH CITY OF�ZEP9. GOINTENANCE TO P TH SHMENT=FPRO`HIBIDEXOTIC SPECIES IS REWIRED. Always call 811 two full business days before you dig to have underground utilities located and maftd. 2 Sunshine�cOm INSTALL IF WAT A L102 TREE PLANTING DETAIL TREE STAKE ROOTBALL SOIL BERM FOR WATERING MANUALLY. DRIP LINE R HOSE GUY WIRE) ANIZED TURNBUCKL iANIC MULCH. DO ECT OVER THE SITE. �ED BOTTOM ........INUM OF 2" (TWO INCHES) ABOVE FINISHED GRADE. IN THE EVENT, UNDERGROUND WATER IS PRESENT, CONTACT THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NOT TO SCALE TREE STAKE • ROOTBALL � y J 120° SOIL BERM FOR WATERING e,y PLAN MANUALLY. # DRIP LINE M)" REINFORCED BLACK RUBBER HOSE #10 GAUGE WIRE FROM CENTRAL TRUNK TO THREE STAKES THREE 2" DIA. PRESSURE TREATED LODGE POLE PINE STAKES INSTALL SOIL BERM ONLY IF MAXIMUM 3" MULCH. DO NOT ALLOW WATERING MULCH TO COLLECT OVER THE MANUALLY. ROOTBALL OF THE TREE. BACKFILL WITH APPROVED PLACE TREE ON UNDISTURBED BOTTOM IMPORTED OR OF PIT. LOCATE TREE A MININUM OF 2" EXISTING TOP SOIL (TWO INCHES) ABOVE FINISHED GRADE. IN (THAT HAS BEEN 3 TIMES THE THE EVENT, UNDERGROUND WATER IS APPROVED) FROM DIAMETER OF I X PRESENT, CONTACT THE LANDSCAPE SITE. THE ROOTBALL ARCHITECT PRIOR TO INSTALLATION. OR FULL DRIPLINE C MULTI-TRUNKED TREE PLANTING DETAIL L 102 NOTE: EXCAVATION & SOIL BACKFILL NOTES IN NOT TO SCALE THIS DETAIL ARE MINIMAL REQUIRED; REFER TO SPECIFIC NOTES, SPECIFICATIONS AND PLANS FOR MORE EXTENSIVE REQUIREMENTS E L 102 SEDGE IF PAVEMENT OR CURB GRASS NOTE: EXCAVATION & SOIL BACKFILL NOTES IN THIS DETAIL ARE MINIMAL REQUIRED; REFER TO SPECIFIC -EDGE OF BEDLINE NOTES, SPECIFICATIONS AND PLANS V_VFOR MORE EXTENSIVE REQUIREMENTS NOTE: LOCATE PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUIDISTANT FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST). SHRUB/GROUNDCOVER SPACING PLAN PRUNING OR TRIMMING OF NEW & EXISTING TREES SHALL COMPLY WITH 'ANSI' PRUNING STANDARDS SECTION A300-2001 AS AMENDED. 2 HARDWOOD TREE \ WOOD STAKE 3'X2"X2" RIBBON BARRIER (see specifications) BARRICADE SHALL g BE PLACED NO '� GREATER THAN 5' FROM POND BANKS A = TX 2" X 2" B=12" C=4'-VAPART D=1"x2"BOARS J 1 G TREE BARRICADE DETAIL NOT TO SCALE NOT TO SCALE H L102 FE W/ R PLANT SHRUB SO THAT TOP OF ROOTBALL IS A MINIMUM OF 2" (TWO INCHES) ABOVE FINISHED GRADE. MAXIMUM 3" MULCH SOIL BERM FOR WATERING MANUALLY. PREPARE PLANTING BED THROUGHOUT GROUND COVER AREA. MINIMUM 12" DEPTH OF PLANTING SOIL IN vi Lis GROUNDCOVER PLANTING BEDS PLANTING SOIL MIXED PER SPECIFICATIONS PROVIDE MINIMUM PIT CLEARANCE AROUND ROOT BALL OF 6" SIDES AND BOTTOM. D SHRUB AND GROUNDCOVER PLANTING DETAIL NOTE:EXCAVATION &SOIL BACKFILL NOT TO SCALET2) NOTES IN THIS DETAIL ARE MINIMAL REQUIRED; REFER TO SPECIFIC NOTES, SPECIFICATIONS AND PLANS FOR MORE EXTENSIVE REQUIREMENTS PROTECTIVE BARRIER REQUIREMENTS AND SPECIFICATIONS FOR EXISTING TREES TO REMAIN: 1. PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES TO PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE. 2. PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREAS WHERE LAND ALTERATION AND CONSTRUCTION ACTIVITIES WILL t OCCUR AS WELL AS ALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION OR CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND ALTERATION AND B •�. CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF GRADE • ' FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE t BARRICADED AREA. THE FOLLOWING REPRESENTS THE CITY OF ZEPHYRHILLS . ems, A MINIMUM PROTECTIVE BARRIER SPECIFICATIONS: 3. TO RESTRICT ACCESS INTO THE AREA WITHIN THE CANOPY •t DRIPLINE OF A TREE, A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE MATERIAL, IS PLACED AROUND THE TREE AT THE CANOPY DRIPLINE, EXCEPT WHERE LAND ALTERATION OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE CANOPY DRIPLINE. 4. THE CANOPY DRIPLINE OF A TREE IS THE IMAGINARY, VERTICAL LINE THAT EXTENDS DOWNWARD FROM THE OUTERMOST TIPS OF THE TREES BRANCHES TO THE GROUND. DETAIL G, L104. 5. BARRIER SPECIFICATIONS FOR TREES: FOUR UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY HORIZONTAL MEMBERS OF NO LESS THAN 1" X V LUMBER; OR UPRIGHT STAKES SPACE AT S INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY SILT SCREEN FABRIC OR MATERIAL OF COMPARABLE DURABILITY. DETAIL G, L104 6. NATURAL AREAS: TO RESTRICT ACCESS INTO AREAS WHERE LAND ALTERATION UPRIGHT STAICES AND CONSTRUCTION ACTIVITIES ARE NOT AUTHORIZED A PHYSICAL STRUCTURE OF No LESS THAN r xr NOT LESS THAN 3 FEET IN HEIGHT IS PLACED ALONG THE PERIMETER OF SUCH LUMBER SPACED NO MORE THAN 2B APART CONNECTED AREAS. BY TWINE FLAGGED WITH PLASTIC SURVEYING TAPE AT REGULAR INERNALS OF 5-10' 7, BARRIER SPECIFICATIONS FOR NATURAL AREAS: UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER SPACED NO MORE THAN 25' APART AND CONNECTED BY TWINE FLAGGED WITH PLASTIC SURVEYING TAPE AT REGULAR INTERVALS OF 5.10'. OTHER METHODS OF DEMARCATION WILL BE CONSIDERED DEPENDING UPON THE CHARACTERISTICS OF THE SITE. TREE BARRICADE DETAIL 6. WHY A BARRIER?: FOR NATURAL AREAS A) TO PROTECT ALL ABOVE GROUND PORTIONS OF TREES AND OTHER SIGNIFICANT VEGETATION FROM MECHANICAL DAMAGE; NOT TO SCALE B) TO PROTECT ROOT SYSTEMS FROM COMPACTION. C) TO PROVIDE AWARENESS OF PROTECTED AREAS TO EQUIPMENT OPERATORS. ■ NO. DATE 2 10-25-2019 OWNER: NESTLE WATERS NORTH AMERICA ■ P PROJECT: STORM SHELTER ADDITION- NWNA BOTTLING PLANT 4330 20TH ST. ZEPHYRHILLS, FLORIDA 33542 Robert Finnegan PLA Planning+ Urban Design + Landscape Architecture Robert Finnegan RLA Florida Landscape Architect Registration No. LA0000428 Cell: 813-766-7756 USA: 89SO Park Blvd., #604 Seminole, Florida 33777 Email: robert.finnegan@hotmail.com SEAL: [A00 STATE 000042i .�j e STATE v ROBERT C. FINNEGAN RIA F I NO LA 000DW O MANG IS NOT VAM WIEHOUY, EMBOSSED OR ELECTRONICSEAL W ORIGINAL OR E-SIGNATURE SYTHE LANOSCAFE ARCHITECE OF RECORD CLIENT: alston construction ONE O'HARE CENTER 6250 N. RIVER ROAD, SUITE 4050 DIRECT (847) 292-4525 M (312) 909-5904 FX (847) 292-4501 PROJECT MANAGER: R. FINNEGAN JURISDICTION: CITY OF ZEPHYRHILLS PASCO COUNTY, FLA. DATE: 08-29-2019 LANDSCAPE SPECIFICATIONS & DETAILS SCALE: NO SCALE JOB NO.: 082919 SHEET NO.: L102 ISSUED FOR: ❑ PRELIMINARY ❑ PERMITTING [FINAL ❑ CONSTRUCTION ❑ RECORD DATE: 10-24-2019 10-30-2019 ■ ■ REVISIONS NO. DATE A IRRIGATION PLAN FURNISH & INSTALL NEW HUNTER 4" POP-UP LAWN SPRINKLERS WITH 15' ADJUSTABLE PATTERN RADIUS; INSTALL WITH SCHEDULE 40 PVC PIPE; CONNECT NEW SYSTEM WITH EXISTING IRRIGATION SYSTEM; REPLACE EXISTING PIPE AS REQUIRED FOR THIS AREA ONLY AFFECTED BY NEW BUILDING EXPANSION GENERAL IRRIGATION SYSTEM NOTES IRRIGATION IS DESIGNED TO STANDARDS AND SPECIFICATIONS FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS, FOURTH EDITION, 2000, FLORIDA IRRIGATION SOCIETY AND AS SUBSEQUENTLY AMENDED, OR OTHER APPLICABLE STANDARDS THAT ACHIEVE THE GENERAL IRRIGATION SYSTEM CONFIGURATION REQUIREMENTS AND ASSOCIATED WATER CONSERVATION BENEFITS IDENTIFIED IN THE CITY OF ZEPHYRHILLS LAND DEVELOPMENT CODE. 2. TURF AREAS SHALL BE ON SEPARATE IRRIGATION ZONES FROM OTHER LANDSCAPE PLANT ZONES. THE IRRIGATION IS DESIGNED TO ACCOMMODATE SEPARATE LANDSCAPE PLANT ZONES BASED ON DIFFERING WATERING REQUIREMENTS. 3. SPRINKLER SPACING SHALL NOT EXCEED 55 PERCENT OF THE SPRINKLER'S DIAMETER OF COVERAGE. 4. SPRAYS AND ROTORS SHALL NOT BE COMBINED ON THE SAME CONTROL VALVE CIRCUIT. SPRAYS AND ROTORS SHALL HAVE MATCHING APPLICATION RATES WITHIN EACH IRRIGATION ZONE. 5. ALL IRRIGATION SYSTEMS SHALL BE DESIGNED TO AVOID OVERSPRAY, RUNOFF, LOW HEAD DRAINAGE OR OTHER SIMILAR CONDITIONS WHERE WATER FLOWS ONTO OR OVER ADJACENT PROPERTY, NON -IRRIGATED AREAS, WALKWAYS, ROADWAYS, STRUCTURES OR WATER FEATURES. NARROW AREAS (FOUR FEET WIDE OR LESS) SHALL NOT BE IRRIGATED UNLESS MICRO -IRRIGATION IS UTILIZED. 6. IRRIGATION CONTROL EQUIPMENT SHALL INCLUDE AN AUTOMATIC IRRIGATION CONTROLLER HAVING PROGRAM FLEXIBILITY SUCH AS REPEAT CYCLES AND MULTIPLE PROGRAM CAPABILITIES. AUTOMATIC IRRIGATION CONTROLLER(S), OTHER THAN MECHANICAL, SHALL HAVE BATTERY BACK-UP TO RETAIN THE IRRIGATION PROGRAM(S). AUTOMATIC CONTROL SYSTEMS SHALL BE EQUIPPED WITH AN OPERABLE RAIN SENSOR DEVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED LICENSED ELECTRICIAN. 7. A LOW VOLUME IRRIGATION SYSTEM SHALL BE USED WHEREVER POSSIBLE TO MINIMIZE EVAPORATION 8. IRRIGATION SYSTEM SHALL UTILIZE THE LOWEST QUALITY WATER AVAILABLE. 9. IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE ADVERSE IMPACTS TO EXISTING TREES AND OTHER VEGETATION TO BE PRESERVED ON THE SITE. NO IRRIGATION SHALL BE REQUIRED WITHIN AREAS WHERE EXISTING VEGETATION IS PRESERVED. 10. MAINTAIN TREE BARRICADES THROUGHOUT THE INSTALLATION OF THE IRRIGATION PIPING SYSTEM; HAND TRENCH ONLY WITHIN THE DRIP LINE OF EXISTING TREES TO BE PRESERVED. IRRIGATION SYSTEM LEGEND SYMBOL DESCRIPTION RADIUS ARC PSI GPM HUNTER PCB-05 BUBBLER NOZZLE (TRICKLE) WITH RETRACTABLE FLOOD 40 0.50 RISER (TREE BUBBLER); 2 PER TREE 0 HUNTER MPR40-12-CV-MPCORNER 12" POP-UP SPRINKLER (ADJ 45-105 DEGREE) 45 DEG 40 .19 HUNTER MPR40-12-CV-MP2000 12" POP-UP SPRINKLER O 90 DEG 40 .19 120 DEG 40 . 40 INSTALLED IN EDGE OF SHRUB BED AREAS 180 DEG 40 .7474 4 8'-15' ADJ. ARC 210 DEG 40 .86 270 DEG 40 1.10 13'-21' RADIUS 360 DEG 40 1.47 HUNTER MPR40-12-CV-MPSS530 SIDE STRIP 12" POP-UP SPRINKLER 5' X 30' CTR RECT. 40 .44 DS HUNTER MPR40-12-CV-MPLCS515 LEFT STRIP 12" POP-UP SPRINKLER 5' X 15' RT 40 •22 �S HUNTER MPR40-12-CV-MPRCS515 RIGHT STRIP 12" POP-UP SPRINKLER 5' X 15' LFT 40 .22 S[9 INSTALLED INSIDE THE EDGE OF SHRUB BED AREAS GATE VALVE; NIBCO-SCOTT T-113 BRASS GATE VALVE IN METER SIZE VALVE BOX SIZE AS NOTED WITH LID; BROOKS, AMETEK OR APP'D EQUAL VALVE SHALL FUNCTION AS MAIN SHUT OFF OR ISOLATION VALVE AUTOMATIC ZONE CONTROL VALVE; HUNTER ICV-FS-AS ELECTRIC REMOTE SIZE AS NOTED CONTROL VALVE W/ ACCU-SYNC PRESSURE REG. MODULE INSTALLED IN METER SIZE VALVE BOX WITH LID; BROOKS, AMETEK OR APP'D EQUAL, INSTALL VALVES WITH APPROVED WATER PROOF WIRE CONNECTORS AND CONTROL WIRE MINIMUM SIZE #14 AWG, TYPE'UF' FROM VALVE TO CONTROLLER IN MAIN LINE IRRIGATION TRENCH; COMMON WIRE TO BE WHITE; IRRIGATION CONTROLLER INSTALLED AT WALL MOUNT LOCATION SELECTED BY OWN R; HUNTER I-CC2 MODEL 12C-800-PL PLASTIC OUTDOOR MODULAR CONTROLLER (12 ) STATION WALL MOUNTED WITH 120 VOLT LINE VOLTAGE POWER CONNECTION FROM PROTECTED HOUSE CIRCUIT; INSTALL ALL WIRING TO CONTROLLER IN CONDUIT; INSTALL WITH HUNTER MINI-CLIK RAIN SENSOR AND BY-PASS SWITCH IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS; PLASTIC CABINET, CONFIRM FINAL LOCATION WITH OWNER PRIOR TO CONSTRUCTION; INSTALL CONTROLLER WITH 245 x 10' LENGTH COPPER GROUNDING RODS & CLAMPS WITH SOLID #8 GROUND WIRE IN ACCORDANCE WITH N.E.C. ALL ELECTRICAL WORK SHALL COMPLY WITH THE N.E.C. IRRIGATION LATERAL PIPE WITH SOLVENT WELD FITTINGS & JOINTS; PVC CLASS SIZE AS NOTED; INSTALL WITH 200 SDR 21; ONLY LATERALS WITH PIPE SIZES OF 3/4" MIN. OF 12" OF EARTH COVER AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 1/2" SIZE INSIDE PROPERTY LINES 11/4" IRRIGATION MAINLINE; SCHEDULE 40 PVC PIPE SIZE AS NOTED; INSTALL WITH - - - - - WITH SCHEDULE 40 SOLVENT WELDED FITTINGS; INSTALL WITH CONTROL WIRE MIN. OF 18" OF EARTH OR 24" FOR PAVEMENT COVER PLACED IN COMMON MAIN LINE TRENCH;11/4" SIZE INSIDE PROPERTY LINES (p 11/2" WATER SUPPLY & P.O.C.; INSTALLED IN ACCORDANCE WITH LOCAL AND STATE CODES j INSTALL WITH 1-1/2" DOUBLE CHECK VALVE BACKFLOW PREVENTER ON GALV. STL. PIPE 24" ABOVE POURED 4" THICK X 24" X 48" CONC. SLAB; PIPE SLEEVE MINIMUM 24" UNDER PAVING; SCHEDULE 40 PVC FOR IRRIGATION PIPE AND 2 PIPE DIAMETERS LARGER IRRIGATION PIPE AND ALLOW FOR IRRIGATION PIPING AND COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL; EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR OTHER IMPERVIOUS CONSTRUCTION; SEE DETAIL 4/I11-2 HB 3/4" BRASS HOSE BIB IN PLASTIC METER SIZE BOX WITH LID FOR MANUAL WATERING OF BAHIA GRASS AREAS PLASTIC METER SIZE JUNCTION BOX WITH LID JB FOR WIRE JUNCTION AND MAKE-UP WIRE SPLICE AND DIRECTION CHANGE METER SIZE TYPE OF #14 CONTROL WIRE IN GREY PVC CONDUIT TO ALL VALVES AND CONTROLLER - - LOW VOLTAGE VALVE CONTROL WIRE; PIPE SLEEVE SIZE SHALL BE 2 TIMES THE VALVE NUMBER CTR 1 GPM VALVE SIZE GALLONS PER MINUTE -.--NEW TREE PLANTINGS EXISTING TREE WITH (2) BUBBLERS PER BARRICADE EACH TREE, (TYPICAL); SEE LANDSCAPE PLANS LANDSCAPE HEDGE PLANTINGS INSIDE MULCHED PLANT BEDS BORDERED BY BAHIA LAWN GRASS (TYP.); PROVIDE SIDE STRIP 12" POP-UP SPRAY HEAD SPRINKLERS WITH MAXIMUM OF 55% OVERLAP SPRAY; SEE LANDSCAPE PLANS NOTE; LANDSCAPE AND IRRIGATION CONTRACTOR(S) SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING AND PROPOSED UNDERGROUND AND OVERHEAD UTILITIES ON THE SITE BY REVIEWING CIVIL PLANS AND BY CALLING 811 A MINIMUM OF TWO FULL DAYS BEFORE EXCAVATING. VATTS OR Always call 811 two full business days before you dig to have underground utilities bcated and marked. Sunshine0 com OWNER: NESTLE WATERS NORTH AMERICA PROJECT: STORM SHELTER ADDITION— NWNA BOTTLING PLANT 4330 20TH ST. ZEPHYRHILLS, FLORIDA 33542 r �� Robert Finnegan PLA Planning + Urban Design + Landscape Architecture Robert Finnegan RLA Florida Landscape Architect Registration No. LA0000428 Cell: 813-766-7756 USA: 8950 Park Blvd., #604 Seminole, Florida 33777 Email: robert.finnegan@hotmail.com SEAL: K • ee•e�°°e°.ieyeC e. :' ° L0 IF A0000�2B •: STATE ee•0a- C& - e fl RTCFWNE "A l` 0. M NQ IAODD8928 OIBGINAEON NNOSfAE-K[HaUBE PE AIiCHRER Of BECOECO IID ■ CLIENT: alston construction ONE O'HARE CENTER 6250 N. RIVER ROAD, SUITE 4050 DIRECT (847) 292-4525 M (312) 909-5904 FX (847) 292-4501 r ■ PROJECT MANAGER: R. FINNEGAN JURISDICTION: CITY OF ZEPHYRHILLS PASCO COUNTY, FLA. DATE: 08-29-2019 IRRIGATION PLAN BUILDING ADDITION SCALE: 1" = 30' JOB NO.: 082919 SHEET NO.: i ini ISSUED FOR: ❑ PRELIMINARY ❑ PERMITTING [FINAL ❑ CONSTRUCTION ❑ RECORD DATE: 10-24-2019 10-30-2019 ■ 2 REVISIONS NO. DATE ■ a IRRIGATION SPECIFICATIONS 1. THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL MAKE MODIFICATIONS IN THE FIELD TO REACT TO ACTUAL FIELD CONDITIONS, WITHOUT DEPARTURE FROM THE DESIGN CONCEPTS OR INTENT. ALL PIPE, VALVES, SPRINKLERS AND CONTROLS SHALL BE LOCATED WITHIN THE PROPERTY LINES. 2. THE OWNER AND/OR THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO REJECT ANY AND ALL WORK AND MATERIALS WHICH IN HIS/HER OPINION, DO NOT MEET THE REQUIREMENTS OF THE IRRIGATION PLAN, DETAILS, AND THESE WRITTEN REQUIREMENTS. 3. NO MATERIALS SUBSTITUTIONS SHALL BE MADE TO THE IRRIGATION PLAN, OR DETAILS OF THESE WRITTEN REQUIREMENTS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 4. THE IRRIGATION CONTRACTOR SHALL CONTACT THE OWNER AND THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY CONFLICTS ARISING DURING CONSTRUCTION OR INSTALLATION OF ANY IMPROVEMENTS SHOWN OR IMPLIED ON THE DRAWINGS AND/OR SPECIFICATIONS. 5. MATERIALS AND EQUIPMENT OF EQUAL TO OR BETTER THAN MAY BE SUBSTITUTED PROVIDED THE RECOMMENDED MANUFACTURERS SPECIFICATIONS ARE MET FOR QUALITY, PERFORMANCE, INSTALLATION AND WARRANTY, ETC. AND PROVIDED THE DESIGN INTENT OF THE IRRIGATION PLANS REMAIN IN FULL COMPLIANCE WITH THE AFOREMENTIONED FLORIDA IRRIGATION SOCIETY STANDARDS AND SPECIFICATIONS. 6. ALL WORK SHALL CONFORM TO ALL APPLICABLE REGULATIONS AND CODES FOR THE LOCATION OF THE WORK. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS IN ORDER TO COMPLETE THE WORK. 7. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT CONDITIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN PROCESS. FOR EXAMPLE: OBSTRUCTIONS, GRADE DIFFERENCES, WATER LEVELS, DIMENSIONAL DIFFERENCES, ETC. REFER TO THE LANDSCAPE PLAN TO AVOID CONFLICTS WITH PROPOSED TREES AND SHRUBS. 28. INSTALL A SEPARATE 120 VAC-15AMP SURGE ARRESTOR TO THE INCOMING (110 VOLT) POWER SUPPLY TO EACH CONTROLLER. PROPERLY GROUND EACH CONTROLLER TO (2) i" DIA. COPPER CLAD GROUND RODS WITH AWG #6 BARE SOLID COPPER WIRE. A PROPER GROUND SHOULD HAVE 10 OHMS OR LESS RESISTANCE TO EARTH. USE OF MULTIPLE GROUND RODS MAY BE NECESSARY TO ACHIEVE THE DESIRED RESISTANCE READING. 29. THE RAIN SHUT-OFF DEVICE SHALL BE INSTALLED TO MEET STATE AND LOCAL WATER MANAGEMENT DISTRICT CODES. OBSTRUCTIONS, VANDALISM AND EASE OF SERVICE SHALL BE CONSIDERED IN LOCATING THE DEVICE. ALL WIRING BETWEEN THE RAIN SWITCH AND THE IRRIGATION CONTROLLER SHALL BE ENCLOSED IN 4" PVC ELECTRICAL CONDUIT. 30. CONTRACTOR AGREES TO ASSUME COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD OWNER AND DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 31. ANY OTHER EQUIPMENT REQUIRED THAT IS NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 32. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY "SUNSHINE" UTILITY NOTIFICATION SERVICE (811) AND ANY OTHER INTERESTED AGENCIES OR PARTIES OF HIS/HER INTENT TO EXCAVATE AND TO OBTAIN FROM ALL AGENCIES OR OTHER INTERESTED PARTIES LOCATIONS OF ALL EXISTING UTILITIES OF EVERY KIND IN THE AREAS WHERE HE/SHE INTENDS OR PLANS TO EXCAVATE. SUCH LOCATIONS SHALL BE OBTAINED PRIOR TO STARTING CONSTRUCTION AND SHALL BE MAINTAINED DURING CONSTRUCTION. THE IRRIGATION CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE UTILITY COMPANIES IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, 33. CONTRACTOR SHALL VERIFY IF THERE IS DOMESTIC WATER AVAILABLE FOR THE PROJECT, PRIOR TO BID AND AND SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT. 34. THE IRRIGATION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH STANDARDS & SPECIFICATIONS OF TURF AND LANDSCAPE IRRIGATION SYSTEMS, FOURTH EDITION, 2000, FLORIDA IRRIGATION SOCIETY AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE DESIGN CERTIFICATION AND OTHER REQUIREMENTS OF CITY OF ZEPHYRHILLS. CONTROLLER 0 SEE IRRIGATION SCHEDULE FOR NUMBER OF STATIONS SECURE TO WALL WITH APPROPRIATE FASTENERS. O1/2" CONDULET AND CONDUIT FOR ELECTRICAL POWER PER LOCAL AND NATIONAL ELECTRICAL CODES. SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS 1/2" CONDUIT FOR RAIN SENSOR WIRE O SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS O4 1-1/4" CONDUIT FOR REMOTE CONTROL WIRES. SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS OFINISHED GRADE NOTE; LANDSCAPE AND IRRIGATION CONTRACTOR(S) SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING AND PROPOSED UNDERGROUND AND OVERHEAD UTILITIES ON THE SITE BY REVIEWING CIVIL PLANS AND BY CALLING 811 A MINIMUM OF TWO FULL DAYS BEFORE EXCAVATING. FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION NOT TO SCALE NOT TO SCALE *NOTE* • MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD -WIRED TO GROUNDED 110 VAC SOURCE. • USE OF PLUG-IN RECEPTACLE POWER CONNECTION IS NOT PERMITTED. " 7 � CONTROLLER OUTDOOR MODEL L 107J EXTERIOR WALL -MOUNT CONTROLLER O10" ROUND VALVE BOX O& COPPER CLAD GROUND ROD 50 OHMS OR LESS MAINLINE PIPE CAP ENDS AND STAKE STUB UP MEASUREMENTS FROM 2 REFERENCE ®, POINT TO STUB UP. - 40'- 4 107 MARK BACK OF CURB PVC SCH. 40 NIPPLE PVC FITTING HUNTER ELECTRIC VALVE W/ PRESSURE REG. MODULE BRICK BOX SUPPORT COMMON WIRE IN CONDUIT HOT WIRE IN CONDUIT FINISH GRADE CARSON 10" ROUND VALVE BOX WATER PROOF IRR. WIRE CONNECTORS �- PVC SCH. 40 NIPPLE W/ H.B., NOT SHOWN PVC FITTING TAPE CONTROL WIRES, 10' O.C. PVC SCH. 40 ELL 5" PEA GRAVEL SUMP PVC SCH. 80 NIPPLE NOTE: FOR RECLAIMED WATER APPLICATIONS, CONTRACTOR SHALL PROVIDE PURPLE LID FOR VALVE BOX, PURPLE HANDLE PART FOR VALVE AND PURPLE SPRINKLER CAPS PLUS ALL SIGNAGE DESIGNATING THE USE OF RECLAIMED WATER ON THE PREMISES 20'- 1 L107 AUTO CONTROL ZONE VALVE NO SCALE J.•� 'j FINISH GRAD HUNTER GEA TAPE END OF SLEEVE �� �_ INNER PIPE STUB UP SCH.40 SOLVENT -WELD PVC (REQUIREMENTS VARY - CHECK CODES FIRST) ROUGH IN SLEEVING DETAIL HUNTER SJA 3/4" SWING J NO SCALE PVC LATERAI PVC TEE EXTERIOR WALL (SEE NOTE) 2 MODEL RAIN-CLIK L 107 RUN LEAD WIRES IN CONDUIT TO CONTROLLER NOTE: MOUNT ON ANY SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY. 5 RAIN SENSOR (RAIN-CLIK L 107) NO SCALE POP-UP ROTARY HEAD DETAIL NO SCALE FINISH GRADE ■ OWNER: NESTLE WATERS NORTH AMERICA PROJECT: STORM SHELTER ADDITION- NWNA BOTTLI N G PLANT 4330 20TH ST. ZEPHYRHILLS, FLORIDA33542 Robert Finnegan PLA Planning + Urban Design + Landscape Architecture Robert Finnegan RLA Florida Landscape Architect Registration No. LA0000428 Cell: 813-766-7756 USA: 8950 Park Blvd., #604 Seminole, Florida 33777 Email: robert.finnegan@hotmail.com SEAL 6� LA '. e S ° STATE i CL RDREAT C. PINNEGAN REA M NQ IAOOOMS DRAWING IS NOE VALID WRHOUT E EM80SSE00R ELECTRONK SEAL W O INAL OR EMNAWRE P THE LWAPE ARCNITECr OE RECORD CLIENT: alston construction ONE O'HARE CENTER 6250 N. RIVER ROAD, SUITE 4050 DIRECT (847) 292-4525 M (312) 909-5904 FX (847) 292-4501 PROJECT MANAGER: R. FINNEGAN JURISDICTION: CITY OF ZEPHYRHILLS PASCO COUNTY, FLA. DATE: 08-29-2019 IRRIGATION SPECIFICATIONS & DETAILS SCALE: NO SCALE JOB NO.: 082919 SHEET NO.: I ISSUED FOR: ❑ PRELIMINARY ❑ PERMITTING E FINAL ❑ CONSTRUCTION ❑ RECORD DATE: 10-24-2019 L104 10-30-2019 8. PIPING MAY SOMETIMES BE INDICATED ON THE PLANS AS BEING LOCATED IN UNLIKELY AREAS: I.E. UNDER BUILDINGS OR PAVEMENT, OUTSIDE OF PROPERTY LINES, IN LAKES OR DITCHES, ETC. THIS IS DONE FOR GRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, PIPING IS TO BE INSTALLED IN OPEN, "GREEN" AREAS. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 9. IF REQUIRED, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE NECESSARY "RIGHT-OF-WAY" USE PERMITS. 10. MAINLINE SHALL BE INSTALLED WITH A MINIMUM OF 18" DEPTH OF COVER. 11. LATERAL LINES ARE TO BE INSTALLED WITH A MINIMUM OF 12" DEPTH OF COVER. 12. ALL WORK SHALL BE CLOSELY COORDINATED WITH THAT OF OTHER TRADES, IN ORDER TO AVOID POTENTIAL CONFLICTS. REFER TO LANDSCAPE AND UTILITIES PLAN WHEN TRENCHING TO AVOID TREES, SHRUBS AND UNDERGROUND UTILITIES. 13. ALL MATERIAL AND LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL AND FULLY GUARANTEED SYSTEM SHALL BE CONSIDERED PART OF THE WORK WHETHER OR NOT SUCH ITEMS ARE SPECIFICALLY INDICATED IN THESE DOCUMENTS. 14. THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE MEDIA (MYLAR OR SEPIA) SHOWING ALL IRRIGATION INSTALLATION INCLUDING SLEEVE PIPE LOCATIONS. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAIN LINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. WIRE DIRECTION SHALL BE INDICATED. 15. ALL HEADS SHALL BE THE PROPER TYPE FOR THE AREAS WHERE LOCATED AND SHALL BE INSTALLED, PLUMBED, AND TO THE PROPER HEIGHT. ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCE FROM ALL HARDSCAPING TO MINIMIZE WATER OVER SPRAY ON IMPERVIOUS AREAS. 16. CONTROL WIRING SHALL BE ROUTED WITH THE MAINLINE WHEREVER POSSIBLE. LOW -VOLTAGE WIRING SHALL BE 24 VOLT CONTROL CABLE TO BE'UL' LISTED, SOLID CONDUCTOR, SINGLE CONDUCTOR TYPE 'UF' 600 VOLT PVC JACKETED, SINGLE CONDUCTOR, DIRECT BURIAL CABLE. USE RED WIRES FOR -HOT, AND WHITE CABLE FOR VALVE COMMON. CABLES SHALL BE INSTALLED WITH ADEQUATE SLACK AND SURGE/EXPANSION LOOPS AND SHALL BE SPLICED ONLY IN VALVE BOXES USING SPEARS'DRIPLINE' WIRE CONNECTORS AND SEALANT OR KING TECHNOLOGY (KING 6) SILICONE -FILLED SAFETY CONNECTORS. COMMON WIRES -SIZE AWG #14 OR LARGER WHITE IN COLOR; HOT AND SPARE WIRES -SIZE AWG #14 OR LARGER RED IN COLOR. 17. UNLESS OTHERWISE NOTED, ALL SLEEVES ARE TO BE PVC SCHEDULE 40 AND TWO (2) NOMINAL SIZES LARGER THAN THE PIPE OR CONDUIT TO BE SLEEVED. FOR EXAMPLE: THE SLEEVE FOR A 2" PIPE SHALL BE 4" DIAMETER. NO IRRIGATION SLEEVE SHALL BE SMALLER THAN 2". 18. WHEREVER PRACTICAL, INSTALL VALVES IN MULCHED BEDS AND/OR OUT OF HIGH TRAFFIC AREAS. ALL VALVES, FLUSH VALVES AND WIRE SPLICES SHALL BE INSTALLED IN CARSON STRUCTURAL FOAM PLASTIC VALVE BOXES WITH LIDS MANUFACTURED SPECIFIC TO THE BOX. ALL SINGLE VALVES SHALL BE INSTALLED WITHIN CARSON 10" DIAMETER ROUND BOXES EQUAL TO CARSON #910-12. MULTIPLE VALVES GANGED AT A SINGLE LOCATION SHALL BE INSTALLED IN CARSON RECTANGULAR VALVE BOXES EQUAL TO CARSON #1419B-12. FOR RECLAIMED WATER SOURCE APPLICATIONS, THE CONTRACTOR SHALL PROVIDE PURPLE LIDS AND INSTALL PURPLE VALVE HANDLES FOR VALVES AND PURPLE CAPS FOR SPRINKLERS. 19. REFER TO VALVE DESIGNATION SYMBOLS FOR CONTROLLER, STATION NUMBER AND DESIGNED FLOW RATE FOR EACH REMOTE CONTROL VALVE. 20. ALL CONTROL WIRES SHALL BE BUNDLED AND TAPED TOGETHER AT 20' INTERVALS AND PLACED INSIDE CONDUIT AT THE SIDE OF THE MAINLINE PIPE. 21. ALL POP-UP SPRINKLER HEADS SHALL BE SITE ADJUSTED TO MINIMIZE WATER OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. 22. ALL FIXED RISER AND POP-UP SPRINKLERS SHALL BE INSTALLED A MINIMUM OF 12-INCHES FROM ANY BUILDING WALL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, LATEST EDITION. 23. THE INSTALLER SHALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, AND IN THE WRITTEN SPECIFICATIONS. SHOULD A CONFLICT BE DISCOVERED WITHIN THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST CLARIFICATION. 24. THE IRRIGATION CONTRACTOR IS TO INSPECT, EVALUATE, AND REPAIR ANY DEFAULTS IN EXISTING IRRIGATION SYSTEMS AND IT'S EQUIPMENT WHICH ARE TO BE PRESERVED AND/OR ARE TO BE TIED INTO ON THIS PROJECT, IF APPLICABLE PER SCOPE OF CONTRACT. 25. THE IRRIGATION CONTRACTOR SHALL REVIEW THE LANDSCAPE PLANS TO FAMILIARIZE HIMSELF/HERSELF WITH THE EXTENT, TYPE, PLACEMENT AND CONSTRUCTION OF LANDSCAPE IMPROVEMENTS SUCH THAT THE IRRIGATION SYSTEM CAN BE PROPERLY LAID OUT AND INSTALLED. 26. CONTROLLERS SHALL BE WALL OR POST MOUNTED AT EYE LEVEL AND WIRED FOR POWER TO THE HOUSE CIRCUIT OF 110-120 VOLTS; INSTALL CONTROLLERS AT EXTERIOR LOCATIONS WITH STAINLESS STEEL FASTENERS OR AS REQ'D.. 27. EXACT CONTROLLER LOCATIONS SHALL BE COORDINATED WITH AN OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. UNLESS OTHERWISE STATED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE 110 VOLT POWER TO THE CONTROLLER LOCATION(S). THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE CONNECTION FROM THE VALVES TO THE CONTROLLER(S). ALL LINE VOLTAGE WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN IN ACCORDANCE WITH N.E.C. AND LOCAL CODES. OCONNECTION O#6 to #10 BARE COPPER GROUNDING CONDUCTOR OCONDUIT TO CONTROLLER ' 8 CONTROLLER GROUNDING L 107 GROUND PER N.E.C. DETAIL -NO SCALE MODEL PCB/AFB MODEL HCV-50E-50 CHECK VALVE SCH 80 NIPPLE FINISH GRAD SCH 40 THREADED COUPLER PRO FLEX SWING JOINT: HUNTER'PRO-FLEX' TUBING E HSBE-050 ELBOWS (2), ALSO MARLEX STREET ELBOW (1) LATERAL TEE OR ELL 6 L107 LATERAL PIPE TREE OR VINE BUBBLER NO SCALE HUNTER MPR40 POP-UP FOR LAWNS & 12" POP-UP FOR SHRUBS & GROUNDCOVERS, TYP. HUNTER SJA-402-101-12-12' 1/2" SWING JOINT, MIN. 12" PVC LATERAL LINE PVC TEE NOTE: HEAD SHOWN ABOVE SHALL BE HUNTER MPR40 4" OR 6" IN TURF AREAS & MPR40 12" IN SHRUB/GROUNDCOVER 3 POP-UP SPRAY DETAIL L107 NO SCALE Always call 811 two full business days before you dig to have underground utilities located and maftd. Sunshine 81.com ■ ■ ■