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37827 Eiland Blvd (4)
q a it f DESIGN CRITERIA BASIS OF DESIGN: ALL CONSTRUCTION IS DESIGNED AS FOLLOWS: FLORIDA BUILDING CODE 6TH EDITION 2017 DEAD LOADS ROOF 15 PSF LIVE LOADS FLOOR 40 PSF ROOF 20 PSF WIND LOADS ASCE 7-10, 146 MPH WIND (ULTIMATE), 113 MPH (NOMINAL) BUILDINGS OF ALL HEIGHTS ANALYTICAL METHOD RISK CATEGORY II EXPOSURE CATEGORY "B" ROOF SLOPE: 0.25:12 INTERNAL PRESSURE COEFFICIENTS: GCpi = +/- .18, ENCLOSED STRUCTURE BASIC WIND PRESSURE: q= 32.5 P.S.F. (C&C) EDGE DISTANCE: a= 10 FT STRENGTH OF MATERIALS: REINFORCING STEEL ----- ------------ ------------ ------- ------ fy = 60,000 psi CONCRETE SLAB, BEAMS AND FOOTINGS ----------------- fo = 3,000 psi REINFORCED MASONRY ------- --- ---------- ------------- - f� = 1,500 psi MASONRY GROUT -------- ----- ---------------------------------- -- f� = 3,000 psi SOIL BEARING (ASSUMED, TO BE VERIFIED) ----- ------------- Sb = 2,000 psf STRUCTURAL STEEL SHAPES ------------------------------- fy = 36,000 psi STRUCTURAL STEEL SHAPES (HSS)----- -------------- - --- --- fy = 46,000 psi STRUCTURAL STEEL SHAPES (W)--- ------- ---- ---- --------- - fy = 50,000 psi LIGHT GAUGE STEEL SHAPES (18 ga. OR LESS) ------ fy = 33,000 psi LIGHT GAUGE STEEL SHAPES (16 ga. AND UP) --- ------------ -- fy = 50,000 psi BOLTS FOR WOOD AND STEEL CONNECTIONS (U.N.O.) --- A307 GENERAL NOTES: 1. THE FOLLOWING SPECIFICATIONS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEIR APPLICATION. MANUFACTURER SPECIFICATION AND LOCAL CODE REQUIREMENTS, WHEN IN EXCESS OF MINIMUM SPECIFICATION SHALL CONTROL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCIES TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2. AT CONSTRUCTION ISSUE, THESE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING, METHODS SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK. 3. VERIFY ALL DETAILS AND DIMENSIONS WITH EXISTING CONDITIONS, ARCHITECTURAL DOCUMENTS AND PROPERLY COORDINATED, APPROVED SHOP DRAWINGS. 4. NO COMMENT, NOTE OR DETAIL IN THESE STRUCTURAL DOCUMENTS SHOULD BE MISCONSTRUED AS A DESIGN FOR WATERPROOFING OR DAMPPROOFING. SPECIFIC DESIGN FOR MOISTURE CONTROL AND PERMANENT PROTECTION OF STRUCTURAL MATERIALS FROM THE ELEMENTS IS TO BE COMPLETED BY OTHERS AND COORDINATED WITH THE STRUCTURAL DOCUMENTS. FOUNDATION NOTES: 1. FOOTINGS SHALL BEAR ON SOIL SUITABLE FOR SUPPORTING 2000 P.S. NET ALLOWABLE BEARING. IF QUESTIONABLE SOIL IS ENCOUNTERED, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2. FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION. 3. EXPANSION AND CONTROL JOINTS ARE TO BE PLACED PER A.C.I. RECOMMENDATIONS. PREPARE A CRACK CONTROL PLAN BASED ON CONSTRUCTION SEQUENCING AND PROPOSED ACTUAL FLOOR AND WALL FINISHES, AND SUBMIT TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3.1 NO CONTROL JOIN SHALL INTERSECT AN ADJACENT CONTROL JOINT AT AN ANGLE <90°. 3.2 CONTROL JOINTS SHALL ONLY INTERSECT A CURB OR OTHER STRUCTURAL MEMBER AT ANGLE OF 901. 4. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED PER "REINFORCING STEEL SPLICE NOTES". 5. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS, U.N.O. 6. THERE SHALL BE NO PLUMBING LINES RUNNING PARALLEL TO, WITHIN OR UNDER ANY FOUNDATION BEAM. 7. PLACE A 10 MIL VAPOR RETARDER OF POLYETHYLENE UNDER ALL CONCRETE SLABS, U.N.O. 8. ALL FOOTING BOTTOMS MUST BE PLACED A MINIMUM OF 12" BELOW FINISH GRADE. 11 SITE WORK NOTES: 1. PERFORM EXCAVATION, ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES, TO THE LINES, GRADES, ELEVATIONS INDICATED ON THE DRAWINGS AND ACCORDING TO RECOMMENDATIONS FOUND IN SUB SURFACE REPORT BY GEOTECHNICAL ENGINEER. 2. ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM MOISTURE CONTENT. A COMPACTION REPORT FROM QUALIFIED SOILS ENGINEER SHALL BE TAKEN AND SUBMITTED TO ENGINEER OF RECORD. 3. PROVIDE SOIL POISONING TO CONTROL TERMITES AS REQUIRED BY GOVERNING CODES. MASONRY NOTES: 1. VERIFY ALL DETAILS AND DIMENSIONS WITH EXISTING CONDITIONS, ARCHITECTURAL DOCUMENTS AND PROPERLY COORDINATED APPROVED SHOP DRAWINGS. 2. EXPANSION AND CONTROL JOINTS ARE TO BE PLACED PER A.C.I. RECOMMENDATIONS. PREPARE A CRACK CONTROL PLAN BASED ON CONSTRUCTION SEQUENCING AND PROPOSED ACTUAL FLOOR AND WALL FINISHES, AND SUBMIT TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3. THE MASONRY CONTRACTOR MUST EMPLOY A CERTIFIED STRUCTURAL MASONRY INSPECTOR. THE INSPECTOR MUST BE IN ATTENDANCE AND MONITOR ALL REINFORCED MASONRY OPERATIONS INCLUDING DOWEL PLACEMENT. PROVIDE DAILY REPORTS TO THE ENGINEER OF RECORD. 4. PROVIDE 48 BAR DIAMETER MINIMUM LAP. 5. PROVIDE CONTINUOUS TRUSS TYPE OR LADDER TYPE #9 GAUGE GALVANIZED HORIZONTAL JOINT REINFORCEMENT AT 16 O.C. CONCRETE FOUNDATION NOTES AND SPECIFICATIONS: 1. ALL CONCRETE WORK SHALL CONFORM TO THE "A.C.I. BUILDING CODE", ACI 318 AND ACI 301, LATEST EDITION. 2. DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WiTH ACI 315-99, "ACI DETAILING MANUAL - 1999." 3. UNLESS OTHERWISE NOTED, ALL REINFORCING BARS SHALL CONFORM TO ASTM A-615 GRADE 60 (60,000 PSI YIELD). REINFORCING SHALL BE FREE FROM OIL, DIRT AND OTHER MATERIALS THAT WOULD REDUCE THE BOND WITH THE CONCRETE. 4. WELDED WIRE REINFORCING (WWR) SHALL CONFORM TO ASTM A-185. WELDING WIRE REINFORCING SHALL BE CHAIRED TO MAINTAIN THE REINFORCING AT ONE-THIRD THE DEPTH BELOW THE TOP SURFACE DURING CONCRETE PLACEMENT. SUPPORTS SHALL BE AT 2'-O" O.C. EACH WAY. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. 5. UNLESS OTHERWISE NOTED, CONCRETE PROTECTION FOR REINFORCING SHALL BE AS SPECIFIED IN THE "A.C.I. BUILDING CODE", (ACI 318 LATEST EDITION). 6. CONCRETE STRENGTH AND PROTECTION FOR REINFORCEMENT OF POURED -IN -PLACE MEMBERS; SEE SECTION 7.7 ACI 318 LATEST EDITION. CONCRETE COVER, IN. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ................ 3 B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. NO. 6 THROUGH NO. 18 BARS........................................................................... 2 B.2. NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER ................................................ 11 C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: C.1. SLABS, WALLS, JOISTS: C.1.1. NO. 14 AND NO. 18 BARS......................................................................... 1 C.1.2. NO. 11 BAR AND SMALLER...................................................................... a C.2. BEAMS, COLUMNS: C.2.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS .................... 12 C.3. SHELLS, FOLDED PLATE MEMBERS: 3 C.3.1. NO, 6 BAR AND LARGER .................. ........................................................ q C.3.2. NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER .................................... 2 7. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOBSITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO ENSURE A PUMPABLE AND WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOBSITE. THE USE OF PLASTICIZERS, RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF ADDITIVES. THE USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. 8. CONCRETE SLUMP TESTS SHALL BE MADE BEFORE AND AFTER THE ADDITION OF ADMIXTURES AND MAY BE TAKEN AT THE BACK OF THE TRUCK. CONCRETE FOR THE PREPARATION OF TEST CYLINDERS SHALL BE TAKEN FROM THE HOSE END FOR CONCRETE PLACED BY PUMP. 9. REINFORCING STEEL SPLICE NOTES: 9.1. ALL REINFORCING STEEL SHALL BE SPLICED AS NOTED BELOW AND AS REQUIRED IN THE A.C.I. BUILDING CODE (LATEST EDITION). 9.1.1. LID NOTED IN THE DETAILS AND TABLES BELOW IS THE STRAIGHT BAR DEVELOPMENT LENGTH PER ACI-318. 9.1.2. CLASS B LAP SPLICE TABLE SHALL BE USED FOR ALL LAP SPLICES AND BAR DEVELOPMENT UNLESS NOTED OTHERWISE. 9.1.3. ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED WITH A CLASS B LAP SPLICE AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE HOOK. 9.1.4. SPLICE TOP BARS AT CENTER OF SPAN, SPLICE BOTTOM BARS AT SUPPORTS WITH CLASS B LAP SPLICE. 9.1.5. SPLICE ALL VERTICAL BARS IN COLUMNS AND VERTICAL AND HORIZONTAL BARS IN SHEAR WALLS WITH A CLASS B LAP SPLICE UNLESS NOTED OTHERWISE. 9.1.6. LAP SPLICES FOR #14 AND LARGER BARS SHALL BE MADE WITH MECHANICAL COUPLERS TO DEVELOP 125% OF THE BARS CAPACITY. 9.1.7. INCREASE DEVELOPMENT LENGTH SHOWN IN TABLES BELOW BY 1.25 FOR 75 KSI STEEL. 9.1.8. INCREASE DEVELOPMENT LENGTH SHOWN IN TABLES BELOW BY 1.50 FOR EPDXY COATED BARS. 9.1.9. INCREASE DEVELOPMENT LENGTH SHOWN IN TABLES BELOW BY 1.30 IF BAR IS TO BE USED AS A TOP BAR IN A BEAM OR SLAB WITH 12" OF FRESH CONCRETE BELOW THE BAR. 9.1.10. THE FOLLOWING TABLES ASSUME ONE OF THE BELOW CONDITIONS, PER ACI, ARE MET: 9.1.10.1. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN CODE MINIMUM. 9.1.10.2. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2 db AND CLEAR COVER NOT LESS THAN db. 9.2. ALL HOOKED REINFORCING STEEL SHALL BE AS NOTED BELOW AND AS REQUIRED IN THE A.C.I. BUILDING CODE (LATEST EDITION). 9.2.1. Lhb NOTED IN THE SCHEDULE BELOW IS THE BASIC TENSION DEVELOPMENT LENGTH FOR STANDARD A.C.I. HOOKS, MEASURED FROM THE CRITICAL SECTION TO THE END OF THE HOOK. 9.2.2. Ldh = 1.25*Lhb FOR 75 KSI STEEL. 9.2.3. Ldh = 1.2*Lhb FOR EPDXY COATED REINFORCING BARS. 9.2.4. Ldh = Lhb UNLESS CONDITIONS NOTED IN B. OR C. ARE NEEDED AND SHALL NOT BE LESS THAN 6" OR 8 BAR DIAMETERS. 10. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ANY OTHER ADDITIONAL SLEEVES, ANCHORS, VENT OPENINGS, ETC., NOT SHOWN ON STRUCTURAL PLANS THAT MIGHT BE REQUIRED. 11. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL CONCRETE HAS LOST SURFACE WATER SHEEN OR ALL FREE WATER. DO NOT SPRINKLE FREE CEMENT ON THE SLAB SURFACE. FINISHING OF SLAB SURFACES SHALL COMPLY WITH THE RECOMMENDATIONS OF ACI 302.1 AND 304. 12. PROVIDE 7 DAY CURING OF SLAB IMMEDIATELY AFTER FINISHING. 13. PROTECT THE CONCRETE SURFACE BETWEEN FINISHING OPERATIONS ON HOT, DRY DAYS OR ANY OTHER TIME THAT PLASTIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP, PLASTIC MEMBRANE OR FOGGING. PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN, HAIL OR OTHER INJURIOUS EFFECT. ANY AND ALL MATERIALS USED FOR CONCRETE PROTECTION SHALL BE CHECKED FOR COMPLIANCE WITH FINISH FLOOR MATERIALS. 14. RESHORING WHEN REQUIRED, TO EXTEND AT LEAST TWO FLOORS BELOW FLOOR SUPPORTING PROCEDURE TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR APPROVAL. 15. AN INDEPENDENT CERTIFIED TESTING LAB SHALL VERIFY AND PROVIDE REPORTS CERTIFYING THE FOLLOWING: 15.0.1. CONCRETE PLANT BATCH TICKETS FOR EACH TRUCK VERIFY THAT THE CONCRETE MATCHES THE APPROVED DESIGN MIX. 15.0.2. CONCRETE SLUMP IS IN ACCORDANCE WITH APPROVED DESIGN MIX. 15.0.3. CONCRETE PLACEMENT OPERATIONS ARE IN ACCORDANCE WITH ACI SPECIFICATIONS. 15.0.4. CONTROL JOINTS ARE INSTALLED WITHIN THE ACI TIME ALLOWANCE. 15.0.5. FALSEWORK (OR GROUND FLOOR), LAYOUT AND PROPER CURING METHODS ARE BEING UTILIZED. 16. NO CONCRETE SHALL BE PLACED OUTSIDE OF THESE SPECIFICATIONS WITHOUT THE OWNER'S PRIOR APPROVAL. DISCREPANCIES WITH THE OUTLINED SPECIFICATION SHALL BE REPORTED TO THE OWNER AND STRUCTURAL ENGINEER WITHIN 24 HOURS. POST -INSTALLED ANCHOR NOTES 1. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. 2. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER -OF -RECORD PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. 3. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER.THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. 4. CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. 5. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. PROVIDE CONTINUOUS SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE EVALUATION REPORT. 7. CONTACT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR PRODUCT RELATED QUESTIONS AND AVAILABILITY. STRUCTURALSTEEL: 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS, UNLESS NOTES OTHERWISE ON PLAN: ROLLED W SHAPES ASTM A992, GRADE 50 ROLLED C & MC SHAPES ASTM A36 ANGLES ASTM A36 ROUND HSS ASTM A500, GR B (Fy=42 KSI) RECTANGULAR HSS ASTM A500, GR B (Fy=46 KSI) 2. ALL SHOP AND FIELD WELDING SHALL CONFORM TO AWS STRUCTURAL WELDING CODE, ANSI/AWS D1.1. 3. DESIGN CONNECTIONS FOR ALL BEAMS TO SUPPORT HALF OF THE UNIFORM CAPACITY SHOWN IN AISC "TABLES FOR ALLOWABLE LOADS ON BEAMS" FOR THE GIVEN SECTION AND SPAN UNLESS OTHERWISE SHOWN ON PLANS. 4. GROUT BELOW BASE PLATES SHALL BE NON -SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI. 5. HOT -DIP GALVANIZE ALL STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO WEATHER AFTER FABRICATION. OPEN WEB STEEL JOISTS: 1. ALL STEEL JOISTS SHALL CONFORM TO THE STANDARDS OF THE STEEL JOIST INSTITUTE. 2. THE JOISTS SHOWN IN THE DRAWINGS ARE THE MINIMUM SIZE REQUIRED. 3. ALL JOISTS ARE TO BE CAMBERED PER SJI STANDARDS. 4. PROVIDE A MINIMUM END BEARING ON STEEL SUPPORTS AS REQUIRED BY SJI. STAGGER THE ENDS OF JOISTS IF NECESSARY. 5. PROVIDE HORIZONTAL OR DIAGONAL TYPE BRIDGING FOR ALL JOISTS PER SJI SPECIFICATIONS. ANCHOR ALL ENDS OF BRIDGING LINES THAT TERMINATE AT WALLS OR BEAMS. 6. PROVIDE ALL JOISTS AND ACCESSORIES WITH ONE SHOP -COAT OF PAINT AS SPECIFIED IN SJI STANDARDS 7. JOIST SEATS SHALL BE A UNIFORM DEPTH OF 2-1/2" AND BE WELDED TO ALL SUPPORTS WITH A MINIMUM OF TWO 6' BY 2" LONG FILLET WELDS, OR AS REQUIRED FOR UPLIFT. 8. ALL ITEMS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILING SUPPORTS, FIXTURES, DISPLAYS, ETC., WHICH ARE TO BE SUPPORTED BY, OR HUNG FROM, STEEL JOISTS SHALL BE FRAMED WITH AUXILIARY FRAMING TO THE PANEL POINTS OF THE STEEL JOIST OR GIRDER WHEN THE CONCENTRATED LOAD EXCEEDS 50 LBS. METHODS OF FRAMING THAT INDUCE BENDING IN THE STEEL JOIST CHORDS OR WEB MEMBERS WILL NOT BE PERMITTED. 9. ADDITIONAL DESIGN LOADS FROM ARCHITECTURAL FEATURES, ROOFTOP EQUIPMENT, OR ANY OTHER CONCENTRATED LOADS SHOWN ON THE DRAWINGS, SHALL BE CONSIDERED AS ADDITIONAL COLLATERAL LOADS. METAL DECKS: 1. THE METAL DECK AND INSTALLATION ARE TO COMPLY WITH THE REQUIREMENTS OF THE STEEL DECK INSTITUTE (SDI). 2. REFERENCE CONSTRUCTION DOCUMENTS FOR TYPE, SIZE, GAUGE AND FINISH OF METAL DECK. 3. DECK SHALL BE PLACED IN A MINIMUM TWO SPAN CONDITION. SINGLE SPANS ARE NOT PERMITTED UNLESS SPECIFICALLY SHOWN IN THE DOCUMENTS. 4. PROVIDE A MINIMUM BEARING AT 2" AT ALL SUPPORTS. 5. WELDING OF DECK SHALL BE IN ACCORDANCE WITH ANSI/AWS D1.3 "STRUCTURAL WELDING CODE - SHEET STEEL." 6. STEEL DECK SHALL BE STORED OFF THE GROUND WITH ONE END ELEVATED TO PROVIDE DRAINAGE. 7. DO NOT ATTACH ANY ITEMS SUCH AS LIGHT FIXTURES, DUCTS, HANGING SOFFITS AND PIPING TO THE METAL ROOF DECK WITHOUT WRITTEN APPROVAL BY THE ENGINEER. SUBMITTALS: 1. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: 1, 1. REINFORCING STEEL 1.2. CONCRETE MIX DESIGN 1.3. STRUCTURAL STEEL 1.4. METAL DECKS 1.5. OPEN WEB STEEL JOISTS (*) 1.6. MASONRY PRODUCTS INCLUDING VERIFICATION OF fm AND CERTIFICATES FOR ALL OTHER MATERIALS USED IN MASONRY CONSTRUCTION INDICATING THE COMPLIANCE WITH THE CONTRACT DOCUMENTS. 1.7. EMBEDDED ITEMS (PLATES, ANGLES, BOLTS, ETC.) 1.8. PRE-ENGINEERED ALUMINUM CANOPY (*) ALL ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SIGNED, SEALED, AND DATED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA. 2. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. 3. SUBMIT ALL MANUFACTURERS LITERATURE FOR ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION ON THE PROJECT. CLASS A SPLICE (USE ONLY IF NOTED ON DRAWINGS) A.C.I. REINFORCING DEVELOPMENT LENGTH SCHEDULE (Ld) CONCRETE STRENGTH (PSI) REINF. SIZE 3000 4000 5000 6000 7000 8000 10000 12000 #3 - 17" 15" 13" 12" 12" 12" 12" 12" #4 22" 19" 17" 16" 15" 14" 12" 12" #5 28" 24" 22" 20" 18" 17" 12" 12" #6 33" 29" 26" 24" 22" 21" 15" 15" 47 48" 42" 38" 34" 32" 30" 27" 27" 98 55" 48" 43" 39" 36" 34" 30" 30" #9 52" 54" 48" 44" 41" 38" 34" 34" #10 70" 61" 54" 50" 46" 43" 39' 39" #11 78" 67" 60" 55" 51" 48" 43" 43" CLASS B SPLICE (TO BE USED U.N.O.) A.C.I. REINFORCING DEVELOPMENT LENGTH SCHEDULE (1.3 Ld) CONCRETE STRENGTH (PSI) REINF. SIZE 3000 4000 5000 6000 7000 8000 10000 12000 #3 23" 20" 17" 16" 16" 16" 16" 16" #4 29" 25" 23" 21" 20" 19" 16" 16" #5 37" 32" 29" 26" 24" 23" 16" 16" #6 43" 38" 34" 32" 29" 28" 20" 20" 97 63" 55" 50" 45" 42" 39" 36" 36" 98 72" 63" 56" 51" 47" 45" 39" 39" #9 Bill 71" 63" 5F 54" 50" 45" 45" #10 91" 80" 71" 66' 60" 56" 51" 51" #11 j 102" 1 88" 1 78" 1 72' 1 67" 63" 56" W A.C.I. STANDARD HOOK REINFORCING DEVELOPMENT LENGTH SCHEDULE (Lhb) CONCRETE STRENGTH (PSI) REINF. SIZE 3000 4000 5000 6000 7000 8000 9000 10000 #3 9" 8" 7" 6' fill fill 6" fill #4 11" 10" 9" 8" 8" 7" 7" 6, #5 14" 12" 11" 10" 9" 9" F. 8" #6 17" 16. 13" 12" 11" 11" 10" 9" #7 20" IT 15" 14" 131, IT 12" 11° #8 22" 19" 17" 16" 15" 14" 13" 12" #9 25" 22" 20" 18" 17" 16" 15" 14" #10 28" 25" 22" 20" 19" 18" 17" 16" #11 31" 27" 24" 22" 21" 19" 18" 17" Ldh CRITICAL SECTION Ldh --I CRITICAL SECTION SYMBOLS AND ABBREVIATIONS: HSS = HOLLOW STRUCTURAL SECTION SJI = STEEL JOIST INSTITUTE ADUL = ADDITIONAL K.O. = KNOCKOUT SL = STEEL LINE ARCH. = ARCHITECTURAL LBS = POUNDS SYP = SOUTHERN YELLOW PINE BL = BUILDING LINE LLH = LONG LEG HORIZONTAL T&B = TOP AND BOTTOM B.O.B. = BOTTOM OF BEAM LLV = LONG LEG VERTICAL T.O.B. = TOP OF BEAM B.O.C.P. = BOTTOM OF CAP PLATE MAX = MAXIMUM T.O.S.O.G. - TOP OF SLAB ON GRADE C.I.P. = CAST IN PLACE M.C.J. = MASONRY CONTROL JOINT T.O.C. = TOP OF COLUMN cj = CONTROL JOINT MEP = MECHANICAL, ELECTRICALAND PLUMBING T.O.C.P. = TOP OF CAP PLATE CL = CENTER LINE MIN = MINIMUM T.O.F. = TOP OF FOOTING CFS = COLD FORMED STEEL N.T.S. = NOT TO SCALE T.O.J.B = TOP OF JOIST BEARING CMU = CONCRETE MASONRY UNIT O.C. = ON CENTER T.O.M. = TOP OF MASONRY CONC. = CONCRETE PL = PLATE TS = TUBE STEEL CONT. = CONTINUOUS PLF = POUNDS PER LINEAR FOOT U.N.O. = UNLESS NOTED OTHERWISE E.F. = EACH FACE PSF = POUNDS PER SQUARE FEET VERT. = VERTICAL E.W. = EACH WAY PSI = POUNDS PER SQUARE INCH V.I.F. = VERIFY IN FIELD EXP. = EXPANSION P.T. = PRESERVATIVE TREATED WWR = WELDED WIRE REINFORCEMENT F.F. = FINISH FLOOR REINF. = REINFORCEMENT W/ = WITH FT = FEET REQ'D = REQUIRED & = AND GA. = GAUGE 0 = DIAMETER GALV = GALVANIZED ° = DEGREES HORZ = HORIZONTAL COMPONENTS AND CLADDING WIND PRESSURE CHART COMPONENTS AND CLADDING COMPONENTS AND CLADDING ULTIMATE PRESSURE SCHEDULE ULTIMATE PRESSURE SCHEDULE WALLS, DOORS AND WINDOWS ROOFS ENCLOSED BUILDING ENCLOSED BUILDING GCp +/- 0.18 GCPI=+/- 0.18 (+) INDICATES INWARD; (-) INDICATES OUTWARD (+) INDICATES INWARD; (-) INDICATES OUTWARD NOT WITHIN a' OF EFFECTIVE AREA OF WITHIN a' OF NOT WITHIN a' OF EFFECTIVE AREA OF WITHIN a' OF CORNER BUT NOT WITHIN a' OF CORNER, EAVE OR COMPONENT CORNER CORNER COMPONENT CORNER WITHIN a' OF EAVE OR TRANSITION TRANSITION 0 S.F. < "AREA" < 10 S.F. +35.1 -46.8 +35.1 -38.0 0 S.F. < "AREA" < 10 S.F. +15.6 -96.9 +15.6 -64.4 +15.6 -38.4 20 S.F. < "AREA" < 50 S.F. +33.5 -43.6 +33.5 -36.4 20 S.F. < "AREA" < 50 S.F. +14.6 -80.0 +14.6 -57.5 +14.6 -37.4 50 S.F. < "AREA" < 100 S.F. +31.5 -39.7 +31.5 -34.5 50 S.F. < "AREA" < 100 S.F. +13.3 -58.2 +13.3 -48.4 +13.3 -36.1 100 S.F. < "AREA" < 500 S.F. +28.3 33.5 +28.3 -31.2 > 100 S.F. +12.4 -41.6 +12.4 -41.6 +12.4 -35.1 > 500 S.F. 1 +26.3 -29.3 1 +26.3 -29.3 NOTES: ALL BUILDING ELEMENTS EXPOSED TO WIND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS TO RESIST THE WIND PRESSURES INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR AIR AND WATER INTRUSION. WIND LOADS ABOVE ARE ULTIMATE LOADS. USE ULTIMATE WIND PRESSURE W/ ASCE7-10 LOAD COMBINATIONS, MULTIPLY LOADS BY 0.6 TO OBTAIN NOMINAL LOADS. SHEET INDEX SHEET DESIGNATION DESCRIPTION S0.0 DESIGN CRITERIA S1.0 FOUNDATION AND SLAB PLAN S1.1 LOW FRAMING PLAN S1.2 HIGH FRAMING PLAN S2.0 SECTION S2.1 SECTION S2.2 SECTION S2.3 SECTION S3.0 STRUCTURAL DETAILS SM STRUCTURAL DETAILS S3.2 STRUCTURAL DETAILS S3.3 STRUCTURAL DETAILS S4.0 STRUCTURAL FABRICATION DETAILS S4.1 STRUCTURAL FABRICATION DETAILS S4.2 STRUCTURAL FABRICATION DETAILS r w O w - LL i-aU_ NJ L1 joa w = fA '.L d 00) UQ Q cn w 00 �a J LL QZ uo M rn rn m M_ M o) CV a. u- U 2 O 15, � U m OZ 2 w U) N Z =)co Z C? co W w QQm �0. LL o _j En U Z Lu J W LL W 0 Z Q Z< u) 0 Lu m1lw�ww-rw=m ww_j m 2 D 6 -F-w W O m c V w W H Z Q U- Q U Q Z - W" OQww=Z"OJgW ~wH WWRF=�w0 1--(5-M 0❑z-1 }_j 5 -wi,-wwm U u �o=) wm(°-'(n<n 1=Z=z�z=o�QO 0.YH-QUO~O W 0. V}�- w7U1=-- w -�O O O w w Q 10 Z 0 0 W fy ERNI E c 0 J U < J LL J J m Q Q J CL Y= tl d W W JOB NO. E1�9-208 `` " _ DATE 08/27/201 ''y DRAWN AG DESIGN AG FOUNDATION AND SLAB PLAN FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. 81.0 L o C`' M C:) L � o) 0):. (f) M (7 (A CV MONOLITHIC STIFFENED SLAB PAD FOOTING SCHEDULE STEEL BASE PLATE SCHEDULE a U LL cliP-T (11�'S SAGI`MAY TCPAND BOiiOw1. 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I I I j j CF-1 I I BP-1 BP-1 BP-1 c.l. i I ,o 0 0 . . . . . . . . . I I I I I I I I I I I I I I I j j I I I I j i j LL c' Z LC4 cli .4 ui co l� C6 6 1 I I I I I I I I I j j I I I I j j I LL [DIM O O I I I j j I I I I j CF-1 REINFORCED MASONRY I I I j 4 j i COLUMN ppp A ® El U ry n q O O ID O O 0 O OO 000 00000 • Il�ll CF-1 CF-1 u. CF-1 N LL REINFORCED MASONRY COLUMN REINFORCED MASONRY � ®O o o a GI COLUMN O 1 S3.0 J ° LL CF-1 0 BP-1 �I J J o� -w LL1 N JOB NO. E19-208 DATE 08/27/2019 DRAWN AG 1 DESIGN AG S3.0 FOUNDATION AND SLAB PLAN BP-1 BP-1 FOUNDATION AND SLAB El 0 0 0 o PLAN SCALE: 1 /8"=1'-O" CF-1 BP 1 Si.0 FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. CONTINUOUS CONVENTIONAL FOOTING SCHEDULE ES @i4-oc. AY�SOc. STEEL BEAM SCHEDULE vna e -11 1O 2Q , 4 3 4 5 6 I 2 1 2 S2.2 S2.0 2.0 I I MH-1 M +11 MH-1 MH-2 MH-1 MH-1 O O G O G G G G G G G G G G OG G G G O G G G G G G G G 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I I 1 1 1 1 1 1 1 I I I 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 I 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 —1 1 1 1 1 1 1 J 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 —1-- — L --1--J -- --1 --���-- --1-- -- --1,�_�— -- -- 1�—�-- -----iL —1_---��-1---�-- -- -- -- --�----���-- — ------�-- -- 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 i 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I 1 1 1 I 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 El 1 I I 1 1 1 1 1 I 1 1 1 1 I I 1 1 I I 1 1 ! I 1 1 1 1 I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 —1- - - — — 4- — —1— — �' — — — —1— — -1 — L 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 18K3 BAR JOIST I 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 201<6 BAR JOIST 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 �- — 1 —1— 1 — -F — 1 1 — — EI— 1 — 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -t — 1 t- — 1 —I— 1 1 — - �1- 1 — —1— 1 — -1 — 1 — t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 El 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 I 1 1 1 I I 1 1 1 1 1 1 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i— 1 1 1 1 1 1 — i El — y — —I— — rt — — —.�-I — -r — — — —1— — -y — — t- — —1— — rt — — —I— — — — — —1— — rt — — t- —I— — -7 — — — —1— — 1 — — t- — —1— - T — — T — — — -� — — T — —,— — - r — T — —,— — -r — — T — —,— — _r — — T 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 I I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 -,-- 1 — I 1 --,-- 1 --,-- 1 1 —4�---,---T-- 1 1 1 _J — --1� 4 1 —1 1 1 1 I I 1 1 �! 1 1-- -- 1— --I--- ---1-- -- 1 1 1 1 1 1 , 1 1 1 1 1 1 1 I �— t ,--4--k--Fj--T--rt—,---L�--��--1--T--T---��--1 1 1 I I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 G G 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 I 1 G G G p 1 1 1 1 1 1 1 1 1 1 I I 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EA-1 IN WALL 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 S�1 1 1 1 1 1 1 1 1 1 1 1 1 1 IC-1 1 1 1 1 1 1 1 1 1 1 1 1 1 tG_1 1 1 I 1 1 1 1 I 1 1 1 2 1 1 1 1 1 1 SB-11 1 1 1 1 1 1 BETWEEN I 1 SB_¢ 1 1 1 BETWEEN 1 1 SB-1 t 1 1 1 1 1 9ETWEEN 1 1 SB13 1 I 1 1 BETWEEN 1 1 I 1 SB-M 1 1 1 1 S2.2 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 t 1 1 1 1 t I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • —�'—�— I---1--+--8—�--+-- 1- —1---E�--v----1--+--1-- .= —--f---1--+-- t�—�---r--r----1--�—�— rt--r—�--� -- r— �--y 1 1 1 1 1 t 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 lI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 13 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 20K6 BAR JOIST 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 S3.0 53.0 1 1 —mot— 1 rt--r--1-- 1 1 1 1 -P--�—! 1 r--r--r--r�—�-- 1 1 1 1 1 r--1--rt-- 1 1 1 1 �- �i-- p 4 O.C. 1 t---1— 1 1 r--,---r---I---,Po--r--T 1 1 1 1 I 1 1 —I---r--��-�,--T--T--, 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 I I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 S3 .n II 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 4--4---�--�T— �--4--�--�--�--T--j--�---k— -4--4--T---j---ITS---�-- � -- --,�--�--, —�-- � --�- -�-- � -- � --� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NC-3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EA-1 IN WALL 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 SC-5 BETWEEN. EXTENDS 1 1 1 1 I 1 1 SC-4 BETWEEN. EXTENDS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 =t 1 1 1 1 1 I 1 1 h- — —i 1 1 I 1 t SC-2 1 1 1 1 1 I _j0 HIGH FRAMING 1 1 J 1 TO HIGH FRAMING 1 1 1 SB-51 1 I 1 1 1 1 S 1 1 1 B TWEEN 1 1 SB- 1 1 I 1 1 1 SBI3 1 1 1 1 1 1 SB-81 1 1 — •�. -J -----1--+--1.—--+--1--�--+ �-o 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 8 1 1 F I 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 1 S3.0 1 1 1 ISC-3 1 I 1 I 1 1 I I 1 I 1 I I I I 1 1 I I 1 I 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 - -i --�-- 1--_L -- --- -- ---� -- — --,--- 1 -�--�- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OPEN TO ABOVE S3.0 t 1 1 1 1 1 I I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1--L---J-- �— —1 I-- —1 �— —L—J--�-- -I---L--I---Lv� 1 1 1 1 1 1 1 1— 1 1 1 20K6 BAR JOIST 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 @ 4' O.C. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 SC-6 CENTER AND ATTACH TO TOP -f —�i- --i --- i --i ---� - i-�- --1 ---L-J- -L OF BEAM EXTENDS TO HIGH 1 1 1 1 1 1 1 1-- 1 1 1 1 I 1 1 1 1 j FRAMING. BP-3 TOP AND BOTTOM SC-7 CENTER AND ATTACH TO TOP EA-1 IN WALL 7X4 DECK CLOSURE ANGLE FIELD WELDEDFULLY OF BEAM EXTENDS TO HIGH 1 , 1 1 1 1 , 1 , 1 , I 1 1 1 1 1 1 , 1 1 1 1 1 I I 1 1 1 1 1 , ALL-AROUND @ BEAM WEB AND PERIMETER ANGL FRAMING. BP-3 TOP AND BOTTOM 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 MH-3 SB-10 —�—d— --1---1---�- --- --1--- d-- --t---1------�-- ---=---1--- —_ EIo• — / A 1 -- - ----- - - -- - -- - a ' - - 1 -- --1 - - I __..- - --L--� - 1- 4- - - MIi3 �J G 0 0 G ID GO G • 0 • LOW ROOF FRAMING LOW ROOF FRAMING EA- I 1 N WALL MH-1 MH-2 MH-2 MH-3 MH-3 OPEN TO BELOW 600S162-43(33) @ 16" O.C. EA-1 IN WALL c 600S162-43(33) @ 16" O.C. 10 0 C. 0 0 —& — MH-2 1 S3.0 2 sc-10 T S2.0 2.0 LOW FRAMING PLAN SCALE: 1 /8"=V-0" 6 S3.1 I 7 3.1 00 LOW ROOF CANOPY FRAMING OPEN TO BELOW 2� BACK-TO-BACK BACK-TO-BACK 800S162-54(50) @ 16" O.C. 53.1 II III SB-18 SC-11 5 CANOPY 12X4C CEE JOISTS @ 16" O.C. EA-1 IN WALL SC-12 UNDER BEAM W/ BP-3 AT TOP L�6�I�I�i91E� EA-1 IN WALL SG-9 EXTENDS TO HIGH FRAMING a gj SC-8 EXTENDS TO HIGH FRAMING 14 S3.0 n L r M CD j CD m m M M CN CN a Ui U 2 O � U > U J Z m of 2 W U W W N Z_ m .— O co W U- W Q Q m co d � Q V' LC7 � W ) O r J W ` m a LLJ O W J WinIY O Q Z Z O-j Q p U)LLW0z Z < w J_ W_jw=wm LuX:m ww-, m2=oF-�m W m W w W O m N U W W p Q 0> U Q Z W f- p Q 2 0 m Z o 0 u Q� U H W m_j W Z J =0 U)D0LL wm J F- UF— W FF---wwm_ �p���CD-1Ui(5 F-Z2Z�Z=cl W QO wYF Q�OFSSO W U} LL w S U W —20 p O cr- r r Z O w w loom®® INR® I U < J LL (n J J D Q ry Z = W W N JOB NO. E19-208 DATE 08/27/2019 DRAWN AG DESIGN AG LOW FRAMING PLAN S1.1 FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION' BY THE ENGINEER. I`- M STEEL BEAM - SCHEDULE M r 1 1 oESIcuATION r r �.1 Wldvde 0) m 0) cB3 W19v98 ,� KS.". M _M cy) � N sa> w19.as w d.e a ILLU —11 Sa14 1 -14- 2 7 W n9. 3 6 7 0 1 2 1 0 S .3 S2.2 S2.1 S2.1 m R m W U W (n N Z co T '1 CMw W u- W Q Q m co ao o 0 0 o o a o a coo S o— --- - D I 0 1 o v ti O9 to E o LLi O ; v) W C mED �r a v'` W U) N �2 ED LL. J cn W ■ G3 OLL W f4ZQZQw W W n= Lu J o Z W z) mJ W" W ILrwmm W� m =mLUW WOm"wwm o o o o o 00 ~Z `tOQZOO�Q W L G7 ~ Ill U` Uwwm-jOZ =1O Q C O LL. W W m — o w O Ir z� w"fn Z WY�¢c~n(DF=-oW¢a U WO w U F- W O 0 u a H c� 0 0 0 E. I I 4 0 © S3.1 o U) SB-3 SB-13 o Z ED i W 5 0 S3.1 ZC-l! M 'i L's t0 ti . - A B C D o SECTION SCALE: 1/4" = 1'-0" L r 0 0 M r i m � 0) M co0) 0 a u- v 2 0 � U > U J Z m � = W U W In N Z r — U c'M W LU W W Q Q m (I)CL � Q ---- ------ ----- - to -�,- ui l a 12' -108° z U J w 12'-0" „... T.p.B.,i, �Y w (n 1414� T.O.B. = T.O.C.P. J, 0 p Q Z Z p-, Q p ALL w w z < K < w J W J W= W a- r 2= m W J~ m M= p H l— m W m W w W O m c V w W W H 0-J = 0> U Q Z} M H pQ �ZOO�<ti ~WF WW 1-1.—Wp � U U w w m J O Z J aODF-D0-jwwm— LLJ �JW0=1--wwm To,LL O W 0 W Z~ W W co Z Wig1' 4" �—Zm<w o---gWQa — — — W W U I=- W W U:-5;0 m 0 w ISO U) z 0 w A B C D 0 �- N cYi d CO f� a0 Oi O SECTION J LL JJ -- Z Q J = W W N JOB NO. E19-208 DATE 08/27/2019 DRAWN AG DESIGN AG SCALE: 1 /4" = 1'-0" SECTION FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S2.1 M .� I 0) m • ch rn N 00 a u-v A B C D O c U JC7 Z m � 2 W U W Cn N Z_ 23 W u- W QQm co a 16-4" p % '7Do, -------------- T.O.B.11' - 2T' 12' -1 Ok - `D C -;w m 12� p o RU) m . 2 N «„ a� .B. = T...P. s 14'-28 nTO.B.=T ", a W p OQZ ZO-j< p �LLW(nZQ?Q[n J m J W W a r W 2 m W w l-F- w m W W O m N U W w F=- >UQZ W WWF- OzwwlFcom¢u- ~w�www~IU-w0 Q(OU��m0 W ZJ� Sp2U=Ou- wm J ~ U~ w m W W m t}i mp=W I-�JUfn TOE 0 1 0„ 1' 0" w h - - - - - - - - - - - - - - - wYF- Ow a -20 Q SECTION S2.2 SCALE: 1 /4" = 1'-0" cn z 0 U) w C D z N M I CO ti W 19'-4" 'l/ d 18' 0" a a e T.O.B. = T.O.M. OL T.0.8.=T.O.M. 13' s- 12'-8" — 13' 48" OIL T.O.B. 1 10' -11" 2' -1 Da" 12' 0" O J J LL J _ U co = 14" 0 LOL 0' 0" w ru JOB NO. E19-208 DATE 08/27/2019 3 SECTION 2 SECTION DRAWN AG DESIGN AG S2.2 SCALE: 1 /4" = 1'-0" S2.2SCALE: 1 /4" = 1'-0" SECTION FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S2.2 Lu (::I 8" REINFORCED MASONRY WALL WITH CONCRETE TIE BEAM AT TOP. GROUT FILL ALL CELLS BELOW SLAB WALLS, INSTALL ONE #5 @ 40" O.C., AT EACH CORNER AND AT EACH OPENING JAMB. SEE PLAN II I I I I� I� I I II II SOLID GROUT ALL WALLS BELOW SLAB ELEVATION. ONE #5 CONTINUOUS VERTICAL IN GROUTED CELL. SEE PLAN. j #5 x CONT. EDGE BAR, TYP. #3 SLAB TIE AT 16" O.C., TYPICAL. ul U Of o LU gw }� Q irZs I o m 4", 3000 psi, CONCRETE SLAB ON GRADE, PROVIDEW`IAM1.4, 6x6, W.W.F. CENTERED IN SLAB. SEE OTHER DETAILS II II SEE NOTES FOR SOIL PREPARATION ONE #5 DOWEL IN IN EACH GROUTED CELL. SEE PLAN, I I =AND TERMITE TREATMENT. 8" CMU HEADER BLOCK, TYP. #5 DOWEL WITH STANDARD \` a LBEND AT BOTTOM t......... a. ......... f..`:1.A....... . t 10" --I (5) #5's CONTINUOUS BOTTOM WITH #3 TIES 24O T-2" @ " .C.; 3" BOTTOM AND SIDE COVER. TYP. FOOTING /WALL DETAIL SCALE: 3/4" = 1'-0" STEEL COLUMN - SEE SCHEDULE Fe70 3/16 BASE PLATE WI (4) ANCHOR BOLTS SEE PLAN Tl 2" NON -SHRINK GROUT, TYP. a Q a a a a a as O O ° 4 Ja Q �a PAD FOOTING - SEE SCHEDULE Zf 4 4 B a 4 4 4 J a a a T 3 DETAIL TYP. INTERIOR STEEL COLUMN FOOTING S3.0 SCALE: 3/4" = 1'-0" P �o TYP. POINT LOAD SUPPORT DETAIL 9 DETAIL S3.0 SCALE: 3/4" = 1'-0" 4" CONCRETE SLAB ON 6 MIL POLY VAPOR RETARDER FILM WITH 6x6 W1.41W1.4 W.W.F.; TYPICAL INTERIOR FLOOR. L TERMITE TREATED EARTH COMPACTED TO 98% MODIFIED PROCTOR DENSITY. TYP. INTERIOR FLOOR SLAB DETAIL SCALE: 3/4" = 1'-0" 6 DETAIL TYP. STEEL DECK ROOF DECK SECTION S3.0 SCALE: 3/4" = 1'-0" ATTACH CONT. 2X4 PLATE W/ ABED OF CONSTRUCTION ADHESIVE AND FASTENERS F-8 @ 12" O.C. (1) #5 EACH FACE IN LINTEL C.M.U. SOLID GROUT TOP (2) COURSES ATTACH 8X4X2" JOIST BEARING ANGLE TO GROUT FILLED CMU W/ FASTENERS F-9 @ 16" O.C. AVOID ANCHOR INSTALL WITHIN 12' OF HEAD JOINT, FULLY WELD 2"X3"X7" PLATE TO ANGLE @ 8" O.C. SEE DETAIL "A" MATCH ANGLE 3' RADIUS --I 2 2 2' nr-rn ii lion ATTACH (2) PLY CONT, PRESSURE TREATED S.Y.P 2X8 CAP PLATE @ WI FASTENERS F-9 @ 16" O.C. ATTACH PLY'S WI A BEAD OF CONSTRUCTION ADHESIVE AND PER BEAM NAILING DETAIL, TYP. 2n 2 L4X4X1 CONT. EDGE ANGLE ATTACHED TO EACH JOIST WITH (2)16"X12' FILLET WELDS 5" ALLOWED FOR POLY ISO x EACH JOIST s TO LEDGER �— #5 VERTICAL PER PLAN @ 40" O.C. 1 DETAIL TYP. HIGH EAVE ROOF FRAMING SECTION S3.0 SCALE: 3/4" = 1'-0" ' ' • ONE #5 EACH FACE IN LINTEL CMU. SOLID GROUT TOP TWO COURSES (1) #5 VERTICAL 1.5 x 22 GA. GALVANIZED METAL IN GROUTED DECKw/ 5/8" DIA, PUDDLE WELDS @ CELL @ 40" O.C. 6" O.C. AT ENTIRE PERIMETER. ■+ MASONRY HEADER - SEE PLAN BAR JOIST. SEE :':e• FRAMING PLAN 5" ALLOWED FOR POLY ISO ■ ANGLE L 2X2X0.143 @ EACH END OF STUD, 1.5X22GA, GALVANIZED METAL DECK 1'. ATTACH TO CFS STUDS W/ FASTENERS F-3 ATTACHED WI FASTENERS F-3 @ 6" O.C. • AND TO CMU W/ FASTENERS F-4 OVER JOISTS AND AT PERIMETER. SIDE 1-1/4x1-1/4x7/64" CONTINUOUS JOIST "�' LAPS REQUIRE (1) FASTENER F-3 ALEM BRIDGING TOP AND BOTTOM. ATTACH :••,�..... ENDS WITH 118x1"FILLET WELDS. .. " � �` ,�• • • 6005162-43(33) CFS JOISTS @ 16" O.C. WALL ANGLE ATTACHED WITHL 1/2" 0x3" EMBED SLEEVE ANCHOR. = z ONE #5 EACH FACE IN ATTACH JOIST TO CMU AT EACH END USING ? �.: '. LINTEL CMU. SOLID GROUT- STIFF -CLIP AL362 ATTACHED TO MASONRY WI (2) 7;: TOP TWO COURSES FASTENERS F-4 AND TO CFS WI (4) FASTENERS F-3 13 DETAIL BRIDGING ATTACHMENT DETAIL (�14 DETAIL LOW ROOF FRAMING ETAIL �-o S3.0 SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. Y� SAW -CUT SLAB 1" DEEP AND FILL WITH POLYUREA JOINT SEALANT. TERMITE TREATED EARTH COMPACTED TO 98% MODIFIED PROCTOR DENSITY. DETAIL S3.0 SCALE: 3/4" = 1'-0" (1) #5 EACH FACE IN LINTEL C.M.U.; SOLID GROUT(3)COURSES TYP. INTERIOR FLOOR SLAB @ CONTROL JOINTS BARJOIST- BARJOIST- SEE PLAN SEE PLAN 1-1141.110CONT. JOIST BRIDGING TOP AND BOTTOM ATTACHED TO EACH JOIST PER INDUSTRY STANDARDS. L A SINGLE LINE OF BOTTOM CHORD BRIDGING MUST BE PROVIDED BEAR THE FIRST BOTTOM CHORD PANEL 1-1/41-1AX'' JOIST CROSS POINTS ATTACHED PER INDUSTRY STANDARDS BRIDGING. PROVIDE (3) ROWS OF CROSS BRIDGING EVENLY SPACED ALONG JOIST SPAN DOOR SILL RECESSPER _\ MANUFACTURER. (IF REQUIRED)" "— 4" CONCRETE SLAB ON 6 MIL POLY VAPOR RETARDER FILM WITH 6x6 W1.41W1.4 W.W.F.; SLOPE TOWARDS SERVICE DOORS. ONE #5 CONTINUOUS. TYP. @DOOR SILL DETAIL SCALE: 3/4" = 1'-0" EACH JOIST TO BEAM FE70 TYP. JOIST AND DECK DETAIL TYP. BRIDGING/ CROSS BRIDGING SECTION 8 DETAIL TYP. INTERIOR ROOF BEAM SECTION S3.0 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" ONE #5 EACH FACE IN LINTEL CMU. SOLID GROUT TOP TWO COURSES 1_3X3X4" LEDGER ANGLE ATTACH TO GROUTED MASONRY WITH 0"XY SIMPSON TITEN HD @ 16" O.C. TYP. JOIST AND DECK 11 DETAIL TYP. RAKE WALL ROOF FRAMING SECTION S3.0 SCALE: 3/4" = 1'-0" CONTINUOUS 362T125-43(33) METAL STUD TRACK. SEE CFS DETAILS STIFF -CLIP AL362 ATTACHED TO ANGLE WI (2) FASTENERS F-3 AND (4) ' FASTENERS F-3 TO VERTICAL STUD L4X4X4' CONT. EDGE ANGLE ATTACHED TO EACH JOIST WITH (2)1 'X12' FILLET WELDS 362S162-43(33) VERTICAL STUDS @ 16" O.C. ATTACH TO TOP TRACK W/ (2) FASTENERS F-2. ATTACH TO BOTTOM HORIZONTAL STUD WI (4) FASTENERS F-3 e" DENSGLASS ATTACHED W/ FASTENERS F-6 @ 8" O.C. TYP. EXTERIOR SHEATHING 3628162-43(33) HORIZONTAL STUDS @ 16" O.C. ATTACHED TO VERTICAL STUDS W/ (4) FASTENERS F3 5" ALLOWED 1.5X22GA. GALVANIZED METAL DECK FOR POLY ISO ATTACHED W/ FASTENERS F-3 @ 6" O.C. OVER JOISTS AND AT PERIMETER. SIDE ATTACH JOIST TO CMU USING STIFF -CLIP AL362 LAPS REQUIRE (1) FASTENER F 3 ATTACHED TO MASONRY W/ (2) FASTENERS F-4 _ AND TO CFS WI (4) FASTENERS F-3. ATTACH TO `�'` • • - 600S162-43(33) CFS JOISTS @ 16" O.C. �` VERTICAL STUD WI (4) FASTENERS F-3 ONE #5 EACH FACE IN LINTEL CMU. CLOSURE ANGLE L 2X2X0.143 @ EACH END ■ OF JOIST. ATTACH EACH LEG TO CFS WI SOLID GROUT TOP TWO COURSES +?: FASTENERS F-3 ',. 15 DETAIL HIGH FRAMING DETAIL S3.0 SCALE: 3/4" = 1'-0" (1) #5 EACH FACE CONT. SPLICED PROPERLY FROM LINTEL C.M.U. BEAM ADJACENT 7 8'W X 24"D X 4'-31 SOLID GROUT BEARING BLOCK. FORMED AND CAST -IN -PLACE —Z O TYPICAL @ VERTICAL EMBEDDED ITEMS a� O O -4 ONE #5 EACH FACE IN LINTEL CMU. SOLID GROUT TOP TWO COURSES 8" REINFORCED MASONRY WALL WITH CONCRETE TIE BEAM AT TOP- SEE PLAN. INSTALL #5 VERTICAL @ 40" O.C. PER PLAN L 3X3Xa'XCONT. DECK LEDGER ANGLE ABBUTS BEAM ON EACH SIDE � TYP. JOIST AND DECK (2) #FS UNDER EACH CELL UNDER BEARING SP-2 WI (3) CB-TS BLOCK. SEE PLAN. STEEL BEAM - SEE PLAN EA-1 IN GROUT BEARING BLOCK. SEE FABRICATION DETAILS 5" 12 DETAIL TYP. RAKE WALL ROOF FRAMING SECTION S3.0 SCALE: 3/4" = 1'-0" V-6" MAX. TYPE "S" OVERHANG LLOWED FOR POLY ISO TYP. DECK AND BAR JOIST. SEE PLAN AND OTHER DETAILS STEEL COLUMN BEYOND. SEE PLAN STEEL BEAM. SEE PLAN 362SLT250-43(33) ClarkDietich MaxTrak SLOTTED DEFLECTION TRACK ATTACHED TO BEAM W/ FASTENERS F-5 BETWEEN STUDS 362S162-43(33) VERTICAL STUDS @ 16" O.C. ATTACH TO TOP & BOTTOM TRACK W/ (2) FASTENERS F-2. 5 TYPE "X" DENSGLASS SHEATHING ATTACHED TO CFS W/ FASTENERS F-2 @ 6" O.C., TYP. 362T125-43(33) TRACK ATTACHED TO STEEL BEAM TOP FLANGE W/ FASTENERS F-5 @ 16" O.C. L 0 0 c% QD mrn Ch M m IL LL U O � U > O J Z m � 2 w [n N Z co W w w w m cM 4 � Q 2 ' E J N a) �> I_ W C �a) L� Lu co ai O� w o O¢Z z0—'Q 0 NLLwcaz<Z< n � m-1wFtwa��w=m WJ m�5W W m W w O m N U) w fr-=— F--O�0>0< OQ cn=Z�ti Q(w9Uw�m�WZ�F}O- S d m m= O wIII W mLLJ J }JF-C�m=coW wm p W P W mm H Z W Z Z= m Q 0 Qc�0 0W a W U m W V�O m O L� 0 0 U < J u- 0 u) J m N Q Im Q J W w N JOB NO. E19-208 DATE 08/27/2019 DRAWN AG DESIGN AG STRUCTURAL DETAILS S3.0 STEEL COLUMN BEYOND - SEE PLAN 8' TYPE "X" DENSGLASS SHEATHING ATTACHED TO CFS WI FASTENERS F-2 @ 6" O.C., TYP. 362S162-43(33) VERTICAL 362S162-43(33) STUDS @ 16" O.C. ATTACHED TO TOP AND BOTTOM TRACK WI FASTENERS F-2 STUDS @ 16" O.C. ATTACH TO TOP & BOTTOM TRACK WI (2) FASTENERS F-2. 3X2X0.143 ANGLE ATTACHED TO VERTICAL STUDS WI (2) FASTENERS F-3 AND TO DECK WI (2) +: FASTENERS F-3 @ 4" O.C. -a, 362T125-43(33) BOTTOM TRACK, TYP. ATTACH BOTTOM FE70 1„ 4 5"ALLOW FOR TRACK TO CMU WI FASTENERS POLY -ISO F-9 @ 16" O.C. 7 J"W X 24"D X 4'41 SOLID GROUT BEARING 362S162.43(33) STUDS @ 16" •. � ONE #5 EACH FACE IN LINTEL CMU. BLOCK. FORMED AND CAST -IN -PLACE O.C. ATTACHED TO TOP TRACK '. SOLID GROUT TOP TWO COURSES TYPICAL @ VERTICAL EMBEDDED ITEMS 362T125.43(33) WI (2) • • FASTENERS F-2 -- g" TYPE "X" DENSGLASS 4X4X4"STEEL ANGLE WELDED 4 SHEATHING ATTACHED 1.5X22GA. GALVANIZED METAL DECK TO ANGLE BELOW c' TO CFS WI FASTENERS CHED W/ FASTENERS F-3 @ 6" O.C. '' p 362T125-43(33) TRACKATTACHED TO F-2 @ 6" O.C., TYP. JOISTS AND AT PERIMETER. SIDE ` BEAM W/ FASTENERS F-5 @ 16" O.C. ONE #5 EACH FACE REQUIRE (1) FASTENER F-3 600S162-43(33) CFS — ��. "'c :: C-CHANNEL C8X11.5 FULLY WELDED ALL-ROUND @ EACH END BACK TO -BACK 800S162-54(50) JOISTS @ 16" O.C. ATTACH 8X4Xz' JOIST BEARING ANGLE TO GROUT 362S162-43(33) STUDS @ 16" O.C. CFS JOISTS @ 16" O.C. - FILLED CMU W/ FASTENERS F-9 @ 16" O.C. ATTACHED @ EACH END WI (4) STEEL BEAM -SEE PLAN FASTENERS F-3 STIFF -CLIP AL600 ATTACHED TO CLOSURE ANGLE L 2X2X0.143 @ EACH END 4 STEEL BEAM TOP FLANGE WI (3) OF JOIST. ATTACH EACH LEG TO CFS W/ 4 362SLT250 43(33) ClarkDietrich FASTENERS F 5 AND TO CFS JOIST WI • FASTENERS F-3 MaxTrak SLOTTED DEFLECTION • (4) FASTENERS F-3. ATTACH JOIST TO CMU USING STIFF -CLIP TRACK ATTACHED TO BEAM WI FASTENERS F-5 BETWEEN STUDS AL362 ATTACHED TO MASONRY W/ (2) STEEL BEAM -SEE PLAN FASTENERS F-4 AND TO CFS W/ (4) ? Q 362S162-43(33) STUDS @ 16" O.C. ATTACHED TO FASTENERS F-3. Y ;� TOP AND BOTTOM TRACK WI FASTENERS F-2 362S162-43(33) STUDS • ATTACHED AT EACH END W/ (4) FASTENERS F-3 CUT CMU AS REQ'D TO ACHIEVE ELEVATION r l DETAIL TYP. LOW ROOF FRAMING 2 DETAIL HIGH FRAMING SUPPORT 3 DETAIL SCALE: 3/4" = V-0" TYP. DECKAND BAR JOIST. SEE PLAN AND OTHER DETAILS 1_00-4" CONT. EDGE ANGLE ATTACHED TO EACH JOIST WITH (2) t6"X11" FILLET WELDS 2XRip AS NEEDED ATTACHED W/ A BED OF CONSTRUCTION ADHESIVE AND FASTENERS F-X @ 6" O.C. 250SLT250-43(33) ClarkDietrich MaxTrak SLOTTED DEFLECTION TRACK ATTACHED TO BEAM W/ FASTENERS F-5 BETWEEN STUDS, TYP. 250S162-43(33) STUDS @ 16" O.C. ATTACHED TO TOP AND BOTTOM TRACK W/ FASTENERS F-2, TYP. 250S162-43(33) HORIZONTAL STUD @ EVERY STEEL BEAM - VERTICAL STUD ATTACHED @ EACH END WI (4) SEE PLAN FASTENERS F-3, TYP. • 250S16243(33) DIAGONAL STUD @ EVERY Li VERTICAL STUD ATTACHED @ EACH END WI (4) • FASTENERS F-3, TYP. 250T125-43(33) TRACK ATTACHED TO DECK W/ FASTENERS F-3 @ 8" O.C. STEEL COLUMN BEYOND -SEE CLOSURE ANGLE 4X4X0.143 ATTACHED TO CFS AND PLAN DECK W/ (2) FASTENERS F-3 EACH LEG @ 8" O.C. STEEL BEAM - SEE PLAN TYP. DECKAND BAR JOIST. SEE PLAN AND OTHER DETAILS DETAIL TYP. HIGH FRAMING - PERPENDICULAR SCALE: 3/4" = T-0" 4X4X14GA CLIP WI (4) FASTENERS F-5 TO JOIST AND (1) FASTENER F-9 W/ WASHER, TYP. @ BOTH ENDS 1200T3-54(50) CLOSURE TRACK ATTACHED TO CMU W/ FASTENERS F-9 WI WASHER @ 16" O.C. ONE #5 EACH FACE IN LINTEL CMU. SOLID GROUT TOP TWO COURSES 8" REINFORCED MASONRY WALL WITH CONCRETE TIE BEAM AT TOP- SEE PLAN. INSTALL #5 VERTICAL @ 40" O.C. ON AVERAGE. SEE PLAN FOR FILLED CELL LOCATION 1.5X22GA. GALVANIZED METAL DECK ATTACHED W/ FASTENERS F-3A @ 6" O.C. OVER JOISTS AND AT PERIMETER. SIDE LAPS REQUIRE (1) FASTENER F-3 4X4X0.143 CLOSURE ANGLE ATTACHED WI(2)FASTENERS F-3A @ 16" O.C. 12X4C CEE JOISTS @ 16" O.C. W/ BLOCKING AT MIDSPAN TYP. DECKAND BAR JOIST. SEE PLAN AND OTHER DETAILS SCALE: 1-1/2" = V-0" L4X4Xa' CONT. EDGE ANGLE ATTACHED TO TRACK W/ FASTENERS F-5 @ 8" O.C. 250SLT250.43(33) ClarkDietrich MaxTrak SLOTTED DEFLECTION TRACK ATTACHED TO BEAM WI FASTENERS F-5 BETWEEN STUDS, TYP. 250S162.43(33) STUDS @ 16" O.C. ATTACHED TO TOP AND BOTTOM TRACK WI FASTENERS F-2, TYP. 250S162-43(33) HORIZONTAL STUD @ EVERY VERTICAL STUD ATTACHED @ EACH END WI (4) FASTENERS F-3, TYP. 250S162-43(33) DIAGONAL STUD @ EVERY STEEL BEAM - VERTICAL STUD ATTACHED @ EACH END WI (4) SEE PLAN FASTENERS F-3, TYP. 250T125-43(33) TRACK ATTACHED TO DECK W/ FASTENERS F-3 @ 8" O.C. CLOSURE ANGLE 4X4X0.143 ATTACHED TO CFS AN[ DECK Wl (2) FASTENERS F-3 EACH LEG @ 8" O.C. TYP, DECKAND BAR JOIST. SEE PLAN AND OTHER DETAILS 5 DETAIL S3.1 SCALE: 3/4" = V-0" 4X4X14GA CLIP WI (4) FASTENERS F-5 ON EACH LEG 1200T3.54(50) CLOSURE TRACK ATTACHED TO BEAM W/ (2) FASTENERS F-5 @ 16" O.C. STEEL BEAM - SEE PLAN 362T125-43(33) TRACKATTACHEDTO HORIZONTAL STUD WI (1) FASTENER F-2 AND TO BEAM BOTTOM FLANGE WI FASTENER F-5 II a MASONRY WALL BEYOND. SEE OTHER DETAILS 7 DETAIL EXTERIOR CANOPY FRAMING 8 DETAIL S3.1 S3.1 SCALE: 3/4" = V-0" SCALE: 3/4" = T-0" FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. HIGH FRAMING - PARALLEL 1.5X22GA, GALVANIZED METAL DECK ATTACHED W/ FASTENERS F-3A @ 6" O.C. OVER JOISTS AND AT PERIMETER. SIDE LAPS REQUIRE (1) FASTENER F-3 4X40.143 CLOSURE ANGLE ATTACHED W/(2)FASTENERS F-3A @ EVERY STUD 12X4C CEE JOISTS @ 16" O.C. W/ BLOCKING AT M1DSPAN 362T125-43(33) TRACKATTACHEDTO EACH JOIST WI (2) FASTENERS F-3 8" TYPE "X" DENSGLASS • • SHEATHING ATTACHED TO CFS WI FASTENERS F-2 @ 6" O.C., TYP. 362S162-43(33) STUDS @ 16" O.C. ATTACHED TO TOP TRACK 362T125.43(33) W/ (2) FASTENERS F-2 362S162.43(33) HORIZONTAL STUDS ATTACHED TO VETICAL STUD WI (4) FASTENERS F-3 AND TO BEAM BOTTOM FLANGE W/ (1) FASTENER F-5 A EXTERIOR CANOPY FRAMING SCALE: 1-1/2" = V-0" 1.5X22GA. GALVANIZED METAL DECK ATTACHED WI FASTENERS F-3A @ 6" O.C. OVER JOISTS AND AT PERIMETER. SIDE LAPS REQUIRE (1) FASTENER F-3 4X4X0.143 CLOSURE ANGLE ATTACHED W/(2)FASTENERS F-3A @ EACH LEG 12X4C CEE JOISTS @ 16" O.C. W/ BLOCKING AT MIDSPAN STEEL BEAM - SB-18 250SLT250-43(33) ClarkDietrich MaxTrak SLOTTED —� DEFLECTION TRACKATTACHEDTO BEAM WI FASTENERS F-5 BETWEEN STUDS, TYP. 250T12543(33) TRACKATTACHED TO BEAM WI FASTENERS F-5 BETWEEN STUDS, TYP. 5X5X4' STEEL ANGLE WELDED TO TOP OF BEAM E fI TO PROVIDE ATTACHMENT TO TRACK 11—l- AL600 CLIP W/ (4) F-2 FASTENERS TO CFS AND (3) FASTENERS F-5 TO STEEL BEAM. UTILIZE (3) FASTENERS F-4 TO ATTACH TO MASONRY WALL BEHIND 362T125-43(33) CONT. CLOSURE TRACK i STEEL BEAM - SB-18 3X3X14GA CLIP WI (4) FASTENERS F-5 TO COLUMN STEEL BEAM - SEE PLAN • • HIGH FRAMING SUPPORT 250T162-43(33) TRACK E" TYPE X' DENSGLASS SHEATHING ATTACHED TO CFS 0 FASTENERS F-2 @ 6" O.C., TYP. 4X4X14GA CLIP WI (4) FASTENERS F-5 ON EACH LEG 250S162-43(33) STUDS @ 16" O.C. ATTACHED TO TOP AND BOTTOM TRACK WI FASTENERS F-2, TYP. 2508162-43(33) HORIZONTAL STUD @ EVERY VERTICAL STUD ATTACHED @ EACH END W/ (4) FASTENERS F-3, TYP. 250T125-43(33) TRACK ATTACHED TO JOIST WI FASTENERS (2) F-3, TYP. 362T125-43(33) TRACK ATTACHED TO EACH JOIST WI (2) FASTENERS F-3 362T162-43(33) VERTICAL STUD @ 16" O.C. ATTACHED TO TRACKABOVE WI (2) FASTENERS F-2 362S162-43(33) HORIZONTAL STUD @ EVERY VERTICAL STUD. ATTACH TO VERT. STUDS WI (4) FASTENERS F-3, (2) FASTENERS F-2 TO TRACK AND (2) FASTENERS F-5 TO BEAM BOTTOM FLANGE 6 DETAIL EXTERIOR CANOPY FRAMING a 1 '.) SCALE: 3/4" = V-0" F-1 �� HILT] X-U PE 0.157'0 x}" P.A.F. BASIS OF DESIGN HILTI STRUCTURAL FASTENER TO STEEL F-2 #10-16x1 �' T-3 WAFER HEAD BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE SCREW F-3 HWH #12-14x1" T-3 BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE SCREW F-3A HWH #12-24x14" T-5 BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE SCREW F-4 HWH T' x 1 }" TITEN BASIS OF DESIGN SIMPSON TITEN CONCRETE SCREW F-5 HILTI X-U P-8 0.1570 x 14" P.A.F. BASIS OF DESIGN HILTI STRUCTURAL FASTENER TO STEEL F-6 bMi 11 11 11 1111 11 #8-15 X 1j' BUGLE HEAD DRYWALL SCREW STRUCTURAL FASTENER TO LIGHT GAUGE STEEL TO EXTERIOR SHEATHING F-7 #12-24x2 J' T-3 PFH TA BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE WOOD TO METAL SCREW F-8 0.22X4 SOWS TIMBER SCREW BASIS OF DESIGN SIMPSON STRONG -TIE STRUCTURAL WOOD TO WOOD SCREW F-9 0j'X5" SIMPSON TITEN HD BASIS OF DESIGN SIMPSON STRONG -TIE STRUCTURAL STEEL AND WOOD TO MASONRY BOLT rll 02 %2•' A325 BOLT STRUCTURAL STEEL CONNECTION BOLT CB-2 O I*'X2" A325 BOLT STRUCTURAL STEEL CONNECTION BOLT 3" PROJECTION 8" EMBED AB-1 2 O 0 U > 0 m Z cn N Z =) — CD M W wU-w m A d 40 1- Lo r " _ 1 Wm m� `4xi I Oa) W J W 0 O Q Z Z 0 J Q 0 ALL W w z < <w J in m J WF W W _j m�0al—� W WmW WOmNcnW O U I=— Z Q Q Z Q~ Q 0gxw=ZOO�NLL- O ~ WLLJ W W Q~ I W QF- co_JOZ�� =< 00c~n=O W W Wm J >-�UZ)O=(oWWM—i W W cn Z= Z� Z= 0� Q 0 wYT_QcnOF-0 W a �UI=— U>-LL W W —20 0 0 cr w H 0 t"0 F1554 Gr. 36 W. (2) NUST AND (2) FLAT WASHERS (1) UNIT OF SIMPSON "SET XP" IS REQ'D PER EVERY BOLT INSTALLATION BASIS OF DESIGN SIMPSON STRONG -TIE O e-- N c,) 4 L6 CO 1-- CD m Or STRUCTURAL STEEL PLATE TO CONCRETE ANCHOR BOLT Z TYP. FASTENERS SCALE: 6" = V-0" Li U J LL D Q U) J u � Q � n' � LU w N JOB NO. E19-208 DATE 08/27/2019 DRAWN AG DESIGN AG STRUCTURAL DETAILS S3.1 L0 0 0 C? � m "r M M M O) N M � IL IXi U 2 WATERSTOP I` (1) #5 CONT. EACH FACE SEE PLAN. 48 db LAP LENGTH 48 db LAP LENGTH 0 ' :••; D OE(1)#5 CONT. EACH FACE -° ` z U W Lu mo .: .: • REINFORCED FILLED CELL, TYP. JOINT REINFORCEMENT -A a � � � �• '. t @ 16" O.C. SEE d g , co M Z GROUTED SOLID ; F GROUTED SOLID ; SPECIFICATIONS ADDED "L" BAR ADDED "L" BAR w } • '. MASONRY HOOK BAR END AS SHOWN Q m REINFORCED MASONRY WALL BACKER ROD & (1) #5 CONTINUOUS (1) #5 CONTINUOUS (1) #5 CONTINUOUS CONTINUOUS REINFORCEMENT CONTINUOUS REINFORCEMENT 2 (REINFORCING NOT SHOWN) CONSTRUCTION SEALANT o PRE -CAST LINTEL PRE -CAST LINTEL PRE -CAST LINTEL TYPICAL ALTERNATE 8F8-1B 8F16-lB/2T 8F24-1B12T MHA MH-2 MH-3 TYP. MASONRY CORNER ,, E DETAIL TYP. MASONRY DETAIL 2 D ETA I L TYP. MASONRY CAST-CRETE (OR EQUIVALENT) HEADER 3 DETAIL TYP. MASONRY CORNER 4 DETAIL u, CONTINUITY REINFORCEMENT �.2 S3.2 �.2 ` SCALE: 1-1 /2" = 1'-0" SCALE: 1" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" m °- Ua w U)2=! Oa) CB-1 u- -j U) w cl d 0<Z Z0�Q p A t=====>ALLwwz< w J F-1 t==> F5 wow=WCm L w HILTI X-U P-8 0.15T'0 x j' P.A.F. HILTI X-U P-8 0.15T'O x 14" P.A.F. m W J ~ co p I— }- (4) #3'S CONT. BASIS OF DESIGN HILTI BASIS OF DESIGN HILTI W m w W O m CV U)W _ 8x8x8 SINGLE CELL VERTICAL STRUCTURAL FASTENER TO STEEL STRUCTURAL FASTENER TO STEEL 0�'X2" A325 BOLT 0 H z Q Q z 0 O � Q W I I C.M.U. #2X4X4" TIES F 2 F� � STRUCTURAL STEEL CONNECTION BOLT O E W W W H I.- W �o'• FOUR #3's #2X7X7° TIES T @ 811 O.C. #10-16x1 }" T-3 WAFER HEAD #8-15#8-15 XX if BUGLEE HEAD DRYWALL SCREW = 0 � Ir co O 0 W mBASIS OF J CONTINUOUS AT 8" O.C. ° 8X8X8 HALF STRUCTURAL LIGHT GAUGE SCREW STRUCTURAL FASTENER TO LIGHT GAUGE STEEL TO EXTERIOR SHEATHING N ITW BUILDEX } -I U) j Q = H W W m VERTICAL T REGULAR CB-2 u o w w w u)� }I F•3IdL F7 � O �?�QcacZ7�0w¢a n t = HWH #12-14x1" T-3 #12-24x22' T-3 PFH T/4 I w }. LL w V O W II w a �n I BASIS OF DESIGN ITW BUILDEX BASIS OF DESIGN ITW BUILDEX _ 20 II < U w I� 4�-3�� STRUCTURAL LIGHT GAUGE SCREW STRUCTURAL LIGHT GAUGE WOOD TO METAL SCREW U O m W _ Q�"X2" A325 BOLT II FOUR#3 I� o - a F-3A � FB STRUCTURAL STEEL CONNECTION BOLT DOWELS �� �� ,, < HWH #12-24x14" T-5 W II '� BASIS OF DESIGN ITW BUILDEX ° 0.22X4 SDWS TIMBER SCREW .� .� STRUCTURAL LIGHT GAUGE SCREW N II I� 1I SAW -CUT J c', O BASIS OF DESIGN SIMPSON STRONG -TIE UNIT IF NEED D STRUCTURAL WOOD TO WOOD SCREW 3" PROJECTION 8" EMBED f-4 a BEAM AND BEARING PLATE. HWH$' x 1 •J°TITEN ° SEE OTHER DETAILS BASIS OF DESIGN SIMPSON TITEN a J CONCRETESCREW L ci CC) F-9 AB-1 Ja (� 8� J a ° I I O*X5' SIMPSON TITEN HD f'O F1554 Gr. 36 W. (2) NUST AND (2) FLAT WASHERS BASIS OF DESIGN SIMPSON STRONG -TIE (1) UNIT OF SIMPSON "SET XP" IS REO'D PER EVERY BOLT INSTALLATION STRUCTURAL STEEL AND WOOD TO MASONRY BOLT BASIS OF DESIGN SIMPSON STRONG -TIE STRUCTURAL STEEL PLATE TO CONCRETE ANCHOR BOLT DETAIL TYP. REINFORCED MASONRY COLUMN s DETAIL TYP. SOLID GROUT BEARING BLOCK TYP. FASTENERS S3.2 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 6" = 1'-0" 42" MIN. LAP 10" 25" MIN. LAP R2" #5 REINFORCING BAR #6 REINFORCING BAR #3 & #4 LAP SPLICE #3 OR #4 REINFORCING BAR #6 LAP SPLICE z O U) W z r N c+'i 4 Ln (O ti w 54" MIN. LAP 30" MIN. LAP #7 REINFORCING BAR #5 REINFORCING BAR #7 LAP SPLICE A.C.I. STD 90< BEND #5 LAP SPLICE 9 DETAIL TYP. REBAR LAP AND BENDING DETAIL w S3.1 SCALE: 1-1/2" = 1'-0" U i STEP 8" MIN 48 db LAP LENGTH • `' ' BOND BEAM W/ REINFORCEMENT PER rd'^ '�.." SECTIONS AND DETAILS ' .p : •4. d • • di.• •d• .. _ `^.: ',.. a� d., .. ° 48dbLAP LENGTHp.• d•. d,... . Q 'd .1 .: MIN NOTE: VERTICAL WALL REINFORCEMENT NOT Z SHOWN FOR CLARITY, SEE PLAN AND DETAILS. W CC STEP 'i c W N JOB NO. E19-208 1 oDETAIL TYP. MA DATE 08/27/2019 ND BEAM STEP MS3.2 S3.1 SCALE: 3/4" = 1'-0" FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. TYP. STUDS @ 16" O.C. WI (1) FASTENER F-2 EACH SIDE TYP. CONCRETE SLAB CONTINUOUS TYP. BOTTOM TRACK 1 '-4" WI FASTENERS F-1 @ 16" O.C. FIN. FL. V /— . d d TYP. STUD BOTTOM ATTACHMENT DETAIL SCALE: N.T.S. EXISTING BAR JOIST D ETA S3.3 (2) FASTENERS P-3 EACH BRACE TO JOIST COPE AND BEND 2" TAB @ EACH END OF EACH BRACE TYP. WALL BRACE @ 5' O.C. IL TYP. WALL BRACE TO BAR JOIST PARALLEL SCALE: N.T.S. F-1 HILTI X-U P-4B 0.157"0 xi" P.A.F. BASIS OF DESIGN HILTI STRUCTURAL FASTENER TO STEEL F-2 #10-16x1 J' T-3 WAFER HEAD BASIS OF DESIGN ITW BUILDER STRUCTURAL LIGHT GAUGE SCREW F-3 HWH #12-14x1" T-3 BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE SCREW F-3A HWH #12-24x14" T-5 BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE SCREW F-4 HWH 3' x 1 J" TITEN BASIS OF DESIGN SIMPSON TITEN CONCRETE SCREW F-5 t:: —� HILTI X.0 P-8 0.157"0 x 14' P.A.F. BASIS OF DESIGN HILTI STRUCTURAL FASTENER TO STEEL F-6 �3 lW #8-15 X 1f" BUGLE HEAD DRYWALL SCREW STRUCTURAL FASTENER TO LIGHT GAUGE STEEL TO EXTERIOR SHEATHING F-7 >MMMiC---�) #12-24x2?" T-3 PFH T14 BASIS OF DESIGN ITW BUILDEX STRUCTURAL LIGHT GAUGE WOOD TO METAL SCREW F-8 0.22X4 SOWS TIMBER SCREW BASIS OF DESIGN SIMPSON STRONG -TIE STRUCTURAL WOOD TO WOOD SCREW TYP. FASTENERS SCALE: 6" = 1'-0" 2 S3.3 CONTINUOUS TYP. TOP TRACK TYP. STUDS @ 16" O.C. WI (1) FASTENER F-2 EACH SIDE TYP. STUD TOP TRACK ATTACHMENT DETAIL SCALE: N.T.S. 8 DETAIL S3.3 SCALE: N.T.S. EXISTING BAR JOIST 2) FASTENERS F-3 EACH BRACE BEND 2" TAP @ EACH END OF EACH BRACE BRACE @ 5' O.C. TYP. WALL BRACE TO BAR JOIST PERPENDICULAR 3 S3.3 9 S3.3 (2) FASTENERS CRC TO ANGLE 12'X16ga. CRC (2) FASTENERS f ATTACH ANGLE' DETAIL SCALE: N.T.S. TYP. STUDS @ 16" O.C. WI (1) FASTENER F-2 EACH FLANGE AT TRACK CONNECTION ANGLE 12''X12''X0.054 TYP. STUD BRIDGING @ 60" O.C. L 600T,25-33 (33) . TYPICAL BOTTOM TRACK U.O.N. T—F�--�6.033�1 600Tl2 33 (W) TYPICAL TOP TRACKAND WALL BRACES U.O.N. m �I 600Si62-33(33) TYPICAL STUD U.O.N. DETAIL TYP. COLD FORM STEEL MEMBERS SCALE: 3" = 1'-0" (2) FASTENERS F-3, EACH BRACE TO WALL TOP TOP PLATE <45' % TYP. WALL BRACE @ 5' O.C. COPE AND BEND 2" TAB @ EACH END OF EACH BRACE CONTINUOUS TYP. TOP TRACK TYP. STUDS @ 16" O.C. WI (1) FASTENER F-2 EACH SIDE 4 D ETA I L TYP. WALL BRACE TO WALL TOP S3.3 SCALE: N.T.S. 2"4" OR 2"x8" S.Y.P WOOD MEMBERS WI (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0162", L = 3 2") NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST a OF THE THICKNESS OF THE LAST LAMINATION. 3) FOR 3-PLY, COLUMN SHALL BE NAILED AS SHOWN FROM EACH SIDE (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) o D ETA S3.3 4) FOR 4-PLY, PROVIDE d' DIA.x 5 2LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 5) FOR 5-PLY, PROVIDE T" DIA x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION IL TYP. WOOD NAILING ATTACHMENT SCALE: N.T.S. � r M O 0 0) M co Oy) r N Ss* a LL 0 0 0 O > O � z m � 2 w 0 Ill cIJN Z —co � N 2) w u- Lu u- w m M > W J U) w O 0' O`'�Z ZOJQ 0 umWH~l uoW-WHMldZ<�-�<oW Ww=a�W wr-Fm W-j'm mWwOmNmWf-0> O Q Z W QQ =Owwz00<t- ~W� wo-1.- =l�Uwm0z F- J I.- (n 0 W W 00 1}y �: U) F(o-i�(n O w z Z= W W Z Z = 0 a 0 W Ye QtnGDF-0 W a W Lu U W V�00 O Lw I— Q z 0 w w mo®®m®ll U J LL Q U) J J co Q ry LL� z ..L Y < W ,t' N JOB NO. E19-208 DATE 08/27/2019 DRAWN AG DESIGN AG STRUCTURAL DETAILS FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. S3.3 ,J 4 THICK 11 12 I 2 �s 16 "THICK 2 12 4 16 1 TH � m 0 M C:) O O O co M 0) (m m Oj&' O 12 `a c%� c rn M N 2" M ���"HOLE 13�� HOLE 16 1 HOLE a LL U 12 A 1-- 2" W/ CB-1, TYP. W/ CB-1, TYP. � 4' W/ CB-1, TYP. SP-1 4"X9716" SP-2 4X9X18" SP-3 476"X16" R SHEAR PLATE - SP SP-1 SP-1 SP-1 SP-1 SP-1 SP-1 SP-1 FABRICATION DETAIL o a z SCALE: 1" = 1'-0" w U) N Z r (D co z U) co W e WT.O.C.P ET.O.C.P T.O.C.T.O.C.P Q LLQ- w FE70 14' FE70 FE70 6" O O MaS13'-62" 14' 28 a CP-1 CP-1 O m F O O o O O I I O O I O I I O O I I O 85j' 6" FE70 O I I O FE70 FE70 O O FE70 O FE70 FE70 O O 3tl s s 1 CP-2 8"X8"X' CP-3 6"X6"X1" _ CP-1 6g"X88"Xj" a a 3 3 I I WELD ALL-AROUND TO WELD ALL-AROUND TO �V 6 s FE70 WELD APLAIN LL-AROUND TO PLAIN MATERIAL. PLAIN MATERIAL. ? o LD CLOSE OPEN COLUMN CLOSE OPEN COLUMN m L CLOSE OPEN COLUMN LLj a r T°8B FABRICATION DETAIL CAPPLATE-CP yY r ;mom 14' 2" o J c O SCALE: 1" = 1'-0" o o z`aNJ I I z zch zS I I O o o wpI13 U 13 HOLE 10" 'HOLEO O LL up Q z z z_ zQ ¢ W/ AB-1, TYP. 0 AB-1, TYP. w�aTO W w w W FE70 FE70 O � o W=WWwm wmwYw0co W !;2 �0Q0Q�Qz>_Q� 12°,TYP. OQp2=z00��LL O O O O wUW�mOWZ QJ� 12',TYP Jw}UOWmwwm BP-1 1'-0"X1'-0"X4" BP-2 1'-0"X1'-0"X4' H o W Z Z= w w co Z z2 0IYQO W W U H W U 1 LL ROUND HSS 8.625X0.322 ROUND HSS 8.625X0.322 I I SQUARE HSS 8XSX8" CUT I I ROUND HSS 8.625X0.322 I I — O p O CUT LENGTH 12'-4" CUT LENGTH 13'4' LENGTH 12'-111' I CUT LENGTH 18'-216' as, I I ' I I 2" 13 2" W 16 iE70 FE70 E70 s 0FE70 O O O O BP-1 BP-1 OSOBP-2 O O11 zl ..G BP-1 OSOG 1-4 ...4HOLES 11116 HOLES B.O.P. B.O.P. B.O. T • 12" 1' -12' p _ 111 B.O.P. �� 1'-4" 0 CB-1, TYP. I - 1'.4" W/ CB-1, TYP. 1'-b" BP-3 1'•0"X0'-716"X8" SP-4 1'-0"X0'-716"Xg FABRICATION DETAIL SC-1 2 FABRICATION DETAIL SC-2 r3_ FABRICATION DETAIL SC-3 4 FABRICATION DETAIL SC-4 FABRICATION DETAIL BASE PLATE - BP S4.0 S4.0 S4.0 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" I,, SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" z 0 U) uj SP-1 SP-1 SP-1 W SP-1 � SP•1 FE70 190 5 s_ Z cv ri It o I usi c� 6 ai C e 1s SP-1 SP-1 SPA SP-1 SPAz O SPA SP-1 SP-1 O O T.O.C.P T.O.C.P FE70 T.O.C.P FE70 FE70 1 20'-11fi' FE70 1„ 18t' Bn 20' • 116 8 8" 20 - 116 T.O.C.P FE70 e 19' CP-2 _T 0 0 mob°° I I O _ CP-2 Vd O o I �--- T.O.B.OL O O 15'-4" FE70 3.. I II O I I O O 161 FE70 Ld I I I isO I FE70 � I I I p 1s 6'I FE70 O fE70 3 i � I 16 I � 6 FE70 z = Lu T.O.B. J z I 14'-2f I w o "' w "Im � J al to M � I o o O O I O O SQUARE HSS 6X6X88" �' I CUT LENGTH 6' 16" FE70 3„ 3, FE70 1s 1s SQUARE HSS 6X6Xe° I I I FE70 �,L, CUT LENGTH 4'-8�," 16 SQUARE HSS 8XW," CUT BP-3 I I LENGTH 19'-10 6" Q O.S.O.G T.O.B. SQUARE HSS 8X8Xa" CUT I J J 6 FE70 14' - 0" LENGTH 19' 6" .O.S.O.G 1s ROUND HSS 8.625X0.322 BP 3 1 4 I I FE70 Q CUT LENGTH 18'-216' 3i 3P-2 iJL z Z 16 FE70 J B.O.P. _uj 10GE70 BP 2 °'V W N B.O.P. 0JOB NO. E19-208 BP-1 DATE :.S� DRAWN AG27/2019 B.O.P. t'-12" DESIGN AG STRUCTURAL &`� FABRICATION DETAIL SC-5 6 FABRICATION DETAIL SC-6('J�FABRICATION DETAIL SC-7 s FABRICATION DETAIL SC-8 9 FABRICATION DETAIL SC-9 FABRICATION DETAILS �-o S4.0 S4.0 S4.0 S4.0 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" S4.0 FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. 4 1. 1 is "THICK 6" THICK 2 12 ,j 4 6 TH � M 1 oa M O O r> = O M (O � 2 0') � N i� 16' Q 2„ 3 = X 1 6" HOLE' HOLE 1 13 HOLE a � U 12" A -2" W/ CB-1, TYP. WI CB-1, TYP. � 4' W/ CB-1, TYP. SP-1 4"X976" SP-2 4X9X16" SP-3 4"X6"X16' SHEAR PLATE - SP FABRICATION DETAIL o� SP-3 SP-3 X2 z co EE SCALE: 1" = 1'-0" = W US N Z_ coSP-3 = co O � W 13 FE70 wT.O.C.P a FE70 a 2 Q m26" T.O.C.P Ica M � . FE70 24' cL O ab (n Q n� o 2 a.' 16 16 8„ I^� 6 O I 8 CP-2 8"X8"X'" CP-3 6"X6"X'' 9 HOLES W/ CB-1, TYP. PLAIN MATERIAL. PLAIN MATERIAL. PLAIN MATERIAL. WELD ALL-AROUND TO WELD ALL-AROUND TO WELD ALL-AROUND TO b Lo rn (FE70 ui CLOSE OPEN COLUMN CLOSE OPEN COLUMN CLOSE OPEN COLUMN iy v o I16 FABRICATION DETAIL CAP PLATE - CP = = m L I ( TO.B. Y � � I I I I = l ..... n. z N z SCALE: 1" 1'-0" � w ° _3n W I O.Q Z I J is J LqJ W W I ' n .. `S. � .^ 13„ � HOLE f --� HOLE LL O a f v z w HOLES WI AB-1, TYP. WI AB-1, TYP. Q Z Z z _j Q ❑ W/CB-1,TYP. - NOT USED T ° T ° WW�=W�o¢�W� m J W� W a- r W= w W m w X w O m N W W ❑-�O>U<Z}�I=- 12",TYP. OQ��=Z❑0 u- ROUND HSS 8.625XO.322 I I O O O O H W w O p CUT LENGTH 10'-11a' 1„ =❑❑ U) H 0 LL w w m O (�C� O'COJ ZJ 9" 9" �-- 12,TYP. HL4w> c��WHwwm BP-1 1'-0"X1'-0"Xa' BP-2 1' 0"X1'-0"X4' ��— O w z z= W w cn z O.S.O.G W Y~< Z3�o_ �� U 2 00 LL W 0 ❑ O � 1" ROUND HSS 8.625X0.322 3" ROUND HSS 7.625XO.328 3�, to FE70 CUT LENGTH 13' E" is FE70 CUT LENGTH 11'-3 6" I I/P--" E70 W BP-1 BP-1 BP-1 1'-0" 2" 1' p„ 2" F-- B.O.P. B.O.P. B.O.P. O O O O O'-1' - O I O 1 ' HOLES 1 3" HOLES I~ 1'4' W/ CB-1, TYP. I~ T-4" 0 CB-1, TYP. BP-3 1'-0"X0'-7-1g"Xg" BP-4 1'-0"XO'-71s"X$' FABRICATION DETAIL SC-10 (_2_-FABRICATION DETAIL SC-11 r3_ FABRICATION DETAIL SC-12 4 FABRICATION DETAIL - FABRICATION DETAIL BASE PLATE - BP S4.1 S4.1 S4.1 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" co z 0 CIO 0 (V ri d' ui CO I� oD 6i c d NOT USED NOT USED NOT USED NOT USED NOT USED 0 __j u- ci J J = m 0 Q� I® J w W N JOB NO. E19-208 DATE 08/27/2019 DRAWN AG DESIGN AG STRUCTURAL 5 FABRICATION DETAIL - 6 FABRICATION DETAIL - 7 FABRICATION DETAIL - 8 FABRICATION DETAIL - 9 FABRICATION DETAIL - FABRICATION DETAILS S4.1 S4.1 S4.1 S4,1 S4.1 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-011 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" S4.1 FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. �$m';;ea66C9Y9�, �8 27' _ e' 6' - 471 — 26' -1-1 33' -1L' 22' - 4" � ... . Fit �' flj 16 3 ` ' r �l�%sv> °LjU N 1 2 2" 2" 2 2 2" 22 21' o C� O O'° a 14 13 u� �t w ai W �+ h _ Co C-) O O O O O O O O O O O 13, HOLES O O p13" HOLES 3" HOLES O4 O 3" HOLES 13" HOLES O 0 r" HOLES O O 16"HOLE �6' HOLES=16 _ 16 16 16 16 B-1, TYP. WI CB 1, TYP WI CB-1, TYP. 4r' O WI CB-1, TYP. WI CB-1, TYP. WI CB-1, TYP. WI CB-1, TYP. WI CB-1, TYP. O)__F 6 HOLES 4___F WI CB-1, TYP. u- JLL, U) Lu o (7 J OLL W (nZQZQwc/) 0 mJW�Wa. w co W J oog�o�l- wm Wo'WOmNww 6 FABRICATION DETAIL SB-6('J�FABRICATION DETAIL SB s FABRICATION DETAIL SB-$ 9 FABRICATION DETAIL SB-9 10 FABRICATION DETAIL sB-10 oz9,=Zoo,¢LL S4.2 S4.2 S4.2 S4.2 �.2 aW��WLLI�~F�--L.LIO ~ODUJ�m�mZJ� cnn0u-.wwm- SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" w w = � � - J III III U- p W F- w m Z ~ z 2 Z� Z= g w Q �YLLI�<w01-OW a 3 V}LL. w�UF- W 3' _ * 28' - B,s" 27' - 9 ," 28' -1021" - 20 0 O w 16'- 2" 2" 2" 2" � 2" 2" W 21 L. �j 21 1„ O O O O O O � r 2 2 2 = _ _ _ _ _ O >�" HOLES01-6 " HOLES O O p" HOLES O O O in _ _ WI CB-1, TYP. WI CB-1, TYP. WI CB-1, TYP. M O O M O O IN' HOLES - - 013"HOLES �" HOLES 16 16 B-1, TYP. WI CB-1, TYP. WI CB-1, TYP. 6 HOLES " HOLES vt13" HOLES 013" HOLES 16 16 16 16 WI CB-1, TYP. WI CB-1, TYP, WI CB-1, TYP. WI CB-1, TYP. 11 FABRICATION DETAIL SB-11 12 FABRICATION DETAIL SB-12 13 FABRICATION DETAIL SB-13 J4_- FABRICATION DETAIL SB-14 15 FABRICATION DETAIL SB-15 S4.2 S4.2 S4.2 S4.2 �.2 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2„ 31' 2" 2„ 2„ 31' 216' 2" 10' 416" 10' O O O O M M p o O �cV cM466r,, O O D r O 014" HOLES O O OP" HOLES 013" HOLES O O Z 16 _ 16 16 __ B-1, TYP. - WCB-1, TYP, WI CB-1, TYP. �13" HOLES OWI C13�HOLES DLES WTYP. WI CB-1, TYP. (-1_�6FABRICATION DETAIL SB-16 17 FABRICATION DETAIL SB-17 18 FABRICATION DETAIL SB-18 19 FABRICATION DETAIL SB-19 S4.2 S4.2 S4.2 S4.2 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 8--. MATCH MATCH MATCH T.O.B. T.O.B. T.O.B. 3 16 3„ 141, TYP. 1414 31" 31" 44 TYP. 0 O O EIGHT *,'HEADED O CONCRETE ANCHORS 31„ �0 N 2 2 O OQ ill"TYP. 1 1 32" 32 NOTE: EMBEDDED ATTACHMENT TYPICAL @ SP-2 Op Qp @ SOLID GROUT BEARING BLOCK. SEE _J 14" - 14" OTHER DETAILS J PQ"X8"X1'-2" 8" �l u- EA-1 EMBEDDED ATTACHMENT - EA U) FABRICATION DETAIL �— > SCALE: 1" = 1'-0" u m= Z = JW L1J N JOB NO. E19-208 DATE 08/27/2019 DRAWN AG DESIGN AG STRUCTURAL FABRICATION DETAILS S4.2 FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. UPDATED 11 /24/2019 9HELL 1:5MU 10 1 FJ)EA=N1i%i11ffi CONSTRUCTION PLANS FOR VA CLINIC Eiland Blvd. Zephyrhills, Florida SHEET DESIGNATION DESCRIPTION S0.0 DESIGN CRITERIA S1.0 FOUNDATION AND SLAB PLAN S1.1 LOW FRAMING PLAN S1.2 HIGH FRAMING PLAN S2.0 SECTION S2.1 SECTION S2.2 SECTION S2.3 SECTION S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S3,2 STRUCTURAL DETAILS S3.3 STRUCTURAL DETAILS S4.0 STRUCTURAL FABRICATION DETAILS S4.1 STRUCTURAL FABRICATION DETAILS S4.2 STRUCTURAL FABRICATION DETAILS U0 /tamper URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANoRDER.tam These plans are cepyrighted and are subjecC to copyright protection as an "architectural work" under section 102 of the copyright act. 17 us. a, as amended December 1990 and known as architectural works copyright protection act of 1990. The protection includes but is not limited to the overall form as well as arrangement and composition of spaces and elements of the design. under such prolection, unauhmized use of these plans, work or home represented, can legally result in the cessation of conahstlon or buitdings being seized sector netarycompensation to URBANoRDEPotampa inc, Florida registration AA26002460. ISSUE DATE 05/15/2019 REVISIONS L LAYOUT PAGE TABLE LABEL TITLE DESCRIPTION COMMENTS A-2 SITE PLAN REFERENCE SEE CIVIL PLANS A-3 DIMENSIONS & NOTES PLAN A-4 WINDOW & DOOR SCHEDULE A-5 WALL TYPES A-6 ELEVATIONS A-7 BUILDING SECTIONS A-8 FOUNDATION PLAN A-9 FIRST FLOOR FRAMING PLAN A-10 HIGH ROOF FRAMING PLAN A-11 STRUCTURAL DETAILS A-12 ADA DETAILS A-13 WALL SECTIONS & NOTES A-14 FRAMING DETAILS A-15 DOOR ATTACHMENT DETAILS CV A-16 ROOM ELEVATIONS � A-17 STRUCTURAL NOTES M CY) A-18 ROOFING DETAILS A-19 ROOFING DETAILS A-20 ROOFING DETAILS U -0 Cis -0 A-21 ROOFING DETAILS z A-22 BUILDING ENTRY AREA m 0 A-23 ENTRY VIEWS U -0 U— Q (U U) > W a N N THIS PLAN SHALL MEET ALL ENERGY REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 6th Addition BUILDING CODE SUMMARY THESE PLANS HAVE BEEN PREPARED TO MEET THE MINIMUM REQUIREMENTS ESTABLISHED BY: BUILDING CODE: FLORIDA BUILDING CODE 6th ADDITION 2017 OSHA STANDARDS Reference to Standards: ACI- American Concrete Institute ASTM- American Society for Testing Materials NEC- National Electric Code U.L.- Underwriters Laboratories, Inc. CRSI- Concrete Reinforcing Steel Institute • Florida Building Code 6th Edition (2017) - Building • Florida Building Code 6th Edition (2017) - Accessibility • Florida Building Code 6th Edition (2017) - Test Protocols • Florida Building Code 6th Edition (2017) - Mechanical • Florida Building Code 6th Edition (2017) - Plumbing • Florida Building Code 6th Edition (2017) - Fuel Gas • UL Standard 181 (2005) • ASTM E 96 (2013) • ASCE 7 (2010)- with Errata dated January 11, 2011 • ANSI/AHSRAE/ASHE Standard 170 (2013) • UL Standard 1069 7th Edition (2007) BUILDING DATA Building Height: 21' Building Type: 2B Not Sprinkled Occupancy: No. of Stories: 1 Gross Area: 15,212 Sq.Ft. UU UU Cn W LU 0 0 JOE TOPH. FL.,REG, AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: VAz hills SHELL SHEET NUMBER Aml FOR REFERENCE ONLY SEE MATCH LINE -SEE SHEET C-09 C C EX. CONCRETE FOUNDATION TRAFFIC SIGNAL MAST ARM 0 s M 1 VU 1 D' TYPE 'A' LANDSCAPE BUFFER I 15' ` 1 YPE'AjLANDSCAPE BUFFER i DUMPSTE CLOSER (SE ETAIL ON C-17) 9 CIVIL PLANS SIDEWALK TO BE t f FLUSH W/ PAVEMENT MATCH LINE - SEE SHEET C-10 SIDEWALK CONNE4;�IQW m YP}� UPDATED 11/24/2019 000 0 1 • - i 7 1D 10 } y20' I # .� ,.� TYPE 'F' CURB ( P) i F;NDICAP ACE & SIGN PER 'sr• g FDOT INDE)4"71 1 -001 (TYP) fir 24' 20` 20' 24" 20` �-Jve SIDEWALK TO BE FLUSH W/ PAVEMENT I StOWALK TO BE TTTT FLUSH W/ PAVEMENT T CURB TRANSITION r ¢� 3'CURB0�" TRANSITION 10' TYPE 'A' LANDSCAPE BUFFER I SIDEWALK TO BE STC�I� 2' WIDE STOP BAR & TYPE 'D' CURB (TYP) r, FLUSH W/ PAVEMENT STOP SIGN (R1-1) (g� CURB RAMP TYPE r 'CR-G' PER INDEX 304 <C m TYPE 'D' CURB (TYP) �Q Z Q CC ~ �1� 24" 20' I W < t w 9 60 15 - 2D 24 15 6' 12' 2$' 15' TYPE 'F' CURB (TYP) 9' T CURB VANSI ION \ N ( t7 J � O 4" WIDE WHITE -'/ �Ta' 'g' . 'Q70, PARKING STRIPE (TYP) 1 i CURB RAMP TYPE "CR-G' SIDEWALK PER FDOT INDEX I PER INDEX 520-001 522-001 & 522-002 FOR FUTURE , , HIGH IMPACT CROSSWALK (TYP) CONNECTION F'` TYPE rD' CURB (TYP) �� ¢h��- sT• T CURB TRANSITION 12.19, (N g a 3' CURB TRANSITION \ f9� 15' TYPE 'D' LANDSCAPE BUFFER SIDEWALK PER FDOT INDEX 522-001 & 522-002 (TYP) - — � - — � w °• � DIRECTIONAL ARROW \,..�._s__._�-- — -..mmwft� on. —PER FDOT INDEX - -_ y�� PARCEL 10(- 711-001 (TYP) �-F T-NC.LUc EX. SIDEWALKw 3; EX. TREE TO BE SAVED -� (SEE L-1.10 - TREE R _MOVAL PLAN) 170' VA MEDICAL BUILDING 15,044 SF (FFE. 90.4) OUTDOOR SEATING 14&44' LOADING / UNLOADING AREA 5' X 12' BIKE RACK PAD I SIDEWALK TO BE FLUSH W/ PAVEMENT (BIKE RACKS BY OTHERS) WHEEL STOP (TYP) SIDEWALK PER FDOT INDEX 522-001 & 522-002 (TYP) N K TO B T CURB FL IS W/ EMEN LL co TRA N LO 0 U0 /tampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANoRDER.tam a, inc. These plans are copyrighted and are subject to copyright protection as an "architectural work" under section 102 of the copyright act. 17 u.s.o. ae amended December 1990 and known as architectural works copyright protection act of 1990. The protection includes but is not limited to the overall form as welt as arrangement and composition of spaces and elements of the design. under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of conshcGon or buildings being seized and/or monetary compensation to URSAWRDFR tampa tnc., Florida registration W6002460. ISSUE DATE 05/15/2019 REVISIONS n CN d" LO CM U zco.0 U Q (_� U) �..�..� N JOE TOPH. FL.,REG. AR10095 DATE:12123/2019 DRWN CHKD: SCALE: SEE HARDWARE CODE DETAILS NEXT SHEET WINDOW SCHEDULE UPDATED 11 /24/2019 Door Schedule Number Room Name Label Size Width Height Tempered Descri tion Thickness Hine Handle Ext. Handle HW Nr Comments Manufacturer D01 Vestibule/Entry 12070MU 12070 144 " 84 " Yes Dbl 3/0 Automatic Sliding Doors Kev Lock D02 Waiting RoomNestibule 12070MU 12070 144 " 84 " Yes Dbl 3/0 Automatic Sliding Doors Key Lock D03 VENDING 3070 3070 R EX 36 " 84 " Yes ext. Hinged -Door SO 1 3/4" Standard 3 Panic Bar with Lock Lever D04 Hall E 4070 4070 R EX 48 " 84 " Yes ext. Hinged -Door S01 1 3/0 Standard 3 Panic Bar with Lock Lever D05 bio haz 3870 3870 L EX 44 " 84" Yes ext. Hinged -Door S01 1 3/4" Standard 3 Lever Lever hw:513 Wood 01 d :F dr:45 min s:V D06 MEP 4070 4070 L EX 48 " 84-1 Yes ext. Hinged -Door S01 1 3/4" Standard 3 Lever Knob hw:5G Wood Sound t:19 s:V D07 Hall E 3070 3070 R EX 36 " 8411 Yes ext. Hinged -Door S01 1 3/4" Standard 3 Panic Bar with Lock Lever D08 Lounge/Locker 3070 3070 L EX 36 " 8411 Yes ext. Hinged -Door S01 1 3/4" Standard 3 Panic Bar with Lock Lever D09 Hall G 3070 3070 R EX 36 " 8411 Yes ext. Hinged -Door S01 1 3/4" Standard 3 Panic Bar with Lock Lever DOORS: SUITE ENTRY Suite entry doors shall be provided as part of the Tls and shall have a minimum clear opening of 32" wide x 84" high (per leaf). Doors shall meet the requirements of being a flush, solid core, 1-3/4-inch thick, wood door with a natural wood veneer face or an equivalent pre -approved by the Government. Hollow core wood doors are not acceptable. They shall be operable by a single effort; and shall meet the requirement of NFPA 101, Life Safety Code or the International Building Code (current as of the Lease Award Date). Doors shall be installed in a metal frame assembly which is primed and finished with a low VOC semi gloss oil -based paint finish with no formaldehyde. DOORS: INTERIOR Doors within the Space shall be provided as part of the Tls and shall have a minimum clear opening of 32" wide x 80" high. Doors shall be flush, solid core, wood with a natural wood veneer face or an equivalent door pre -approved by the LCO. Hollow core wood doors are not acceptable. They shall be operable with a single effort, and shall meet the requirements of NFPA 101, Life Safety Code or the International Building Code (current as of the Lease Award Date). Doors shall be installed in a metal frame assembly which is primed and finished with a low VOC semi -gloss oil -based paint with no formaldehyde. DOORS: HARDWARE Doors shall have door handles or door pulls with heavyweight hinges and locks. The Lessor is encouraged to avoid the use of chrome -plated hardware. All doors shall have corresponding doorstops (wall- or floor -mounted) and silencers. All door entrances leading into the Space from public corridors and exterior doors shall have automatic door closers. Doors designated by the Government shall be equipped with Best 7-pin locks, tumbler cylinder locks and strike plates. All locks shall be master keyed. Furnish at least two master keys for each lock to the Government. Any exterior entrance shall have a high security lock, with appropriate key control procedures, as determined by Government specifications. Hinge pins and hasps shall be secured against unauthorized removal by using spot welds or pinned mounting bolts. The exterior side of the door shall have a lock guard or astragal to prevent tampering of the latch hardware. Doors used for egress only shall not have any operable exterior hardware. All security -locking arrangements on doors used for egress shall comply with requirements of NFPA 101 or the International Building Code current as of the Lease Award Date. DOORS: IDENTIFICATION Door identification shall be installed in approved locations adjacent to office entrances as part of the Tls. The form of door identification shall be approved by the Government NOTE: All Offices, Storage Rooms, IT Room & Safety Support Room To have lockable doors, individually keyed. ALL WALLS IN THE TOILET ROOMS SHALL HAVE SMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ** Use manufacture supplied dimensions for rough openings 1. The Lock is a Schlage AL44S Series Hospital Lock made for emergency access in an emergency situation The Doors have to have a special prep for the closers and the pivots The Frame has to have a special prep for the special strike locations for the emergency access hardware 2. 12' tempered aluminum frame door, Medium style with 9/16 shatter resistant glass & Dark bronze anodized aluminum frame with full transom EXTERIOR AND COMMON AREA DOORS AND HARDWARE FUNCTIONAL AREA ROOM DESCRIPTION Office to be insulated in partition walls for additional sound deadening for privacy; Ceilings Director Office should also sound deaden space as to not carry voices to other rooms. Floor to deck partitions ,.rill be needed to stop conversations from traveling or double sheetrock. Counselor Office Office to be insulated in partition walls for additional sound deadening for privacy; Ceilings should also sound deaden space as to not cant' voices to other rooms. Floor to deck partitions will be needed to stop conversations from traveling or double sheetrock. Family Counselor Office Office to be insulated in partition walls for additional sound deadening for privacy; Ceilings should also sound deaden space as to not cant' voices to other rooms. Floor to deck partitions will be needed to stop conversations from. traveling or double sheetrock. PSA/OFfice Manager Access to reception area Veterans Outreach Program Office to be insulated in partition walls for additional sound deadening for privacy; Ceilings Specialist (VOPS) should also sound deaden space as to not carry voices to other rooms. Floor to deck partitions Office will be needed to stop conversations from traveling or double sheetrock ReceptionfWaiting area Wheelchair accessible. accommodates seating for clients; includes family waiting area Large Group Counseling Room Office to be insulated in partition walls for additional sound deadening for privacy; Ceilings should also sound deaden space as to not carry voices to other rooms. Floor to deck partitions ,Hill be needed to stop conversations from traveling or double sheetrock. Small Group Counseling Room Office to be insulated in partition walls for additional sound deadening for privacy; Ceilings should also sound deaden space as to not carry voices to other rooms. Floor to deck partitions ,�hll be needed to stop conversations from traveling or double sheetrock. Break Room Area to include cabinets and a sink and accommodate a refrigerator, microwave, table and chairs Secure File Room Roam with securable door Copy/Supply Room Room with securable door Business Center [7,64] SEE PREVIOUS SHEET FOR NOTES NOTE: SEE FLOOR FINISH SHEET FOR FINISHES AND SEE CEILING PLAN FOR CEILING MATERIAL & FINISHES A. Exterior Building doors and doors necessary to the lobbies, common areas, and core areas shall be required. This does not include suite entry or interior doors specific to Tls. B. Exterior doors shall be weather tight and shall open outward. Hinges, pivots, and pins shall be installed in a manner which prevents removal when the door is closed and locked. These doors shall have a minimum clear opening of 32" clear wide x 80" high (per leaf). Doors shall be heavy duty, flush, (1) hollow steel construction, (2) solid core wood, or (3) insulated tempered glass. As a minimum requirement, hollow steel doors shall be fully insulated, flush, #16-gauge hollow steel. Solid -core wood doors and hollow steel doors shall be at least 1-3/4 inches thick. Door assemblies shall be of durable finish and shall have an aesthetically pleasing appearance acceptable to the LCO. The opening dimensions and operations shall conform to the governing building, fire safety, accessibility, and energy codes and/or requirements. Fire door assemblies shall be listed and labeled. Labels on fire door assemblies shall be maintained in a legible condition. Fire door assemblies and their accompanying hardware, including frames and closing devices shall be installed in accordance with the requirements of NFPA 80, Standard for Fire Doors and Other Opening Protectives. C. Exterior doors and all common area doors shall have door handles or door pulls with heavyweight hinges. All doors shall have corresponding doorstops (wall or floor mounted) and silencers. All public use doors and restroom doors shall be equipped with kick plates. All doors shall have automatic door closers. All Building exterior doors shall have locking devices installed to reasonably deter unauthorized entry. Window Schedule Number Label Size Width Height Egress Description Code Manufacturer Comments W01 5020FX 5020FX 60 " 2411 Fixed Glass Bullet Proff Glass W02 22024FX 22024FX 264 " 28 " Fixed Glass Store Front W03 8024FX 8024FX 96 " 28 " Fixed Glass Store Front W04 40100FX 40100FX 48 " 120 " Fixed Glass Store Front See Details W05 94100FX 94100FX 112 " 120 " Fixed Glass Store Front See Details W06 4024FX 4024FX 4713116 " 28 " Fixed Glass Store Front W07 9424FX 9424FX 111 9/16 " 28 " Fixed Glass Store Front W08 70100FX 70100FX 84 " 120 " Fixed Glass Store Front See Details W09 7024FX 7024FX 84 " 2811 Fixed Glass Store Front W10 16024FX 16024FX 192 " 2811 Fixed Glass Store Front W11 3650FX 3650FX 42 " 6011 Fixed Glass Store Front W12 3650FX 3650FX 42 " 6011 Fixed Glass Store Front W13 8020FX 8020FX 96 " 24" Fixed Glass Store Front W14 8020FX 8020FX 96 " 2411 Fixed Glass Store Front W15 5020FX 5020FX 60 " 2411 Fixed Glass Store Front W16 5020FX 5020FX 60 " 24 " Fixed Glass Store Front W17 6020FX 6020FX 72 " 24" Fixed Glass Store Front W18 3050FX 3050FX 36 " 6011 Fixed Glass Store Front W19 110020FX 10020FX 1120 " 124 " I Fixed Glass Store Front W20 10020FX 10020FX 120 " 24 " Fixed Glass Store Front W21 10020FX 10020FX 120 " 2411 Fixed Glass Store Front W22 10020FX 10020FX 120 " 24 " Fixed Glass Store Front PREFIX MEANING EXAMPLE USE EXAMPLE EXPANDED m: Material m: SVT Material: Solid Vinyl Floor Tile(Luxury Vinyl Tile f: Finish f: W Finish: Wall Covering (Vinyl Coated Fabric da: Automatic Door da: ADO Door Automatic: Automatic Door Operator(Swing or Slide da: Glazing Door da: T Door Glazing: Tempered glass dl: Lined Door dl: Yes Door Lined: Yes dr: Rating Door dr: 45 Door Rating: 45 minutes ds: Security Door ds: CR Door Security: Card reader sw: Swing Door sw: [121 Door Swing: See Note 12 t: Type Door t: 19 Door Type: Upper window, Sound Rated Wood s: Size Door s: V Size: Width = T-8" Height = 7'?0" hw: Hardware (Door) hw: 5G Door Hardware: Defined Variant "G" of General — Interior, Single, Storeroom. May include standard storeroom, storeroom with deadbolt, institutional lock (lockable both sides) DOOR SYMBOLS AND LEGEND Refer to PG 18-4 Standard Details for projects not in BIM. NOTES: 1. All doors shall be flush face and 44.45 mm (1-3/4 inches) thick unless noted otherwise. 2. Top and side rails shall be 228.6 mm (9 inches) minimum. Bottom rails shall be 304.8 mm (12 inches) minimum. 3. For scheduling door types see SECTION III. 4.Odd door numbers refer to wood doors. Even door numbers refer to metal doors. 5. Numbers in the schedule for door symbol refers to door size, material, and modification. Door frames to be hollow metal, with the exception of room requiring lead lining. 6. See Standard Door Type Detail #SD080000-01 for door types. 7. Patient Room Toilet doors to swing to outside (reverse); where not feasible provide HW-2B hardware. 8. Door Hardware shall conform to the most stringent requirements set forth in this document, VA Technical Information Library, and the latest edition of International Building Code (IBC). DOOR APPLICATION CODES A Laminated Glass ADO Automatic Door Operator(Swing or Slide ALK Audible Alarm On Egress) CL Stand -Alone Card Reader Lock CR Card Reader D Double Glazed Tempered Glass DE Egress —Delayed DPS Door Position Switch Door Contact H Electric Hold -Open (Wall -Magnet Preferred or Electro Mechanical Closer -Holder IC Intercom ID Door Assembly —Integrated IL Anterlocked L Louver LL Lead -Lined Doors LP Proof Louver —Light M Mechanical Seal for Light Proof & Sound Retarding Door P Panic Hardware PB Stand -Alone Pushbutton Lock RF Radio frequency Shielded Door RR Remote Release Button STC Acoustic Door Assembly Indicate STC Rating # T Tempered Glass TL Timer Lock Electric Lock/Unlock of Door Using Electric Timer U Undercut 1" V Lead Glass F Fire Rated Glass (No Wire) U0 /tampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANoRDER.tam These plans are copyrighted and am subject to copyright protecban as an'arclu"'mral worK under —don 102 of d. copyright acL 17 u.s.o. as amended December 1990 and known as archimshuml works mpydght protection ad of 1990. The protection induces but is not Wed to the ommN form as wall ea arrangement and composition of spews and elements of the design. under such protection, unauthorized use of these plate, work or home represented, mn legaly result in the wseatlon of conswdi"i or huNrNngs hang seized and" monetary compensation b URBANoRDEPAampa inc., Fmdda regiahbon AA26M2460. ISSUE DATE 05/15/2019 REVISIONS n U z_m U Q co L1J 1� G3 t� Cn L. O O 0 O r. JOE TOPH. FL„REG.AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: SHEET NUMBER N co M co .O XPI u) a Q N N A=4 UPDATED 11/24/2019 TOP OF WALL m "ABOVE CEILING TILE TOP OF WALL ACOUSTICAL TILE CEILING STOP @ UNDERSIDE OF STRUCTURE THROUGH CEILING 3 5/8" (25 GA) METAL STUDS @ o . o---�ACOUSTICAL TILE CEILING 24" O.0 ; 5 5/8" (25 GA) METAL STUDS @ 24" O,C 5/8" GYPSUM I { WALLBOARD ) i SEE ROOM FINISH SCHEDULE FOR DETAILS 5/8" TYPE X GYPSUM WALLBOARD BASE AND FINISH FLOOR - SEE SCHEDULE ROUGH FLOOR m STC 43 WALL TYPE W-1 � N6TTO SCALE STC 43 WALL TYPE W-2 � N6`TT6kCA�LE NOTE: 5-5/8" WALL STUDS MAY BE CALLED FOR, SEE FLOOR PLAN FOR LOCATIONS 5/8" TYPE X GYPSUM WALLBOARD BASE AND FINISH FLOOR - SEE SCHEDULE ROUGH FLOOR m 2.4.2 SOUND TRANSMISSION CLASS (STC) 45 The sound resistant enclosures (partitions, doors, duct system) of the spaces listed below shall be designed to suppress generated noise and provide a satisfactory degree of acoustical isolation for adjacent occupied spaces. A minimum Sound Transmission Class (STC) rating of 45 shall be achieved. As shown on the conceptual documents. A/C and other mechanical equipment rooms All Clinic rooms: exam, procedures, offices, group and conference rooms 2.4.3 SOUND TRANSMISSION CLASS (STC) 40 The sound resistant enclosures of the following spaces shall be designed to assure speech privacy and achieve an STC rating of 40. Conference rooms Consultation offices Examination and treatment rooms Individual offices in Mental Health and Behavioral Sciences Service Audiology and Speech Pathology areas SEALED CAP W 1 #5 BAR IN FILLED CELL CAULK Bee Roofing 5pecifiications MTL. FLA5HING for more details IN5ULATION 6" THICK WITH A MINIMUM DEN5ITY OF 1.25 POUND5 PER CUBIC, FOOT (R-25 Min) METAL DECKING TACK WELDED INTO PLACE. 5TEEL J015T PER ENGINEER 5PE05 CONDITIONED ATTIC 5EE SPECIFICATIONS BRACING PER 5TEEL MFCT INSULATION NOTE: WALL & ROOF INSULATION VALUE WILL BE DETERMINED BY THE ENERGY EVALUATION REPORT. ' TOP OF WALL 3.21 CEILINGS (APR 2015) 12" ABOVE CEILING TIL A complete acoustical ceiling system (which includes grid and lay -in tiles or other Building standard ceiling system as approved by the LCO) throughout the Space and Premises shall be required. The acoustical ceiling system shall Insulate wall 12" above be furnished, installed, and coordinated with Tis. I TOP OF WALL ceilings A. Ceilings shall be at a minimum 9 feet and 0 inches and no more than 12 feet and 0 inches measured from floor to the lowest obstruction. Areas with ACOUSTICAL TILE CEILING raised flooring shall maintain these ceiling -height limitations above the STOP @ UNDERSIDE OF finished raised flooring. Bulkheads and hanging or surface mounted light STRUCTURE fixtures which impede traffic ways shall be avoided. Ceilings shall be uniform THROUGH CEILING in color and appearance throughout the Space, with no obvious damage to 31/2" BATT INS tiles or grid. B. Prior to closing the ceiling, the Lessor shall coordinate with the (_ ACOUSTICAL TILE CEILING 3 5/8" (25 GA) METAL STUDS @ Government for the installation of any items above the ceiling. 3 5/8" (25 GA) METAL STUDS @ 24" ° c C. Should the ceiling be installed in the Space prior to construction of the Tis, 24° o.c then the Lessor shall be responsible for all costs in regard to the disassembly, 5/8" GYPSUM storage during construction, and subsequent re -assembly of any of the ceiling WALLBOARD components which may be required to complete the Tis. The Lessor shall 5/8" TYPE'x' GYPSUM also bear the risk for any damage to the ceiling or any components thereof WALLBOARD during the construction of the Tls. SEE ROOM FINISH SCHEDULE D. Ceilings shall be a flat plane in each room and shall be suspended and FOR DETAILS finished as follows unless an alternate equivalent is pre -approved by the LCO: 31/2" BATT INSULATION 1. Restrooms. Plastered or spackled and taped gypsum board. 2. Offices and conference rooms. Mineral and acoustical tile or lay in panels 5/8" GYPSUM with textured or patterned surface and tegular edges or an equivalent pre - WALLBOARD approved by the LCO. Tiles or panels shall contain a minimum of 30% recycled content. 3. Corridors and eating/galley areas. Plastered or spackled and taped BASE AND FINISH FLOOR- / ANDFINISH FLOOR SEE SCHEEDULE SEE SC gypsum board or mineral acoustical tile. /j SEE SCHEDULE For ceiling installations in new lease construction projects, tiles or panels ROUGH FLOOR @ i ROUGH FLOORE. m (for restrooms, offices, conference rooms, corridors, and eating/gallery areas) must comply with the following environmental standards: a) California Section l I l 01350 standard for low-VOC materials; b) recyclable in a closed loop process; c) USDA Certified Biopreferred; and d) Environmental Product Declaration (EPD) available. STC 48 WALL TYPE W-3 "-�% NOT TO SCALE STC 48 nWALL TYPE W-4 U NOT TO SCALE ALL WALLS ARE TYPE W=1 UNLESS NOTED OTHERWISE DRYWALL CEILING IN 5ELEGT LOCATIONS OTHERWISE OPEN 1 x6 PT DRAPE BLKG ABOVE YNINDON5 5ROREFRONT WINDO CANT. WINDOW - 5EE PLAN5 FOR 51ZE AND LOCATION 5EE YVINDOYN MFG. FOR ANCHORAGE REQUIREMENT5 SILL CAULKED @ WINOOYN 1/21, G.W.S. OVER —� 3/4" LGF FURRING @ 1611 O.G. R-4.1 1 x4 PT BA5E FIN15H FLOOR 4" GONG. Wl 6x6 WWM — OVER .006 mil. V15QUEEN VAPOR BARRIER TAPED OVER COMPACTED FILL TREATED FOR TERMITES 5EE 5TRUGTURAL PLAN5 STUCCO BAND NOTE THAT STRUCTURAL — 1-0� r! PLAN SUPERSEDED THE DETAILS GIVEN HERE. L6"X4"X 3/4" CONT. EDGE ANGLE. ATTACH TO GONG. BLK. YNALL W/ 3/4"X6" WEDGE ANCHOR @ 2411 O.G. 0 LINTEL BLOCK W/ (1) #5 ROD GONT. POURED 50LID Wl 3000 P51 CONCRETE. 5TEP A5 NEEDED TO 5TAY W/ 5LOPED ROOF OPTIONAL HALF HEIGHT BLOCK IF REQUIRED TO MAKE HEIGHT Bridging attachment, 6" OF L4"X4"X 1 /4 or ° thicker attached to CMU wall using one 1 /211x4" Wedge Anchor METAL DEAD WOOD WHEN NEEDED TO ATTACH CEILING, ATTACH USING 51MP50N 1/411X1 TITON SCREW OT TAPCON5 @ 2411 MAX. O.G. 6" X 5" CONCRETE LINTEL A5 PER TABLE, NOTE THAT HEADER HEIGHT MAY VARY 5EE ELEVATION5 FOR HEIGHT WALL SECTION NOT TO SCALE EXTERIOR WALL (TYPICAL) PRE -CAST GONG. SILL FHA HEADER 6" C.M.U. 5TEM WALL - NUMBER OF COUR5E5 VARIE5 PER 51TE GRADING CONDITIONS REFER TO PLOT PLAN FOR 5LOPE CONFIGURATION U0 /tampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2o02460 JURBANoRDER.tampa, inc.� These glare are copyrighted and are suhJect b mpyrighfprotects n as an'archi—nal woW under seed. 102 of Die copylight act. 17 us... as amended December 1990 and krwurn as architectural works copyright ff tecdm act of 1990. The protection includes but is not limited to the overall form as well as arrangement and mmposmm of spaces and elements of the design. under such pne.Mon, unautt nzad use of these plan, work or home represented, can legally rerun in the cessation ofmnsmr bon a buldngs bang semd aidla nwnaary mmpe—Wn to URRAWDERA rape R.W. reg trah.AA260Q2460. ISSUE DATE 05/15/2019 REVISIONS 0 N d' LO co co cU z m O J U -o LL � Q (� Cn _ iff CL N JOE TOPH. FL.,REG. AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: SHEET NUMBER 1! _ S3 A5 I ---------------------------------T CMU LOW WALL — — — + WALL BEYOND I 4' SOS 3 PLY ROOFING OVER 1/4" PER FOOT SLOPED ROOF DECK. FOAM INSULATION. SEE SPECS KNEE WALL LOW ROOF 4' ISLAND HIGH ROOF LOW ROOF WALKWAY ROOF ROOF - HIGH SIDE PARAPET WALL CEILING UNO — — — — — — — — — — — — — — — — — — — — — — — L AWNING OVER EXIT DOORS 0 z Exterior Elevation Front C HIGH ROOF W/ PARAPET --------------------------------------- STUCCO COLUMN ----_ _---- ------ _ _-_--- ------------------- --I-FLOOR UPDATED 11/24/2019 CMU COLUMN CMU COLUMN BEYOND LOW ROOF 10' CEILING — 0 N _ N LI z S3 A5 - - - ---------------------------------------------------------------------------------L----------------------------------- SBS 3 PLY ROOFING OVER 114" PER FOOT SLOPED ROOF DECK. FOAM SBS 3 PLY ROOFING OVER 1/4" PER FRONT PARAPET FOOT SLOPED ROOF DECK. FOAM INSULATION, SEE SPECS RAIN GUTTER ---+-------L------------- IWr-HIGH DOWNSPOUT TYPICAL I I -------------------- FLOOR ELEVATION ExteriorElevation Rear RAIN GUTTER SBS 3 PLY ROOFING OVER 1/4" PER FOOT SLOPED ROOF DECK, FOAM INSULATION, SEE SPECS ----------------------------- OVERHANG 3' THICK SBS 3 PLY ROOFING OVER 1/4" PER FOOT SLOPED ROOF DECK. ROOF HEIGHT - HIGH SIDE-"",, --------------- - - - - - - - - - - - - - - - FOAM INSULATION, SEE SPECS LOW ROOF - ----------- PARAPET ---------------------- w/ GUTTER Z ------- RAIN GUTTER � - Z ------------- -- CEILING _ _ _ _ _ 9' CEILING_ ti ---- CEILING UNO NJ --------------- --- - C --- ao ;t- ,- „ o ENTRY WALK U _ v LU® _ AlLOW ROOF H 20' 6'-8" 12'-2 LOW ALL w/ G TER G \ M Exterior Elevation Right Rt SBS 3 PLY ROOFING OVER 1/4" PER FOOT R7 SLOPED ROOF DECK. FOAM INSULATION, SEE OVERHANG 3' TALL SPECS Exterior Elevation Left CEILING 0 N - ti M WALL SCALE 1 u /tampa URBANoRDER.tampa, Inc. 5006 south elberon street 33611 813.832.5557 aa2002460 JURBANoRDER.tampa, inc.� These plans are copyrighted and are subject to copyright protection as an'archdecluml work' under section 102 of the copyright act. 17 u.so. as amended December 1990 act krawn as archfleciuml works copyright protectim act of 1990.The protection includes but is not limited to tre overall form as well as arrangement and composition of spaces and elements of Me design. under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of construction a buildings being seumd anclor monetary conQensaton to URBANdMER hanpa inc., Florida regisbatm AA26002460. ISSUE DATE 05/15/2019 REVISIONS n IZI- M M U ICU z m U -a _C) Q co U) > iw :- L C- CL N W JOE TOPH. FL.,REG. AR10095 DATE: 12/2312019 DRM CHKD: SCALE: SHEETNUMBER A=6 v � \ VA z f SBS 3 PLY ROOFING OVER 114 PER FOOT nnnr urwnu�r -nnrf rawunv Cross Section 1 SCALE 3/16" =1'-0" DECK. EXPOSED TRUSSES, SEE SPECS Cross Section 4 SCALE 3116" =1'-0" 0WAS••••••M SIBS 3 PLY ROOFING OVER • UPDATED 11/24/2019 - U0 /tampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANoRDER.tam a, inc. These plans are copyrighted and are subject to copyright protection as au rk° °architectural wounder section 102 of the copyright act. 17 u.s.o. as amewed December 1990 and kn— as architectural works copyright protection act of 1990. The protection includes but is net limited to the auerall form as well as anargement and composifion of spaces and elements of the design. under such potecion, unauthorized use of these plans, work or home represented, can Icgalty result in the cessation of constraction or buildings being weed and/or mocetary compensation to URBMoRDERAampa inc., Florida registration WWO2460. ISSUE DATE 05/15/2019 REVISIONS n N M M v co 0 zm o 0 LL' U < co va w a N Pei JOE TOPH. FL„REG. AR10095 DATE: 12123/2019 DRWN: CHKD: SCALE: SHEETNUMBER Section 5 SCALE 3/8" =1'-0"VI-7 A=7 ✓'" VAz hills SHELL 12l23/2019 4:27:27 PM 1701 Foundation UPDATED 11/24/2019 o 00 U0 /tampa URBANORDER.tampa, inc. 5006 south elberon street 33611 813.832.5567 aa2002460 URBANORDER.tam a, inc. These Plans are ropydghW aal are subject to mpyng tprotectionasan'archR.e Wmlwallunder section 102 of the copyrghtact 17 u.s.oas amended December d990 and lua asardtiteowral works The protection includes but is not limited to the ova form as wall as anangemeM and composition of spaces and elements of the design. under such protection, unauthoraed use of these plans, wak or home represented, can legally result in the camfion of constru diem a buildings being seed ardor monetary comperaaticn to URBANoRDER(tampa inc., %fidl registmeonWM2460. ISSUE DATE 05/15/2019 REVISIONS 0 N d' LO M M C) ca > Z m U- _o Q ca u) > W c- CL a� N JOE TOPH. FL.,REG. AR10095 DATE:12/2312019 DRWN: CHKD: SCALE: 27'-9" 29'-10" �A7� Roof Framing UPDATED 11/24/2019 %�00 11016 U0 [tamps URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANORDER.tam These plane are copyrighted and are subject lo copyright protection as an'architactural warts under section 102 of the copyright ad. 17 u.s.o. as amended December 1990 and kr~ as architectuml works copyright protection act of 1990. The Protection indudes but is not limited to the arerall rth to. oas well as arrangement and composition of spaces and elements of the design. under such protection, unauthorized use of these Plans, wark or home represented, can legally result in the cessation of wnstructian or b0diags being seized andlor wrertary compensation to URaWaRDBMampa inc., Florida registration AA29J024W. ISSUE DATE 05/15/2019 REVISIONS n CV ";I- LO (') C� C) cz > " Z m 0 _O U Q CIO u) >iTj- F L c- CDL r. cc a. .E cc L. U- L 0 O U. L. U. JOE TOPH. FL.,REG. AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: - SHEET NUMBER SCALE 11 1 =1'-0" A=9 - VA Bills SHELL 12/23/2019 4:27:28 PM A.D.A.A.G. INTERIOR ACCESSIBILITY COMPONENTS THIS S TENANT SPACE IS REQUIRED EQU RED TO BE ACCESSIBLE AS SET FORTH IN THE AMERICANS WITH DISABILITIES ACT OF 1994 AND ITS REVISED 2010 STANDARDS FOR ACCESSIBLE DESIGN. MAINTAIN COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACT AND ITS ACCESSIBILITY GUIDELINES A.D.A. (A.D.A.A.G.). 1, FOOD SERVICE LINES SHALL HAVE A MINIMUM CLEAR WIDTH OF 36" WITH TRAY 1. ACCESSIBLE RAMPS SHALL COMPLY WITH A.D.A.A.G. SECTION 405. SLIDES MOUNTED NO HIGHER THAN 34" ABOVE THE FLOOR. IF SELF-SERVICE SHELVES U 36 min ARE PROVIDED AT LEAST 50fa OF EACH TYPE MUST BE WITHIN REACH RANGES min _. _ i1 - „ - 2. IF A RAMP HAS ARISE -GREATER THAN 6 OR A HORIZONTAL PROJECTION GREATER THAN 72 .THEN SPECIFIED IN A.D,A.A.G, SECTION 308, IT SHALL HAVE HANDRAILS ON BOTH SIDES, HANDRAILS ARE NOT REQUIRED ADJACENT TO ASSEMBLY SEATING AREAS. CLEAR SPACE BETWEEN A HANDRAIL AND AN ADJACENT WALL SHALL BE 1-1/2" MIN. 2, SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR DISHWARE, CONDIMENTS, t q �x FOOD AND BEVERAGES SHALL BE INSTALLED TO COMPLY WITH A.D.A.A.G. SECTION 308. { II" '� I 3. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:48. l '': \ '''..' `, 4, EXISTING RAMP'S SLOPE SHALL COMPLY WITH SECTION 405.2. FOR A RAMP NOT RISING MORE THAN 3" THE MAXIMUM SLOPE CAN BE 1:8>X>1:10. FOR A RAMP RISING GREATER THAN 3" BUT UJ In FOOD SERVICE LINES i THE MAXIMUM SLOPE CAN BE 1:10>X>1:12. NOT MORE THAN 61 L 1. ACCESSIBLE STAIRS SHALL COMPLY WITH A.D.A.A.G, SECTION 504. 2, ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS TREAD DEPTHS ALONG EACH RUN. RISERS SHALL BE 4" HIGH MIN, AND NI U FORM AND 7#1 HIGH MAX. TREAD SHALL BE 1131 DEEP MIN.. 3. THE CLEAR SPACE BETWEEN HANDRAILS AND WALL SHALL BE 1-1/2" MIN. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOP AND SIDES. THE TOP OF Ln HANDRAIL GRIPPING SURFACES SHALL BE INSTALLED BETWEEN 34" AND 38" ABOVE STAIR NOSINGS, 1, CONTROLS & OPERATING MECHANISMS SHALL COMPLY WITH A.D.A.A.G, SECTION 309. 2. ALL CONTROLS & OPERATING MECHANISMS WHICH ARE INTENDED FOR NORMAL USE BUILDING OCCUP ANTS SHALL BE PROVIDED WITH A.D.A.A.G.-COMPLIANT CLEAR FLOOR SPACES & SHALL COMPLY WITH REACH RANGES IN SECTION 309. cc 3. REACH RANGES FOR CHILDREN UNDER AGES 12 SHALL a COMPLY WITH SECTION 308.1. U _ 4 max 32 min 36 min alter nate 1. ELEMENTS RES OFACC ACCESSIBLE S T603,604,605,doorlocatl n E S ROOMS SHALL COMPLY WITH A.D.A.A.G. SECTIONS i o 606, 607, 608, 609 & 610. I 3FF _ min t M ICI C'...,- ^`-..,Y 2. ACCESSIBLE URINALS SHALL 8E STALL -TYPE OR WALL -HUNG AT A MAXIMUM OF 17rr x� I ABOVE FINISH I FLOOR. URINALS SHALL HAVE A 30" x 48" CLEAR FLOOR SPACE TO ALLOW A FRONT APPROACH AND [ 1 n 18 36 min - I 3_6 min 54 "sin N -i THE E - _ , , LUSH CONTROLS SHALL BE HAND OPERATED WITH THE CONTROL INSTALLED D ACCORDING N T ... -- -- , �.._., �---u ,. - ..... S N LE CCO I G O r , I .I4: 1 I � �_�-- _,.,.,, �: t 12 mi min 12 max 42 m1n -, _ _ I 12 Max M SECTION 308,(, -toilet } -- a i# IJ paper- S4 min ' ... 56 min I w_wali mounted w.c, Clear \.. I ...t.: i.. ..... .,.•._ ,._ + t floor A w. floor mounted w,c. 3. HOT WATER LINES AND DRAIN PIPES UNDERT _ --� _..0 _ ..... LAVATORIES SHALL 8E INSULATED OR OTHERWISE # + r" x s6mitl w.wall auntedw.e. r space ra, c p ra + d- u II t -- FI m PROTECT I _.. E x - min. at latch - CON CONFIGURED T PR ER ALB N SHARP A 42 O O AGAINST CONTACT. THERE SHALL E O HAR OR ABRASIVE SURFACES _ . _ . _ . � ,� I ? ',.� r� I ": ( ;�' { aPProaeh only :.. 59_ min �w..flooP mw�nted w=c. .. _ a. ??S UNDER LAVATORIES, ��- �- _ .�' ".�. - -� � x.= 60`" min- all other I 66 man 7-9 1 approaches: hinge - .� approach only if A = 2" e.. s N, TA F BACK WALL SIDE WALL x 4 then x Sd' STANDARD STALL STANDARD STALL END 0. RO4U 4. IF HAND OPERATED METERING FAUCETS ARE USED, THE FAUCET SHALL REMAIN OPEN FOR 10 � t SECONDS MINIMUM. CLEAR FLOOR SPACE GRAB BARS AT WATER CLOSETS floor AT WATER CLOSETS TOILET STALLS 5. THE SPACE BETWEEN ANY OBSTRUCTION AND THE GRAB BAR SHALL BE 1-1/2". THE GRAB BAR 175 F ASSEMBLY SHALL BE CAPABLE OF WITHSTANDING BENDING STRESSES, SHEAR STRESSES, SHEAR FORCES, not to exceed - li 7-25' - I AND TENSILE FORCES OF UP TO.250 LBF. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. fountainde h I © r min , p 4 - mIn r _ TI HEIGHTS E 6 MOUNTING H G TS TO OPERATING CONTROLS FOR RESTROOM ACCESSORIES NOT SPECIFICALLY , =El CALLED OUT IN THE A.Q,A.A.G, SHALL COMPLY WITH THE REACH RANGES SPECIFIED IN A.D.A.A.G. I f- clear_ - . x e x i s E floe c' SECTION 308, space - E �: E E �i } ); E o i. I �t s min , s max a' a X 1 N': �.....,fir. . �,-.,.� �..�.,. .-.... 11,A7. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED CONTROLS SHALL ::p Amax foe _ _ _ _ _I where 24.Y-Lt, equipment Pe r� fitted=nshaeeiaree COMPLY WITH 309 AND BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET knee 8 min I cEearanse , wh,=re z > ZA, y > 36. clearanceLLJ CI 4nrto FREE-STANDING BUILT-IN FOUNTAIN CLEAR FLOOR. SPOUT HEIGHT AND 8 i 7-25 � depth FOUNTAIN OR COOLER OR COOLER SPACE KNEECLEARANCE CLEAR FLOOR SPACE LAVATORY CLEARANCE DRINKING FOUNTAINS AND WATER COOLERS cIG >n 1, ACCESSIBLE DOORS SHALL COMPLY WITH A.D.A.A.G. SECTION 404. 2. THRESHOLD, IF PROVIDED AT DOORWAYS, SHALL BE 1/2" HIGH MAXIMUM, EXISTING OR ALTERED THRESHOLDS 3/4" HIGH MAXIMUM THAT HAVE A BEVELED EDGE ON EACH SIDE WITH A SLOPE NOT STEEPER THAN 1.2 ARE ALSO PERMITTED. 3, DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34k MINIMUM AND MAXIMUM ABOVE THE FINIS H FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES, 4, DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. SPRING HINGES. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 5.. ACCESSIBLE DOORS THAT ARE NOT FIRE DOORS OR EXTERIOR HINGED DOORS SHALL HAVE A MAXIMUM FORCE FOR PUSHING OR PULLING THE DOOR OPEN OF 5 LBF. THIS FORCE DOES NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD A DOOR IN A CLOSED POSITION. 0 0 a 1. ALL WALKS, HALLS, CORRIDORS, AISLES, SKYWALKS, TUNNELS, AND OTHER SPACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH A.D.A.A.G. SECTION 402 AND ANY OTHER APPLICABLE SECTION OF CH. 4. LU 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS. F 0 3. AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 1:20 IS A RAMP AND SHALL s COMPLY WITH 405. NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:48. ri. v v =3 I,.yr• f;. c, { Y !r I EXTENSION AT BOTTOM OF RUN EXTENSION AT TOP OF RUN NOTE: X IS THE MINIMUM HANDRAIL EXTENSION REQUIRED AT EACHTO P RISER..X = 12" MIN. Y IS THE MINIMUM HANDRAIL EXTENSION REQUIRED AT EACH BOTTOM RISER. Y IS EQUAL TO OR GREATER THAN THE TREAD DEPTH. AT LAVATORIES NOTE: ALL DOORS IN ALCOVES SHALL C_MPLY WITH THE CLEARANCES FOR FRONT APPROACHES. X 58 m19 .. 32 min! ',--,fir �1 E, _I t v_ ,._r , XG 18 min 24 preferred €� r r-' I , { i ! r NOTE. X N F DOOR HAS = 12 F ! NOTE: X = 36 IN MINIMUM IF Y = 60 IN; NOTE: Y=48.IN MIN8M4}M 7F S =MONO 71mk BOTH A CLOSER AND LATCH. X - 42 IN MINIMUM IF Y � 54 IN, BOOR HAS BOTH A LATCH AND CLOSER, CLEAR DOORWAY WIDTH FRONT APPROACHES - SWINGING DOORS HINGE SIDE APPROACHES- SWINGING DOORS 24 min 24 min t 1 r t >rE r{ i ti YyE do mod i� III��i I NOTE: Y = 54IN MINIMUM IF DOOR HAS CLOSER. NOTE: Y = 48 IN MINIMUM IF DOOR HAS CLOSER. LATCH SIDE APPROACHES - SWINGING DOORS 32 min , ttl,'i ` i t ram, MINIMUM CLEAR WIDTH 60-IN DIAMETER SPACE FOR SINGLE WHEELCHAIR I' 48 min l 48 man 48 min I, L4 cc TWO HINGED DOORS IN SERIES T-SHAPED SPACE FOR 180' TURNS I � t i I r 1_] i t t co 10 max ' 30 -- CLEAR FLOOR SPACE PARALLEL APPROACH level landing surface Of ramp 1 level landing horizontal proiectiorl or run - rs�- M, E .s E' 12 a a 12+ iq L LANDING _ RAMP RUN c 30' max LANDING W min ou min COMPONENTS OF A SINGLE RAMP RUN AND SAMPLE RAMP DIMENSIONS I I elevation i7 min �'S ,rain Section 36 min 1 railing with extended platform EXAMPLES OF EDGE PROTECTION AND HANDRAIL EXTENSIONS 10 m;ax 30 24 max 30 10 max 330 48 - tti - 4 � LS' i , t �. 'i- rt i X X i E i r ' EC `Y��.n` , ca i I � I _ I , It I i ,y 48 1 -i---rt -a--a � i-s- { OBSTRUCTED UNOBSTRUCTED. i CLEAR FLOOR SPACE UNOBSTRUCTED HIGH SIDE REACH SIDE REACH { FORWARD APPROACH SIDE REACH SIDE REACH 1. ACCESSIBLE SIGNAGE SHALL COMPLY WITH A.D.A.A.G. SECTION 703. 2. LETTERS AND NUMBER ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE -WIDTH -TO -HEIGHT RATIO S G EE H I BETWEEN 1:5 AND 1:10, 3, CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ, CCHARA CTER HEIGHT SHALL BE MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" MIN. AND 2" MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "1" 4, LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER-CASE SANS SERIF TYPE, AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5 /8tt HIGH, BUT NO HIGHER THAN 2It . PICTOGRAMS SHALL BE ACCOMPANIED BY THEEQUIVALENT VERBAL I DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6" MINIMUM IN HEIGHT, BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. S. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND - EITHER LIGHT CHARACTERS ON A DART{ BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.. 6. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. INHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT SIDE OF THE RIGHT HAND DOOR.WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS SIGNS SHALL BE LOCATED ON THE NEAREST ADJACE NT NT O E WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. BY 18" MIN, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED DOOR AND THE 45 DEGREE OPEN POSITION. 1. WHERE FIXED TABLES (OR DINING COUNTERS WHERE FOOD IS CONSUMED BUT THERE IS NO SERVICE) ARE PROVIDED, AT LEAST 5 %, BUT NOT LESS THAN ONE, OF THE FIXED TABLES (OR A PORTION OF THE DINING COUNTER) SHALL BE ACCESSIBLE AND SHALL COMPLY WITH A.D.A.A.G. SECTION 902. 2, IN ESTABLISHMENTS WHERE SEPARATE AREAS ARE DESIGNATED FOR SMOKING AND NON-SMOKING PATRONS, THE NUMBER OF ACCESSIBLE FIXED TABLES (OR COUNTERS) SHALL BE PROPORTIONALLY DISTRIBUTED BETWEEN THE SMOKING AND NON-SMOKING AREAS. !I 3. WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34 IN HEIGHT FOR CONSUMPTION BY CUSTOMERS SEATED ON STOOLS D O O OR STANDING AT THE COUNTER, A PORTION OF THE MAIN COUNTER WHICH IS 60" IN LENGTH MINIMUM SHALL BE PROVIDED IN COMPLIANCE WITH A.D.A. A.G. SECTION 305 OR SERVICE SHALL BE AVAILABLE AT ACCESSIBLE TABLES WITHIN THE SAME AREA. 4, AT LEAST 5% OF ALL TABLE SEATING SHALL BE ACCESSIBLE PER THE REQUIREMENTS OF A.D.A.A.G. SECTION 226. 5. ACCESSIBLE SEATING AT TABLES AND/OR COUNTERS SHALL COMPLY WITH CHAPTER 3. VERTICAL CHANGES IN LEVEL CHANGES IN LEVEL 48 man �. &6 min Co �� E 1 NOTE! DIMENSIONS SHOWN APPLY WHEN X, 48 IN TURN AROUND AN OBSTRUCTION in r j3 ,inrl I I `I - WALKING PARALLEL TO A WALL 48 48 20 max im t 20-25 maxi_ y 5 �r :�- m; � I - OBSTRUCTED HIGH SIDE REACH FORWARD REACH HEIGHTTO FINISH FLOOR OR GROUND { FROM BASELINE OF HORIZONTAL VIEWING I I MINIMUM CHARACTER CHARACTER i , DISTANCE HEIGHT ! „ 40 TO LESS THAN OR LESS THAN 72 I I 5/8 PLUS 1/8"/FT OF VIEWI G EQUAL TO 70"/8" 72' AND GREATER j_ DISTANCE ABOVE 72" GREATER THAN 70tt TO I t LESS THAN 180` 2" j LESS THAN OR EQUAL - I TO 12011 180 ---- INCHES AND GREATER -- ;/ I 2 / PLUS 1 $ FT OF VIEWING DISTANCE ABOVE 180" LESS THAN 21' I r' j GREATER THAN 120"--,- -- - 1 3 PLUS 1/8 /FT OF VIEWING I I I 21' AND GREATER DISTANCE ABOVE 21' fl� _,' I ail. INTERNATIONAL SYMBOL OF ACCESSIBILITY DISPLAY CONDITIONS - INTERNATIONAL SYMBOL 1 OF ACCESSIBILITY y . _ _ __- _.._.I t � 48 men xi ---_�- I�--- i I T min mdnn ---- + t 6 r- WHERREX 24,Y=36 MIN MINIMUM CLEARANCES FOR SEATING AND TABLES ADDITIONAL ACCESSIBILITY COMPONENTS IN ADDITION TO ALL A.D.A./A,D.A.A.G, REQUIREMENTS, THIS FACILITY SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION FOR ACCESSIBILITY AS LISTED BELOW AND SHALL MEET ALL REQUIREMENTS ICC/ANSI A1171; * WHERE INFORMATION LISTED/SHOWN IN THIS SECTION CONFLICTS WITH THE A.D.A.A.G. INTERIOR ACCESSIBILITY COMPONENTS, THE MORE RESTRICTIVE OF THE TWO REQUIREMENTS SHALL BE FOLLOWED. 1. ELEMENTS OF ACCESSIBLE RESTROOMS SHALL COMPLY WITH ICC/ANSI A117.1- 2009 mi Y l 1. ALL WALKS, HALLS, CORRIDORS, AISLES, SKYWALKS, TUNNELS, AND OTHER SPACES THAT ARE 12 min' 42 ruin SECTIONS 603, 604, 605, 606, AND 609. 36a min 9*- � -j i { PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI A117.1- 2009 SECTION 402 LF i 12 min 36 min 12 min r l } t� 24 min ' 2-MIn '_ _ tllet '_ I I PIP!, `° -�LUL J 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS, { L. to _ ,. - .....1 E 3. AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 1:20 IS A RAMP AND SHALL _s F -- COMPLY WITH ICC/ANSI A117,1- 200 SECTION 405. NOWHERE SHALL THE CROSS SLOPE OF / -. - -_ ILLAN ti �# _1 k 'E! NOTE DIMENSIONS SHOWN APPLY WHEN X 48 IN. - ACCESSIBLE ROUTE EXCEED 1:48. ca !'�... l NOTE: DIMENSIONS SHOWN APPLY WHEN X � 48 IN. +,.... g a -r�i, IF 2 =42 IN MINIMUM THAN -Y = 48 IN MINIMUM. - BACK WALL SIDE WALL _ IF'2 = 36 IN MINIMUM THAN Y = 60 IN MINIMUM, ' cc GRAB BARS AT WATER CLOSETS 0- T-SHAPED SPACE FOR 180o TURNS TURN AROUND AN OBSTRUCTION x .___.. 1, ACCESSIBLE DOORS SHALL COMPLY WITH ICC/ANSI A117.1- 2009 SECTION 404. fi ` ' " 1. ACCESSIBLE SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1- 2009 SECTION 703. - E t fro +R -. 2. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND r , a 2. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO SUCH THAT THE WIDTH OF AN UPPERCASE 'O" FLOOR LEVEL CHANGES AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. SHALL BE 55% MINIMUM AN 11 p MAXIMUM ' OF HE HEIGHT F A ER 'I'. D 0lTO N UPP CASE 3. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS 3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT - ' BE READ, TABLE 703.2.4. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER-CASE I. LOWER CASE CHARACTERS ARE PERMITTED. NOTE: Y=481NMINIMUM AND GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER -OPERATED X=12INMIN IMUM IF DOOR SIGNS INSTALLED OVER 120" ABOVE FINISHED FLOOR SHALL HAVE A MINIMUM CHARACTER HEIGHT OF 31, MECHANISMS, PUSH -TYPE MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE DESIGNS. HAS BOTHA LATCH AND CLOSER. HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN HINGE SIDE APPROACHES - SWINGING DOORS 4. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,SIGNS SHALL BE INSTALLED ON THE WALL 48" ABOVE FINISHED FLOOR AND NOT LOWER THAN 34" ABOVE FINISH FLOOR. ADJACENT TO THE LATCH SIDE OF THE DOOR, INCLUDING DOUBLE -LEAF DOORS.SIGNS SHALL BE PLACED ON THE NEAREST 48 min 60 min ADJACENT WALL MOUNTING HEIGHT SHALL BE 60" ABOVE FINISHED FLOOR TO THE BOTTOM OF HIGHEST LINE OF TEXT. 4. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO -» THAT FROM AN OPEN POSITION OF 90', THE DOOR WILL TAKE AT LEAST 5 SECONDS TO MOVE TO MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18" MINIMUM BY 18" MINIMUM CENTERED ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED AN OPEN POSITION OF 12". I I i POSTITION AND 45 DEGREE OPEN POSITION. r2, r k UJ - - - TWO HINGED DOORS IN SERIES (� V F: ( "P, 0 U /tampa URBANoRDER.tampa, Inc. 5006 south eiberon street 33611 813.832.5557 aa2002460 URBANoRDER.tam These plans are copyrighted and are subject to copyright protection as an "architectural woW under section 102 of the copyright act. 17 u.s.o. as amended December 1990 and known as architecural works co 'PYn9 ht. techon act of 1990. The P protaclion includes but is not limited In the Overall fames well as anangament end courimation of spaces and elements of the deli n. undersuch 9 otecticn unauNodzed use of these. tare wakor W P home re resented can all result in the cessation P �9 y of coluWcGon abuildin sbein s seized andia s monetarym en to RBAN ER1Iam Inc. satron U oRD to Pa Florida regisbaticn AA26W2460: ISSUE DATE 05/15/2019 REVISIONS N M co r ICU Z m � O - UL C- Q = U) - W W N Cn J d0E TOPH. FL.,REG. AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: SHEET NUMBER Awl 2 Az , TOP OF WALL m "ABOVE CEILING TILE ACOUSTICAL TILE CEILING THROUGH CEILING 3 5/8" (25 GA) METAL STUDS @ 24" O.0 5/8" GYPSUM WALLBOARD SEE ROOM FINISH SCHEDULE FOR DETAILS 5/8" TYPE X GYPSUM WALLBOARD BASEAND FINISH FLOOR - SEE SCHEDULE ROUGH FLOOR m STC 43 WALL TYPE W-1 NOT TO SCALE X TOP OF WALL STOP @ UNDERSIDE OF STRUCTURE o�ACOUSTICAL TILE CEILING 5 5/8" (25 GA) METAL STUDS @ 24" O.0 5/8" TYPE X GYPSUM WALLBOARD BASE AND FINISH FLOOR - SEE SCHEDULE ROUGH FLOOR m STC 43 WALL TYPE W-2 '--�NOT TO SCALE NOTE: 5-5/8" WALL STUDS MAYBE CALLED FOR, SEE FLOOR PLAN FOR LOCATIONS TOP OF WALL STOP @ UNDERSIDE OF STRUCTURE 31/2" BATT INS I— ACOUSTICAL TILE CEILING 3 5/8" (25 GA) METAL STUDS @ 24" O.0 5/8" TYPE rX' GYPSUM WALLBOARD BASE AND FINISH FLOOR - SEE SCHEDULE ROUGH FLOOR STC 48 WALL TYPE W-3 U NOT TO SCALE EMS STC 48 nWALL TYPE W-4 u NOT TO SCALE TOP OF WALL "ABOVE CEILING TIL wall 12" above ACOUSTICAL TILE CEILING THROUGH CEILING 3 5/8- (25 GA) METAL STUDS @ 24" O.0 518" GYPSUM WALLBOARD SEE ROOM FINISH SCHEDULE FOR DETAILS 31/2" BATT INSULATION 5/8" GYPSUM WALLBOARD BASE AND FINISH FLOOR - SEE SCHEDULE ROUGH FLOOR m Light Gauge/ Cold -Formed Steel Standards UPDATED 11 /24/2019 • ASTM a653: grades 33, 27, 40 & 50( Class 1 and 3) • ASTM A792: Grades 33, 37, 40, 50A. • ASTM A875: grades 33, 27, 40 & 50 Cold -formed Structural Framing (Light Gauge Steel) Universal Designation for Light gauge/ Cold -formed Steel The structural framing and its installation shall meet the following standards: Light gauge/ cold formed steel code: The steel stud Manufacturers Association ( SSMA) has published a catalog using • American Iron and Steel Institute (AISI) "Cold Formed Steel Design Manual", latest edition. a new designator system called "The right STUF". The intent of the new designators is to make steel framing products • American Society for Testing and Materials (ASTM) Standard C- 955 — Standard Specification for Load Bearing (Traverse and Axial) Steel Studs, easier to use and to accelerate their acceptance in new markets. Runners (Tracks), and Bracing or Bridging for Screw Application Of Gypsum Board and Metal Plaster Bases. • S: Stud or joist section with flanges stiffeners/lips, C-shapes. • ASTM Standard C-1007-Standard Specification for Installation of Load Bearing (Traverse and Axial) Steel Studs and Related Accessories. • T: track sections. Manufacturer of Light Gauge Framing: • U: cold -rolled channel or channel studs, without the stiffeners/lips. • Company specializing in fabrication of structural framing components with five years minimum experience. Certified by the Light Gauge Structural • Furring channels, or hat shapes. Institute, meeting current Inspection Guidelines. For members in residential projects where the material presented in the IRC doesn't give an answer and for Temporary bracing shall be provided until permanent bracing has been installed. Punchouts, Cutting, Notching, and Hole Stiffening Flanges of joists, studs, commercial projects, the International Building Code, IBC must be used. The IBC references the Cold -Formed Steel headers, and other structural members shall not be cut or notched without an approved design. Web holes closer than 12 inches from center of hole to joist Design, AISI Manual, by American Iron and Steel Institute. bearings, shall be reinforced with a solid steel plate, stud, joist, or track section of an equivalent thickness to the member it reinforces, provided that the Standard Shapes following limitations are met: The C-shaped is used the most for the structural members such as studs, floor joists, roof rafters, roof trusses etc. The • The depth of the hole (across the web) does not exceed half the depth of the web, and C-shaped section must have stiffeners/ lips with specified length/width to prevent local buckling. Please see the figure • The length of the hole (along the web) does not exceed 4 inches or the depth of the web, whichever is greater. Reinforcement shall extend at least 1 inch below beyond all edges of the hole and shall be attached to the web with #8 screws (minimum) spaced no greater than 1" on center along the edges of the reinforcement. T Section Designation and Properties • Unreinforced punchouts in webs of structural members shall not exceed 1-1/2 inches wide x 4 inches long located along the centerline of the web at a THE Right STUF: minimum center to center spacing of 24 inches, Universal Designator System for Light Gauge Steel Framing Members The framing members shall have ends squarely cut by shearing or sawing, be installed plumb, square, true to line and securely fastened per the contract The Right STUF will identify any common light gauge steel framing member using: documents or approved connection details. Submit shop drawings and product data. Indicate on shop drawings component details framed openings, • Web Depth (D), expressed in l/100th inches. pp p g p p g p • Flange Width (B), expressed in 1/100th inches. anchorage, loading, type and location of fasteners and accessories or items required for other related work. • Minimum Base Metal Thickness (T), expressed in mils (1/I000th inches), and the following designators, Material • The cold -formed structural framingand accessories shall be manufactured from structural quality steel having minimum yield strength of 33 KSI for all o S =Stud or Joist Sections with Flange Stiffeners (C-Shapes) q �' g y g o T = Track Sections design thickness' and have minimum protective coating equal to G-60 galvanized finish (ASTM A653M-95, Z180). The steel shall conform to one of the following ASTM Standards: ASTM A653. o U = Cold -Rolled Channel or Channel Studs (w/o Flange Stiffeners) • Structural framing members shall conform to ASTM C955 and have engineering properties calculated in conformance with the AISI "Cold Formed Steel o F =Furring Channels Design Manual", latest edition. • Load bearing steel framing members shall have a legible label, stamp, stencil, or embossment, at a minimum of 48 inches on center, with the following For sections available in both 33 and 50 ksd, the. specifier must clearly indicate which yield point is required when ordering. For example: 6DOS162-54 (50 ksi), information as a minimum: o The manufacturer's identification. o The minimum uncoated steel thickness. o Minimum yield strength in kips per square inch. o "ST" for structural members. o Metallic coating weight (mass). Wall Framing • Building paper and sealer, or equivalent, shall be provided between the underside of the tracks when fastened directly to concrete. • All load bearing studs shall be aligned with trusses, joists, and other horizontal or vertical load carrying members above or below the wall stud. Top and bottom wall tracks shall be of equal or greater thickness than that of the studs. "S" - C-SrUD r r "T" - TRACK "U" - CHANNEL "F" FURRZN6 CHANNEL • Studs shall have full bearing against inside track web (1/16 inches max. gap), prior to stud and track attachment. S-sECrrOtvs* r-SECTIONS -Srcrrc NS r-SrCrrONS • Load bearing steel studs shall be laterally braced. Refer to 1/S2 for construction details. Gypsum board or structural sheathing (i.e. APA or plywood) f� ,h e x � ew 5"'ra fastened to wall studs in accordance with fastener schedule and shear wall schedule shown on plans. Sheathing shall cover the full -height of the wall from the bottom track to the top track. All edges and interior areas of the structural sheathing panels shall be fastened to a framing member and tracks. Provide blocking or strapping for unsupported panel edges. In addition to number 1, one of the following methods shall be used: Horizontal steel strapping installed at mid -height for 8- foot walls, and 1/3 points for 9 and 10-foot walls. Wall -stud bridging installed in a manner that provides resistance to both Nomenclature i minor axis bending and rotation. Bridging rows shall be equally spaced at 4- foot on centers for axial loading. All SSMA products have a four-part identification code that identifies the web depth, flange width, style, and mil thickness. • Load bearing steel studs shall not be spliced without an approved design. Splicing of wall tracks only shall be conform with sheet S2.1. Wall tracks shall Member Web Depth Flange Width not be spliced within 3 inches of studs or anchor bolt locations. f. Corner studs and the wall intersections shall be installed in accordance with sheet S2.1. (Example. 6' = 600 x 'Awinch) (Example: 1It' =1.625 N 162 x "inch) • Stud deflection due to wind load shall not exceed L/360 All member depths are given in Visa inch. All flange widths are given in Voe inch. Light Gauge / Cold -formed Steel Fire Ratings For all "T" sections, member depth is the inside to inside dimension, Fire ratings are expressed in terms of hours. Fire ratings refer to the length of time it takes a fire to burn through a wall. A 1-hour fire rating can be achieved for both load bearing and non -bearing steel walls from 5/8 inch drywall on both sides of the stud wall with no insulation in the cavity. The United States Gypsum company (USG) has tested fire and sound ratings for many different wall assemblies using USG products and ASTM standards. 6tiQIst1 2 54 The results are published in USG's Construction Selector ( United States Gypsum Company, Chicago, IL,, publication No. SA100/3-99) Web: www.usg.com Style Mil Thickness (Example: Stud or .foist section = S) (Example. 0.054' = 54 nulls, 1 mil = -'Aow inch) Nomenclature uses the following four Mil thickness is theminimumbase steel thickness characters to designate the profile. measured in 'doom hitch. Minimum base steel S Stud or Joist Sections thickness represents 46 percent of the design T = Track Sections thickness. U = Channel Sections F = Furring Channel Sections EXAMPLES: Designation for a 5-1/2?-16 gauge C-shape with 1-5/8? flanges and 1/2? stiffening lip = 550S162-54 54 Minimum Base Metal thickness in mils (.054in = 54 mils) 162 1-5/8? flange in 1/I00th inches S Stud or joist with flange stiffeners 550 5-1/2? member depth in 1/100th inches (outside to outside dimension) Designation fora 3-1/2?-20 gauge Track with 1-1/4? flanges = 350T125-33 -33 Minimum Base Metal thickness in mils (.033in = 33 mils) 125 1-1/4? flange in 1/100th inches T Track section 350 3-1/2? member depth in 1/100th inches (inside to Inside dimension) 4. Fasteners and Connections • All fasteners shall be installed according to the manufacturer's approved product evaluation report [ICBOapproval]. • Refer to fastener schedule and shearwall schedule per plan. • Screws 1 All screws shall be a minimum size of #8 unless otherwise specified. All screws shall be corrosion resistant and shall be spaced such that the minimum center -to -center or edge distance of three screw diameters is maintained. Self in -drilling tapping screws shall conform to SAE-J78. A minimum of three exposed threads shall extend through the supporting steel member. Screws shall penetrate individual components of connections without causing permanent separation between the components. Screws shall be installed in a manner such that the threads or holes are not stripped. Head styles, threads, and point types for screws shall be selected based on application conditions and manufacturer recommendations. 2 Screw Diameter Size Guidelines Based on Total Thickness of Steel Screw Nominal Size No.6 Nominal Screw Diameter, d, in. 0.1380 _ No. 8 .�.� No.10 0.1640 ...��..0.1900_..e �..��.. No. 12 0.2160 1/4" 0.2500 For Si: 1 inch = 25.4 mm. Minimum Thickness of Cold -Formed Steel Members Designation (mils) Minimum Steel Thickness (inches) Reference Gauge Number ASTM Color Code1 18 0.018 25 27 0.027 22 33 0.033 20 White 43 0.043 18 Yellow 54 0.054 16 Green 68 0.068 14 Orange 97 0.097 12 Red For SI: 1 inch = 25.4 mm, 1 mil = 0.0254 mm. For SI: 125.4 mm. in �-Reference ASTM C 955 [13]. " = • Greater thickness' are possible, consult screw manufacturer. • Self -drilling trapping screws are required when total thickness of steel exceeds 0.033 inches. Sharp point screws are acceptable for steel thickness' of 033 inches (0.84 mm) or less. • Bolts shall meet or exceed the requirements of ASTM A307. • Using pneumatically driven pins to attach floor, roof, and walls. Bolts shall be installed with nuts and washers. Center to center spacing of bolt holes, connecting sheet metal material to concrete, shall be a minimum of three bolt diameters. Distance from the center of the bolt hole to the edge of the connecting member shall not be less than 1-1/2 bolt diameters. Bolt hole diameter shall not exceed the bolt diameter by more than 1 / 16 inch. Structural sheathing are allowed, provided: • Pin diameter shall be 0.10 inch or more. • Pins shall penetrate the steel framing a minimum of 1/4 inch. • Minimum distance between pins and panel edges shall be 3/8 inch. • Use adhesive between sheathing and floor joists. • Submit manufacturers design values for approval to the engineer of record. 0 U 0 /tampa URSAMORDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 JURBANoRDER.tampa, inc. These plane are copyrighted and are subject to opyrit protection as an'arohitecWral wwk°under section 102 of the cepydght act. 17 u.s.o. as amended December 1990 and known as architectural works copynghtprotecdm act of 1990 The protection includes but is not limited to the overall form. well as arrangement and caryosNon of spaces and elements of the design under such protection, unauthaaed use of these plans, work or home represented, can legally result h the cessation of constmct"' er buildings being seized arudler monetary connpensaaon to URBAN11DIPM— a inc., Florida regisbadan AA26002460. ISSUE DATE 05/15/2019 REVISIONS n d' U-) co M U�-� zm o LL. Q C0 N W i Q (D N U) W 0 Z Z 0 V W W J 40 JOE TOPH. FL.,REG. AR10095 DATE: 1212312019 DRWN: CHKD: SCALE: SHEET NUMBER A=13 PM PECIFICATIONS 1. 1. CONSTRUCTION: 1.1. 1. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION 1.1.2. ACI-ASCE 530, SPECIFICATIONS FOR MASONRY STRUCTURES, LATEST EDITION 1.1.3. ASTM C270, C476, C270 AND C90 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION LATEST EDITION AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. THE FLORIDA BUILDING CODE: LATEST EDITION 1.2. DESIGN 1.2.1. ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, LATEST EDITION 1.2.2. ACI-ASCE 530, SPECIFICATIONS FOR MASONRY STRUCTURES, LATEST EDITION 1.2.3. ASTM SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, LATEST EDITION AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. NATIONAL FOREST PRODUCTS ASSOCIATION, LATEST EDITION 1.2.6. THE FLORIDA BUILDING CODE SBCCI : LATEST EDITION 1. 3. GEOMETRIC CONTROL: 1.3.1. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD 1988). SURVEY INFORMATION PROVIDED BY OWNER/CONTRACTOR. 1. 4. SHOP DRAWINGS: 1.4.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF 1.4.2. CONSTRUCTION. ALL ITEMS IDENTIFIED OR INTENDED TO BE DESIGNED BY OTHERS REQUIRE SHOP DRAWINGS TO BE SIGNED AND SEALED AND SHALL INCLUDE; DRAWINGS 1.4.3. AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, LIFTING LOCATIONS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2. 1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 2.1.7. 2ND FLOOR SELF WEIGHT: 2. 1.8. 2ND FLOOR SUPERIMPOSED LOAD: 2.1.9. ROOF SELF WEIGHT: 2.1.10. ROOF SUPERIMPOSED LOAD: 2.1.11. FLOOR TRUSS TOP CHORD MINIMUM BOTTOM CHORD MINIMUM 2. 1. 12. ROOF TRUSS TOP CHORD MINIMUM BOTTOM CHORD MINIMUM 2, 2E LIVE LOADS: 2.2.1. SIDEWALKAND DRIVEWAY LOAD: 2.2.2. GARAGE LOADS: 2.2.3. CORRIDORS AND BATHROOMS: 2.2.4. PARTITIONED ROOMS: 2.2.5. BALCONY AND DECKS: 2. 2. 6. STAIRWAYS AND LANDINGS: 2.2. 7. ROOF: 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE ASCE 7-10 AND CONDUCTED BASED ON A 3 SECOND 150 MPH WIND GUST. 2■ 5■ THERMAL FORCES: 2.5.1. SEASONAL VARIATION FOR DESIGN AND CONSTRUCTION: MEDIAN TEMPERATURE: 70 F TEMPERATURE RISE: 25 F TEMPERATURE FALL: 35 F MEDIAN RELATIVE HUMIDITY: 2.5.2. 75% 2. 6. CREEP AND SHRINKAGE: 2.6.1. ALL LOSSES IN ACCORDANCE WITH ACI 318, LATEST EDITION 2.7. SEISMIC LOADS: 2.7.1. SEISMIC PERFORMANCE CATEGORY "A" 2, 8, DESIGN WIND SPEEDS: 120 PCF 150 PCF 55 PSF 20 PSF 8 PLF 12 PLF 8 PSF 20 PSF 20 PSF 20 PSF 25 PSF 5 PSF 15 PSF 10 PSF 200 PSF 50 PSF 100 PSF 100 PSF 66 PSF 100 PSF 30 PSF 2.8.1. COMPONENTS AND CLADDING NET PRESSURE COEFFICIENTS ARE IN ACCORDANCE WITH TABLE 1609.6.2 (1) AND TABLE 1609.6.2 (2). 2.8.2. GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B, TABLE 1609.7 (1). 2.8.3. ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, TABLE 1609.7 (2) DISCLAIMER THE CLIENT UNDERSTANDS THAT THERE IS NO LIABILITY INSURANCE THAT CAN BE CLAIMED PER THIS PROJECT AND AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE ARCHITECT FROM ALL CLAIMS, LOSSES AND EXPENSES, INCLUDING REASONABLE ATTORNEY FEES ARISING OUT OF OR RESULTING FROM THE DRAWINGS. IN THE EVENT ERRORS OCCUR, THE ARCHITECT WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION FOR THIS PROJECT. COMPONENTS AND CLADDING DESIGN WIND PRESSURES ROOF OVERHANG NET DESIGN PRESSURE Wind Speed 150mph 3 second gust Exposure Category = B Mean Reoccurrence Interval 700 Years Category 11-Mean Roof Height 30ft. Internal Pressure Coefficient (GCpi) = ±.18 (Enclosed Structure) Minus signs signify pressures acting away from building surfaces Sloped Roof> 7 to 27 degrees ROOFZONE Wind Area (Sq. ft.) 10 20 50 100 1 23.3 -37.0 21.3 -36.0 18.5 -34.6 16.5 -33.6 2 23.3 -64.5 21.3 -59.3 18.5 -52.5 16.5 -47.3 3 23.3 -95.4 21.3 -89.2 18.5 -81.0 16.5 -74.8 WALL ZONE 10 20 50 100 500 4 40.5 -43.9 38.7 -42.1 36.2 -39.7 34.4 -37.8 30.2 -33.6 5 40.5 -54.2 38.7 -50.5 362 -45.7 34.4 -42.1 30.2 -33.6 Envelope Procedure, the net wind load is calculated using the following equation: P = gh[(GCpf) - (GCpi)] Enclosure Classification (GCpi) Open Buildings 0.00 Partially Enclosed Buildings +0.55 -0.55 Enclosed Buildings +0.18 -0.18 3. 1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS, BEAMS, COLUMNS & FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UP LIFT 3.3. LOAD FACTORS AND COMBINATIONS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL IN THE CASE OF WIND LOADS, AN ALLOWABLE OVER STRESS OF 125% CAN BE CONSIDERED. 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.3.3, 3.4. DESIGN ASSUMPTIONS: 3.4.1. FOUNDATIONS ARE DESIGNED BASED ON A PRESUMPTIVE BEARING CAPACITY OF 2500 PSF ON UNDISTURBED SOIL OR ROCK. A REGISTERED GEOTECHNICAL ENGINEER SHALL VERIFY ACTUAL CONDITIONS PRIOR TO PLACEMENT OF THE FOOTING. IF THE FOUNDATION IS ON PREPARED FILL, THE REGISTERED GEOTECHNICAL ENGINEER SHALL VERIFY SUITABILITY OF FILL FOR USE AND ITS FOUNDATION BEARING CAPACITY. 3.4.2. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4. 1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, f'y = 40 Ksi UNLESS OTHERWISE NOTED. REINFORCING LAP SPLICES SHALL BE 48 BAR DIAMETERS IN LENGTH UNLESS OTHERWISE NOTED. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE 4.1.2. THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.3. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. DESIGN COVER REQUIREMENTS: 4.1.4. C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" 4.1.5. C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" PRE STRESSED CONCRETE LINTELS: 1 112" PRE CAST GROUT FILLED LINTELS: 1 1/2" 4. 1.6. 4.3. STRUCTURAL LUMBER: R INTERIOR FRAMING 2x(4) EXTERIOR FRAMING 2x(6 AND 8) FLOOR FRAMING 2x(8 AND 10) MAXIMUM DESIGN VALUES MODULUS OF ELASTICITY (E) BENDING TENSION fb Yt) SHEAR 1,500 Psi 825 Psi 90 Psi 1,600 Ksi 1,200 Psi 650 Psi 90 Psi 1,600 Ksi 1,300 Psi 725 Psi 90 Psi 1,700 Ksi TABLE VALUES ARE MINIMUMS AND ARE BASED ON SOUTHERN PINE No. 2 GRADE. 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 1-83 AND SHALL BE APA RATED SHEATHING EXP 3. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL CONFORM TO VOLUNTARY PRODUCT STANDARD PS 1-83 AND SHALL BE APA RATED SHEATHING EXP 1 OR 2. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FORAN EXTERIOR APPLICATION AND IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. PRESSURE TREATED STRUCTURAL LUMBER IS NOT TO BE USED FOR ANY INTERIOR FRAMING. 4.4. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUTARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: ASTM A446 OR ASTM A526 Fy = 33 Ksi WITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS 8d = 0.131",10d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS AS A MINIMUM. 4.5.6. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS. A 90%%D HOOK SHOWN STANDARD HOOK FOR REINFORCING BAR L MIN. LAP LAP SPLICE TEEL NTS LINTEL TYPE - A SPAN 3' 0" THRU fi'-0" WIND INFORMATION UPDATED 11 /24/2019 BUILDING RISK CATEGORY: BASIS OF DESIGN WIND SPEED MPH - 150 EXPOSURE CATEGORY (A, B, OR C): "B" WINDBORNE DEBRIS REGION REQUIREMENTS: YES A. PLYWOOD SHUTTERS NIA B. SAFETY GLASS YES C. ROLL DOWN SHUTTERS NIA D. OPEN DESIGN N/A INTERNAL PRESSURE COEFFICIENT: 1. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES INSTALLATION. INTSRUCTIONS BEFORE APPLYING CONC. ROOF TILES VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED. 2. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY LINING SHALL BEAT LEAST 16 INCHES (406 MM) WIDE AND OF ANY OF THE CORROSION -RESISTANT METALS. 3, FOR OPEN VALLEYS (VALLEY LINING IF TWO PILES OF MINERAL SURFACES ROLL ROOFING SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18 INCHES (457 MM) AND THE TOP LAYER A MINIMUM OF 36 INCHES (914 MM) WIDE. 4, FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LININGS SHALL BE ONE OF THE FOLLOWING: A. BOTH TYPES 1 AND 2 ABOVE COMBINED B. ONE PLY OF SMOOTH ROLL ROOFING AT LEAST 36 INCHES WIDE (914 MM) AND COMPLYING WITH ASTM D 224. C. SPECIALITY UNDERLAYMENTAT LEAST 36 INCHES (914 MM) WIDE AND COMPLYING WITH ASTM D 1470. WINDOWS AND DOORS: 1. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED PRIOR TO INSTALLATION IN ACCORDANCE WITH ANSI/AMMA/NWDA 101 / IS2 STANDARD AND BEARAN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY, IN ACCORDANCE WITH CHAPTER 17 OF THE FLORIDA BUILDING CODE. 2. ALL DOORS & WINDOWS SHALL COMPLY WITH F.B.C. WIND LOAD REQUIREMENT-150 MPH 3. ALL GLASS DOORS TO BE TEMPERED GLAZING, 4. ANY GLAZING WITHIN 36" HORIZONTALLY AND BELOW 60" OF THE STANDING SURFACE OF A BATHTUB, SHOWER, SPA, ETC., SHALL BE SAFETY GLAZED. 5. PERIMETER EXTERIOR SEALANT TO BE DOW 795 SILICONE SEALANT OR APPROVED EQUAL; VERIFY COMPATIBILTIY OF SEALANT WIHT ADJACENT SUBSTRATES PRIOR TO INSTALLATION 6. ALL DOORS AND WINDOW TO FBC NOA COMPLIANT FOR WIND LOAD INDICATED. FASTNER SPACING AND SIZE SHALL BE IN ACCORDANCE WITH THE MFG.'S FBC APPROVED NOA. 7. WINDOW AND DOOR FRAMES SHALL BE PAINTED WITH PPG KYNAR PAINT SYSTEM COMPLYING WITH AAMA2605, OR APPROVED EQUAL. COLOR TO BE BONE WHITE OR BY OWNER. RECOMMENDED END HOOKS AND LAP LENGTHS BAR 180%%D HOOK 900 %D HOOK HOOK LAP SIZE A A R L b #3 5" 6" 1" 18" #4 6" 8" 1-1/2" 24" #5 7" 10" 2" 30" #6 8" 12" 2-114" 36" #7 10" 14" 2-1/2" 42" #8 11" 16" 3" 48" #9 15" 19" 4-314" 55" 410 17" 22" 5-1/2" 61" IULINTEL TYPE - B SPAN 6'-0" THRU 18'-0" LINEOF REINF.F STL. 4" MIN BEARING LINTEL SCHEDULE LINTEL TYPE BAR SIZE BAR QNTY LINTEL SIZE TYPE -A TYPE-B 45 #5 2 4 8" x 8" 8" x 16" LINTEL NTS Ulm 8" MIN BEARING REDUCE & REINF. GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH ALL LOCAL BULI DING CODES. 4. 2. CONCRETE : 2. PRE -ENGINEERING ROOF TRUSSES SHALL BE DESIGNED TO MEET 150 MPH WIND UPLIFT CRITERIA BYA FLORIDA REGISTERED ENGINEER. 4.2.1. C-I-P CONCRETE C-I-P GROUT PRE CAST CONCRETE LINTELS PRE STRESSED CONCRETE LINTELS 3. CONCRETE SHALL REACH DESIGN STRENGTH WITHIN 28 DAYS OF PLACEMENT. SLAB ON GRADE CONCRETE SHALL BE CHEMICALLY CURED WITH MATERIAL COMPATIBLE WITH FLOORING ADHESIVE, 4. ALL STRUCTURAL LUMBER SHALL BE NO. 1 - SOUTHERN YELLOW PINE KILN DRIED. ALL WD. IN CONTACT WITH CONC. SHALL BE TREATED WITH WOOD PRESERVATIVE, ALL DIMENSIONAL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 4.2.2. CONCRETE SHALL CONSIST OF V MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE ACI 5. SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE ACI, ASTM SPECIFICATIONS FOR ADDITIONAL CRITERIA. 6. 4.2.4. CONSTRUCTION JOINTS ARE TO BE PROVIDED IN ACCORDANCE WITH THE DESIGN CODES AND GUIDELINES AT THE ENGINEERS DIRECTION. 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE ACI, ASTM SPECIFICATIONS AS STATED. MIN. 28 DAY DESIGN ft) MODULUS OF ELASTICITY DESIGN (E) 3,000 Psi 3,122 Ksi 2,000 Psi 2,500 Ksi 3,000 Psi 4,000 Ksi 5,000 Psi 3,200 Ksi ROOF DECKING SHALL BE INSTALLED IN T & G CONFIGURATION & SHALL BE NAILED @ 6" O.C. @ EDGES & 12" O.C. INTERMEDIATE AREA NAILS SHALL BE 10d COMMON DEFORMED SHANK. PERIMETER EDGE FLASHING SHALL BE PAINTED GALV, 20 GA MTL. MIN. LAP @ ROOF SHALL BE Y - NAILED @ 6" O.C. & SET IN MASTIC. DECK DESIGNS TO COMPLY WITH FBC, SECTION R502, WOOD FLOOR FRAMING, R502.1.4 DECKS: WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS AS APPLICABLE. SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. WINDOW ANCHORAGE REQUIREMENTS: 1. EXTERIOR WINDOWS AND DOORS - WHERE BUCK THICKNESS IS 1-1/2 INCHES OR LESS, THE BUCK SHALL BE ATTACHED WITH FASTENERS THROUGH TO JAMB AND SECURED DIRECTLY TO THE STRUCTURE; MINIMUM EMBEDMENT INTO STRUCTURE IS 1-3/4", OR AS REQUIRED BY MFG.'S FBC APPROVED NOA CRITERIA FOR THE WIND LOADS INDICATED AND AS REQUIRED BY LOCAL BUILDING CODES. TYPE OF ROOF SYSTEM: NOT APPLICABLE TO THIS PROJECT TERMITE PROTECTION TO COMPLY WITH FBC, SECTION 1816: 1. A WEATHER RESISTANT JOB SITE POSTING BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT CERTIFICATES TO BE POSTED AFTER EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED. A COPY OF THE CERTIFICATE IS TO BE PROVIDED FOR THE PERSON THE PERMIT IS ISSUED TO, AND ANOTHER COPY FOR THE BUILDING PERMIT FILES. 2, TO ESTABLISH AVERIFIABLE RECORD OF PROTECTIVE TREATMENT, THE TERMITE CERTIFICATE SHALL 1) INDICATE THE PRODUCT USED, 2) IDENTITY OF THE APPLICATOR, 3) TIME AND DATE OF THE TREATMENT, 4) SITE LOCATION, 5) AREATREATED, 6) CHEMICAL USED, AND 7) PERCENT CONCENTRATION AND NUMBER OF GALLONS USED. 3. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 5• INITIAL TERMITE CHEMICAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. 6. SOIL DISTURBED AFTER THE INITIAL TERMITE CHEMICAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. 7. ALL VAPOR BARRIER JOINTS MUST BE TAPED, CONTINUOUS WITH DUCT TAPE, AND VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT IS REQUIRED. 8. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TERMITE CHEMICAL TREATMENT IS APPLIED. TERMITE CHEMICAL SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. 9. AN EXTERIOR VERTICAL TERMITE CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. 10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TERMITE CHEMICAL TREATMENT. 11. A CERTIFICATE OF COMPLIANCE MUST BE PREPARED BY A LICENSED TERMITE TREATMENT APPLICATOR AND IS TO BE ISSUED TO THE BUILDING DEPARTMENT BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE, "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 12. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 13. NO WOOD VEGETATION STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-T OF THE BUILDING. 14. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST T-0" AWAY FROM THE BUILDING SIDEWALLS, OR PRECAST SPLASH BLOCKS MUST BE INSTALLED AS INDICATED ON THE CONTRACRT DOCUMENTS. 15. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDEWALLS. c U 0 Itampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 JURBANoRDER.tampa, inc.l Theseplans are mpydghted and are subjectto mpydght prote fion n an-amhitmtum1 woW under section 102 of the mpydght act 17 u.s.o. as amended December 1990 and knavin as architectural mft copyright protection actof 1990. The protecgon inctudes but is not limited to me overall form as well as arrangement and mmpositian of spans amd elements of the design. under such protection, uneutFwrized use of these plats, wak or home represented, can legalry result in Die cessation of mnsWclion a buildings being seized andla monetary compensation to URBAN.RDERIis. pa inc., Flodda "gisbation AAM24W. ISSUE DATE 05/15/2019 REVISIONS M M U 0 zoo'0 LL U C / W N JOE TOPH. FL.,REG. AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: SHEETNUMBER UPDATED 11 /24/2019 RE FER TCi EVERGUARD9 300 SERIES PARAPET AND WALL DETAIL FOR TERMINATION HEAT -WELDS] LAP EVERGUARDO TPO CORNER CURB WRAP ADJUSTABLE CORNER LAP FOR CORNERS GREATER THAN OR LESS THAN 90 DEGREES DRILL-TEC'"FASTENERS 12" (305 mm) O.C. FOR BA SYSTEMS 6" (152 mm) O.C. REINFORCED EVERGUARDo MEMBRANE (PERIMETER SHEET IF REQUIRED} NOTE:. REINFORCED EVERGUARDo MEMBRANE (PERIMETER SHEET IF REQUIRED) HEAT -WELDED LAP EVERGUARCP PREFORMED UNIVERSAL CORNER - HEAT -WELDED CORNER -WELD OR HEAT -WELD MEMBRANE PIECETO MEMBRANE FLASHING HEAT -WELDED LAP DRILL-TEC7 PLATES & SCREWS 12" (305mrn) O. C. (6" j152mml O.C. FOR BALLASTED SYSTEMS) ENERGYGUART ROOF INSULATION ROOF DECWSUBSTRATE U0 Itampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANoRDER.tam a, inc. These plans are copyrighted and are subject to copyright protection as an "architectural work" under section 102 of U. coWght act. 17 u.s.o. as amended December 1990 and krmvm as ardmectural works coNright protection act of 1990. The protection includes but is not limited to the overall form as well as arrangement and composition of spaces and elements of the design. undersuch protection, unauUwdzed used these plans, work or home represented, can 1.^ rean6 in the cessation of —notion or buildings bang seized and or monetary compensation to URBANoRDER/tampa no, Florida mgistratio, AA26002460. ISSUE DATE 05/15/2019 REVISIONS n 1. FOR INSULATION THICKNESS GREATER THAN 8 (203 mm). A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY N 2. IF EVERGUARCP FREEDOM MEMBRANE IS USED. BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE qql- [N-0-T-E-1- PRIMED. LO M 1. FOUR CORNER CURB WRAP PIECES ARE NEEDED TO COMPLETE. VARYING SIZES MAY BE NEEDED To COMPLETE. 3.25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES co 4. FLASHINGS MAY BE ADHERED OR INSTALLED DRY, SEE MANUAL FOR DIMENS IONS. M 2.CC7RNER WRAP MAY BE ADHERED OR INSTALLED DRY. 5. INSIDE CORNERS MAY ALSO BE FIELD -FABRICATED USING UNREINFORCED MEMBRANE. _� - 3.25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESS DRIES 6. APPLY EVERGUARDP TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES Z �L 4. APPLY EVERGUARDD TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD'o DETAIL 115). CO _O (REFER TO EVERGUARDD DETAIL 115). I..L U � -I Q` ca cn =+F74 �.Ck T-18 OETAI LAPPLIES TD =�Aw '.+;k_ Ti18 DETA L APPIIE8 T4 3 .4112.2d 3yTs.21 rs �' Guard asads�a'l1s - u r ! INSIDE CORNER REINFORCMENT- v...... 25 CORNER CURB WRAP DETAIL :F�L�&' v A.av�ad �_�e � .,.... 27A ALL SYSTEMS � PARAPETVALL, lei we Div; r`' FARAPETAALL& PREFORMED CORNER DETAIL C_ CURB SERIES : lea. •n=+1 c1.1 r: T•'a:�1 .23_Ys.21rs CURB SERIES a3,/yf"lal'.Y :;Eva 7,' -i - ' 13,u�"NCY 8« _' $ 7t 19,r,q:1r ranr; .,>-a N.T.S. � �i-2Q-16 1'�,�:tH.r ran�t.,rq + ` �I N.T.Q. 6-20-16 N H W C' Z JOE TOPH. FL.,REG, AR10095 DATE: 120/2019 DRWN: CHKD: SCALE: SHEET NUMBER A=18 VAz hills SHELL 12/23/2019 4:27:43 PM UPDATED 11/24/2019 STEP 1 STEP 2. STEP 3. NOTE: 1. APPLY EVERGUAR CUT EDGE CUT REINF( (REFER TO DETAIL 115,1 2.25 YEAR 1 USE EXT RE 1 M " (5.35 mm) EX PAN 81 ON SPACE USE 2" (52 mm) FOIL TAPE OR DUCT TAPE AS BOND BREAKER EVERGUARCP COATED METAL DRIP EDGE 24 GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TECT" FASTENERS' P12' (305 rnm) O.C. WOOD NAILER; 5A" (31.B mm) x 4" (102 mm) MIN. SECURED TO DECK EXTEND MIN 2" (52 mm) REINFORCED EVERGUAR P MEMBRANE ENERGYGUARDTM ROOF INSULATION ROOF DECKISUBSTRATE HEFT -WELDED LAP 5" (152 mm)'WIDE UN 55 M EM BRANE OR UNREINFORCED PVC M EM BRAN E B" (203 mm) WIDE EVERGUARDO FLASHING STRIP OR f" (152 mm) WIDE EVERGUARD°PVC STRIP HEAT WELDED HEAT -WELDED LAP :9AW %o k T•18 MAI L APP TIE$ TO ?.112'241 3ys,z 1 tcs arfl +�204 ROOF EDL;E SERIES BOATED METAL JOINT DETAIL 'A2�1d14;3 YA..34:1da a'Y§,211�s 3e' 7:tI•ICY'iI 3.^�x1•, 'Otnjp unv 1'ai�nallr call;.,: -a N.T.S.: 6-20-16 CLEAN METAL AND MEMBRANE WITH EVERGUARCPTPO SEAM CLEANER AND LET DRY. EVERGUARD' TPO COVER TAPE HEAT -WELD STRIP -S" (152 mm) END LAP. DO NOT OVERLAP ENDS 4" (102 mm) MIN WIDTH STRIP OF EVERGUARDOTPO DETAILING MEMBRANE ENERGY GUARa" ROOF INSULATI ON ROOF DECK3SUBSTRATE WOOD NAILER, 5A" (31.5 mm) x 4" (102 mm) MINIMUM SECURED TO SUBSTRATE NOTE:. 1. EVERGUARDO TPO COVER TAPE HEATWELD STRI P ONLY TO BE USED WITH TPO MEMBRANE SYSTEMS ONLY. 2. PRIME THE METAL ONLY WITH EVERGUARD TPO PRIMER. DO NOT SPILL PRIMER ON WELDED SEAM AREA. 3. HEAT WELD THE MEMBRANE (NON -ADHESIVE SIDE ONLY)TO MEMBRANE AREA USING EITHER A ROBOTIC OR HAND WELDER TO SPEC. 4. REFER TO DETAIL 218 FOR EVERGUARD° COVER TAPE HEATWELD ROOF EDGE INSTALLATION. 5. FOR INSULATION THICKNESS GREATER THAN B' (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 5. APPLY EVERGUARDOTPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD' DETAIL 115). 0 Guard, =SAY! %c A `i�nt�. COVER TAPE HEATWELD STRIP 7•18 DETAIL AFF LIE$ TO .'V1d'241, Hsu.'1is; SL:RI'ItlY[/3}sect ROOF EDGE SERIES END JOINT AT ROOF EDGE DETAIL � 1d1.3 J.4.3 12L3yi211s 15,a,�: �r: ra14::lra rA N.T.S. 66 20-16 'i k A. ' Af •� a ,i,� • STONDPAVER BALLAST - EVERGUARD'POLY CUSHIONING LAYER REINFORCED EVERGUAREf MEMBRANE CONCRETE PAVER EVERGUARD°POLY CUSHIONING LAYER (IF BALLAST ROCK IS RE -USED) REINFORCED EVERGUARCP MEMBRANE STONDPAVER BALLAST ENERGYGUARd" ROOF INSULATION ROOF DECK; SUBSTRATE NOTE: 1. REMEMBER DO NOT CROSS SEAMS WITH CONCRETE PAVER OR EVERGUARD° POLY CUSHIONING SHEET 2. WARANTY INSPECTION TO BE MADE BEFORE BALLAST IS BROADCAST AROUND ROOF. ID ...••.. uar 3==L'•_ C4431TJCTIOV _iWzp , L a 603 PAVER WALKWAY INSTALLATION DETAIL 7'18 D_TAI L A--U _$ TO Ballasted stein r w-w4;jai Co•n tar,a:f.: rall:ara N.T.S. ;_ 5-2-6-16 EVERGUARCP TPO COVERTAPE METAL DRIP EDGE WITH HEMMED EDGE EVERGUARD' TPO PRIMER GALV. ANGULAR SHANK ROOFING NAILS 4" (102 mm) O.C. STAGGERED OR DRILL-TEC'" SCREWS 12" (305 mm) O.C. SHEET METAL GUTTER BY OTHERS ANGULAR ROOFING NAILS 12" (305 mm) O.C. REINFORCED EVERGUARDO MEMBRANE (PERIMETER SHEET IF REQUIRED) F DECKJSUBSTRATE UARD'" ROOF INSULATION WOOD NAILER, 54" (31.8 mm) x 4 " (102 mm) MIN SECURED TO SUBSTRATE N OTE 1. CLEAN METAL AND MEMBRANE WITH EVERGUARDOTPO SEAM CLEANER AND ALLOW TO DRY BEFORE PRIMING. 2. EVERGUARDOTPO COVER TAPE ONLY TO BE USED NTH TPO MEMBRANE SYSTEMS. 3. FOR INSULATION THI CKNESS GREATER THAN B'° (203 mm): A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 4. APPLY EVERGUARDOTPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD' DETAIL 115). AYt .a Ar Til$r}EVI L APPLIES TO p/j 114114Mj fllTls Guard COVER TAPE AT GUTTER EDGE Sysi NM N 214 6isat�Ilank.:ullyALkldmad R00FEDC SERIES DETAIL ySLTdITIS SeIL - Adhered S;stama ' 45ng•q L11:M 711ali:ar: call::lra N.T.S. 6-20-16 � REINFORCED EVERGUARCP MEMBRANE UNREINFORCED PREFASRIICATED EVERGUARI T-JOINT COVER PATCH OR FIELD -FABRICATED UNREINFORCED TJ NT PATCI 4" (102 mun) MIN. IN DIAMETER EVERGUARCP TPO CUT EDGE. SEALANT FOR E1V'ERGUARLP FREEDOM' TIRO MEMBRANE, MEMBRANE t SURFACE MUST RE PRIMED WITH ` EVERGUARDO TPO PRIMER (;SEE. NOTE 3) Ile APPLY SECOND T-JOINT COVER PATCH OVER. ADJACENT HEAT -WELDED LAP 10*1 TRIM EDGE OF OVERLYING MOTE. SHEET FOR EASY INSTALL. OF TJOINT (NOT REOUIRED) 1. FOR INSULATION H KNE'SS GREATER THAN 8- ( 3 mm, ). A HARD BOARD IS IRE , IRFD ON MECHANICAL SYSTEMS ONLY. 2. T,JIOINT IS TO BE USED FOR 60, 70 & 80 MIL TPO AND 80 MIL PVC ONLY, A PPLY EVERGUARD* TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EKES (REFER TO EVERGUARD* DETAIL 115�, ... LOeA.e4w_" Eggs. MyAk AVOLIEA 1d3- IA:�T ;'r,w« .�. - a- - � 1 6A T- OINT COVER PATCH DETAIL I ���y1I�xMSt FIELD OF ROOF3da . s�k t � dlsua�re� st s, 3aa; SERIES T-1p>a ayvw, % N.T.S. FOB 60 THR Ala T� n�h F MEMBRANES ES �?N Y -16 24-GAUGE CONTINUOUS HOOK STRI P SECURED WITH DRILL-TEC"' FASTENERS P 12" (305 mm) O.C. EVERGUARD COATED METAL EDGE RING SHANK GALVANIZED NAIL c3 4" TM (102 mm) O.C. STAGGERED OR DRILL-TEC SCREWS 12" (305 mm) O. C. 2" (52 mm) MINIMUM FROM OUTSIDE EDGE OF METAL. HEAT -WELDED LAP WOOD NAILER. 514" (31.8 mm) x4" (102 mm) MIN. SECURED TO DECK B" (203 mm)WIDE EVERGUARD" FLASHING STRIP HEAT -WELDED ENERGYGUARD''ROOF INSULATION ROOF DECK,SUBSTRATE .NOTE: 1. FOR INSULATION THICKNESS GREATER THAN BA (203 mm): A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 2. 25-YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 3. APPLY EVERGUARCP TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDO DETAIL 115). - - --, :+FYY%aA T-11$6ETAILAWLI88 TO i. .4]Ile '2 1Fs red' 0 A COATED METAL ROOF EDGE DETAIL T -%�5 2SAA,18 ROOF EDGE SERIES :raalal a Y.4. 3L1219Y81fs 1'+.•ia::.r; ra11;:1�1 N.T.S. 43-20A6 nrrCRENCE EVERGUAREP 300 IES PARAPET WALL & CURB THING DETAILS FOR WALL MI NATION NOTE 1 ALTERNATE ;GUARD' MEMBRANE -WELDED SEAMS (OR OSEAM IF APPLICABLE) t�l -:RENCE EVERGUARDP200 NOTE: SERIES ROOF EDGE FLASHING DETAILS FOR EDGE TERMINATION 1. SEE EVERGUARD° SYSTEM GUIDELINES IN APPROPRIATE MINI MANUAL TO DETERMINE PERIMETER AND PENETRATION FASTENER SPACING FOR VARIOUS DECK TYPES AND WIND UPLIFT REQUIREMENTS. 2. FOR INSULATION THICKNESS GREATERTHAN B'° (203 mm), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. _} ;jL7r %C A T-118 DETA1 LAPPLIE$ TO m 1 O1 B ROOF MEMBRANE LAYOUT DETAIL Lj;: Wslid Syy8Lt11T S RhirlaBondSiam FlELL7+'OF ROOF SeII- Adhered Systems SERIES IySLUITIS I I Alp.' R8. myT1e, Nj $r�__ N.T.S. • a %:�A-_ &20-16 074 70 20 YEAR MAX WARRANTY PEEL-N-STICK ADHESIVE CLEAN AND PRIME METAL WITH EVERGUj TPO PRIMER AND LET DRY HEAT -WELDED END LAP 24 GAUGE CONTINUOUS HOOK STRIP SECURED WITH DRILL-TEC " FASTENERS ( 12" O.C. (305 mm) -EVERGUARD 0TPO COVER TAPE HEAT -WELD ST R I P HEAT -WELD EDGE EVERGUARDPCUT EDGE SEALANT REINFORCED EVERGUARD' MEMBRANE (PERIMETER SHEET IF REQUIRED) �" ENERGYGUARDTM ROOF INSULATION _- ROOF DECK;SUBSTRATE WOOD NAILER. 514" X 4" MIN SECURED TO SUBSTRATE NOTE: 1. EVERGUARDIDTPO COVER TAPE HEAT -WELD ONLYTO BE USED WITH EVERGUARDOTPO MEMBRANE 2.25-YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES. 3. PRIMETHE METAL ONLY WITH EVERGUARDO TPO PRIMER. DO NOT SPILL PRIMER ON WELDED SEAM AREA. 4. HEAT -WELD THE MEMBRANE (NON -ADHESIVE SIDE ONLY) TO MEMBRANE AREA USING EITHER A ROBOTIC OR HAND WELDER TO, SPEC. 5. FOR INSULATION THICKNESS GREATER THAN B'° (203 mm), A HARD BOARD IS REQUIRED ON MECHANICALLY FASTENED SYSTEMS ONLY. 5. APPLY EVERGUARD0TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD ODETAIL 115). :APIP %a A ..:v,:•_.! . rct218 ROOF EDGE SERIES Pr E 4TIN Lil'r.,l r111.,w; tLIUx-a N.T.S. 7118aETAILAPPLIE$ TO PO COVER TAPE HEAT -WELD STRIP idll41i41d 5`ySI4Ilus OVERLAP AT ROOF EDGE DETAIL �...., ..: u U 0 /tampa 11RBANoRDER tampa, Inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANORDER.tam a, inc. These plats are copyrighted and are subject to wpydght protection as an "archita�Wral wank' under section 102 of the copyrot act 17 u.s.c. as amended December 1990 and knoen as architectural works copyright protection act of 1990. The protection includes but B not bmhed to the Overall fonn as well as anangement and composition of Spaces and elements of the design. under such protaction, unaulhodwd use of these plans, work or home represented, can legally result in the cessation of co"shction or builangs being seized andlor monetary oan4ensa6on toURBANoRDFF/mmpa inc., Florida registration 0260024M ISSUE DATE 05/15/2019 REVISIONS N co M U-0 0 > Z m _o U7 Q CID vi > LIJ L C Q N W Z 0 0 JOE TOPH. FL.,REG. AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: SHEET NUMBER hies A 19 1 1 a "ETCH BY OTHERS .CKER ROD 50DA LARGER THAN i ,NE MUST BE ON THREE = HATCH OPENING � RDA' ADHESIVE (OPTIONAL .CED EVERGUARD(' NE CTM PLATES & SCREWS 12" O.C. (6" [152 rnrn} O.C. FOR ED SYSTEMS} :LDED LAP Y PAD REQ. AT ROOF ACCESS 3UARD' ROOF INSULATION CK,SUBSTRATE NOTE: 1. FOR INSU LATION THICKNESS GREATER THAN 8- (20 mm). A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 2. IF EVERGUAREP FREEDOM" MEMBRANE IS USED. BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 3. FOR SELF -ADHERED RAPIDSEAM" TECHNOLOGY SYSTEMS. SEE EVERGUARDo DETAIL 3M FOR LAP APPLICATION. 4. APPLY EVERGUARDO TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDO DETAIL 115). 3;AWt aA 7i13DETAI L APP IIM TO rd 50 ROOF HATCH DETAIL ALL SYSTEMS ROOF PENETRATION SERIES -. N.T.S. mot' $ O`.:F = 6-21-16 ALTERNATE INSTALLATION SEE NOTE 42 NOTE: EVERGUARDPPREMOLDED VENT BOOT TARGET MADE FROM EVERGUARD°'TPO MEMBRANE STAINLESS STEEL CLAMP FLEXSEA� CAULK GRADE SEALANT EVERGUARDWATER BLOCK OR FLEXSEAL!CAULK GRADE SEALANT EVERGUARD°PREMOLDED VENT BOOT DRILL-TEePLATES & SCREWS 4 PER PENETRATION HEAT -WELDED LAP REINFORCED EVERGUARDP MEMBRANE Tw ENERGYGUARD ROOF INSULATION ROOF DECKISUBSTRATE 1. DO NOT CUT SIDE OF PREMOLDED BOOT. IT MUST BE PULLED OVER VENT PIPE. 2. IF THE PLATES AND FASTENERS INTRUDE INTO BOOT FLANGE AREA: THEN A TARGET MUST FIRST BE INSTALLED OVER PLATES AND FASTENERS BEFOREBOOT INSTALLATION. 3. FOR INSULATION THICKNESS GREATERTHAN BR (203 ruin), A HARD BOARD IS REQUIRED ON MECHANICAL SYSTEMS ONLY. 4.25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 5. APPLY EVERGUARD' TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARD DETAIL 115). lYt ` a A 7i8 DETAJ L APP UE8 TO ,,.C_ani u PREPJIOLDED VENT BOOT RO 0 F P E NETRATI 0 N FLASHING DETAIL ALL SYSTEMS SERIES evrov 49aiWTI ,. a• $ A •. _l •a3nq:n Ursa B-rR _ N.T.S. $-21-16 x 6" (6 mmX 152 mm) 3 SCREW ST ALUMINUM ALLOY R.AINER DOME 102 rrtm}TPO COATED TAL WELDABLE FLANGE J 2" (51 rnm) HEAT WELD LAP ILL-TECTM FASTENER 4.4 PER DRAIN NFORCED EVERGUARDO D MEMBRANE RGYGUARDTM ROOF ULATION OF DECWSUBSTRATE STING DRAIN PIPE _AIN SEAL NOTE: 1. EXISTING DRAIN PIPE SHALL BE CLEAN OF ALL DEBRISTHE LENGTH OF THETUBETO ENSURE PROPER SEAL. 2. EVERGUARDO PRE FABRICATED DRAIN CAN ONLYTO BE USED AS A RETROFIT DRAIN. 3. REFERTO PRODUCT APPLICATION INSTRUCTION FOR DRAIN PIPE SECUREMENT. 4. APPLY EVERGUARD TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFERTO EVERGUARD° DETAIL 115). Iff] Wte `.C, k T-118 DETAI LAPPLIES TO Guar! DRAIN - EVEROUARD TPO ...,..,__.........�. 51 BOATED DRAIN DETAIL ALL SYSTEMS ROOF PENETRATION SERIES 1361 Alps Rd. 8CF_F-E Wayne, NJ N.T.S. 6-21-16 07470 STRAINER DOME STRAINER RING TPO FLANGE SEAL TO INSERT INSERT FLANGE DRILL-TECTM FASTENER MIN. 4 PER DRAIN UNREINFORCED EVERGUARD TPO MEMBRANE DRAIN FLANGE HEAT WELD LAP REINFORCED EVERGUARDO TPO MEMBRANE ENERGYGUARDTM ROOF INSULATION WOOD NAILER, 5A" X 4" MIN. ROOF DECKJSUBSTRATE EXISTING DRAIN EXPANDING TAPE SEAL NOTE: 1. STONE,'PAVER BALLAST (NOT SHOWN) REQUIRED FOR BA SYSTEMS. 2. DRAIN PIPE SHALL BE CLEANED SO THAT EXPANDING TAPE SEAL CAN SEAT COMPLETELY AGAINST DRAIN PIPEAFTER RELEASE PAPER HAS BEEN REMOVED. 3. EVERGUARD TPO DRAIN CAN ALSO BE USED AS A RETROFIT DRAIN. 4. APPLY EVERGUARe TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES ( REFER TO DETAIL MAIFA1BA 115 }. ff v w uary DRAIN - PREFABRICATED TPO DRAIN ' f ITH FLANGE l, r 521 MA/FA/BA '-•��-�`f �, <rm POOFPENETRA710N SERIES - TPO ONLY N.T.S. 11-01-09 ROOF PROJECTION ROOF PROJECTION ALTERNATE INSTALLATION EVERGUARCP SQUARE TUBE WRAP EVERGUARD°PREMOLDED SEALANT POCKET , TARGET MADE FROM PRIME I NSI DE OF TPO SEALANT EVERGUARD° MEMBRANE POCKET -PENETRATION CONTINUOUS PENETRATION EVERGUARDOAPPROVED SEALANTS EXISTING EVERGUARCP SQUARE TUBE WRAP EVERGUARD PREMQLDED SPLIT PIPE BOOT QUICK SET NON-SHRI NK GROUT IN POCKET UNDER SEALANT !�€�C��*�ION CAULK GRADE :. - -_ FLEXSEALTM CAULK GRADE SEALANT LTM FLEXSEACAULK GRADE SEALANT HEAT WELD FLANGE MIN. - METAL BAND EVERGUARD° WATER -BLACK OR 2" 52 mm) HEAT -WELDED LAP p Tp� TER _- _ _._ SEE NOTE ,�1 .- EVERGUARCfi� WATER -BLACK OR FLEXSEAL� UNDER METAL BAND HELD .E FLEXSEA17 UNDER METAL BAND HEAT WELDED LAP _ . WMCILiIED PIPE PIECES OF EVERGUARDWALKWAY PAD _. _. pp DEITIVF(IRCED SEE NOTE #1 EVERGUARD REINFORCED MEMBRANE EVERGUARD MEMBRANE DRILL-TEe PLAT ES & SCREWS 4 PER STACK CONCEALED UNDER FLANGE HEAT -WELDED LAP AROUND PERIMETER OF .. : VERGUARDOTPO SQUARE TUBE WRAP E U '- REINFORCED EVERGUARD° MEMBRANE ENERGYGUARDTMROOF INSULATION :. ROOF DECPGSUBSTRATE EVERGUARD REINFORCED MEMBRANE ENERGYGUARDTM ROOF ENERGYGUARDTMROQF INSULATIQN INSULATION ROOF DECK;SUBSTRATE NOTE: NOTE: ROOF DECKJSUBSTRATE ENERGYGUARCi" 1. FOUR DRILL-TECTM PLATES & SCREWSAROUND PENETRATION 1. ALLOW 2" (52 mm) CLEARANCE AROUND THE PROJECTION. IF MULTIPLE PROJECTIONS, ALLOW 1" (25.4 mm) ROOF INSULATION NOTE:' BETWEEN PROJECTION AND POCKET. ROOF2. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET. THEN A TARGET 2. THE EXISTI NG PROJECTION MUST BE CLEAN OF ALL DEBRI S BEFORE INSTALLATION. DECK/SUBSTRATE 1. IF A TIGHTER FIT I S REQU IRED AT THE TOP OF THE WRAP. INSERT SLIVERS OF WALKWAY PAD MUST BE ADDED FIRST TO COVER FASTENERS. 3. FOUR DRILL-TEC'" PLATES & SCREWS AROUND PENETRATION BETWEEN THE BAND AND THE MEMBRANE ON ALL FOUR SIDES. 3. 25YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 4. EVERGUARD POURABLE SEALER POCKET MUST BE PRIMED WITH EVERGUARDOTPO PRIMER � 2. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET. THEN A TARGET 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES 5. IF SEALANT POCKET MUST BE CUT: STRIP IN CUT WITH UNREINFORCED TPO STRIP MIN 4" (102 mm) 1. FOUR DRILL-TECw PLATES & SCREWS AROUND PENETRATION MUST BE ADDED FIRST TO COVER FASTENERS. (REFERTO EVERGUARDO DETAIL 115). WI DE AND RUN OUT ONTO DECK SHEET MINIMUM 2" (52 mm). 3.25YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 6. 25YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 2. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET. THEN A TARGET MUST BE 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES 7. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA, OF THE POCKET. THEN ATARGET ADDED FIRSTTOCOVER FASTENERS. (REFERTO EVERGUARD" DETAIL 115). MUST BE ADDED FIRST TO COVER FASTENERS. 3. THIS PRODUCT IS AVAILABLE IN CUSTOM SIZES. VISIT GAF.COM FOR MORE INFORMATION , Guam :41-W%aA 4 7i3 DETAIL APPLIES TO SPLIT PIPE BOOT DETAIL ALL SYSTEMS 0 - „ Guard _,fYt ale _-.... --.._.--. POURABLE SEALER POCKET DETAIL 111S DETAI LAPPLES TO ALL SYSTEMS - ; &' SPLIT CONICAL PIPE BOOT ;Z•:Yil\6 t' S sisT.'A -�SYSTEMS- _-qA7t`Ck ppo 5 7 SQUARE TUBE WRAP DETAIL 7-1IS DETAIL APPLIES TO ALL SYSTEMS ROOF PENETRATION ROOF PENETRATION ROOF PENETRATION SERIES SERIES clr.Ical con. SERIES = 3 '.__ S _: i_1 3 �.. _ t:.r„nYtcti le..I4r.r: r4rr;.,:,4 N.T.S. +mot'$ 7: ='f c 7POONLY 6-22-16 I I I �yJ{,f?7T1 ,cur., 1!. q.ar, rar,:rr,4 BC.f-� N.T.S. TPA ONLY +mot' $ 7`. :•A�3 6-22-16 , 1331:,�` �a. ' :a�••c.Y.07c7t7 PVC; ONLY N.T.S. B-3-16 %I.V.' i!{.WTt $«-- a3r.4anVrt., la..la,..: r4�r:.,:a N.T,S. eez a % �•f� 2-16 U 0 /tampa URBANoRDER.tampa, inc. 5006 south elbemn street 33611 813.832.5557 na2002"O URBANoRDER.tampa, inc. These plans are copyrighted and are subject to mpyrot protection as an •erchitecWal work under section 102 of the copyright acL 17 us . amended December 1990 and ktwwn as artliltectural works mpynghl pmlectlon act of 1990. The protection induces but is not limited to the mmll fond as well as anangement and mmposiliai of spaces and elements of the design. undersuch protection, unauOwnwd use of these plans, workor home represented, camlegalty result m the mssa"' of con mxhdn a bultlings being sexed and/or monetary m sdem atim to JRBM.RDMAampe inc., l7bnda registralidn AA26002460. ISSUE DATE 05/15/2019 REVISIONS U co C) zm o U Q cB U) W L i CL W LL . O O JOE TOPH. FL.,REG. AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: SHEET NUMBER A=20 hills SHELL UPDATED 11/24/2019 7d a "'ETCH BY OTHERS :CKER ROD 509A LARGERTHAN I ,NE MUST BE ON THREE HATCH OPENING NRD* AD ESI VE (OPTIONAL) CED EVERGUARD' NE C PLATES & SCREWS 12" O.C. (6" (152 mml O.C. FOR ED SYSTEMS) Y PAD REQ. AT ROOF ACCESS 3UARe ROOF INSULATION f,ti ,f �CKiSUBSTRATE NOTE: 1. FOR INSU LATION THICKNESS GREATER THAN S- (20 mm). A HARD BOARD IS REQUIRED ON MECHAN ICAL SYSTEMS ONLY. 2. IF EVERGUARD FREEDOM" MEMBRANE IS USED. BONDING ADHESIVE IS NOT NEEDED AND WALL MUST BE PRIMED. 3. FOR SELF -ADHERED RAPIDSEAM" TECHNOLOGY SYSTEMS. SEE EVERGUARDo DETAIL 330 FOR LAP APPLICATION. 4. APPLY EVERGUARD TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFERTO EVERGUARDo DETAIL 115). 7 18DETAJ L APP UE8 T4 G'jard 505 ROOF HATCH DETAIL ALL SYSTEMS ROOF PENETRATION SERIES INUOUS PENETRATION _VERGUARDPREMOLDED SPLIT PIPE BOOT FLEXSEAL'" CAULK GRADE SEALANT EVERGUARCP WATER -BLOCK OR FLEXSEAL" UNDER METAL BAND TEAT WELDED LAP EVERGUARCIP REINFORCED MEMBRANE .GYGUAReROOF INSULATION DECKISUBSTRATE NOTE: 1. FOUR DRILL-TEC'..PLATES& SCREWSAROUND PENETRATION 2. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET; THEN ATARGET MUST BE ADDED FIRST TO COVER FASTENERS. 3. 25YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 4. APPLY EVERGUARDO TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFERTO EVERGUARDO DETAIL 115). ,� _�AYr •.a:k __.-.. _ 7i9 MAIL AM UEa TO • r 524 SPLIT PIPE BOOT DETAIL ALL SYSTEMS ROOF PENETRATION SERIES 'Mrpol r1r1;.' V' 1'as�gaur ;.,:-,, N.T.S. TPO ONLY +6-22-16 ALTERNATE INSTALLATION SEE NOTE 42 NOTE: EVERGUARD°PREMOLDED VENT BOOT TARGET MADE FROM EVERGUARCP TPO MEMBRANE STAINLESS STEEL CLAMP VENT STACK FLEXSEAi! CAULK GRADE SEALANT EVERGUAREPWATER BLOCK OR FLEXSEAtCAULK GRADE SEALANT EVERGUARDPREMOLDED VENT BOOT DRILL-TEe PLATES & SCREWS 4 PER PENETRATION HEAT WELDED LAP REINFORCED EVERGUAREP MEMBRANE TM ENERGYGUARD ROOF INSULATION ROOF DECKISUBSTRATE 1. DO NOT CUT SIDE OF PREMOLDED BOOT. IT MUST BE PULLED OVER VENT PIPE. 2. IF THE PLATES AND FASTENERS INTRUDE INTO BOOT FLANGE AREA; THEN A TARGET MUST FIRST BE INSTALLED OVER PLATES AND FASTENERS BEFORE BOOT INSTALLATION. 3. FOR I NSULATION THI CKNESS GREATER THAN B'° (203 mm), A HARD BOARD IS REQUI RED ON MECHANICAL SYSTEMS ONLY, 4.25 YEAR GUARANTEES AND ABOVE MUST USE EXTREME ACCESSORIES 5. APPLY EVERGUARCP TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDO DETAIL 115). r•+)LsverGivard PREMOLDED VENT BOOT ALL SYSTEMS ROOF PENETRATION FLASHING DETAIL SERIES r.•R•/•{�ai.cn� 8GR =.. +_t'B A.=•L-5 • a3ngap Urtn 15•>l:I�r: n,r:.,:� N.T.S. 6-21-16 ROOF PROJECTION EVERGUARD' PREMOLDED SEALANT POCKET PRIME INSIDE OF TPO SEALANT POCKET EVERGUARDu APPROVED SEALANTS QUICK SET NON -SHRINK GROUT IN POCKET UNDER SEALANT HEAT WELD FLANGE MIN. 2" (52 mm) ate-ENERGYGUARD' ROOF INSULATION NOTE' ROOF DECKiSUBSTRATE 1. ALLOW 2" (52 mm) CLEARANCE AROUND THE PROJECTION. IF MULTIPLE PROJECTIONS: ALLOW 1" (25.4 mm) BETWEEN PROJECTION AND POCKET. 2. THEEXISTING PROJECTION MUST BE CLEAN OF ALL DEBRIS BEFORE INSTALLATION. 3. FOUR DRI LL-TEe PLATES & SCREWS AROUND PENETRATION 4. EVERGUARDIP POURABLE SEALER POCKET MUST BE PRIMED WITH EVERGUARD*TPO PRIMER. 5. IF SEALANT POCKET M UST BE CUT, STRIP I N CUT WITH UNREINFORCED TPO STRIP MI N 4" (102 mm) WIDEAND RUN OUT ONTO DECK SHEET MINIMUM 2" (52 mm). 6. 25YEAR GUARANTEES ANDABOVE MUST USE EXTREME ACCESSORIES 7, IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET; THEN A TARGET MUST BE ADDED FIRST TO COVER FASTENERS. --Pll%QA: _ T-Ha DETAILAPPUESTO �•� a 525 POURABLE SEALER POCKET DETAIL ALL SYSTEMS ROOF PENETRATION SERIES 7`. -A - aMlll:'nu M TPO ONLY 6-�2-16 I,nlrfi.»rg rV-V1:A N.T.S. "A"�"(rnmX152mm) SCREW r ALUMINUM ALLOY 41NER DOME 02 mm)TPO COATED AL WELDABLE FLANGE 2" (51 mm) HEAT WELD LAP L--TEC'" FASTENER 4 PER DRAIN FORCED EVERGUARDO MEMBRANE 2GYG UA RD'' ROO F LATION F DECKISUBSTRATE TING DRAINPIPE s,lg[l13:1� NOTE: 1. EXISTING DRAIN PIPE SHALL BE CLEAN OF ALL DEBRISTHE LENGTH OF THETUBETO ENSURE PROPER SEAL. 2. EVERGUARD° PRE FABRICATED DRAIN CAN ONLY TO BE USED AS A RETROFIT DRAIN. 3. REFERTO PRODUCT APPLICATION INSTRUCTION FOR DRAIN PIPE SECUREMENT. 4. APPLY EVERGUARD TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFER TO EVERGUARDO DETAIL 115). _•+F'fr :a 4 THI8 DETAI LAPPUES 70 41111111111 DRAIN - EVERGUARD TPO j ..•,..Guard 514 ALL SYSTEMS ROOF PENETRATION COATED DRAIN DETAIL SERIES 1361 Alps Rd_ +_e 8aa. _> 47�471i -_ w© N # N.T.S. 6-21-16 i EXISTING ��KAfION CAULK GRACE 2t�%A1 ) HEAT -WELDED LAP HI"Ef17 ETER MOLDED PIPE BRO INFORCED EVERGUARD MEMBRANE ENEPGYGUAPd" ROOF INSULATION ROOF DECK/SUBSTRATE NO 1. FOUR DRILL-TECw PLATES & SCREWS AROUND PENETRATION 2. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET. THEN A TARGET MUST BE ADDED FIRST TO COVER FASTENERS. 3. THIS PRODUCT IE AVAILABLE IN CUSTOM SIZES, VISIT GAF.COM FOR MORE INFORMATION 2 + *w_QL1wd§ SPLIT CONICAL PIPE BOOT 56B ALL SYSTEMS Cot., SC111- 1931 :, 3d. PVC ONLY N.T.S. B-3-16 'P v-le. 4, 07e M STRAINER DOME STRAINER RING TPO FLANGE SEAL TO INSERT INSERT FLANGE DRILL-TEC'" FASTENER MIN. 4 PER DRAIN UNREINFORCED EVERGUARD TPO MEMBRANE DRAIN FLANGE HEAT WELD LAP REINFORCED EVERGUARDO TPO MEMBRANE ENERGYGUARD'" ROOF INSULATION WOOD NAILER, 54" X 4" MIN. ROOF DECKiSUBSTRATE EXISTING DRAIN EXPANDING TAPE SEAL NOTE: 1. ST0NEiPAVER BALLAST (NOT SHOWN) REQUI RED FOR BA SYSTEM S. 2. DRAIN PIPE SHALL BE CLEANED SO THAT EXPANDING TAPE SEAL CAN SEAT COMPLETELY AGAINST DRAIN PI PE AFTER RELEASE PAPER HAS BEEN REMOVED. 3. EVERGUARD TPO DRAIN CAN ALSO BE USED AS A RETROFIT DRAIN. 4. APPLY EVERGUARD TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFERTO DETAIL MA;FAiBA 115). ff DRAIN - PREFABRICATED TPO DRAIN V�/ ITH FLANGE 5 1 Sir: '-AIN MA/ FA/BA ra: tt•. 0•111.5 r-�ti"u,t «r - ROOF PENETRATION SERIES - --_ TPO ONLY - '__ N.T.S. ,33 _• =•,13 �. • _ 11-01-09 ALTERNATE INSTALLATION SEE NOTE 41 NOTE: EVERGUARD SQUARE TUBE WRAP TARGET MADE FROM EVERGUARD'D MEMBRANE -PENETRATION -EVERGUARCPSQUARETUBE WRAP FLEXSEAL'" CAULK GRADE SEALANT METAL BAND EVERGUARD' WATER -BLOCK OR FLEXSEA[7 UNDER M ETAL BAND PIECES OF EVERGUARDOWALKWAY PAD SEE NOTE #1 DRILL-TEe PLAT ES & SCREWS 4 PER STACK CONCEALED UNDER FLANGE HEAT -WELDED LAPAROUND PERIMETER OF EVERGUARDoTPO SQUARE TUBE WRAP REINFORCED EVERGUARD° MEMBRANE ENERGYGUARD'"ROOF INSULATION ROOF DECKISUBSTRATE 1. IF A TIGHTER FIT I S REQU IRED AT THE TOP OF THE WRAP. INSERT SLIVERS OF WALKWAY PAD BETWEEN THE BAND AND THE MEMBRANE ON ALL FOUR SIDES. 2. IF PLATES AND FASTENERS ENCROACH INTO THE SEAM AREA OF THE POCKET: THEN A TARGET MUST BE ADDED FIRST TO COVER FASTENERS. 3. 25YEAR GUARANTEES ANDABOVE MUST USE EXTREME ACCESSORIES 4. APPLY EVERGUARD° TPO CUT EDGE SEALANT TO ALL CUT REINFORCED TPO EDGES (REFERTO EVERGUARD'° DETAIL 115). �f'fl %0 k - THI8 DETAIL APPLIES TO •. SQUARE TUBE 1RAP DETAIL ALL SYSTEMS ROOF PENETRATION SERIES '!!ilt.•Cj:i{{If]T BC.,R _'e .5 i•$ a7..•A-_ _ w�14rr: r4.r ra;-A U 0 /tampa URBANoRDER.tampa, Inc. SWIS south elberon street 33611 813.832.5557 aa2002460 URBANoRDER.t __ inc. These plans are copyrighted and are subject to copyright protection as an 'architectural worK under section 102 of Die copyright act V us.o. as amended December 19W and known as an ftimolural works copyright protection act of 1990. Ths protection includes but is not limited to the overall forte as well as arrangement and canpoalbon of spaces and elements of the design. under such protection, unauthorized use of these plans, work or home represented, can legally result in the cessation of consbuction or buildings being sebed andlor monetary cons ensation to URBANoRDERltampa inc., Florida ragsUation AA26002460. ISSUE DATE 05/15/2019 REVISIONS N LO co co U � � Z (D o � � U Q ca v) >i..u� a C_ W N JOE TOPH. FL,,REG. AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: SHEET NUMBER UPDATED 11/24/2019 U0 /tampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANoRDER.tam These plans are copyrighted and are subject to copyright protection as an "arclutecluml work under section 102 of the copydght acL 17 us.o, as amended Dacembar 1990 and known as architectural wanks copyright pmtsclbn act of 1990. The protection includes but is not limited to line overall form as well as arrangement and compoeillon of spaces and elements of the design. under such protection, unau0wrized use of these plans, work or home represented, can legally result in the rassation of constiuc0on or buildings being seized and/or monetary compansafion to URBMoRDFR/tampa inc., Florida registration AA26002460. ISSUE DATE 05/15/2019 REVISIONS L CV d' LO CM CM U_ - > Z m -a _O U Q ca v� w 0- aD N JOE TOPH. FL.,REG, AR10095 DATE: 12/23/2019 DRWN: CHKD: SCALE: SHEET NUMBER SCALE Nil -IAII A=22 4z hills SHELL 12/23/2019 4:27:44 PM UPDATED 11/24/2019 Cross Section 12 Camera 3 U0 /tampa URBANoRDER.tampa, inc. 5006 south elberon street 33611 813.832.5557 aa2002460 URBANORDER.tam a, inc. These pure are copyrighted and are subject to copyright protection as ae'archit d ral wadi under section 102 of the wpyright act. 17 u.s.o. as amended December 1990 and known as architectural works copynght protection act of 1990. The protection includes but is -limited to the werali form as well as ananoment and composition of spaces and elements of the design. under such protection, unauthorized use of haea plans, work or home represented, can legalty result in the cessation of construction or buiMings being seized MI., monetary compensadon to URBANoRDEFt/tompa Inc., Ftorida registrationAA26002460. ISSUE DATE 05/15/2019 REVISIONS 0 N d' M M U -0 zm o � � U Q cB v� w L Q N cn w JOE TOPH. FL.,REG. AR10095 DATE: 12123/2019 DRWN: CHKD: SCALE: SHEETNUMBER A=23 1 i 2 I E! 61 E C-00 COVER C-01 GENERAL NOTES C-02 GENERAL NOTES C-03 EXISTING CONDITIONS C-04 DEMOLITION PLAN C-05 SWPP C-06 SWPPP DETAILS C-07 OVERALL SITE PLAN C-08 SITE PLAN C-09 SITE PLAN C-10 SITE PLAN C-11 PAVING, GRADING AND DRAINAGE D C-12 PAVING, GRADING AND DRAINAGE C-13 PAVING, GRADING AND DRAINAGE C-14 UTILITY PLAN C-15 UTILITY PLAN C-16 UTILITY PLAN C-17 GENERAL DETAILS C-18 PAVING, GRADING AND DRAINAGE DETAILS C-18A PAVING, GRADING AND DRAINAGE DETAILS C-19 CROSS —SECTIONS C-20 UTILITY PROFILES C-20A UTILITY PROFILES C-21 POTABLE WATER DETAILS C-22 SEWER DETAILS Cn 28 I 2.4 2 inurl-r9nncT-R,lG nl nN I ANIR6I^AI"'fC 1'71 AAI 0 LEGAL DESCRIPTION DESCRIPTION: (derived from Official Records Book 7274, Page 564 of the Public Records of Pasco County, Florida) That portion of Tract 49, ZEPHYRHILLS COLONY COMPANY LANDS, in Section 3, o Township 26 South, Range 21 East, as recorded in Plat Book 2, Page 6 of the Public o� Records of Pasco County, Florida that lies West of the Westerly right-of-way line of US Uj 301 as it presently exists, LESS the North 100 feet of the East 200 feet thereof. o TOGETHER WITH that portion of Tract 64, ZEPHYRHILLS COLONY COMPANY o LANDS, in Section 3, Township 26 South, Range 21 East, as recorded in Plat Book 2, Page 6 of the Public Records of Pasco County, Florida, lying West of the right-of-way N line of US 301, LESS the East 370.00 feet thereof AND LESS right-of-way for Eiland Boulevard. o AND U) That part of Tracts 50 and 63. ZEPHYRHILLS COLONY COMPANY LANDS, in Section 3, Township 26 South, Range 21 East, as recorded in Plat Book 2, Page 6 of the Public Records of Pasco County, Florida lying East of the S.A.L. Railroad. w LESS AND EXCEPT the following described property for Zephyrhills Bypass West, = Parcel196: A portion of Tract 63 of ZEPHYRHILLS COLONY COMPANY SUBDIVISION, in Section 3, Township 26 South, Range 21 East, Pasco County, Florida, being further 01 A described as follows: Commence at the Southeast corner of the Northeast 1/4 of said Section 3; thence along the South boundary line of the Northeast 1/4 of said Section 3, N.89°41'31 "W., a distance of 663.98 feet to a point, said point also being S.89°41'31 "E., a distance of 1991.93 feet from the Southwest corner of the Northeast 0 1/4 of said Section 3; thence N.00°10'40"W., a distance of 15.00 feet to the Southeast < corner of said Tract 63; thence along the East boundary line of Tract 63, 2 N.00°10'40"W., a distance of 10.00 feet for a POINT OF BEGINNING; thence z N.89'41'31"W., a distance of 140.46 feet; thence N.25°28'18"W., a distance of 15.96 feet; thence 5.88°57'25"E., a distance of 147.31 feet, thence S.00010'40"E., a distance of 12.48 feet to the POINT OF BEGINNING AND LESS right-of-way for Fountain Road. N m ALSO LESS AND EXCEPT those parcels of land described in Official Records Book co 0 2005, Page 565 (Parcel 170) and Official Records Book 3028, Page 1574 (Parcel 0 0 169.1), both of the Public Records of Pasco County, Florida, for road right-of-way. �69 r- [L POTABLE WATER COMMUNICATIONS City of Zephyrhills Charter Communications 39825 Alston Avenue 3767 All American Blvd. Zephyrhills, FL 33542 Orlando; FL 32810 Phone: 813-780-0000 x 3567 Phone: 407-352-8509 Contact: Bruce Sellers Contact: Marvin Usry Jr. SANITARY SEWER C=AS City of Zephyrhills TECO People's Gas 39825 Alston Avenue Phone: 813-228-4025 Zephyrhills, FL 33542 Contact: Phyllis Bridges Phone: 813-780-0000 x 3567 Contact: Bruce Sellers TRAFFIC CONTROL Pasco County Traffic Operations ELECTRIC Phone: 727-494-5234 Duke Energy Contact: Jonah Johnson St. Petersburg, FL Phone:800-778-9140 ELECTRIC Withlacoochee River Electric Cooperative Phone: 813-780-757 � 1 • 11 1 1 11 1111 It Dewberry* Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 LU Owner ephyrh'111sFlor'idcd U) I. ISLAND 301, LLC 3874 TAMPA ROAD OLDSMAR, FL 34677 0 00 ' PHONE: 727-410-6306 CONTACT: BILL NYECONSTRUCTION SET M_j C� Fy 0- Civil Engineer C)" z _J 0 REVISED 4•/2020 !_�_ DEWBERRY ENGINEERS, INC. ��, 1000 NORTH ASHLEY DRIVE > 0 SUITE 801 TAMPA, FL 33602 PHONE: 386-626-2136 CONTACT: REY MALAVE, PE Z. Architect URBAN ORDER TAMPA, INC. 5006 SOUTH ELBERON STREET TAMPA, FLORIDA 33611 PHONE: 813-832-5557 CONTACT: JOE TOPH, AIA Landscape Architect DEWBERRY ENGINEERS, INC. 800 NORTH MAGNOLIA AVENUE ORLANDO, FL 32803 PHONE: 407-843-5120 CONTACT: MICHAEL URCHUK, RLA DC JOHNSON & ASSOCIATES, INC. 11911 S. CURLEY STREET SAN ANTONIO, FL 33576 PHONE: 352-588-2768 CONTACT: DANIEL C. JOHNSON, PLS NOT TO SCALE SECT 03, T 26 S, R 21 E NOT TO SCALE 0 '---J/ FDOT INFORMATION ACCESS PERMIT: 2018-A-798-063 DRAINAGE PERMIT: 2018-D-798-049 HIGHWAY SEGMENT: 14 050 000 US 301 / SR 39 MILE POST: 6.354 ��D O . • . F •za. 31588•'� e .. o ••� STATE ' ORIC)— 1 xixr SALE SIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 04.2020 TITLE (" COVER r ' PROJECT NO.� 50102357 0 SHEET NO. 1 6 3 W r 2 a 00 0 N w 0 Q n E IC C V FT, GENERAL 1. Unless otherwise specified, all construction shall be performed consistent with the most recent publication of the following codes, standards and specifications as well as the latest editions of all other applicable specifications & standards: • City of Zephyrhills • Pasco County • South West Florida Water Management District (SWFWMD) • Florida Department Of Environmental Protection (FDEP) • Florida Department Of Transportation (FDOT) • Americans with Disabilities Act (ADA) by U.S. Department Of Justice • "Manual On Uniform Traffic Control Devices" (MUTCD) published by the U.S. Department of Transportation, Federal Highway Administration 2. All construction is to be governed by all applicable federal, state and local laws, ordinances, building and safety codes. 3. In the event that any standards or specifications as described herein are in conflict with each other, or that shown in the plans, the more stringent criteria will apply. Contractor shall notify the engineer of record immediately and in writing should the more stringent criteria be unclear, for engineer's interpretation of the more stringent criteria to be used. 4. These plans were based on the special purpose topographic survey by D C Johnson Survey & Maping, Inc.. 5. All elevations shown on these drawings refer to national geodetic vertical datum (NAVD 88). 6. These plans were based on a report by a geotechnical engineer. It is the contractor's responsibility to acquire a copy of the report(s) from the geotechnical engineer, familiarize themselves with the conditions as described in the report(s), and comply with all recommendations made in the report(s) specifically for soil preparation on the site. It is the contractor's responsibility to obtain a copy all supplemental reports for this project from the owner and to follow the supplemental reports' recommendations. 7. Geotechnical recommendations or recommendations as provided in supplemental reports by others are not the responsibility of Dewberry Engineers, Inc., who has relied upon the referenced geotechnical report(s) in the preparation of the plans. Any conflict between information contained in the report(s) and these plans shall be reported to the engineer and owner immediately and in writing. Dewberry Engineers, Inc. assumes no responsibility for the correctness, completeness, or accuracy of the report(s). When the plans and/or specifications contain the results of a soils survey, the contractor shall not assume the information is a guarantee of the depth, extent or character of material present. It is the responsibility of the contractor to make a necessary examination of the site and of any material sources indicated on the plans to be informed of the conditions under which construction is to occur. 8. The contractor shall obtain from the owner copies of permits for all agencies having jurisdiction, such as governmental, regulatory or local entities. The contractor shall be expected to review and abide by all the terms, conditions, requirements and limitations set forth in all of these permits. A copy of the permits shall be kept on the construction site and made available for review at all times. 9. The standards and specifications as listed herein, the geotechnical report(s), boundary and topographic survey(s), and required permits are hereby incorporated along with the plans by Dewberry Engineers, Inc, as the complete "Site Civil Construction Documents." 10. If items appearing to be historical or archeological artifacts are discovered at any time during construction within the project limits, immediate notification shall be provided to the owner, the engineer, and the Bureau of Historical Preservation, Division of Historical Resources R.A. Gray Building, 500 S. Bronough St. Tallahassee, Florida 32399-0250. CONTRACTOR RESPONSIBILITIES 1. Contractor shall familiarize himself with the site, including all surface and subsurface conditions, the work required and all other conditions that may effect the successful completion of the job prior to commencement of work. 2. The location of existing utility services, facilities, and structural features shown on these plans have been determined from the best information and are provided for the convenience of the contractor. The engineer does not guarantee the accuracy or the completeness of the location information provided. Any inaccuracy or omission in such information shall not relieve the contractor of his responsibility to protect the existing features from damage or unscheduled interruption of service. Should a discrepancy arise between these plans and actual field conditions, which would appreciably affect the execution of these plans, the contractor shall stop all construction and notify the engineer immediately. 3. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations and permit conditions bearing on the conduct of the work, as drawn and specified. If the contractor observes that the drawings and specifications are at variance therewith he shall promptly notify the engineer, in writing, and an = p P Y fY 9 9= Y necessary changes shall be adjusted, as provided in the agreement for changes in the work. 4. The contractor shall be responsible for the maintenance of all landscape buffers, retention and detention facilities until the project has been accepted by the owner. All disturbed areas shall be returned to equal or better condition. 5. The contractor shall be responsible to the owner and the engineer for the acts and omissions of contractor's employees and all his subcontractors and their agents and employees and other persons performing any of the work under a contract with the contractor. 6. All work and furnished materials shall be in reasonable conformity with the lines, grades, grading sections, cross sections, dimensions, material requirements and testing requirements that are specified in the contract, plans, details or specifications. 7. The contractor shall be responsible for making all necessary arrangements with governmental departments, public utilities, public carriers, service companies, and corporations owning or controlling roadways, railways, water, sewer, gas, electrical, telephone, and telegraph facilities such as pavements, tracks, piping, wires, cables, conduits, poles, guys, or other similar facilities, including incidental structures connected therewith that are encountered in the work in order that such items may be properly supported, protected or located. 8. Prior to commencing work, the contractor shall furnish, erect and maintain all barricades, lights, warning signs, and pavement markings for hazards and the control of traffic through the construction zone in conformity with the all agencies having jurisdiction standards to effectively prevent accidents at all locations where construction causes an obstruction to the normal flow of traffic or creates a hazard in any way to the public. 9. In the event the contractor discovers any errors or omissions in the plans he shall immediately notify the owner or owner's agent. 10. The contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the work. A special permit will not relieve the contractor of liabilityfor an damage that may result from the moving of materials Y 9 Y 9 and equipment. 11, The contractor shall be responsible for protecting all existing survey monumentation, such as the preservation of all permanent reference monuments, permanent control points, permanent bench marks, property corners, points or markers. In the event any monumentation is disturbed, it shall be restored by a Florida licensed surveyor and mapper selected by the owner at the contractor's expense. 12. The owner, owner's representatives and inspectors of applicable government agencies having jurisdiction, shall at all times have access to the work site wherever and whenever it is in preparation or progress. The contractor shall provide proper facilities for such access and inspections. 13. It is the contractor's responsibility to take all reasonable and prudent precautions to insure that all completed work, materials and equipment stored on site are safe and secured from unauthorized access or use. Such precautions may include installation of signs, fences, or posting of security guards. 14. Contractor shall, at all times, utilize all normally accepted and reasonably expected safety practices and comply with all federal, state and local regulations, ordinances and guidelines pertaining to safe utilization of equipment or materials as published by manufacturer. 15. Adequate traffic control, signage, barricades and flagman services shall be furnished and maintained by the contractor at all points where construction equipment engaged in work enters onto or crosses functioning traffic -carrying roadway. 16. Those parts of work in place that are subject to damage because of operations being carried on adjacent thereto shall be covered, boarded up or substantially enclosed with adequate protection by the contractor at contractor's expense, protecting work completed. 17. The contractor shall comply in every respect with the Federal Occupational Health and Safety Act of 1970 and all rules and regulations now or hereafter in effect under said Act, and the contractor further agrees to comply with any and all applicable state laws and regulations pertaining to job safety and health. 18. The contractor shall protect and keep owner (including their agents and employees) free and harmless from any and all liability, public or private, penalties, contractual or otherwise, losses, damages, costs, attorney's fees, expenses, causes of action, claims or judgments resulting from the Federal Occupational Health and Safety Act of 1970 as amended or any rule or regulation promulgated thereunder or of any state laws or regulations pertaining to job safety and health arising out of or in any way connected with the performance of work or work to be performed under this contract, and contractor shall indemnify owner from any such claims, penalties, suits or actions, public or private, administrative or judicial, including attorney's fees paid or incurred by or on behalf of owner, jointly or severally, and/or their agents and employees. The contractor further agrees, in the event of a claimed violation of any federal or state safety and health law or regulation arising out of or in any way connected with the performance of work or work to be performed under this contract, owner may immediately take whatever action is deemed necessary by owner to remedy the claimed violation. Any and all costs or expenses paid or incurred by owner in taking such action shall be borne by contractor, and contractor agrees to protect, hold harmless and indemnify owner against any and all such costs or expenses. 19. The contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to: a. All employees on the work site and all other persons who may be affected thereby; b. All the work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the contractor or any of its subcontractors; and c. Other property at the site or adjacent thereto, including trees, shrubs, lawns walks, pavements, roadway, structures and utilities not designated for demolition in the course of construction. 20. The contractor shall comply with all applicable safety codes and with all applicable laws, ordinances, rules, regulations and lawful orders of any public, quasi public or other authority having jurisdiction for the safety of persons or property or for their protection against damage, injury or loss, or designed to protect the environment. The contractor shall erect and maintain, as required by existing conditions and progress of the work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities of the existence of hazards and of the safety regulations. 21. All damage or loss to any property referred to in herein caused in whole or in part by the contractor, a subcontractor, or by anyone for whose acts any of them may be liable, shall be remedied by the contractor, except damage or loss properly attributable solely to the acts or omissions of the owner, or the engineer or anyone employed by them, or for whose acts any of them may be liable, and not properly attributable in whole or in part, to the fault or negligence of the contractor. 22. Until final acceptance of the work by owner, the contractor shall have the charge and care of and shall bear the risk of injury or damage, loss or expense to any part thereof, or to any materials stored on site, by the action of the elements or from any other cause whether arising from the execution or non -execution of the work. The contractor shall rebuild, repair, restore and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expenses thereof. 23. The contractor shall be responsible for meeting all inspection criteria and schedules, and signing for said inspections. 24. The contractor shall control and be responsible for their operations and those of their subcontractors and all suppliers, to assure the least inconvenience to the public. The contractor shall maintain free and unobstructed movement of vehicular traffic and shall limit their operations in relation to the safety and convenience of the traveling public. Under all circumstances, safety shall be the most important consideration. 25. The contractor shall familiarize himself with the policies and guidelines established by all agencies having jurisdiction for the preservation of all public and private property. The contractor shall be responsible for all damage or injury to property of any character, during the execution of the work, resulting from any act, omission, neglect, or misconduct in their manner or method of executing the work, or at anytime due to defective work or materials. 26. The contractor shall not excavate, remove, or otherwise disturb any material, structure or part of a structure which is located outside the lines, grades or grading sections established for this project, except where such excavation or removal is provided for in the contract, plans or specifications. 27. The contractor should verify the quantities and lengths of materials shown on the plans. Any discrepancy between material callouts and actual shown in plan view is to be brought to the engineer's attention by the contractor prior to bidding. It is the engineer's intention to construct what is shown on the plans. 28. Any discrepancy between the dimensions and measurements shown on the plans and the actual field conditions shall immediately g en be brought to the engineer's 9 attention. Failure to do so and to continue construction shall make the contractor responsible for all errors and necessary corrections that may subsequently arise. EROSION CONTROL 1. The contractor shall comply with all federal, state and local laws and all regulations controlling pollution of the environment. 2. The contractor shall develop and implement a stormwater pollution prevention plan (SWPPP) according to EPA/FDEP NPDES criteria to minimize erosion and insure proper functioning of storm water management system upon completion of construction. In addition to meeting EPA/FDEP NPDES criteria, the SWPPP shall be submitted to and comply with local agency having jurisdiction's minimum erosion control criteria. 3. Contractor shall execute all measures necessary to limit the transportation of sediments outside the limits of the project to the volume and amount as those that exist prior to commencement of construction. This condition must be satisfied until project is fully completed and accepted. Contractor shall provide routine maintenance on temporary erosion control features at his expense. Provision must be made to preserve the integrity and capacity of check weirs, sediment basins, slope drains, grading patterns, etc. Required to meet this provision through out the life of construction. Contractor shall provide hay bales, silt barriers, murafi filters, temporary grassing, etc., as required to fully comply with the intent of this specification. Contractor shall provide continuous monitoring of erosion and sediment controls taken and shall document all corrective measures. A copy of the approved SWPPP shall be kept on site at all times for review by owner's representative and by NPDES inspectors. 4. The owner and/or contractor shall provide a notice of intent in accordance with criteria set forth in the NPDES permit requirements 48 hours prior to beginning construction, clearing, or demolition. 5. Provide effective temporary and permanent erosion control following the requirements in Section 104 of the State Dept. of Transportation standards specifications for road and bridge construction, latest edition. (F.D.O.T. Section 104) 6. Inlets and catch basins shall be protected from sedimentation resulting from surface runoff until completion of all construction operation that may cause sediment runoff. Filter fabric shall be placed and maintained under the grate and filter socks placed in front of the throat of curb inlets, during construction. 7. Turbidity barriers must be installed at all locations where the possibility of transferring sediments and suspended solids into the receiving water body exists due to construction. Turbidity barriers shall remain in place until construction is completed, soils are stabilized and vegetation has been established. DEMOLITION AND CLEARING 1. Prior to construction, the contractor shall clearly designate the limits of construction on -site. The contractor shall not perform any work outside the limits of construction. 2. The contractor shall be extremely cautious when working near trees that are to be saved, whether shown in the plans or designated in the field. 3. All practical and necessary effort shall be taken during construction to prevent unnecessary tree removal. 4. Any proposed cut or fill material to be removed or placed within the drip line of specimen trees to remain including trenching for proposed improvements such as p g 9 p p p utilities, will require the advanced pre-treatment of each impacted tree by a qualified arborist or at the direction of the landscape architect to minimize the potentially adverse impacts of construction. 5. Tree protection barricades or equivalent protective measures will be constructed according to the local jurisdiction's criteria for trees to remain within the limits of construction. 6. In areas requiring fill material, the contractor shall strip or otherwise remove all vegetation such as brush, heavy sods, heavy growth of grass, decayed vegetation matter, rubbish and any other deleterious material before embankment is placed. Immediately prior to the placing of fill material, the entire area upon which fill is to be placed, shall be scarified in a direction approximately parallel to the axis of fill. The geotechnical engineer shall approve the area prior to the placement of fill. PAVING, GRADING & DRAINAGE 1. The contractor shall perform all work pertaining to drainage including excavation of stormwater management ponds or equivalent facilities prior to the commencement of other work included in these plans. 2. The contractor shall stake all improvements using the record plat. The contractor shall verify with the engineer that the plat is correct prior to any construction. If a plat does not exist contractor is to verify use of the survey for layout with engineer P = fY Y Y 9 prior to starting work. It is the contractor's responsibility to completely stake and check all improvements to insure correct positioning, both horizontal and vertical, including minimum building setbacks prior to the installation of any improvement. Any discrepancy between platted information and the plans shall be reported to the engineer immediately and in writing. 3. Prior to initiating any excavation (including but not limited to tunnels, ditches, storm water ponds, canals, artificial lakes) contractor shall install fences and take all other reasonable and prudent steps to insure that access to excavation by unauthorized personnel is prevented. 4. All drainage structures are to be traffic bearing unless otherwise noted. All precast circular structures shall be constructed with a minimum 5-inch wall thickness. 5. All proposed paving surfaces in intersections and adjacent existing sections shall be graded to drain positively in the direction shown by the proposed grades and flow arrows on the plans and to provide a smoothly transitioned driving surface for vehicles with no sharp breaks in grade, and no unusually steep or reverse cross slopes. Approaches to intersections and entrance and exit grades to intersections may require minor local field adjustments should actual conditions vary from the surveyed information the design was based upon in order to accomplish the intent of the plans. In addition, the standard crown will have to be changed in order to drain positively in the area of intersections. It is the contractor's responsibility to accomplish the above and consult the engineer as needed to make any and all required interpretations of the plans or give supplementary instructions should the intent of the plans be unclear. 6. Construction of roadways shall meet the minimum standards and specifications of the local agency(s) having jurisdiction and the minimum suggested sections as outlined in the soils report's recommendations, unless otherwise noted. 7. The contractor is responsible for removing any excess cuts or supplying fill as necessary to grade the site to the proposed elevations as designed within the construction documents. 8. If limestone bedrock is encountered during excavation of the retention basins or a sinkhole or solution cavity forms during construction, excavation of the basin must be halted immediately, the owner, engineer, and water management district must be notified, and remedial action will be required. The permitee must inspect all permitted surface water management basins monthly for the occurrence of sinkholes and document these inspections on water management district condition compliance form number EN-33. Two copies of the completed forms must be sent to the water management district and the local agency having jurisdiction annually by May 31st. of each year. The permitee must report any sinkhole that develops within the surface water management system. The permitee must notify the water management district and local agency having jurisdiction of any sinkhole development in the surface water management system within 48 hours of its discovery and complete sinkhole repair within 10 days of such discovery using a district approved methodology. 9. After the roadway has been constructed to subgrade, it shall be proof -rolled to assure that proper compaction has been attained. The proof -rolling and compaction operations shall be inspected and tested by a Florida licensed geotechnical engineer to assure that the specified compaction is maintained and all deleterious materials have been removed. 10. The contractor shall insure that a minimum soil density of 98% compaction is achieved unless otherwise noted for placement of all headwall/endwall footings, retaining wall footings, and in general, any footing support described on these plans. It will also be the responsibility of the contractor to insure that sufficient geotechnical testing and design has been performed prior to construction. 11. Blue reflective pavement markers shall be placed in the center of the driving lane opposite each fire hydrant. 12. Storm pipe lengths shown on the plans include mitered end sections. If the contractor elects to use an approved alternate, the pipe lengths must be adjusted. 13. Inlet offsets are to the centerlines shown on F.D.O.T. design standards indexes. 14. The contractor is responsible for paving all roadways to drain positively. Intersections shall be transitioned to provide a smooth driving surface while maintaining positive drainage. If an area of poor drainage is observed, the contractor shall notify the engineer prior to pavinAll reinforced concrete pipe (R. .P.) shall be minimum Class III ,unless otherwise approved or noted on the plans or specifications.g so that a solution or recommendation for correction may be made. 15. All reinforced concrete pipe (R.C.P.) shall be minimum Class III , unless otherwise approved or noted on the plans or specifications. 16. All stormwater pipe joints shall be wrapped with filter fabric. PUBLIC RIGHTS -OF -WAY 1. The contractor shall coordinate all work within public rights -of -way with the respective local agency(s) having jurisdiction (city or county) Director of Public Works and the jurisdiction's engineer. In addition, any work within a state road right-of-way must be approved and coordinated with the FDOT through the local maintenance office for each district. 2. Prior to performing any work within any public or utility right-of-way, contractor shall obtain authorization and permit fromjurisdictionsall responsible for such right-of-way. 3. Prior to performing any work within any public right-of-way, contractor shall develop and submit a maintenance of traffic plan to the local agency having jurisdiction over said ROW for their approval. This plan must meet the minimum requirements as outlined in the "Manual On Uniform Traffic Control Devices" published by the U.S. Department of Transportation, Federal Highway Administration and the Florida Department Of Transportation Index 600; specifically 601, 602 and 603. UTILITIES 1. The existing utilities shown are approximate. The contractor shall field locate all existing utilities as to size, location, and elevation. The contractor shall notify the engineer of any and all conflicts prior to beginning construction. 2. The contractor shall be responsible for locating and verifying size, type, location, and elevation of all existing utilities prior to construction and notifying the involved utility providers to make any necessary arrangements for relocation, disruption of service, or clarification of activity regarding said utility. The contractor shall use extreme caution when crossing an underground utility, whether shown on these plans or field located. It is the responsibility of the contractor and/or developer to relocate utilities that interfere with the proposed construction. Any delay or inconvenience caused by the involved utilities shall be incidental to the contract. The contractor shall conform to Florida Statute Chapter 556 and the Sunshine State One -Call of Florida. 3. Contractor shall notify all utility owners and the Sunshine Underground Utilities Notification Center at 1-800-432-4770 at least 72 hours prior to start of work. Contractor is responsible for continual maintenance of all utility locates, flags, marking,etcetera through the entire duration of construction. 9 4. Utility services to the proposed building(s) shall terminate 5 feet outside of the building unless otherwise noted. Prior to construction, the contractor shall review building architectural and plumbing plans to verify proper continuation of the proposed utilities for location, alignment and elevation(s) for each service to the building(s). Should utility service laterals shown on the site civil construction plans not correspond with building architectural or plumbing plans the contractor shall notify the engineer immediately. 5. The power distribution system shall be designed and installed by the power service provider. The contractor shall coordinate with said power service provider to insure proper construction phasing is achieved, and to allow the installation of street crossings, sleeves, conduits, poles, transformers, and other required equipment. It is the owner's responsibility to acquire any necessary easements as a result of the power service provider's design and respective installation locations. 6. The telephone, cable TV, data, and/or communication systems shall be designed and installed by their respective service provider. The contractor shall coordinate with said service provider to insure proper construction phasing is achieved, conflict free, and to allow the installation of street crossings, sleeves, conduits, poles, and other required equipment. It is the owner's responsibility to acquire any necessary easements as a result of the service providers' designs and respective installation locations. 7. It is the contractor's responsibility to properly coordinate the final designs and subsequent installations of all service providers' utilities and their minimum criteria as set forth therein for items such as maintaining the minimum separation distances between the various utilities. 8. Unless otherwise noted, the top 24 inches of all utility trenches within roadways in maximum 12" lifts, shall be compacted to 98% of the modified proctor maximum density; all other utility trenches shall be compacted to 95% of the modified proctor maximum density. 9. The contractor shall notify the applicable utilities construction department for the corresponding local utility provided a minimum of 48 hours prior to starting any utilities construction. 10. Pipe alignment, deflection, and integrity testing shall be performed by the'lamping' method and utilizing video inspection. The contractor shall perform internal video inspection for the gravity sewer to check pipe alignment and deflection. 11. All fire hydrants and apparatus must comply with FFPC Section 3-5.6 and Section 3-7.1 when applicable. POTABLE WATER 1. All PVC watermains 2" or less shall be SDR21 (200 psi) unless otherwise noted. 2. Water mains shall comply with AWWA standards. All PVC pipe 3 to 12 inches shall be AWWA C900 DR18; all PVC pipe 14 inches and larger shall comply with AWWA C905 DR25. All water mains shall bear the NSF logo and shall be color -coded or marked using blue as a predominant color to differentiate drinking water from other water lines. 3. Where ductile iron pipe is required for water mains, it shall conform to ANSI/AWWA A21.51. A minimum thickness for pressure class 350 per ANSI/AWWA shall be supplied. Dip sizes up to 12 inches in diameter shall be pressure Class 350. Dip sizes 14 inches and larger shall be pressure Class 250. 4. All water main fittings, valves, restraints, couplings, pipe, and in general, those materials required for installing the water supply system, shall comply with the minimum material standards, ratings and classifications established by the respective utility provider. All water main fittings shall be DIP for all 3" thru 12" PVC and DIP water mains conforming to the requirements of ANSI/AWWA C153/A21.53 and epoxy coated exterior, unless noted otherwise. These fittings shall incorporate restraining rings, mega -lugs or other approved equivalent mechanical devices. 5. Ductile iron pipe and fittings shall have a cement mortar interior lining conforming to the requirements of ANSI/AWWA C104/A21.4. 6. Valves for potable and raw water mains shall be ductile iron (D.I.) epoxy coated ate valves or butterfly valves. s. See specifications g p ations for details. 7. All polyethylene pressure pipe and fittings 4-inch and larger shall conform to AWWA Standard C906-99 (DR11) Pressure Class 160 and ASTM Standard D3350, D2837 PE 3408. 8. All p pipes g es for service tubing shall conform to AWWA Standard C901 polyethylene (DR9) Pressure Class 200 and Standard D2737 PE 3408. 9. All pipe and polyethylene service tubing shall bear the National Sanitation Foundation (NSF) seal of approval for potable water service. 10. PVC pipe less than 2-inches shall conform to ASTM D1785. Threaded pipe and fittings shall be Sch. 80 and conform to ASTM D2464. Unthreaded pipe and fittings shall be Sch. 40 with solvent -cemented joints. Cemented joints and fittings shall comply with ASTM D2466 and D2855. 11. 2", 21/2" and 3" PVC pipe shall conform to ASTM D2241. Pipe shall be furnished in 20-foot lengths, shall have dimension ratio (DR21) and a water pressure rating of 200 psi. 12. Pipe measurements shall be center to center of fittings or valves. 13. Contractor shall provide temporary thrust restraints, bracing, test plugs and/or other devices necessary to successfully complete pressure testing of all pressure piping systems, ancillary to the work. 14. Automatic air re►ase/vacuum air release valves for underground instillation shall conform with 62-555.320(21)(b)FAC & RSWW 8.4.2. 15. All buried piping specified for pressure service shall be provided with restraining devices at all directional changes, unless noted otherwise. 16. All fasteners shall be manufactured of non -corrosive materials. 17. Locations and dimensions of existing g Y ri hts-of-wa and easements are based on the best available information. The contractor shall verify all the limits of rights -of -way and easements in order to avoid encroachments. 18. The contractor shall repair or replace with equal materials in kind or as directed by the owner or inspector any items disturbed or damaged by the utility construction or its related activities for items such as but not limited to, paving, stabilized earth, driveways, etc. 19. Contractor shall paint the hydrants according to Utilities Department requirements. 20. Where applicable fire hydrants shall be installed within the ROW. 21. Proper backflow prevention assemblies shall be provided in accordance with Rule 62-555.360, F.A.C. and AWWA Manual M14, "Recommended Practice forBackflow Prevention And Cross Connection Control" (latest editions) as incorperated in rule 62-555-330 FAC. The method of connection to the existing active main should be chosen to encsure that the pressure does not drop below 20psi otherwise a boil water notice is required to be issued by the utility supplying the water. 22. Contractor shall coordinate with agency having jurisdiction and water service provider to have water samples taken at locations as specified by their minimum standards and as outlined in the Florida Department Of Environmental Protection permit for construction of the water distribution system (if permit is required). Documentation of the minimum testing results such as bacteriological reports with residual CL levels shall be submitted to the engineer within 4 days from the day of 9 Y Y sample. It is the contractor's responsibility to' review and verify the results as passing prior to submittal to the engineer. 23. All water mains shall be hydrostatically tested and disinfected in accordance with AWWA Standards, latest revisions. Hydrostatic testing for PVC mains shall be 150 psi for minimum of 2 hours and meet AMA Standard C605/M23. Ductile iron mains shall be tested at 150 psi for 2 hours per AWWA C600. All new mains shall be disinfected per AWWA Standard C651. Bacteriological tests for 2 consecutive days shall be approved prior to placing system into service. 24. All water mains shall have an "Early Warning" protection tape installed continuously along the entire length. The protection tape shall be installed during the backfilling 6 to 12 inches below finish grade directly over the pipe and be continuously marked with "Caution - Water Main Buried Below". The tape shall have an embedded metallic detectable stripand be blue in color for potable water. 25. The contractor shall submit shop drawings on all equipment and materials for approval to the engineer and water service provider prior to procurement. •a0 Know what's below. Call before you dig. 10 Dewberry* Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 J J U C) U) J 7 L J = Q 0 CIOC:)J 0 C,.) a r- >- Fy O Z Q:� = W J LL W > N SEAL ♦ DI...•A: ,%. GEN'•1" i % �A1$c . ♦ 4 ..�,\ i %• No. 31588 ••. = •*- ie o • ;f `I �¢: i. P,. fi• O/W CAKE " i t 11*1 1 ► 0 REVISIONS 0 Ill W LJJ z Q J CL Z O 0 Z) U) z O V NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 04.2020 TITLE GENERAL NOTES PROJECT NO. 50102357 C-01 SHEET NO. E OA, 0 El 5 14 X 0 0 2 IL 00 d N 00 is N to WATER LINE CONSTRUCTION NOTES PER FD►EP 1. All pipe, pipe fittings, pipe joint packing and jointing materials, valves, fire hydrants, and meters installed will confirm to applicable American Water Works Association (AWWA) standards. 2. All public water system components, excluding fire hydrants, that will be installed and that will come into contact with drinking water will conform to NSF International Standard 61 as adopted in Rule 62-555.335, F.A.C., or other applicable standards, regulations, or requirements referenced in paragraph 62-55.320 (3)(b), F.A.C. 3. All pipe and pipe fittings installed will contain no more than 8.0% lead, and any solder or flux used in this project will contain no more than 0.2% lead. 4. All pipe and pipe fittings installed will be color -coded or marked in accordance with subparagraph 62-555.320 (21)(b) 3, F.A.C., using blue as a predominant color. (Underground plastic pipe will be solid -wall blue pipe, will have a co -extruded blue external skin, or will be white or black pipe with blue stripes incorporated into, or applied to, the pipe wall; underground metal or concrete pipe will have blue stripes applied to the pipe wall. Pipe striped during manufacturing of the pipe will have continuous stripes that run parallel to the axis of the pipe, that are located at no greater than 90-degree intervals around the pipe, and that will remain intact during and after installation of the pipe. If tape or paint is used to stripe pipe during installation of the pipe, the tape or paint will be applied in a continuous line that runs parallel to the axis of the pipe and that is located along the top of the pipe; for pipe with an internal diameter of 24 inches or greater, tape or paint will be applied in continuous lines along each side of the pipe as well as along the top of the pipe. Aboveground pipe will be painted blue or will be color -coded or marked like underground pipe.) 5. All fire hydrants that have unplugged, underground drains will be located at least three feet from any existing or proposed storm sewer, stormwater force main, pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., or vacuum -type sanitary sewer; at least six feet from any existing or proposed gravity- or pressure -type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-10, F.A.C.; and at least ten feet from any existing or proposed "on -site sewage treatment and disposal system". 6. New or altered chambers, pits, or manholes that contain valves, blow -offs, meters, or other such water distribution systems appurtenances will not be connected directly to any sanitary or storm sewer, and blow -offs or air relief valves installed under this project will not be connected directly to any sanitary or storm sewer. 7. New or altered water mains will be installed in accordance with applicable AWWA standards or in accordance with manufacturers' recommended procedures. 8. A continuous and uniform bedding will be provided in trenches for underground pipe installed; back -fill material will be tamped in layers around underground pipe installed and to a sufficient height above the pipe to adequately support and protect the pipe; and unsuitably sized stones (as describ ed in applicable AWWA standards or manufacturer's recommended installation procedures) found in trenches will be removed for a depth of at least six inches below the bottom of underground pipe. 9. All water main tees, bends, plugs, and hydrants installed will be provided with restrained joints to prevent movement. 10. Water mains that are constructed of asbestos -cement or polyvinyl chloride pipe will be pressure and leakage tested in accordance with AWWA Standard C603 Or C605 respectively, as incorporated into Rule 62- 55.330, F.A.C., and all other new or altered water mains included in this project will be pressure and leakage tested in accordance with AWWA Standard C600 as incorporated into Rule 62-555.330 FAC. 11. Water mains, including fire hydrant leads and including service lines that will be under the control of a public water system and that have an inside diameter of three inches or greater, will be disinfected and bacteriologically evaluated in accordance with Rule 62-555.340, F.A.C. 12. New or relocated, underground water mains shall be laid to provide a horizontal distance of at least six feet, and preferably ten feet, between the outside of the water main and the outside of any existing or proposed gravity- or pressure -type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. The minimum horizontal separation distance between water mains and gravity -type sanitary sewers shall be reduced to three feet where the bottom of the water main is laid at least six inches above the top of the sewer. However, it is preferable to lay the water main above the other pipeline. New or relocated, underground water mains shall be laid to to provide a horizontal distance of at least three feet, and preferably ten feet, between the outside of the water main and the outside of any existing or proposed vacuum -type sanitary -sewer. 13. New or relocated, underground water mains crossing any existing or proposed gravity -or vacuum -type sanitary sewer, shall be laid so the outside of the water main is at least 6 inches, and preferably 12 inches, above or at least 12 inches below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. New or relocated, underground water mains crossing any existing or proposed pressure -type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water shall be laid so the outside of the water main is at least 12 inches above or below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. 14. At the utility crossings described above, one full length of water main pipe shall be centered above or below the other pipeline so the water main joints will be as far as possible from the other pipeline. Alternatively, at such crossings, the pipes shall be arranged so that all water main joints are at least three feet from all joints in vacuum -type sanitary sewers, or pipelines conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity -or pressure -type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. 15. 1. All PVC gravity sanitary sewer shall be SDR35, unless otherwise noted; and all PVC sanitary sewer forcemain 4" thru 12" shall be C900/DR18, unless otherwise noted. 2. Leakage tests for the sanitary sewer system shall meet provider's specifications using the low pressure air test method, 5 psi for 5 minutes and shall not exceed 400 feet in length and shall be tested between adjacent manholes and shall include II latera ls. Is. a 3. All PVC sanitary force mains shall be color -coded or marked using green as a predominant color to differentiate the force main from other utility lines. 4. Minimum slope allowed for sanitary sewer pipe is 0.28%. 5. PVC pipe and fittings 4-inches through 15-inches shall conform to ASTM D3034, SDR35 or 26. 6. PVC pipe and fittings 18-inches through 27-inches shall conform to ASTM F679-T1, SDR35. 7. PVC pipe and fittings shall be solid green in color. 8. Material for gravity sewer pipe and fittings shall be as shown for the following depths of excavation: a. 5' to 12' PVC, ASTM 3034/ASTM F679, SDR 35 b. Less than S or greater than 12': PVC, ASTM 3034, SDR 26 9. The contractor shall submit shop drawings on all equipment and materials for approval by the engineer and service provider prior to procurement. 10. Pipe measurements on the main "trunk" sewer shall be from center to center of manholes or cleanouts, unless otherwise noted. 11. Pipe measurements for service laterals shall be from the main "trunk" sewer to the property line. The depth of the lateral at the property line shall be measured and recorded on the record drawings. 12. For a scheduled interruption of sanitary sewer main flow, the contractor shall provide to the agency having jurisdiction and service provider for review a written schedule as to the method and duration of flow interruption. 13. During normal sanitary sewer main flow interruption, the contractor shall provide uninterrupted by-pass flow and shall provide all equipment necessary to accomplish the same in the form of, but not limited to, the following: power, pumps, piping, appurtenant valves and fittings and/or septic tanker truck pumping, hauling and disposal services. 14. Contractor shall pay for inspection of the gravity sewer line by a TV camera system. A VHS tape and report shall be submitted to engineer for review and approval prior to final inspection by service provider's authorized representative. 1. Hazardous material means any substance: a. the presence of which requires investigation or remediation under any present federal, state or local statute, regulation, ordinance, rule, code, order, action, policy or common law, or b. which is or becomes defined as a "hazardous waste," "hazardous substance," pollutant or contaminant under any present federal, state or local statute, regulation, rule or ordinance or amendments thereto including, without limitation, the Comprehensive Environmental Response Compensation and Liability Act (42 U.S.C. Sections 9601 et seq.) and/or the Resource Conservation and Recovery Act (42 U.S.C. Sections 6901 et seq.), or c. which is toxic, explosive, corrosive, flammable, infectious, radioactive, carcinogenic, mutagenic, or otherwise hazardous and is regulated by any governmental authority, agency, department, commission, board, agency or instrumentality of the United States, the state in which the premises are located or any political subdivision thereof, or d. The presence of which on the premises causes or threatens to cause a nuisance upon the premises or to adjacent properties or poses or threatens to pose a hazard to the health or safety of persons on or about the premises, or e. which contains gasoline, diesel fuel or other petroleum hydrocarbons, or f. which contains polychlorinated biphenyls (PCBS), asbestos, lead or urea formaldehyde foam insulation. 2. Contractor and its subcontractors shall use, handle, transport, and dispose of all hazardous materials (as defined herein) in compliance with all present federal, state and local environmental, health or safe ty law, including, but not limited to, all such statutes, regulations, rules, ordinances, codes, and rules of common law. 3. Contractor further agrees that contractor and its subcontractors shall not cause the discharge, release or disposal of any hazardous material created by its work on or about the job site. In the event of any spill, release or any other reportable occurrence, contractor shall notify the appropriate governmental agency and shall take such action as may be necessary to minimize the deleterious effect of such spill on persons or property.. 4. Contractor and its subcontractors shall, upon completion of performance of all duties under this contract, remove all supplies, materials, and waste containing any hazardous material from the job site. Contractor shall bear full financial responsibility, as between the parties of this contract, for the compliance of contractor and its subcontractors with the provisions as outlined herein. 5. Contractor agrees to indemnify, defend, protect and hold the owner harmless from and against any claims including, without limitation, actual attorney's fees and any costs of investigation, soils testing, governmental approvals, remediation and cleanup arising out of or in any way connected with the failure of contractor or its subcontractors, or their agents, employees, officers, or representatives, to comply with the terms as described herein. 6. Should contractor or its subcontractors discharge, release or dispose of any hazardous material on or about the job site in violation of this paragraph, contractor shall immediately inform the owner in writing. In the event of any spill, release or any other reportable occurrence, contractor shall notify the appropriate governmental agency(s) and shall take such action as may be necessary to minimize the deleterious effect of such spill on persons, property or the environment. 7. In the event contractor or its subcontractors encounter on the premises any pipeline, underground storage tank or other container, of any kind, that may contain a hazardous material, or encounter material reasonably believed to be a hazardous material, contractor shall immediately stop work in the area affected and report the condition to the owner in writing. 8. If contractor or its subcontractors do not comply with the requirements as outlined herein, owner may, but is not obligated to, give written notice of violation to contractor. Should contractor or its subcontractors fail to comply with the requirements of the paragraph within twenty-four (24) hours from the time owner issues such written notice of noncompliance or within the time of an abatement period specified by any governmental agency, whichever period is shorter, contractor shall be in material default of this contract. 9. All areas used for fuel storage shall have the property owner's prior approval and appropriate measures shall be taken to insure protection of groundwater and soil resources. PRE -CONSTRUCTION 1. Contractor shall attend a mandatory pre -construction meeting with the engineer of record and applicable staff of the local agency having jurisdiction (e.g. city or county) prior to any disturbance of land, clearing or demolition. Contrac tor must provide written notice of the pre -construction meeting's time, date and location to the owner and engineer of record a minimum of 48 hours prior to. 2. If any testing, inspection or approval under this paragraph reveal defective work, contractor shall not be allowed to receive any associated costs and the owner shall be entitled to deduct from the contract price, by issuing a change order, owner's costs arising out of the defective work, including costs of repeated procedures, compensation for engineer's and design engineers services and other related costs. 3. The contractor shall provide the engineer 48-hour advance notification for the following construction and observation activities: • Sanitary sewer tamping and video inspection • Connections to existing systems • Storm drainage tamping • Inlet top pours (reinforcing steel check) • Water and force main pressure tests • Bacteriological sampling • Base observation & sounding • Asphalt placement • Pre -final observation • Final observation 1. Prior to construction, the contractor will obtain a copy of the minimum requirements for as -built record drawing acceptance for the agency having jurisdiction (such as the city or county) and/or utility service provider, familiarize themselves with these requirements, and produce as -built record drawings that substantially comply with or exceed these requirements, including any required electronic data submittals. 2. As -built drawings shall be accurately recorded and certified by a licensed land surveyor registered in the State of Florida and shall meet the minimal technical standards set forth by the Florida Board of Surveyor's and Mappers in Charter 61 G17-6, Florida Administrative Code, pursuant to Section 472.027 Florida Statutes. 3. The contractor will be responsible to provide sufficient as -built information to convey that the construction has been completed within acceptable tolerances to the approved design and shall include but is not limited to the following: Sanitary sewer 1. Top elevation of each manhole frame and cover. 2. Invert of each line entering and leaving each manhole/structure. 3. Length of each run of main between manholes (center to center). 4. Actual grade of pipe between manholes. 5. Locate all service wyes from downstream manhole with depth at lot line and distance from the main line. 6. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties). Storm drainage 1. Top elevation of each manhole frame and cover/grate as well as all other structures (headwalls, control structures, etc.). 2. Invert of each line entering and leaving each structure, including underdrain pipes. 3. Inverts of all mitered end sections. 4. Actual grade of pipe between the structures. 5. Invert elevation and two horizontal ties from permanent visible objects to all storm stub -outs. 6. Underdrains Water and reuse system and force mains 1. Actual lengths of pipe between branches and valves in the run. 2. Locate with measurements from permanent visible objects all fittings/accessories not visible from the surface (minimum two point ties). 3. List the depths of the lines at all valves, fittings and fire hydrants. Other improvements Building(s), sidewalks, pavement, curb & gutter. Submit certified drawings to the engineer two weeks prior to final inspection of the work to be certified. 4. The engineer strongly recommends that the contractor keep a daily "as -built" set of drawings while the work being done is visible exposed according to the criteria outlined herein. 5. The engineer reserves the right to require the contractor to uncover, retest and/or perform any action necessary to ensure that the improvements have been constructed in accordance with the plans and specifications. 6. Final "as -built" drawings for potable water shall clearly indicate compliance to minimum separation distances or required pipe upgrades. All water main and force main pipe fittings shall be referenced to at least two visible reference points (swing ties) and the nearest distance to the centerline of road. 7. The contractors geotechnical engineer shall certify all site, utility, and roadway compaction and all underdrain and pavement construction to Bowyer -Singleton & Associates, Inc. 8. All PVC water mains and PVC force mains shall be installed with a solid copper "locating wire" with sufficient grounding points at maximum 500 feet spacing. 4�i All work performed in the department's right of way shall be done in accordance with the most current editions of: • FDOT Standard Specifications for Road and Bridge Construction • FDOT Design Standards for Design, Construction, Maintenance and Utility Operations on the State Highway System • FDOT Design Manual (FDM) • FDOT Flexible Pavement Design Manual for New Construction and Pavement Rehabilitation 1. All areas in the FDOT right of way disturbed during construction shall be restored, compacted, sodded and watered in conformance with the FDOT Standard Specifications for Road and Bridge Construction, Section 570 and 981 and Design Standards Index 570-010. 2. Daytime work only. The FDOT Engineer must approve night work and lane closures at least 48 hours in advance. The applicant must notify the Florida Department of Transportation local maintenance office 48 hours in advance of starting any proposed work. Call: Brooksville Maintenance, Todd Crosby @ 352-797- 5700 3. All traffic stripes and pavement markings are to be lead-free, non -solvent based thermoplastic. The permittee shall furnish the department with the manufacturer's certification that the thermoplastic is 'lead free'. Removal of existing striping shall be done by milling and resurfacing of the friction/surface course to obliterate obsolete pavement markings. 4. All proposed traffic signs and pavement markings shall be in conformance with and constructed to the FDOT Design Standards Index Series 600 and 700 Series. The property owner must maintain the traffic signs and markings for the driveway. 5. The FDOT requires documentation for successful completion of an approved work zone traffic control training course for the agency, utility or contractor employee(s) installing and/or maintaining the approved maintenance of traffic plan. Documentation is to be furnished to the department at the pre -construction meeting or before occupying state right- of -way. 6. Maintenance of Traffic Plan for work zones shall be in conformance with all applicable indices of the FDOT Design Standards Index 102 Series according to the type of roadway and type of work being performed. 7. Silt fence for erosion control in conformance with the Florida Erosion Sediment Control Manual is required for all areas of construction within FDOT R/W, perpendicular to and parallel with the state road. 8. Sidewalk shall be constructed per FDOT Index 522-001 and 522-002. Detectable warning strips, a.k.a. truncated domes, for district seven construction and maintenance should be either inset ceramic tiles or thermoplastic detectable warning strips. These warning surfaces shall only be provided by the following vendors/manufacturers. • Inline Truncated Dome EZ Tile supplied by Professional Pavement Products • Topmark supplied by Flint Trading • Vanguard Truncated Dome supplied by Vanguard 9. Maintenance of Traffic Plan must include FDOT Design Standards Index 102-660 Pedestrian Control for Closure of Sidewalks. Pasco County Right -of -Way Use Notes 1. Per the Pasco County Engineering Services Department Testing Specifications for the Construction of Roads, Storm Drainage, and Utilities Sanitary Sewer, Water Distribution, Utility Crossings, and Reclaimed Water Lines shall produce a Lab density, a Modified proctor [FM5 521 (T180)] at One (1) per material of same source. A Field density a Nuclear or drive cylinder [FM1 T238 Method A FM1 T204] First test at 2' over top of pipe. Test every 1' thereafter up to grade. 2. Permittee shall perform all testing required. Testing and construction shall adhere to the most current version of the Pasco County Engineering Services Department Design Standards and Pasco County Engineering Services Department Testing Specifications for the Construction of Roads, Storm Drainage, and Utilities. Submit all testing to Pasco County Project Management Division for acceptance. 3. No dewatering shall occur without written approval by the Public Works Director. Where dewatering in the Right Of Way is proposed, it must be accompanied by a plan to insure there is no sediment transfer, pumped water is uncontaminated. Submit dewatering plan for review and acceptance. This activity shall monitor soil migration from roadway embankment. If migration is evident, cease and desist further excavation and initiate shoring methods immediately. 4. Any field changes that may occur contrary to the proposed Right of Way Use Permit plan shall require an asbuilt amendment submittal for review and acceptance. 5. A copy of the ROW Use Permitted Plans and all incorporated conditions shall be kept readily available at the site of the work at all times. 6. In the County rights -of -way work shall be performed in a safe manner that is consistent with the requirements of the Pasco County Land Development Code, the health, safety, and welfare of Pasco County and its citizens. All traffic control devices, i.e.: Warning/Construction type signs will comply with F.D.O.T. 600 Standard Index during the construction phase. 7. Required erosion and sediment control devices shall be in place at all times during construction and shall be removed only after stabilization has been established. 8. At all times during construction apply perimeter control (BMP's) practices to protect the disturbed area from offsite runoff and to prevent sedimentation damage to areas below activity. 9. All pedestals and boxes shall be appropriately marked and/or identified and located within (12) inches of the rear the right-of-way. 10. If maintenance of the drainage system is warranted then the permit holder must relocate underground installations within fifteen (15) days of notification by the County administrator or designee. 11. Restorations shall be maintained for one (1) year after completion, unless a longer time period is mandated by the County. 12. Disturbed areas must be properly stabilized, including grading, compacting, and sod. 13. No track type equipment will be allowed on any asphaltic or concrete surfaces. 14. No illicit discharge shall occur as a result of activity performed pursuant to this permit. 15. NO OPEN CUTS without specific approval from the Public Works Director. 16. Inlets to storm sewers shall be protected by suitable filtering devices during construction to keep pollutants from entering conveyance systems. 17. Upon approval Directional Drilling and Jack & Bore shall be the only acceptable method of traversing under a County roadway. Any method other than hand trenching or mechanical shovel for placing utility in right of way shall be submitted for county approval. 18. All Utility lines within the right-of-way shall be placed a minimum of 36" under the roadway and a minimum of 30" under non -traffic bearing surfaces. 19. All Utility lines within the rights -of -way shall be clearly identified at regular intervals. 20. Unless the utility governing regulation directs further, a minimum twelve inch separation from any stormwater structure or pipe shall be required. 21. All disturbed areas outside the 2:1 roadway control line (shoulder) shall be compacted to firmness equal to that of the soil adjacent to the trench and replaced with sod. Areas within three (3) feet of edge of pavement shall be compacted to Pasco County Testing Specifications. 22. All backfili sub -base, base and asphalt surface restoration shall comply with the latest Pasco County Specifications or as otherwise approved by the County Engineer or his designee. 23. It will be the responsibility of the contractor to remove and relocate all traffic control devices during the construction phase. After construction is complete the devices will be reinstalled to the original location. Any damaged devices will be the responsibility of the contractor to replace. 24. All existing drainage to be maintained and restored to design flow lines. 25. No work, except for emergency type, will be performed after sundown and before sunrise. 26. All lines located within roadside drainage ditches shall be a minimum of 30 inches below the lowest point of the ditch or the invert of any culverts within right-of-way which ever is lower. 27. Friction Course to be FC-3, if required. 28. Any lines crossing culverts shall be at least 30 inches below the bottom of the culvert. 29. Structural Course to be S-3, if required. 30. The irrigation system shall be set so as to cause no adverse impact to the adjacent county maintained road. 31. Minimize the extent of area exposed of natural vegetation at one time and the Dewberry duration of exposure to elevate erosion potential. FDOT Temporary Traffic Control Plan Notes 1. For work within FDOT right-of-way, the contractor shall provide a temporary traffic control plan prepared under the direction of, and signed and sealed by, a licensed Florida professional engineer who is experienced in preparing traffic control plans and who is certified per FDOT procedure, topic no. 625-010-010. 2. For work within FDOT right-of-way, the FDOT requires documentation for successful completion of an approved work zone traffic control training course for the agency, utility, or contractor employee(s) designing, installing, and/or maintaining the approved maintenance of traffic plan in accordance with department procedure, topic no. 625-010-010. 3. All temporary traffic control devices for the following facilities shall be designed and installed to meet the existing posted speeds as stated for all traffic control phases. to• Know. what's below. Call before you dig. Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 W U? U-1 0 J J � J IX z r Z ® � Q ® _ Q J C`7 U Eo Z Z < = W JO � O F- o! N U F- U) Z O V SEAL % t'iI����� �•`` p,RD 0. M '�• ��•' cEN`'��-9L No. 31588 •• :-o ST T OF Ak00 ,_..-Y 76 S�CALE REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 04.2020 TITLE GENERAL NOTES PROJECT NO. 50102357 SHEET NO. E W AL E! 6 I Al 1■ a A 15 � 15 � 5 � Dewberry _v FOUND 112" 4w x x X_ ------- , R� ID 112" IR04AG43X 4w m�mE�mm — 71— :-X. ------------- — lap, S_89o46�46-z 818.0 V_ - .-- 4 1?• 1 y 12 014" If 2f26* 5 022'0 0 0 10" 0 10" 4!) 14* 0_§:8'l4*6l0_'�lf 06- _2T 0_0 8* 026" 5* 0 12"20' 8' C)f) lo' 12" 5 00 6"6. -- - Ill 56 010* 14* f) 0 bo 0) 1036- 8 0 14' 012*18*2f --042! - I -0-5XF dio 6 f (fi lX4- 9266 -0 ln4!lr —0 06* 0 6* 8"1 Qlo* 71 NOT INCL DED ro- 0 29' 0 14"16 6] (De 6 F 6- O'D 12" 06' �/06' 0 lor 0 30* 6. 12, G 6' 05' (0 05" o 0 24" 6-M 5" 0 24!' 05" Oil 5"0 16 1 _01 C3 C� 010, 0 8" W W, 01cr a 0 22" "IRON ROD AND CAP 0 12" FOUND 1/2 06* L "CFO LB107" q\ 0 6*10' t olor 8"0 0 12' 018*W 14- x - &) 12 01cr• 06* 0 er ? . 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I I — _ _96_ 0 7f� f 0 '12Y I Hih is 16" b. 6"VeM"12' 0 5"8" 010 'y + 6% `1�4k� �jx T P, kj 10 j j f. -4: 0 V3- ;A I _; (1\ 0Er •�144' 0. -0 14- Va— '10 T 06" 2' 08-05' [" I " I I A� �1' �,ji x : N. 03 do 1" 10 P- 0, 4 T IN ----------- 26 _0, I LO 06"8*10" if OHP OHP OHP 001P OHP- 0HP- /P HP _O W-,-,_tYHF5- z,- OHP OHP - QHP �X 08P 0" + A OHP— 011 AL OHP:� H 10'006"6'8"8710" WE 0. OHP L 14 *fit 4.j -4— G�9kw 4M 7?)44*-- �W 3166.Z-11 JO4' 6, SET IRON-R AN& - UND 57i�.IR JOHNS 4'q 018, VVI jq�10'� �j L13 ON H • 016-20' 'b- "SON E5,451 0 12" 0. r 0 24" 0 28* 18° +i t, €' f _ icr J _3 12* 10. 0 1 16" 0* 18*20* 010-14' 14! b22" 24-1 z. 7:z� La 6b. 101 211 + lo* 0 14" 1 12` L -2f f 0 10" 'Q 141 SOILS LEGEND LEGEND j b28 -% SLOPES 6114. 10.4 - 7 = SPARR IP. IR = IRON PIPE, IRON ROD 6 = TAVARS SAND, 0 CM = CONCRETE MONUMENT EFINE SAND , 50-5% SLOPES 15 = TAVARES FINE SAND, URBAN LAND COMPLEX, 0-59A SLOPES (F) = FIELD DERIVED MEASUREMENT C 30 N. T R A C T 3 5 % I 1 0- I W T R A C T 64 38 = URBAN LAND, 0-2% SLOPES (P) = MEASUREMENT PER PLAT 01T 43 = ARREDONDO FINE SAND, 0-5% SLOPES (D) = MEASUREMENT PER DESCRIPTION Of e," I? PROPERTY LINE, CENTERLINE f SOIL DIVIDES RAN= RIGHT OF WAY 0 = FOUND IR (SIZE & REGISTRATION , zt_ C) Co 2e NUMBER AS NOTED) 018. 8"lcrifl2 26" 0 FOUND IP (SIZE & REGISTRATION 26 b24�- NUMBER AS NOTED) 12-D CC 6ww 0 = SET 5/8' IR "D.C. JOHNSON LB 4514" 0 = FOUND CM (SIZE & REGISTRATION t 618, NUMBER AS NOTED) 0 1 0 W E = SET 4"x4" CM "LB 4514" la NOW OR ME D @ = SANITARY SEWER MANHOLE I SUNRISE PR f 5 N `tj t 6 T G T\ 1, VERTICAL CONTROL BENCHMARK n \ f <$> = TELEPHONE EQUIPMENT BOX W I -, - _ PARCEL-10 IOJ-26-21 1 7', �_� � 11, ` A = WATER METER W OR FORMERLY LANDS OF. FAR] AIR RELEASE VALVE ISLAND J01 LLC fiII' POWER POLE ob \ rt.f'A7ZCE 0 141) 'r F5, ?D 103-26-21-0010-05000-00 0 2' ELECTRIC BOX 22, X2 6-0 = OAK TREE = CAMPHOR TREE It 2f TREE (UNKNOWN VARIETY) 06, b 0 BOLLARD 01V '51r IR 6 CHERRY LAUREL TREE RC6 Ar CAP LB. 0011 lf 6'(4 CEDAR TREE 4 15' gf.A&A IV88 0 330 4!) 18" -1 FOU R ORNAMENTAL TREE //W LINE PER �a,6qoI -ROD OD _----00UNTr PALM TREE k "LB 82" PER P,�C R/W -M.;' T 6'f) = PINE TREE of N = GUY WIRE N-S _a_ _'PARCEI� T 6. MAPLE TREE PARCEL .......... [it. , - _ 7 I — . . �U� /1 .1-1 11 1 11 F f -W ® = CABLE TELEVISION BOX 9 = POST 6'() = HOLLY TREE -<�- = LIGHT POLE RBI = MAILBOX FGVJ = GATE VALVE 88.1' x = SPOT ELEVATION EL: = ELEVATION RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE PVC = POLYVINYL CHLORIDE PIPE OHP OHP — = OVERHEAD POWER LINE ..... ....... = SWALE = TOP OF BANK = TOE OF SLOPE ASPHALT CONCRETE Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. 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PRIOR TO ANY CLEARING OR CONSTRUCTION ACTIVITY OCCURRING ON THE SITE, TREE BARRICADES SHALL BE CONSTRUCTED BY THE CONTRACTOR AND APPROVED BY THE CITY. TREE PROTECTION DETAIL [ ��:.',, Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. G.A. 00008794 M Uj J U J U) ��r..��yy 2 ® J oM li W ID- ® T z T^--j a_ WLL -n W > N U Vf ZN L.1.� Vl z V SEAL s% . RDOI4i -ft � • °10, � Z 18 — s s � • * � ,..0 . �. * -• V. j a. , SCALE'Fill E li► % REVISIONS NO. DESCRIPTION DATE APPROVED BY CHECKED BY EN CA DATE 04.2020 TITLE DEMOLITION a' PROJECT NO. 50102357 SHEET NO. k� I� L L_ a 0 I`- C 1 7 q d r% A-mewitiernwe Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 U) NW Ld_ J z J Q Q = Q J -J _O W � N U U) Z O SEAL 01111 1► r i., ��\•�.�cEVS��.P� L • No 315 .� P • Srj7F_ OF.,, ir��A� � 1 T� P'' • •,�(` `ems SCALE VISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 04.2020 TITLE PROJECT NO. 50102357 SHEET NO. M "I 1 3 �7 5 E r) 0 ri 0- a 0 N N _O O Z U w w U Z JAUI J U 0 Q U U Z _I aU 0, Q 0 Lo rI N Lo co i2 N O0 O � N C) co i PROJECT NAME VA CLINIC SWPP / EROSION CONTROL PLAN PROJECT #: 50102357 FDEP PERMIT#: N/A SWFWMD PERMIT #: 43035165.002 1. DRAINAGE PATTERS (FLOW LINES): SEE PAVING, GRADING AND DRAINAGE 2. SLOPES: SEE PAVING, GRADING AND DRAINAGE AREA DISTURBED/ AREAS NOT TO BE DISTURBED: SEE DEMOLITION PLAN & PAVING, GRADING AND DRAINAGE 3. LOCATION AND DETAILS OF BMPS: SEE SWPPP (STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) SILT FENCES OR TURBIDITY BARRIERS AND NO- STRUCTURAL CONTROLS SUCH AS (BUT NOT LIMITED TO) ALUM SYSTEMS OR POLYCRLAMIDE) 4. LOCATION OF WETLANDS AND SURFACE WATERS N/A 5. LOCATION (LATITUDE AND LONGITUDE) OF ALL OUTFALL(S) TO EXISTING POND, OR SURFACE WATER PROPOSED POND (SEE SITE PLAN OTHER INFORMATION LOCATION (ADDRESS): EILAND BOULEVARD, ZEPHYRHILLS, FLORIDA 33542 DESCRIPTION OF CONSTRUCTION ACTIVITIES: CONSTRUCTION OF THE VA CLINIC AND THE ASSOCIATED PARKING LOT, UTILITIES, AND STORMWATER CONVEYANCE SYSTEM, IN ADDITION TO THE ACCESS ROAD AND BUILDING PADS FOR FUTURE DEVELOPMENT ON PARCELS 1 & 2 CONSTRUCTION SEQUENCE: EROSION PROTECTION INSTALLATION, DEMO/REMOVE EXISTING ITEMS AS SPECIFIED WITHIN CONSTRUCTION LIMITS, CONSTRUCTION OF PROPOSED IMPROVEMENTS. SOIL TYPES: SEE GEOTECHNICAL REPORT DEWATERING METHOD AND LOCATION: ANY DEWATERING REQUIRED BY CONTRACTOR IS TO BE PERMITTED BY THE APPROPRIATE AGENCY, DEWATERING FOR THE PROPOSED POND IS PERMITTED THROUGH SFWMD. BMPS (DESCRIPTION): SEE THIS SHEET PERMANENT STABILIZATION (DESCRIPTION): SEE SWPPP & PAVING, GRADING AND DRAINAGE PERMANENT STORMWATER MANAGEMENT CONTROL (DESCRIPTION): SEE PAVING, GRADING AND DRAINAGE POTENTIAL POLLUTANTS DURING CONSTRUCTION: SEE GRADING PLAN INSPECTIONS: CONSTRUCTION SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY AND AFTER EACH RAINFALL GREATER THAN 0.5". AN RAIN GAUGE WILL BE ONSITE TO MEASURE THE RAINFALL AMOUNTS ADDITIONAL NOTES CONTRACTOR IS RESPONSIBLE FOR INSTALLING ANY ADDITIONAL EROSION CONTROL IF IT BECOMES NECESSARY TO MEET STATE AND LOCALSTANDARDS OPERATOR AND/OR RESPONSIBLE AUTHORITY: ISLAND 301, LLC CONTRACTOR: B.R.W. CONTRACTING, INC. CONTRACTOR CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT TO SECTION 403.0885, FLORIDA STATUTES, THAT AUTHORIZES THE STORMWATER DISCHARGES ASSOCIATED WITH THE ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNATURE OWNER NAME OWNER TELEPHONE SITE ADDRESS CITY STATE, ZIP PRINTED NAME & TITLE OWNER ADDRESS DATE 2x4 WOOD POSTS ORANGE POLYETHYLENE I, 6-W MAX. FENCE OR TWO ROWS OF il TAPE 0 0 0 . 0 0 0 0 00 04 4 a 0 ., ., 0 0 04 . oa oa as .. 00 O O OQ O O a0 00 O O 0 0. . 0 . 0 4 00 o as a oo a o0 0 40 00 O 00 00 O 00 40 0..... O O O 00 O 4 O O 00 0 0 0 0 0 0 0 10' -0" MIN BETWEEN TRUNKAND BARRICADE BARRICADES PLACED AT TREE DRIP LINE �- SEE NOTES THIS SHEET TREE BARRICADES ARE REQUIRED AROUND ALL TREES WHICH HAVE BEEN DESIGNATED ON THE SITE TO BE RETAINED AND PROTECTED. PRIOR TO ANY CLEARING OR CONSTRUCTION ACTIVITY OCCURRING ON THE SITE, TREE BARRICADES SHALL BE CONSTRUCTED BY THE CONTRACTOR AND APPROVED BY THE CITY. TREE PROTECTION DETAIL N.T.S. TREE PROTECTION REQUIREMENTS 1. PROTECT DESIGNATED EXISTING TREES SCHEDULED TO REMAIN AGAINST: • UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS • SKINNING AND BRUISING OF BARK • SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION OR EXCAVATION MATERIALS WITHIN DRIP -LINE • EXCESS FOOT OR VEHICULAR TRAFFIC • PARKING VEHICLES WITHIN DRIP -LINE • TRENCHING 2. ERECT TEMPORARY WOODEN BARRICADES AS SHOWN ON THIS SHEET (PLAN & DETAIL). BEFORE COMMENCEMENT OF ANY SITE CLEARING, GRADING, OR CONSTRUCTION. FENCE TO BE 4' HIGH MINIMUM WIDTH 2 X 4 POST SET DEEP ENOUGH IN THE GROUND TO BE STABLE WITHOUT ADDITIONAL SUPPORT. HORIZONTAL FENCE SHALL BE ORANGE POLYETHYLENE FENCE OR TWO ROWS OF TAPE. ALL FENCING SHOULD BE AT MINIMUM PLACED AT POINTS NOT CLOSER THAN THE DRIP LINE OF ANY TREES AND SHALL FULLY ENCLOSE ALL TREES SCHEDULED TO REMAIN. NOTHING SHALL BE PLACED INSIDE OF PROTECTIVE BARRICADES INCLUDING BUT NOT LIMITED TO CONSTRUCTION MATERIAL, MACHINERY, CHEMICALS OR TEMPORARY SOIL DEPOSITS. WHEN PAVING, EXCAVATION OR HARDSCAPE MUST BE ONE WITHIN BARRICADES, BARRICADES SHALL BE MOVED BACK TO A SECONDARY LOCATION AT EDGE OF WORK. EXTRA CARE MUST BE TAKEN AT THIS TIME BY THE CONTRACTOR TO INSURE THAT NO DAMAGE TO THE TREE OCCURS. 3. PROVIDE WATER TO TREES AS REQUIRED TO MAINTAIN THEIR HEALTH DURING CONSTRUCTION WORK. 4. WHEN NECESSARY TO CUT ROOT OVER 1" DIAMETER OF TREES TO REMAIN, CUT MUST BE A CLEAN CUT. TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO PREVENT DRYING AND COVER WITH EARTH AS SOON AS POSSIBLE. 5. NO GRADE CHANGES ARE TO BE MADE WITHIN THE BARRICADES WITHOUT PRIOR APPROVAL OF THE MUNICIPALITY'S CURRENT PLANNING MANAGER OR HIS DESIGNATED REPRESENTATIVE. 6. NO ATTACHMENTS OR WIRES OTHER THAN THOSE OF A PROTECTIVE OR NON -DAMAGING NATURE SHALL BE ATTACHED TO ANY TREE. 7. INTERFERING BRANCHES MAY BE REMOVED BY A QUALIFIED ARBORIST AT THE DIRECTION OF THE OWNER OR HIS DESIGNATED REPRESENTATIVE. 8. REPAIR OR REPLACE TREES INDICATED TO REMAIN, WHICH ARE DAMAGED IN THE CONSTRUCTION OPERATIONS, IN A MANNER ACCEPTABLE TO THE OWNER. EMPLOY A QUALIFIED TREE SURGEON TO REPAIR MAJOR DAMAGES TO TREES AND SHRUBS, PROMPTLY, TO PREVENT PROGRESSIVE DETERIORATION CAUSED BY THE DAMAGE. 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF TREES DESTROYED OR SUBJECT TO MAJOR DAMAGE BEYOND REPAIR AS DETERMINED BY THE MUNICIPALITY'S CURRENT PLANNING MANAGER AND SHALL BE REPLACED BEFORE OCCUPANCY UNLESS REMOVAL HAS BEEN PERMITTED BY THE MUNICIPALITY. IF TREES ARE HARMED THROUGH LACK OF PROTECTION OR THROUGH NEGLIGENCE ON THE PART OF THE CONTRACTOR, THE CONTRACTOR SHALL BEAR THE BURDEN OF COST OF REPAIR OR REPLACEMENT. 10. PROTECTIVE BARRIER ZONES SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS LANDSCAPE OPERATIONS BEGIN OR CONSTRUCTION IS COMPLETE, WHICH EVER OCCURS FIRST. 11. THE CONTRACTOR SHALL ENGAGE A QUALIFIED ARBORIST WHO HAS SUCCESSFULLY COMPLETED TREE PROTECTION AND TREE TRIMMING WITH FIVE YEARS OR MORE EXPERIENCE, TO PERFORM THE FOLLOWING WORK: • CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AS SHOWN ON DRAWINGS OR BY MEANS APPROVED BY THE OWNER'S REPRESENTATIVE. • CONTRACTOR TO CLEAN, PRUNE, AND SHAPE EDGES OF EXISTING VEGETATION AS DIRECTED BY OWNER'S REPRESENTATIVE. CREATE SMOOTH BED LINES AROUND EXISTING VEGETATION. • PERFORM INITIAL PRUNING OF BRANCHES AND STIMULATION OF ROOT GROWTH WHERE REMOVED TO ACCOMMODATE NEW CONSTRUCTION. • PERFORM TREE REPAIR WORK FOR DAMAGE INCURRED BY NEW CONSTRUCTION. • CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AND QUALITY) ANY AND ALL EXISTING PLANT MATERIAL DISTURBED OR DAMAGED BY PLANT REMOVAL, RELOCATION, AND/OR INSTALLATION WORK. • IF TREES ARE RELOCATED, CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION SYSTEM. PRINCIPLE POST POSITION OPTIONAL POST POSITION (CANTED 20° TOWARD FLOW) POST (OPTIONS: 2"x4" OR 2.5" (VERTICAL) POULTRY MESH OR MIN. DIA. WOOD; STEEL 1.33 LBS./FT. MIN.) TYPE A FENCE FABRIC 6 MAX. w FILTER FABRIC (IN CONFORMANCE WITH SILT FLOW 0 SEC.985 FDOT SPEC.) O m ♦ AV K � ELEVATION N � TYPE III SILT FENCE POST (OPTIONS: 2"x4" OR 2.5" MIN. DIA. WOOD; STEEL 1.33 OPTIONAL POST POSITION PRINCIPLE POST POSITION LBS./FT. MIN.) (VERTICAL) (CANTED 20° TOWARD FLOW) 10 MAX T ' POULTRY MESH (20 GAMIN.) POULTRY MESH OR W OR PEA FENCE FABRIC (INDEX TYPE A FENCE FABRIC a .�, NOA52 & SEC.966 FDOT SPEC.) FILTER FABRIC oe I .� 't FILTER FABRIC (IN CONFORMANCE SILT FLOW O -,-- � WITH SEC.985 FDOT SPEC.) TYPE IV SILT FENCE z s ELEVATION co SECTION FENCE POST 8'-0" DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATER C.-C. COURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. FABRIC NOTES: (3' WIDE) • FOR ADDITIONAL INFORMATION AND DETAILS, SEE FDOT NOTE: BOTTOM 1 FT. OF INDEX NO. 102. FABRIC EMBEDDED IN 6" • UNLESS SPECIFIED, HAY BARRIERS MAY BE USED IN LIEU TRENCH TAMPED IN PLACE. OF SILT FENCES. • ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO TO BE PLACED ADJACENT TO i��/� SECURE AND SUPPORT BARRIERS. WETLANDS BOUNDARY OR 6'\�• /� • ADDITIONAL FENCE LENGTHS MAY BE REQUIRED BY THE OPEN WATERS NOT6" COUNTY ENGINEER OR BY REGULATORY AGENCIES. PROTECTED BY DIKE. N EROSION CONTROL DETAIL N.T S. G DIVERSION RIDGE REQUIRED WHERE GRADE EXCEE.,DSS2% ...._._.......................__ S ROAD SUPPLY V WHEELS I MIN 8" THICK ✓Q%S- SECTION A -A FILTER FABRIC SPILLWAY CE, THODS TO BASIN 20' MIN ' ' DIVERSION RIDGE 20'R MIN. 50' MIN _I I_ PLAN TEMPORARY CONSTRUCTION ACCESS DETAIL N.T.S. STABILIZED CONSTRUCTION ENTRANCE 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET 3. THICKNESS - NOT LESS THAN SIX (6) INCHES 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:! SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHELLS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. FLOW FLOW IMENT-LADEN RUNOFF AS REQUIRED STORM WATER WITH LARGE PARTICLES REMOVED FLOW DRAIN INLET DEPTH BELOW TOP OF INLET MIN. V-MAX. 2' '�-MAX. SLOPE 2:1 WEEP HOLELARGER PARTICLES SETTLE OUT FOR DEWATERING SPECIFIC APPLICATION / THIS METHOD OF INLET • //\// PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIREABLE. e 'FLOW EXCAVATED INLET SEDIMENT TRAP N.T.S. MIN. 5' MIN. MIN. 18" (TYP.) GATHER EXC 2" X 4" WOOD FRAME AT CORNERS MAX. FRAME •r�'r•tq..l G`rIy, ........E..... Va. �rr4�4rrrp r...1 1...... rr►prrp�prr�rr•r:N!.•' . r •r r rr r •r rr�•i..�.iii............. r rp• �rr,•cpirr�r� r....;...............,,... r. p. ► rr`,-.fir �r �.iiiiiiiiiiiiiiiiii T MIN. DROP IWITH GRATE FABRIC EXTENDS 1' MIN. SILT FENCE INLET PROTECTION N.T.S. -2" x 2" STAKE Dewberry Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 0 W _ J L.L U) O z _ J = Q Q Q J J z _O W O I- W N W z tO V SEAL `,,����ll��l�� ♦% NPAD O A. �'•• q`•SyG i >f ; NO. 3, STq l 11a o� , SCALE REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 04.2020 SWPPP DETAILS PROJECT NO. 50102357 C-06 iz:a SHEET NO. it I, 5 C 11 0 G) 0 POND A TOP EL. = 87.50 (2.28 ac) BOTT. = 80.00 (1.45 ac) SHW. = 80.00 100 YR / 24 HR EL. = 86.01 �------------ r I r r rr ;--- iit' NOT INCLUDED I� 1 x i - - Dewberry Dewberry Engineers Inc. s 1000 North Ashley Drive 1 Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 z 0 SHEET C-09 & C-12 i � Q W W 1 11 1' xA _t; OUTPARCEL 2` (FUTURE COMMERCIAL USE) r o F r- to in LL LL A MEDICAL BUILDING 15,220 SF .; (FFE 90.4) I j �-"- SITE DATA BASED ON THE EXISTING ADJACENT ACCESSES, THE SITE HAS ALL 4 INSUFFICIENT FRONTAGE TO PROVIDE THE REQUIRED SPACING; J " 1. PARCEL NUMBER 03-26-21-0010-05000-0000 THEREFORE THE ENTRANCE IN LOCATED TO PROVIDE THE MAXIMUM 2. PROJECT LOCATION NORTHWEST CORNER OF EILAND BLVD & US 301 AVAILABLE SPACING FROM THE ADJACENT PROPERTIES. 3. EXISTING LAND USE VACANT 21. NO CONSTRUCTION ACTIVITY, EVEN A TEMPORARY ACCESS, IS ALLOWED • ' " 4. PROPOSED LAND USE MEDICAL CLINIC -301, UNLESS A FDOT TEMPORARY ACCESS PERMIT IS USING US { ` 5. EXISTING ZONING PLANNED UNIT DEVELOPMENT (PUD) v OBTAINED. i 6. EXISTING FUTURE LAND -USE MIXED -USE (MU) _ 7. CURRENT VEGETATION TREES AND GRASS SHEET C-08 & C-11 8. SOILS TAVARES, SPARR, ARREDONDO 9. FLOOD INFORMATION FEMA FIRM MAP NO. 12101CO289F (SETP. 26, 2014) I ZONE'X' &'AE' EL.86.2 & 86.4 10. SETBACKS j FRONT 25' SIDE 0' '�-- - REAR 30' e i € .. I 11. TOTAL PROJECT AREA 9.91 AC _1 12. EXISTING IMPERVIOUS 5,663.06 SF 13. PROPOSED IMPERVIOUS 93,371.29 SF (71.2%) BUILDING (MEDICAL CLINIC) 15,220 SF _ FAR 0.04 PARKING REQUIRED FOR MEDICAL OFFICE (1 SPACE PER 150 SF) LEGEND .. ____ .. ___... Z - - - VA CLINIC HAS 17,000 SF AND REQUIRES 114 PARKING SPACES. PARCEL BOUNDARY - - -� EILAN[ PROVIDED PARKING SPACES ON SITE 145 (INCLUDING 6 HANDICAP) CONSTRUCTION LIMITS 15. FIRE PROTECTION TO BE PROVIDED VIA FIRE HYDRANT 16. DUMPSTER PROVIDED ON SITE FOR REFUSE COLLECTION EXIST. SIDEWALK CONC. .,r......_... m�....._.....- yq ..,._. �,...,.,. •..�.a.w".ew""`.--^'ter ...m....< '�-m.,.. ,- �.�:..W,,..,.."^+....._....,.. .. ..,.....". _may , -• 17. POTABLE WATER PROVIDED BY CITY OF ZEPHYRHILLS UTILITIES `�'-w`~---------�---.-______-�----�--�'° �� •-----.�...a. PROP. SIDEWALK CONC. PAVEMENT e. / - 18. SANITARY SEWER PROVIDED BY CITY OF ZEPHYRHILLS UTILITIES PER FDOT INDEX 304 & 310 Q 6 19. NO BURNING ON SITE WITHOUT A PERMIT FROM THE FLORIDA PROP. LIGHT DUTY ASPHALT PAV. � DEPARTMENT OF FORESTRY 20. US 301 IS A CLASS 5 ROADWAY (45 MPH POSTED SPEED / 50 MPH DESIGN EXIST. ASPHALT PAVEMENTAQ SPEED), REQUIRES MIN. 245' SPACING TO ADJACENT CONNECTIONS. 0 'LU VJ I. J J U _ J CO 0 Z =o J O ® U Q < =° w LL o J � i N U :D U) z O U SEAL ,,o�e�ts':eoo �% NARDp J* • Ali'• 3 `s '• c _ 88 � p 1D SCALE et✓I�t� REVISIONS 1 1 PER FDOT COMMENTS 8/7/2020 NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 04.2020 TITLE OVERALL SITE PLAN PROJECT NO. 50102357 C-07 SHEET NO. 1 9 11 A ti F4 i It Dewberry Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 r) W \) LU W J z � Q Q = Qry J O z =J O LU N U Cn z O U SEAL `,,�iirrroe %, C ty �lyL 1588 - i r; • F ' SCAL 0' 10, 20' 40' REVISIONS 3 PER FDOT COMMENTS 8/7/2020 2 PER FDOT COMMENTS 2/8/2019 1 PER CITY COMMENTS 12/21/18 NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 04.2020 TITLE SITE PLAN PROJECT NO. C�08 SHEET NO. 50102357 1 9 q d C C :' c� 0 w �n 0o 0 I- M CD 0 r- Z U U F— W LU 2 U Z U� J_ U d U U Z j LI M M N a7 O � r i� LO �a Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL.C.A. 00008794 •� J U U) � r CY)o 0 =0 R z Q LLU-1 �.jWA PR130 4f ,� ���5••...o•• i 10Elb o .• it �• No, g1�� r��v p• � 00 r * � e AL SCALE P I E F MM�5 REVISIONS 3 PER FDOT COMMENTS 8/7/2020 2 PER FDOT COMMENTS 2/8/2019 1 PER CITY COMMENTS 12/21/18 DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 TITLE I TE PLAN PROJECT NO. 50102357 SHEET NO. 1 �J 1 7 q d � L C :. Nk c� 0 IL Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 U) I.0 J J z Z =o J � J 0� 13- z <1 =® W LL U > N 0 E- U) Z 0 0 SEAL ,%% c' 31688 oo 1*47= of 10,0.i REVISIONS 3 PER FDOT COMMENTS 8/7/2020 2 PER FDOT COMMENTS 2/8/2019 1 PER CITY COMMENTS 12/21/18 NO. DESCRIPTION DATE DRAWN BY, AH APPROVED BY RM CHECKED BY CA DATE 09/2018 TITLE SITE PLAN PROJECT NO. 50102357 E`1:r:01:1119,11 C Ed O Z U U) LU W W 9 U z J n U� r It Dewberry Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 W y\J W U 0� U J J Z =o Z Q J CL ?- p U Z=J Q W U- O �- i N U ry Z O U SEAL llil/ q ®M ' • NO. 3158g ° :� °• ST,q OF° SCALE REVISIONS 2 PER FDOT COMMENTS 2/8/2019 1 PER CITY COMMENTS 12/21/18 NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM. CHECKED BY CA DATE 09/2018 TITLE PAVING, GRADING AND DRAINAGE PROJECT NO. 50102357 SHEET NO. C-i 1 1 7 11 C I C C It Dewberry Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL.C.A.00008794 W `) U-1 PP o.J .J J z J z � J r � = - - z =-j U) LU �' N I-- U) z 0 C) SEAL .� RD 0 M �, c E IVs • No 31588 '. T `E . �. • �� 40 P •• ••• s A� E 7� X-1142 of 10,0-0 REVISIONS 2 PER FDOT COMMENTS 2/812019 1 PER CITY COMMENTS 12/21/18 NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 TITLE PAVING, GRADING AND PROJECT NO. 50102357 r� SHEET NO. 1 9 q a 4 C I 11 Dewberry Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 0 w w U J U J ry z Z — =o _ M J U � ry Z z Q Q =° WL O (n > N ry (n Z O U SEAL `,��plflli��,, • S� ;• No. 31588 T,, O F • �'.; SCALE REVISIONS 2 PER FDOT COMMENTS 2/8/2019 1 PER CITY COMMENTS 12/21/18 NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 TITLE PAVING, GRADING AND DRAINAGE PROJECT NO. 50102357 SHEET NO. C-1 3 1 7 1z A 9 F1 C0 C 0 z J a. J_ It Dewberry Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 J J U — U) U z J =o U =o z J Q CL W LL W i N o w�•••�,�CEI�r'S' ••'9�': No. 31588 : s y • 00 � � • • ma�y, • � V • SCALE REVISIONS 0 W U) W�// W z J z O U H U) z O U NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 UTILITY PLAN PROJECT NO. 50102357 C-1 4 SHEET NO. C 10 A i ti a: Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 Uj U) I..I..I U ry � J C) J Z � ® _ ® J M �, _ E W C/) N t) Z 0 SEAL ,%%%%. p D O M No. 31.588 r - r i OF I • � �070 S ALE REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 TITLE UTILITY PLAN PROJECT NO. 50102357 SHEET NO. 1 7 q d F C C C C M N O It Dewberry Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. CA. 00008794 J J U J C o J _ < z d __j w U' U) N LLI U) NW orf z J O F- CU Z) ry I— U) z O SEAL ,,����i�rrii♦ 4'• • �' C Ftv315 88 era a ® . �` F of 40 MIC111, I ho/io of 10,040 IONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 TITLE UTILITY PLAN PROJECT NO. 50102357 SHEET NO. ■ C U4 C K 2- EL E 00a �Lc N Vro El c o� N C r 6 '( 2 3 4 5 PAVEMENT EDGE/ PARKING AREA On Ramps That Are Perpendicular With The Curb Line, SIDEWALK The Dome Pattern Shall Be In -Line With The Direction Of CONCRETE FILLED CONCRETE FILLED CONCRETE FILLED 1.6" Min. Travel. On Ramps Intersecting Curbs On A Radius, The POST W/ 2" DOME POST W/ 2" DOME Dome Pattern Shall Be In -Line With The Direction Of POST W/ 2" DOME 5' o/C (TYP> < 2 2.4 Max Travel To The Extent Practical. 3' CLEAR FIN. GRADE Edge of Detectable 6"fTl SCH.40 STEEL PIPE ++++++ ' (MIN.) (SEE PLAN) 1/2" AWAY FROM SEE PLAN Warning FILLED WITH CONCRETE 3" WIDE WHITE 2 OOL/. ASPHALT EDGE AND SET IN BASE. REFLECTIVE TAPE o (PAINT OSHA YELLOW, 6 o SAFETY YELLOW ++++++ M N in. v MILS THICK) v PAINT 4" a 4• 4 VI 1.4" Max. " 6"!^6 SCH.40 STEEL PIPE 0.2 0.02 PAINTED SAFETY Q:...::::::::::::::::::::::::::::::::::::::::::: O YELLOW ABOVE GRADE TYPICAL SPACING IN PEDESTRIAN / BICYCLIST a .............................Truncated Dome Integral Dome PROTECTED AREAS. SEE PLANS FOR ALL ����j��� w 2" w RIGID FLEXIBLE OTHER PLACEMENT. a a $ a GRADE a PAVEMENT PAVEMENT BOLLARD SPACING ��/ ���\ _ O O - ALTERNATIVE TOP DETAIL / `/ o, - a �'..�. , ; ' 7� NTS \ \ r v COMPACTED SUBGRADE 5 a �ti, .;� <lf 4' !/� f `�' RIGID PAVEMENT NTS SEE JOINT DE JOINT DETAIL r N Fi i 0 0 The top width of the dome shall be a minimum of 50% JOINT SEAL 3,500 P.S.I CONCRETE and a maximum of 65% of the base diameter. -/ 44 ! w SURFACE ON PAVEMENT TO BE 0 /a CHAFER Ya' BELOW LIP OF CONCRETE. O O TRUNCATED DOME X> z OR RADIUS ! RIGID PAVEMENT "CHAFER FLUSHSIDEWALK DETAIL OLLARD OR RADIUS TE ONCRETE NTS Base -to -base spacing shall be 0.65" minimum between domes. ' �'% UNDATION 2" EXPANSION JOINT BOLLARD AND PREFORMED CONCRETE BASE PLAN VIEW ' JOINT FILLER CONCRT CONCRET FOUNDATION FOUNDATION ' �• M:j FOUNDATIOPk / All sidewalk Curb Ramps Shall Have Detectable Warning Surfaces That Extend The Full Width BOLLARD DETAIL BOLLARD DETAIL FOUNDATION JOINT DETAIL Of The Ramp And In The Direction Of Travel 24 Inches (610 mm) From The Back Of Curb. UNPAVED LOCATIONS NETS PAVED LOCATIONS NETS RIGID PAVEMENT NTS FOUNDATION JOINT DETAIL / CURB RAMP DETECTABLE WARNING DETAIL FLEXIBLE PAVEMENT NTS PER FDOT INDEX 522-002 QQQ Q Q Q A 1 18 \ 24 30 36 B i .375 C j 6 D! 6 C E I ° j F 7.75..... 1 125 i 15 "11111111+0 .625 8 80 1 4 .75 10 12 10 C 12 C 5 6 IF Ie 1 48 .875 1.25 16 16 G I 8 20 � l A 1.5" FOOT TYPE S-I ASPHALTIC WEARING SURFACE. n 2" TYPE SP STRUCTURAL COURSE (TRAFFIC C) 1 A _ --_ __._ .__. .. 1 ._.p -S Ra ti earn I g 6" CRUSHED CONCRETE, OR SOIL CEMENT BASE 98% E OPTIONAL BASE GROUP 9 1-05 rebar continuous o MODIFIED PROCTOR MAXIMUM DRY DENSITY, O 10" LIMEROCK OR 6" TYPE B-12.5 _ (AASHTO T-180) LBR OF AT LEAST 100. COLORS: LEGEND - WHITE (RETROREFLECTIVE) _ " - BACKGROUND - RED (RETROREFLECTIVE) 1 r Y 12� ate I fl 9 I 1 cier�r��ce rrasa�. 1-1 1 � 1 `- $" dla, Sieai boflarda 1 ` i O 12" SUBBASE STABILIZED TO MINIMUM 98% F ( ) OF O 12" TYPE B STABILIZATION MINIMUM LBR = 40 ! 1 m conc. Filled (typ) 1 THE MODIFIED PROCTOR (AASHTO T-180) TO YIELD A MINIMUM LBR = 40. 1-#5 at #° center I y a in ' I I (typ') LIGHT DUTY HEAVY DUTY 4$ ---- ---- �� -- 1 12 Max IGrade r- 1 clearance min. A (DIDi t#' NOTE: BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK i i 6'OF CURB AND SUB -BASE SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE. I I awing gate (tw.) 8" 34t}0 p.a,l, concrete Slab with I fiber meshreinlorcIng - FLEXIBLE PAVEMENT CONSTRUCTION STOP 'Reduce spacing 40v" din' I (� -� „_ _ _.S I B"x 16` concrete Ming monolithic, min 6" thickness, t I _ ( w/ 2- #5 rebor (typ.) s"xe'/ lOY10 W.W.F, 2,_0„RM drop . T.S. Pica hale (typ.) B.s° f N.T:S I lens, I 9.5/ . 2"70 jMAW q 5 I n KI I V I , CITY Or ZZPKYRNILLS, PLfiiI PUBLIC WORKS ADMIMISTRA ION O 5" TYPE 1 PORTLAND CEMENT CONCRETE O 7" TYPE 1 PORTLAND CEMENT CONCRETE WITH A 4000 PSI COMPRESSIVE STRENGTH WITH A 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WHEN TESTED ACCORDING TO AT 28 DAYS WHEN TESTED ACCORDING TO s 3. ♦1 \ 1 " 3. 5" \/ III eroUMPSTER thkie ax► KNIz URA I ce a ram,£ a 1 S'D I �/' (� j 1 ASTM C-39. 12' X 12' CONTROL JOINT ASTM C-39. 12' X 12' CONTROL JOINT '. ! J SPACING W/ MIN, 1-1/2" SAWCUT DEPTH. SPACING W1 MIN. 1-1/2" SAWCUT DEPTH. I i . ► R3-51i R5-2 O 24" MIN. CLEAN, FINE SAND SUBGRADE WITH LESS O 24" MIN. CLEAN, FINE SAND SUBGRADE WITH LESS FT 2'-6" 06 3.5" I 17" 3.5" THAN 10% PASSING A NO.200 SIEVE, COMPACTED THAN 10% PASSING A NO. 200 SIEVE, COMPACTED 2' X 2`-6" s CITY Y O C Z E P H V p H I L LS D 1 p II p ST E® ENCLOSURE 1V C 1 OS 11 p E TO AT LEAST 98% OF THE MODIFIED PROCTOR TO AT LEAST 98% OF THE MODIFIED PROCTOR 3" Radii /e' Border (Right urn for lr 1 1- C I- t-1 1 I� 1 l �7 LJ tJ V� f_ L7 C I� G 1 Vy L �71J R G MAXIMUM DRY DENSITY. MAXIMUM DRY DENSITY. 5" Series D legend (Right Turn Arrow) White Background LIGHT DUTY HEAVY DUTY NOTES: FTP-20-06 & 1' FTP-22-06 EXPANSION JOINT 1. DIMENSIONS ARE TO THE CENTERLINE OF THE WHITE LINES RAISED 1/2" FIBERBOARD FILLER 2. THESE ARE CRITERIA FOR PAVEMENT MARKINGS ONLY, NOT RAMP RAMP .. RAISED SIDEWALK -,. FLUSH SIDEWALK SIDEWALK NOTE: CONTRACTOR SHALL COMPLY WITH PASCO COUNTY SPECIFICATIONS, AND DESIGN SIDEWALK AND CURB RAMP LOCATIONS. FOR SIDEWALK AND +� DATA AND RECOMMENDATION OF THE FCPA "DESIGN AND CONSTRUCTION OF CONCRETE RAMP LOCATIONS REFER TO PLANS. :: PAVEMENT MANUAL" FOR CONCRETE PAVEMENT JOINT SPACING. THIS IS TO INCLUDE 3. TINT BLUE PAVEMENT MARKINGS TO MATCH COLOR 15180 OF N ® ® PAVEMENT EDGE/ ° CONTROUCONSTRUCTION, CONTRACTION AND ISOLATION JOINTS. FEDERAL STANDARDS 595z. SIDEWALK PARKING AREA 4. MOUNT FTP-22-06 SIGN BELOW THE FTP-20-06 SIGN. wHEeIGRETE7""""""""" STOP (3> 6" WHITE o RIGID PAVEMENT CONSTRUCTION 5. SIGN TO BE PLACED 1 BEHIND BACK OF CURB. IF SIDEWALK f- IS ATTACHED, SIGN TO BE PLACED V BEHIND BACK OF J SIDEWALK. s" WHITE Q UO SUB -GRADE SOILS MUST BE DENSIFIED TO AT LEAST 98% OF MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY J TO A DEPTH OF AT LEAST 2 FT. PRIOR TO PLACEMENT OF CONCRETE. r r (SEE PLAN) WHERE CONCRETE PAVEMENT IS CONSTRUCTED ALL CURBING ADJACENT TO IT SHALL BE INTEGRAL CURB. 2" RAD. CONCRETE PAVEMENT SHOULD BE CONSTRUCTED ONLY OVER STABLE AND SMOOTH COMPACTED SUBGRADES. N 2.00% MAX. ANY SURFACE DISTURBANCES OR WHEEL RUTTING SHOULD BE PREPARED PRIOR TO PLACEMENT OF CONCRETE. LOCAL LOCAL _� THE SUBGRADE SHOULD BE THOROUGHLY WETTED IMMEDIATELY PRIOR TO THE PLACEMENT OF CONCRETE TO STD. 12' 12' 12' 5' STD. MINIMIZE ABSORPTION OF MOISTURE FROM THE CONCRETE DURING CURING. FIN. GRADE CONCRETE PAVEMENT THICKNESS SHOULD BE UNIFORM THROUGHOUT, WITH THE EXCEPTION OF CURBING OR PARKING BY 4„ d SEE PLAN THICKENED EDGES. HANDICAP SIGN DISABLED 6" (FTP-20-06 FDOT PERMIT 2„ w ILL!LU INDEX 700-102) ONLY s J -�� I-.-- m 6 m REINFORCEMENT 6, SUPPLEMENTAL SIGN 6' 2 �-- \ AS -BUILT REQUIREMENTS FINE 2�, ��- 6„ " 2" 6" X 6" 10 WWF � � / FTP-22-06 FDOT 6" : 5 6 ( 2 MAX 0�. INDEX 700-102) 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COMPACTED SUBGRADE \ �\ COVER/GRATE AS WELL AS OTHER STRUCTURES o // r � (HEADWALLS, CONTROL STRUCTURES, WEIRS, AND SKIMMERS, ETC.) o j 2. INVERT ELEVATIONS OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES N 3,000 P.S.I CONCRETE 3. ACTUAL GRADE OF THE PIPE BETWEEN STRUCTURES • z = s = �j �� ��j���j���j���j���j/�,4. INVERTS OF ALL MITERED END SECTIONS i 0 6" CO m 6" 5. INVERT ELEVATION AND 2 HORIZONTAL TIES FROM FINISHED GRADE ° 2" 2� - I PERMANENT VISIBLE OBJECTS TO ALL STORM STUBOUTS 5' 6. MEET CITY OF ZEPHYRHILLS REQUIREMENTS PER CODE. Knowwhat'sbelow. HANDICAP PARKING SIGN NOTE: Ca» before you dig. NTS TURNDOWN SIDEWALK DETAIL CONTRACTOR TO REFER TO LATEST FDOT DESIGN STANDARDS FOR PAVEMENT MARKING FOR HANDICAP PARKING NTS ALL DRAINAGE STRUCTURES. NTS Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. G.A. 00008794 J J V U) r 7� Z J (11) ® J 0 L.L. =O Q Q 0- LL. J > N SEAL 4f `Vo�Yj'9 ®' 31588 .� = ,� r • wr SCALE' i 1 r< 1►%�♦ REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 TITLE GENERAL DETAILS PROJECT NO. 50102357 SHEET NO. 1 1 2 3 4 1 5 14 C r L.J () 0 UD _J Q ui W 0 0 Z_ o 9 00 LL0 M N _o CD LO U) Z U U) H W W = 9 U_ Z JAU Qi J U 0 U U_ Z 9r I Lin 9 co N O C) Clips Per mrrtod On Y-0Fran u ' ,eO Or Va., ess"' i'tido Letter Typt stable Shall Inch. JLP5TABIF 0n Coy Pi Ck Up Help Logo ��-���� s :;rat.= _ 3/4 " / _ _ - _ a,, TOP VIEW �j - TOP VIEW TOP VIEW FOP view �I �/ 1'�' }....... ..._ _ _� 2 Raised Or DC ,, d pre ldenr,ficat,on Letter j T a' Ler0" 3/4 " L / I J -I -I- vz ^ - I _ 518, z a o 3'-o a r -----112" I a,'I h --- �I pl `Ceti: 7t" /; •• •3 �FDar t I i i^, ,I r - l - 1 - 7r ni of �I "� ,� / I. �i i I n" rvl i 1 "I % � \ �j I I 3 1 L 5 :, I / B w -1 r, / - - I T Ident'd 01 De ressed SECTION WALL SECTION SECTION n O !O WALL SECTION SECi'!ON % fdenfifi[afinn FJumber For Manholes Far Curb Inlets Types 1. 1, 3, & 4 For Curb Inlets TypcS 7 b 8 Lovers With And W that+! bar TYPE 1 TYPE II shad Bear The same Product / - -� TYPE Ill rocnufitaton RII `. ibsa aD - L - var;a5 BOTTOM VIEW T_D.. �. �__.�.T,T.- £I \ \ _� r of 16 ���ti I 2i Fever. Nonskid 5urfare Aga�hh' � -_ _ 1I3_ V 11 314" ,2 M1 �n , 4 /I I !l ir'�- Ri6s 0 canal .' I C.I,t-3• Min.' Includes Type 1 Ad table II 1' R 3ra - ,78 :, Adjustable Section NOTES (FRAMES, AND COVET, 0 Mi_ _ 0.087 M 1. The standard rover i to h used fir all frames Typ, 1 If, If[ and the fir; f() 2-pi ece and 's the place„err cover far H previous frames with I% be p t. (tY ffl type. The IRS - cover ( , ff ( type) 19,74 �_ Rnadwa,l r it' n g f ,d n. r n 7rzr rn. pr Pnf m err r q l f d t, I. t.11 t' at f +e with % deep t t V tf d Pick UP HoIC, 2 Use the 2-0" unless the e pee -U - is _ailed to, nit the plans, ! exuep! t - !eC - a t,/ r„arlhole, will s use the 2-p,ere cover _ _-Awi wl,,, Ile sump JePlh exiled, 2, ell s,P UI"/,(el,wi,e ruled ' ,i I 7' -10 1116" ^ L-- .- .._.- I 1 OFSfGNER F10TE: ' _--..__.__.. .__..____ _. ForUse With ] es II And T , h 3 1. � .-` -f 1 Consider using the 2-Piece cover where tleprhs exceed 5' and mawal er!try dines with 3' 0" Opening - ---- Front View may be regtd,r d for cfe Mg Cleariv ,core the requirement fora 2-piece 1 TYPE 1 ADJUSTABLE cover, on the Drainage str' 11- sheets in the plans. 2-PIECE COVER 2-PIECE COVER LAST DESCRIPTION: REVISION N DOT FY 2019-20 SUPPLEMENTARY DETAILS FOR INDEX SHEETl1/01/17 -.SW -' STANDARD PLANS MANHOLES AND INLETS F 25-001 1 of 5 WEIGHT OF CASTINGS (in) -_.. _ 'OPENING 3 OPE_NING Fr arne . _[ - - Pln[c Cover Type Frame _ Cover (Std) I Frame I- - Instil' C7 ,,,de Tntol 1 _ `- I55 - 190 2Z0 19G 220 -__ ___-_J_ .-_ -... 410 .._..___ It 145 190 255 190 220 410 Ill 90 190 1Aa 190 I 770 410 EXAMPLE TABLE OF EQUIVALENT STEEL AREA GRADE 60 F UIVALENT GRADE 40 EQUIVALENT 65 KSI SMOOTH EQUIVALENT 70 KSf DEFORMED REINFORCING BAR REINFORCING BAR WELDED WIRE REINFORCEMENT WELDED WIRE REINFORCEMENT SCfifDULF Steel Min. SEee/ Min, Steel Man. Steel Be, sise & Spacing Area Bar Size & Spacing Area Style OCsi9na[ian Area Style Designation Area 0n1110 (,rrlft) (in'1ft) UW110 # 4V; Cfrs 7' .3' 114.6xW4.6 rx, D.f 3xn4-3 A 3 (': Gfe Cfrs. a,F20 #4 ,8' Ctrs. 030 4 4 962xW62 01646 , x4" D57x D5.7 01714 #4 @ 11' Cl r.s #5 if, 12" Ctrs G x6 .Y9.2x W92 C'x6 D8bxD8.6 93 OF 3F"' Ctrs. rx.F W5.5x W5.5 x3' DS JrD5.J B #3 @h 'rrs. 0.24 #4 (I, 6/' Ctrs . 0.36 4 x4- VJ7,axW7.4 D22/5 4 a'4 DCe.9x 06.4 0.2057 #4 Ill I O Ctrs. #5 C, 10 Ctrs. 6x6- W11.JxW11.I 6x6"DJn3,DI03 13 ,g, 5 Crrs.. #3 C' 3' Cfrs. 3', W62x'WE2 3x3 D57,,D5.T SpeciJ! 1 #4 C§ 1 Ltr;. 0.267 #4 Cl ,� C(ri 0.40 4 x4' W82x W8,2 0,2465 4 '4' D76xD7.0 02289 #.5r 9 Ctrs. 6x6-Mr12.3.xLY17.3 6x6"-Dr1.4x01 LA 4c3 {^ lh C s 04 @ 4 Ctrs. 3x7-WB 5xVIR.S 3' 3"-D7_9x0i.9 r t4 to 6h Ct's 0.37 e5 0 01 Ct 0.555 4 x4. 4'111.•1x'e'11 V4 0.34/i 1 - i DIO-6xDI0.6 0.7171 #5 ,. rD C[,s #6,I 9r Ctrs 6'xU' Wl7 ]xW 17.1 G k6 015.9x015.9 34 @ 4y Ctrs #4 6P 3" Ctrs 3x3 .Y122xV112.2 , x3 D114x0114 S( Ctrs 0.53 #5C / Ctrs 0.795 4X4'Y✓163xV1763 0.4897 4'x4"D75.IxDli.1 0.4543 #6 CI 20 Ctrs 46 C 6 r Ctrs b x6 W245404.5 6x6 D227xD22.7 #4 1,61 3' Ctrs, #5 (y, 3 5" Cts 3x3 Wh6.BxWI6.8 3'x3 DIs6x015.6 f 1l5 Cd 5' Ctrs, 0.73 #6 Cl 0,Ctrs, 1U95 4 x4 cV22.5,,VI225 0.6738 4 x4" D209xD20.9 0,6257 #6 ok 7 Cfrs. 4) a . I r s. r`64 - 3 - d' - b 5 W. '../x l33.I 3v0 b S'tJ31. 137.? #S To Ctrs. (a #6 ?'Crrs. Co) i 7 W74.5,W24. 5 T D.2-7xD22.7 7'" 2 F #6 O 5 Ctrs. 1.06 #7 (a 4h Ctrs 159 4 xi" V132. 6r11132.6 0.9785 4 x4' D30.3xD30.3 0.9086 #7 Ld 7" Ctrs. #8 @ 0" Ctrs. G xG" W48.9„11148.9 1"xV-D45.4xD45.4 As ,1 3' Ctrs. 3'x3" V✓28-6xW28-G 3 D266xD26.6 Special 2 #6 Ll 4• Ctrs 1.24 #7 to 4' Cfrs 4 x4" W38.2,,038.2 1.1446 4'x4D354,O35.4 1.0629 C #7 , 5% Ctrs #8 0 5" CC-1.86 ,B 6x6-W57.2lP5T2 6'x6" D53 ,,D53.1 #6 n 34" GlfS. CP #7 a, 3' CCr S. C 3x3 W33.]xd'133.] 3x3" U3I.3;rU3r.3 G #7 LN, 5' Crr S. 1.46 46 C' 4" Ctrs. 2'19 4 x4-W44..9 W44.9 1,3477 4' x4' D41.7xD41.7 1.25)a GENERAL NOTES 7 Fnr sy,ral, or retramqutar pr ,r,,t drainage srnrtur-. using either deformed nr Bandit, WWR mPe'Ing the ,Pq,ii -e,r t Spe Ff NOn Ser ion - , WWR short he ,be, sous around the box and lapped in arrbrdanre .fill Option I or 3 as shown in the Wall Rehrn-mg Splice Details. 2 Harizonf I steel in the walls of ,ectargufJr structures 'hall be lap spliced ,n accordance with Option 1 1 or 3 -s shmvn in the Wall Reinforcing s, I ce Details. 3 Welding l PI d taps I> porn att d The 4 f and _I l placer, on weld' y AA'Hf0 M 5J sh,ii dpllly 4 Reber st ghl e tl nbednlent of pet P/ - I tern! 'e r . '/ be d 't I1eu of AC( 5teralald tracks to, top and bottom slab, except .),a,: t k or o ache.d,1111, called Im ,n tire 11 t- 0t ! d. w, l S. Concrete 'ed -in A5TM C478, (4000 psi) may Or, Pit in 111j, of C ass 11 ,,. ere m p-ast items ,nanufatt red ,n man" which .-I the lel.kersmarlts I, arrdrdadre with 50 rrfita.ion 5,10- 449- Q. P, ccast opening for pipe ,h.11 be the pipe OD plus 6" (- 2 tdlera,Ce) Ma tar used to seal the oust: into the opening will be OF such a ,,is that shriockgo will t cau,e leakage into or out of the strutter, Dry pack mortar n,uy be t Cd ;n lilt, of brick and mortar 711-thm -to 1,11 Opening, led, than 2J d / Fat pay t P p" It" t f "I U ( t f ,rle if a tlrair-ye sflucl rs ore greater lhar17U leer shall be cumpun tetl usiuF' A. the elevatio t o1 the inn ill tit anbnle us, B, the grate Ptevar l on or the thenretral qurter grade elevat,nrl Of An inlet, o C. I'he outmae top elevation of a Junction box less the flow line elevation of the lowest pipe Or to top of Sump floor. LAST o OE5CRIFTION: G FY 2019-ZO REVISION 4 FDOTj u/01117 a .-M STANDARD PLANS NOTES FOR PRECAST OPTIONS AND EQUIVALENT REINFORCEMENT SUBSTITUTION 1 U I !s for optional l era t inlet con Du tion up to depths nI IS m' ,hu'wn Ot e Inlet indo yes. 2 When Precast units are used r, conjunction with Alt.'B' St -tell Bof[ans, Index 425-010, the intei to, dimensions of an Aft. e Button, can be adjusted to roffe.ct these inlet rotor;., dr nP s or s 3 Concrete which mentS the cien[s of ASTM C478 or Class IV must be used for p, ecest ,zrldure, n - I .rctea with 5 Noll or stab thlcn'ness 9 Reinforcement can be either deforn,od bar reinforcement or welded wCrnf [ Be: e...to,, en en! d.he, Ili 60 a, be used, Jun-Ir only Iwo ki-01,at, ,e 9 d G,ade 40 and Grade CO smooth waided - e r1huoll-Int, wilt be ,ecnnn,zed as having 4 design sll,bolh of 65 Asti and defor,and welded wire remforcement Ocill be r1cd9mzcd having - design strength l .O k -' the area Of - fo - rent p ed hill, a ,,,,,,,I'd ', "' u'I ill, it,, r'Rvivalenf Steel Area Table Providedrt liars a ,' Spar-nns not n;.en, the steel area -ju-if -art be determined by the following equations Grade 40 Steel Area = A,40 - GO x A,60 40 Smooth Welded Wire Reinforcement Steel Area A G GO x A560 CS Deformed Welded Wire Pe'.forroment Steel Area ls70 fi0 x F,60 ]n When A ,courant are, ai r-totremeal is, ovided y n bar spar'ng shown most also be reduced as determined n the following a atfon. J ess otherwise ,hewn. Y 9 q Ml Glade 40 Bar Spacing = (i-de 60 Bar Spacing Me, Smooth Welded Wire Spa Grade 60 Bar Gearing x 0.8r Max. Deformed Welded Wire Spacing - Grade 6D Bar 5 a x 074 p g a clog When an ntr rile area of re,rforrirg is provided. then the maximum bar' spacing may be r,tr,a>ed by (he syudr,d ,air,,of llltl Paled ,Jell dr Nil but ,cut to ,Nl led 1,". Al-. bar Spacing Provided < Max bar Spectra Requh-ed St. ! A Pa P e.n 1� 1 folin. Steel Arc R q d) In an case 10 -.torr,,Pnt lyurn o-es smaller than W3.2 or D40pcums groaner than S' he permitted. Gal' reinforcement shall show the yield domgnat'on grade mark or 'the, the mmobe, 60 c, uI e (1) gin ad' P. e t b c pfa6le at the highervalue fY. r=1 _nalil not be- -h t. t,• 21- in lab tt 'Net ha --P- y 7r maxi11 c f ]7 or rhr Pe ? times theII th k. thop of 18" fo P rt,cal ball and 12 fall ho-ontal bars Wires ,,,aft athJ W 1 0 040 arc e ,!,Jlad "I 11,e walls of AST'M C 478 ruuncl structurebu corns : count) rr s l dr 5. Fiber reinforced toner bsubstituted l r 1 st - 1 t r ac convcnt,o a c c o o roman yn ",aid ;rc a well tire 51. ie Design U d I' Shelf ur awrnys - V deny to an approvedfiner r rnfor, d Cnn,re'r mix design must be submitted for Approval to the Stale Drainage Engineer. SUPPLEMENTARY DETAILS FOR I NDEX SHEET MANHOLES AND INLETS 425-007 4 of 5 DIMENSIONS AND QUANTITIES -4 See General note 5 See Shppt 5 For 3' Slab Quantities ■ Values shown for estimating pip, quantites am, are to„nta"Ah- Only. D X A B C E F G H s M N .5K,` CONCRETE SLAB fCY) 7 SODDING (SY) Single Double Triple Goan. Single Double Triple Pip Quad. Single -____ Pipe D ,ble - u Ppe Tr,ptP -._ Pipe Ouad _._ Pipe Pipe Pipe Pipe - Pipe Pipe - Pipe _-- Pipe /2 Sro➢e 7.q slope 15" 2-7" 3.92' 2.18' 4.70' 201g S' 7.22' ag 4.63 7.27, 979 12.37' 1.19, 0.38 058 0,77 0.96 21 24 27 30 16" 2 10' 1.97' 2.74' 4.7P 2-56' 6' IAP 3.W 4.92' 7.75' IO.SB' 13.42 1.21' 0.44 0.65 O.S7 Loci21 2:' 28_ 31 74-' 3a 3 5' 4 3 _- 2.06' 2.15 381' 4 95' S.91' 7. 10, J.56' 4 5b /' 8' 17;i 2 00 34 3 4 5.50' 6 03 8.9! 10 33' 1 .34` 1 53' 15.7Y 18,83' _ I./1' 1 29, U S4 0,66 08-4 1 09 I II 1 50 1. _ 19I 2q 2G l8 31 42 35 35 40 36" 57, 2-25 _-_ bide 83P 556 9 71 3( -_ 6.67' __ 11,75' .._. 1683 _77 F.92 73.P .-. 0.8E _� 1.8 ._.__ 195 251 28 _ 3d 39 45 42'_ C 0, 234 7.21' 9 q 6 6 70 24 3.4 729 1323 7 2r' 2525 1.38' 0.97 ]70 24 3.19 30 37 43 SP 48" 6'9" 2.43 8.33 1016' J56 17 265 3. 7.A3' 14.5$ 21.33" 28,08 1,42' 1.13 z.L'4 2.93 3.34 _ 32 3_9 47 _ 54 54" 617' 7' R' 8' 6" 2.57 2.62 9,44' 10.56' 17 96, 13.1$ 8561 9.Sb' I2 14' 83 3.00' _ 3.1' 4.4' 8.47 9.00' 16 OP 17.517 23.75' 26.00' 3147 3430' i 16, 1.50, !.?7 _ 1.51 2.,74 2.89 T58 4.28 4.72 566 34 36 42 45 57 55 59 64 fib' 9'S 2.71' 11.68' 34,39 I056' IS• 3./$ 4.q' 9.Sd )R.7� 279Z' =7.OR' 1.54' 1.6H 3.25 4,BI 6.43 3R 4H SH 6R 72' 101C 280 12,8a 15.60, 1156, 16, 30' 4.4' 10.15' 20.16' 30.15' 40. 16' 1.56' 1.89 3,74 5.59 7.45 40 51 02 73 B E S�725' D permitted to ailrnv an r f 0 standard antlard i e fermi h.s. inn , �, 10.40' ;`I0.10' U - p.r. till !o ,flew ,use nt ]T standard p pa IPngfh.s. '` Concrete slab shall be deepened ro form bridge across crown of pipe Sc•o section below. I9' 7 1.27 4,0 9 6 36 �G 4 03 8' >2' 7. 4 a 4'-` Z 7 n' _! 979' 1237 1Ia 057 087 715 1. 44 23 26 '9 32 18' T 7v 2.36 5.1T / 4$ - OS 5 9• 1.41• 4.0 4. 9l / 75' IJSS' ]3.42 121 Obb 099 I31 1.65 25 28 31 S -3a' J 3' 3 2.70 7$ � 925' 9 1 I105' 7.03 'e 903 7I' _._ 13 773 Oa 4.0 --.. 4.0 _ 5.50 E.0$ 897 - 7033 _ 1 33' Iq 58 15. 5 --- ]8.8 1.25'_ f.29' 085 ------ 110 7,30 f74 175 -- 239 2.2f1 -.__. 3.05 28 __.. 31 _2 _----- 36 36 _ 47 0 _. 46 3f" 51' ZA7 1731'- 117A 17.03 ., 75' 721' 4.0 fi 67' Ills' 16 A? 2i 97 T. ]-32 1,71 3fJA 3.96 3q 40 ]h 57 J2" 48.. G 0' b-9' 3.05 3.2Z 13 37' IS.43' 16.42 ]8.C5' 13 03 IS.U3 17' 15' 2 45' 2.85' 4.0 4.0' - 7.2i /.83 13.25' 14.58' I 25 21.33_ - 25.2 28.08' 1.38' 1,42' 1.58 1.85 2 7Fi 30 3 91 4.12 5.09 6.11 38 41 44 48 7 56 58 63 6a' e �6 3 356' 9 - 19.55' 20 SA 2 .l1' 1 0 1'J D3 71' 23' 183 3.00 .a 4a 8.a2 9'00 ] 08' 17.59 23 7" _ 26.00 37.42 34,50 7.46' 1.50' 2.14 _ 245 --7. .9. _ 4.66 5 77 687 -7-5 8 9.07 44 ¢7 51 - Sti 67 66 69 - -75 I'll 7- 91-Zl 10-D" 3.73 391' 21.62 23.68' 1 25.35' 27.59 21,03 23.03 25' 2T' 3.18' -3.3a 4.0' 4. U'-- 9.58 IU.16' 18, 75 20.16' 27.92" 3U.16' 37.0E 40.f6' 1.54' f.58' 2.88 3.54 5.54 6.81 8.18 9.87 10.84 ]3.13 49 52 59 83 69 74 80 85 "�Sud Sevelen Ur Round Corne,, t SI`,° -, - - �- -- -I _,,_Sod --' 1 Beveled Or Round Comers "'I '''' I I !Dear �I I I / i L I/ Est l ' - 4 ME.S � ill! _ � � II 1'I 1" - i �' I _ i' =ma c - I- /'I-" - ' I 14I I O �s a AES I \`� ///r,, `//-// i i E '! _�I _ sta.!Bfrset 1 !- J _L i st. slag. 3 0 sf' rl ick 3 i I -Y /y -.}--'j r{- -_ - .- __1 ___ ___ - _ _ _ __-- - i �� I RPIn gad with WWr r 6 wr.4xw14 1' sue �_- 1 I, / _-- ---G- ----I �Li i \ �, 5. TOP -VIEW SINGLE PIPE - - _ a_ - -- -- - -_ - �_ � - Sod `_-"�- - - I - - _ _ - _ SJnp, L'arr ( 'Slope.- ty M'_ To 4 Pipe For Pipes 18' And Smai(er. i ! \ i1- StaiOffset Location r D s>s 17 a P / "-a _- -" 1- F Pipes 24' And Large,. 1 -I I .ems f r J _ / D.-.P a alit J L--JP`m s L. --' y_ r ,t / _� _= ---_,- Ell c Of Pipe Far 59 Slab q C - / - 1:2 fr. er. 1u 4 Pilo, for Pipes 1B' and S,oaher, I:I Fu, Pipes 24" And Lar yen. _1--_-- I Cotter ate Slab, 3" Or 5% Thu k, ❑ 1� - _. _ - I _-, "' -- rn Ss _ ,4 lea �t J: W --_ L��. Rfinfdr cod With WWF 6xb-WI.4xW1.4 _y --- ---- -- ------ r-Sad -- -� - _ I o -Carrie-e Pipes ICom,er.pr � ' sine Dnrn mane s TOP -VIEW MULTIPLE PIPE _ Sad Ale , % �1 `' - L / z =I i- ida Prp_ Joint Pcn ItMd I #4 Gar 6 ( 5' Snd N07'E: See street 6 for Jetu115 and notes. �Un1es•. AAFraved By The Engineer 1t ■ r F :J For As " P,pe Culvert r (Pipe Re fnrfuded Under Unit- - - Price For Mitered Fed SPrtiml) SINGLE AND MULTIPLE ROUND CONCRETE PIPE SECTION LAST Ofscnl➢r1oN: FY 2019-20 INDEX SHEET REVISION n 1�� FDD r CROSS DRAIN MITERED RE AD END SECTION 11101127 W �-- ' STANDARD PLANS 430-021 1 of 6 Chan Cannection To prate ,_ Y,K' Chain & 91r cold Shuts- R'�" .dj -i nt or 7 M. (i Piece Inver) - - /- B - k Adjustment or Grade Amp P-noted / See Table for lengths when Grade Ring Per.mitred 3 Did. f2 Piece Cover) , - (hho a Nax. IT')-, 4" Min Embedment I % • . Cnarn;n9 Two G/arPs Together (Alin. 0"- Max- f2') - 6 1- - 2 D a II-P;cce Lover) _. t^ % ' Provide de Adequate Loop For ^ Concret Or -.-� : For Adhesive 6ondM Graf Pt st /' _.f_-I See kot 3 } 7 3 Ora. r2 Piece Covcrj Nt�L,_1111 Anchor Option EasyHandling--S +� L-J , i\ \• - / J 4--C-•- \+x 'ailed 10"D<dl[ -x-!rAeY OpLrnnal A_� Thrrknessf J Ura�-Risers r T� Tcngve &tre0veMLd Sha[frl _ V" U l U . J-IY➢ G - 1h 1 ,Inc, re all i 6' O, Join! ; o 'JotU' NrserJn NufNut Ar d �._ straighC EY b !f (Th Balr 0 ;pia RrsfY 3 Washer Uri sl,dighl Boo IJ [o!d Snur Aufle BU dP 1 A -I t fa.led SECTION 4 I Per f 1 r' n tic s L 1416 Using NUL,: see slab Devgn, Index 4z5-o1a BRICK OR CONCRETE PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE rope Hv AJh .. ) u PrPrastPr ocP TYPE 7 TYPE B Alma C. Prtr MANHOLE TOPS - Halt To I - hirds Wall Th;rkn... .. NOTE.- Whtrt Alterrare "� orate r5 Specified. two h n butt. nuts washe d coid huf5 shall be gafvamzed h accordance withSection-425 of the Standard Sp_cuf _a+ions. NOTES (TOPS) 1. NIbhole top Type 7 ,fas. ,hall be of Class 1I concrete - t- as Cost or d"Ic,ot and chain to be ,Included .entracl umI prate for ',lets- specified i„ ASTM C418 ma; be used fur pieca,l urns see'Genera, Typical Location EYEBOLT AND CHAIN REQUIREMENTS Index d Number Inlet T P E di e Bolts Len Length g Of Chain Handling & Remarks ] 1 7 a'!Y' Sid- &Spin 2 1 4' 0' Slide & Spin 425 0>=0 3 , 2 2 C',' 4. a' Slide & Spin 9 2 2 L' 4 0" 51I b Sp11 2 2r6, 4O' -- shile &Spin 425-03I NIA I I 7-$' SIN,, Or Slide & Sin, 425-032 NIA 1 & Sol,, N 425-04U 5 ___4-0" 1 4 a -Slide 5 & pin l.25-041 V I 11-11, 51 de & Stir 175-050 A 1 3' 0" SI,.e 425 051 6 I 1 5'-0" shad & so,,, -- C ( 1 2'-Ii" Slide & 5P;u 0 I 7 2'-Fi" Slide & Split 425-052 E I 2 2 0 1-6" slide & Spt, H 2 2 1 C Ff t .Gnat and Slide & 5 Single Free Grate p 0 .._._...... _......1 f I .-__--_..__ I l or 2 ail f 6" -..-_.__. ?' b" 1 Cc,t,r G ate( ) Cabinet) To Orc End Grace - -____--_-._____.. rhl 0 Slide & spin 2a - -0t3 G 1 C 0' sr 7-D' rrr n Loop 425-074 J ! 4 0" 51 d & 5 in p Note 3 For BottomSlab 2 Sump Depth Vanfs 2. Manhole top Type 7 .stabs may be of Fast in -place or precast Wilhutr! Surnp -. 11 (4 Std.) lk f The optional is Inn nerd sr C and in -r n at t Fl cY P Ps t dVPN Hole n do-J, - P e and slab openings e io be t d . en top is used D,a. Varies (17" Sid.) - _ ., l' n box __ 3. Marlboro cap Typo 8 may be o. - ,-r<1J d or precast toner to -i 1 . bk L -I h onenele t on,lru,t.urt In, t - .d sit ) I t h- I be the same as the su i o Ip r rn9 V' Galvanize) Hardware Cloth -' waif unit. At P an,ir ,on,, may he ,Banc _ No. 4 Coarse Aggregate 2 x 2 x 2 _ '�' - Filter Fabric 4.fi f[ shall t u, t' t r n Manhole s s a e r red structures b optional V ➢ j ' t shown on Sheet 3. NOTE: 5 ( bottom appropriate !nr ail n,anhnle and inlet types. Sumps are to be -r tad i,, ,PIcu and namwgr, tronnetted to rranrh Drains unless xctlded in 5. F - es ran Oe adj Ist- d - ? ,rnu n 12' height witi brick or ,recast th p a s A: other locations sump ,s re be ,desided only where called for in ASTM C418 {tilde ruys, h fe +. Weep ho/ea [0 be constructed in sump button, only ,here called for in the plans. Cost of sump bantam and weep hole to be inclaCCd in the contract unit 6. 5ui:stlufinn of manhole tap Type A for rnanhMe Lap Type ] is allowed Price- far inlet or manhole. provided that minimum dimensions shown above are not redf--d. SUMP BOTTOM 7. Substitution of Manhole top Type 7 for Type 8 is allowed if the t thickness ft,) abeve pipe up -mg ,anna, be maintained with i ..-a hole top Type 8. f, .• Per Ft. - - Grout ;3.1 Sand Cement / li taro Dr Any class DESIGN NOTES 11 e) l.,Warner. lo1,TYIeAsI 1d bes eeied in the Plags,hen Cf t,` r, osin above can be na;ntoiro( ,/ 7tEYEBOLT AND CHAIN FOR LOCKING GRATES TO INLETS noes L 9 On Face Of FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL \I / concrete And ?round Pine Bevel Cut Upper Stub To Match Fprm,nq For awn, Fact, / Prior To Placing Base Mat^rml Masonry Seal fur ALL PIPE TYPES Ca 0' Plugging Of U srtrb hot Required (f,ia6le Remove P.rprap, Cement PVC Cap Precast Opening DRAINAGE STRUCTURE INVERT Capping y poet quire p F,ho, Fabric Wrap Base Morelia) At Slob Opening Shall Be Renoved To Permit l Or, Iawe, Stub And Pier, Comilarled Cuver.ny 01 Oper"S w'1'1 Structural course ,mate-laN Fill In Entrance. i}, - -- - Structure Wall _ /"` /" _ `� /` Sec (nsu[ A / - Mprtdf Per S '1'ratron Section 425 I �- RI , Err nee I I P P P I ? i ' %` % i / I / Pi P Tn RP Place:9 ) /.+''� Toc Or SuOgi ade P ! "= h_ `I _ / j / Brick Masonry Or Any Cfass Concrete 1 � _-___ In A prax mate Center ( '- �� A " Re u red Far GapsGreater Than 2%" - I 1 qI �" Of opening 1 P J ,�J * L iT 11 - -0' PVL P^a -0_ ,aL er al N1tl StubsSoh Comparred 7o Density s\ `\ I (Mil rf-_ I �`L Pine Wafl Required 5pcciffcIHon _ I II/ •-Grout �l r , s Section 125 Des,", __ Se_ o Intl rat Ca.! 9Led%,^ 1:" F_-� � As Beduin_un_. Note! Cost ut ,mpe, tilting., and saimbagG,ng to be included in the contract y / nnrr entire qnr infers. FILTER FABRIC WRAP ON GROUTED INSET A TEMPORARY DRAINS FOR SUBGRADE AND BASE PIPE TO STRUCTURE JOINT LAST 2 DESCRIPTION: REV] � FDOT FY 2019-20 SUPPLEMENTARY DETAILS FOR rnIDEX ,HEFT 11/01/17 w �- STANDARD PLANS MANHOLES AND INLETS 425-001� ZofS _ _ -- 1 7 __ io; Top Cc-n Pr Bar __ _ �__�_?_ _ ---I (See Note 3 Belowi _ _. , _ P t'!de 4 Extra #4 Sars - r .- _�Y- ` (Co ,. . 5 A'uuhd Cone, l / wetly Spaced„ it, to fire Outside Of Vertical Wal! Relnl. - ! I I i_ 1-3, I _x'_-j /9,n _1� I..- mill. ns Dmlel Cntnlrt,nn lnrnf Or l-- - __ _ _ I L Monalithically Wall & Slabs-%' ---- - I r''-' n. -H n. ' h> 7 0 See Notes 2 and 3 Aetnw DESIGNER NOTE Use only whon record structures are not practical, engrnee, of retard approval require) PICTORIAL VIEW NOTE' 7. 5uhmir Shop Draw,ngs of rmnar openings for approval by the roS,n- of it rn . h. n less than when m - meal 2, e he es. a 7' a 1' 0" deep s , P e9 8" slab or curb inlet Is pr avjd.. above nc. ror'ne. ope,nng. 1. a rl /i• h -t i -t ! a z r For tho to 3 Far f Juan a r5 al ade e(evJ nor su0>lr u e S Bar u _ 9 u rrer .ear ,her 1-v = n. < 2'-U. RECTANGULAR SEGMENT WITH PIPE OPENING AT CORNER Skes i Skew PLAN VIEW FOR SKEWS s 45' (Not Centered) PLAN VIEW FO R SKEWS > 45° (Not Centered) Rl.SPr ,1 later Top -ti � Top 5(an -_\ IT - - Pipe Opening - - For PIpf Opfninp No-1 Prpe 1 FOr Skewed Pip, !� = 0 amid. slab - I SECTION AA (Pipes No! sh n Far C) fy) DETAILS FOR SKEWED PIPES IN RECTANGULAR STRUCTURES J LAST p DESCRIPTION: flEVl510N h FDO1 FY 2019-20 SUPPLEMENTARY +UPP M Y DE 'V INDEX SHEET J 4J 1"SLE:^1E NTAR R DETAILS F®R 11101117 ' �°'- STANDARD PLANS MANHOLES AND INLETS 425-001 5 of 5 c. Ginter CO-1-1-1 __ ,i- 2a R Or As Shown On Plans i' R 1 r'F 1 8,. '''�15" S me Slope As 7Y \. 'IN I 1 p_ I I g. 7• ' ' Adjacent Pavement mA 11 I c A \ `��r C' r- r" Exp Jnnf c a, _e' er-., \ ; _; J. seal -I 5 jaa. _ ',�/ +, "Al./{ soli .- _ F L ( , A', y! ! �� 2_1" - T fir+• \9 I� valley Gutter i L rb And Guf! •, r21 Exp. Joint And �1.: -- ---- -- TYPE E "LAN 1 1'reronued JUiil Mlle, J \_ Cancrele Paveneal -6" b" rill narau d n - / .ills r 1'-I(Y 1'-Z' - e to freaibie fa„_ment, s e sh_e( 2. --f"-'+ / I - �- i % "+/ TYPE A 1 If 1) - P 9° r a in � � "Y" R - ,,: 1 - E '/ e Jo 5_a F'-�,-,- I in - i/ - / i o L_l_. -L _ 7 1 I � MI = P I 2,_O" 1,�' I SECTION AA -i TYPE F ^pI , `\X-C P 1. I`T '� - ' srJp2 Tc (` -- 1`7- - I L ��_ Y,- t Joint And P f I Fir nrivevrar e o I. ed Join, Flier P i: �' �- / z hey - I TYPE 8 0 ZI ,I� �.' \5 _[:tr,_ I __:'_1Q1 .I c "I _, 8.. I I-.. 1 T} I I/ -' 5'-0' Note : TO na pain ,or latent tarn. �4/r I/ .f SECTION BB DROP CURB ' - standard Should,, Line (, 9 , 6" _ 1•_10, 1•_2' Earth RPrn, 7• 6• Shoulder Pa•✓,m 1 M1 I "�Conc. ➢putt I- -i I _ y } 4/' - I_- N' E P. J t And IV, M'/ -= 1 ��( `\��,�'�''--'�'- -_J- 'e/` Preformed Joint F,lle, I C --- - e- - hl t�y_.,_.,�--__._.. __„_ rvI TYPE D ^L-L- , T! 3T b__ i Note: For a adjacent to concrete or flexible davemenr, concrete it SHOULDER GUTTERshown.e Expan •din )our ore°amed loi✓ter;7mr and join; seal a _ _- q 'e be,.-,, curbs and concrete p=v ant only. so, sheet 2e I G" SECTION CC Trull, Apron Soul- . y 1. Specified In me Plans , o-, CONCRETE CURB VALLEY GUTTER N�_ 2 ; urcwarmg Aoadwa PJvcment When used or. mgh side of roadways, the crass slope of the gutter shall C' `\p 1-- 1 R ?-' r ,_ nil etc/ the cross ,Idol o7 thedJAte t pa/ement The 'Il,tkne5, of the tip V\� ,hall 7l 6 1 .the,.- ho n o Plans. i; 1_ r Rotate I'll", ' -I- - It'll culler ,rocs slope inat,hes slope u adiacenl 2-3 ' I'.,no rod.., el pave rent. TRAFFIC BEARING SECTION FOR USE IN f e adj?tent to Concrete or flexibl p. e. P t. for details denicfing ROUNDABOUT CENTRAL ISLAND CONSTRUCTION 3e djacent to ffexlble pavement see Sheet 2 Expansion joint. preformed TYPE RA inn filler and joint seal are required between curb & putter and concrete pavement oNy, sec Shcet 2, CONCRETE CURB AND GUTTER LAST �Zl DESCRIPTION: REVISION ireIF FY 2019-20 INDEX SHEET 11/01117 ¢ STANDARD PLANS CURB AND ('UTTER 520-007 1 of 2 To, of Sego-r h f I L. . i II TH \\ H , H (r ) (,I D", l�l1\L J L1 / F'!1 K yl ay With Grout H fond) s h >- OAH r V✓htn PresCntl `a I' / �I Segments may n ,,varied Opening far pipe shall be. the pipe 0D pi 6 ( 2 [ I e. if h can not be attained. 6 �_' j f ,When Then fReyd_)_ rhf" a roe [ ,slab most Sc attached to the scgnfn[ 1 j=I - fi" 5 h, 0.75H (• ri.r h - U 4H as sncxn hero,. ( r, 0 /SH f urn.) n >_ H 'mnr.) Cold Do. er Grout -ern ercyt SEPARATE RISER SEGMENTS WITH CONSTRUCTION JOINTS OTHER THAN DOWEL OPTION Cast Jo)n[ TOP SLABS TO WALLS Il I- ioeat non Val r;j n9 „r- h Contrnuou, Reinforceme,l - - i I Cr Dowels -� I- __ - Dowel C f net bo J 'nl ! Outsnue -0 I or Mn I fl early Ca-! Only -� inside fnsfde Fate 1 rare -I ) Face - i y In \ HI A ~L H! I ^L r - -J' Grout _ Grout Gr our Cord Cast Join' ? -- --- - - r i ,. Topor B rt.. 5e namt h > 7 9 WALL JOINTS h > r„O And 1 > 6• Ill (min.) Tabulated rao;e Do vet Apply) n, z• .ad > 6" SEGMENTS FOR SLAB TO WALL DOWELCONSTRUCTION J INTMONOLITHICALLY CAST SEGMENTS Dowel JOINTS OR C S S GME S NOT -: h m hP IP h n when , n f r: I - f' I r E a .ss t a 6' e al rd •ed h the En inlet bent no for .net segments at finish .Fade Pel at'on. ✓ SlainL�,, Y- I A Y 9 0 0 .,rout Thlcknas5 1�, fCOMPARATIVE SIDE VIEWS } T MINIMUM DIMENSIONS FOR BOX AND RISER SEGMENTS C .Is cast / T Joint ' BOTTOM SLABS TO WALLS f nt -,rots m be a d l Strurture e t hr,=k waf! 1. One pr n, yin.. may g Pxr n tU(rurP ",I" ail t'•Onsfrutrlo„ i< 7P i Pd p. r rrtdar units poly 2. All grouted Joint. are to have a 7a imu,, thickness of I' 3. le iva 5 I t be a ,Inm-n o/ I f, deep, a v r p 4. Joint dowel t b "4 bar 5. IT' long with a mi�'mum of G Gars per )°rot apple- 3t Iv M ed for c„ cut [ 5 Or df maxinum 12' spacing far et la t t Bard h AO Bonded Dowels accordance 9 'h s r- t t' s 416 0 placed J - o.' ! 6 r r sh co re 'zav,n p p Op 5 11 d I end ! 11 1 -I W Id I r e e 'e r be 1/ r fb dowel r n r with to mva! n l m, ,,life n b toter u e Jo' a La deco Ja ce u 1 tee a b u Sf let J 5 Minimum rover or nnwrl ra,nfnr Nrq gars is 2' to °ursine fare or srr-r-P 6 Joints betW P wall , 9 1 t5 and betweenall segmentsJ op o' boI or sides"ay l I f bprofit-'d I 1' k (. -I 11 I v -ed et P l e l '1 e i u 1 e r P J - y '-J S fun t,, r II 5 t b l k t d !l Se ian N V g JJ4 nl Ire Specification,. P 7. ! t gr oat t s ap,roved by the rrTineer r,ay he used n ',pu of dowel e ,hedm.nt. OPTIONAL CONSTRUCTION JOINTS 2' 'I -I _. . -1 1/i' F?in. T ) I up trait -/ �� YA bottom slab - f 2 'NOT,'-' NnT APP(ICA 1r AROIIND flANI1.lr AND Rls FR nPrNI:V;S B P F I_ REBAR STRAIGHT END EMBEDMENT FOR TOP AND BOTTOM SLABS O liar I a 5 l - A! 1 n) Sol,,, - t n I L C ert V option (a a n d 90" P n n 3(1 Bar S t s U Vf. t' l W R) I( I Af r a A' F #f S ar n PI ,s 2 Fill WWR - 1n" F #5 1.-' ( #C P i 9 1 ) - " 4 La Splice jj 4 P P Structure Wait -/ 1 Wall Peinrnr ut, -,,, I y ;I F J / OFt 3) LIP Split l Be,' U ,e But Not to C. ,pr SP d a .�0 e.e e Then Two Ve,t;_dl Wl,e -pari n5 Plus 2 For WI:'2)-=/ WALL REINFORCING SPLICE DETAILS LAST D FY 2019-20 INDEX' SHEET REvrsloN - fDO�� SUPPLEMENTARY DETAILS FOR 11/Ot/n _ STANDARD PLANS MANHOLES ANID IINLETS 425-00T 3 of 5 4_C I P _ _1== 11 `I j5-I Ire t gla 6'• R ti - Mi� I.1 --- ,I ` t �,LL . 1 ' r '.4 -' -I { { - �- f . diet 1-_-..y__-- .1-- -L nI- 6• i -r D can: er nr Box b- r tax i c:'. Extra #»I ;�� i` f Sl /Or rSPr ) /:"CI ' ' Ear Earn 5« t, ) ' � I s,I Location 1. r,i -(- -� � And Ahnv, A tit =1 A Pipe Openings I` t I1 "' j � � �_-'- _. r 1 i'i 3° Clear 4� .- Ellulal See II Inner 425-001 I 'L Nasu,try Seal v "i / I I For Precast /dais J, ,� �' - '^I- -6- - -;r - , -#=-'r'" see Index 42s 007 (TYPE F SHOWN, TYPE G SIMII AR) -I1. PLAN PIPE OPENING SCHEMATIC 4' O' 5" 3'-O•' , S' C i P T; 3'-0" . T, P, Pc dS! :' Chamfer Ur Radius T� 2'-71" a" CnamfP, Or Radius {' -Yuen- 1 7--. ,¶.. ._; _ -_j- _ 4, H, . W I' II_ - �._._._._-_ill.. 1" Cl Reioforcrn I) y,. y _ 3 -{-�_ i 8 See Tahie 1) - ;I II f I - �- �f C-l..P $' $ - .I i �w 4 _ 3' Clear. I! T. Clear. ,n ^l $' - 2'-6- 8' C I P JIB -- - 6" ,-6•' 1. Prc. �' #4 BJr° - p 11 ]2"' Cl", - #4 Bars I �' «q Bars 'm 72' C s I c �._.�:-� . r j e, u t- � : 1 '_n /2" Ctrs'. --,. 12 I 4 N4 tr.. f 44 �� _ bars C- 11" C _ I$' slab) Bar 0, 8" Cl,,. ((,,cast 5" Slab) C, I I- Ctrs. SECTION AA E TI N BB O a_ S C O 11 J Sod rsf \ I - 04C" - _I RA Spa,es, 19 Bars) �� SECTION CC N�It�`�'11' , i I � - -- ." '>f" Not 1 Pe t fd 1117-:11, I I " i 1 S far The Option 0 The /-7- 1' 8 1A f t Crr /'"lu i i ( _/ \ L J,dx`/,e SOD ONLY II s r� 'rvr ____ ' "'a'! Poor. esod` 1 rt- I (,iT 'n- , SECTION DD Ili - p '-tit j -,._, I h 'F , F,rn atmg L HORIZONTAL WALL REINF. SCHEDULES ' ....•c°=Onfy L3x3xi4s D �,' .- re -� TYPE F INLET (TABLE 1) 1 6 - 1 ,l„ n STEEL GRATE _` - C n.ra.e Pavement Steel Grating, Straight Bars 3'x%" PAVT. AND SOD Re rul,ne not, 2 ./tilt Notes' 1. Pavement anoror sod to be used Only where c "ced to, h, the plans. TYPE F 2. Call Of paving fu be included ,n ,Ili of ,nlot.a PAVEMENT AND SODDING WALL DEPTH SCHEDULE AREA (fn')tt) MAX. SPACING BARS WWF a - 4' AI2 0.20 12" A" a' - T AG 0.20 _ G" -- - - 65.5 0.24 5%" 5" 12' - 15' Special ] 0.26/ 5" a- GENERAL NOTES l These meals are designed for use in d t l i,r mcfams, pavement area., or Other areas subJcct to hoevy wheel leads. -1 debris, and bicycle t aflrt Thi, ,,lot mJ Inc placed in s euf U 1 cff' a Y V t r.J P 'artit vIl ds to dsc apeJ a ,: Pave Ile„! a wl ere pedes,+i4,Is .twalk d d fl inlet When inlet '' 11 J Lj. ! cvrle aut, I [ I fill r at vihen rlearanIP or baP s arON PI roan e as shown Ir Index 425-03i. 2. When Alternal If- in ,fell. h r1 r Pat d e e G grate is spec ten p a s. the grate -. o be o , 9 < fabrication, arvanizod after fa ricatr n. 3 7hos ;M,•rs na be,, d wull Alternate 11 1 U-lure buffo is Indl 425 010 I lie Hoe! ,,,it brNnar cmeb,lia0mis are to be Veld tnr J„ner ,he centrarl unitupit price ter ',lets EDT Roll (Type F (Or oh (1 But, Depth), Ea 7 All Pxposed edges elan corners shall he Yi ri-e- or tooled to 5, ,ad, 5.i or supplwnenral d=ta,ls see Index »75 007. 6. All re info -ern rail 6 who 2 - unless otherwise t 9 s Grade 0 bars , user u noted P Bars b b2 cut o bent n , /,' Flea una r - de one pipe opening. ,additional #4 bar ahmP and at earn e of° rope as -n - -pe opening 7. All dimensions are for both pretest and cast in place rotors ,.,less .then will noted. RECOMMENDED MAXIMUM PIPE SIZES INLET INSIDE WIDTH PIPE SIZE 4 0' (Type FI 30' I -la / 5 O" (Type G) 42' Note Recone-nded sizes are for concrete pipe. Sites 1,, other t}_pes a! pipe must be er,ff,d for fit 'n all., dint, ,,Ili Index 425-0U1. ter her yen p,Pe srz S tee No!, 3. LAST zo OfSCFfPTlON: REVISION ;n FY 2019-20 INDEX SHEET 11/O1]ON 2 FDG DITCH BOTTOM INLET TYPES F AND O p _.� -- STANDARD PLANS 425-053 1 of 2 '`� i _ End Of Cyr'b I End Of Corn 1 ... . _ Ede Of Plot. -- g Edge Of Peru. - J 1 PLAN Penn 01 FAIL Edge Dt Pavt. - PLAN PLAN PLAN i 3 3' 3' li 5.5' iran5 lop OF Cur6--=�-.ti pu of Curb _ T,-,I,s. foe Of L'urb -. ~-� 1 •�•-r-� �l } Trans. Trans. !uN Of Curl, -C � _ � s �� -`_ Gutter Cutter Gutter - JPROFILE r utter -' Gutter PROFILE PROFILE PROFILE FLARED END STRAIGHT END FLARED END STRAIGHT END I CURB TYPE A CURB AND GUTTER TYPES E & F Depth Of Saw rit CURB AND GUTTER ENDINGS 2/Min. 3'h" fAa x. Depth Of sawrW - 0" Min - � - Joint Seal C �� U.. M,n, r\ e" SHOULDER GUTTER TYPE E �'-Con Iete 3%" Maxit . Depth Of saw-ut a' Bur race D Co.L s -e Of ! nI fu ]__ 1 Gufim I , C.""In - I Paven,Alt -) Min _. .-1-^-'LL1..-'I/ 5' Max �_L p.. Mtn, Be 2, Abu CP J Gullet. s rat, / UI High Side To Be Flush With Cp Of i Curb Ur C'uIb & Gatitr ' jI-. %l' Exp. Joint And ,- ' r-,,Up ,I'll,. Preformed Joint Fire _7 TYPE F ��� /j /- 'Ppf,es to dnrh high and low sines n` pavamenr, low sise shown 5awcuis should he avoided within valley nutter and within rurh and gotta, endings. CONTRACTION JOINT IN CURB AND GUTTER ,� _ _ Ffe.x•ule Pavt. EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT -- DPnrn nr savrrnr _ uE m Dr Satr.a. 7 . Depth Ot sawcut , �_ 3i/, Min. `/ i'/" Min ` G r /, , 3%' Min. i Appl to d tt - h And ! les nl l - I 1 own. , ! / / LGs_LL �_ Ll .s , Applies to _sh !d_ gutter O,lI wh,,e ad7arvng trait', tittles. TYPE A I CURB AND GUTTER AND TYPE A CURB TYPE B TYPE D ADJACENT TO FLEXIBLE PAVEMENT CONTRACTION JOINT IN CURB GENERAL NOTES 4" Mtn 1. Fa t-' and b& - cf r 'd f f c 't- [ a ' 3 y p / - Max. i 6'-0" - tens ( 1 L t <t a joint, ad [ Pn - t o t- g it H I i i 12"(t) 7_Mi,, 7'- 5" 7' - - J flat u - to (( c/t Pa f j t_ ,tl e I' J.'et, df ( .,.J 3' Mats 1 in area d ]J 1' Curb, 4 11' d b & gutter ess Par s, Joints sl.al7 n' Min., ( s -T be [Crated I arto,rlance. w,th Specrrrcatm,, 520 Max.I I t in 2. Env.5 of Curbs Types R an 0 shall transition fr, r, fill; to zero h igh-s in ?' - __._ _. -__. ..I .L--LP I Phth nptton_at1' I I ,� - ,t4 Bar-, 7$' [.onry 8 Min. R=! 1 (Two Per Guard) -_- I 0' - I 9' Max Cast 0, Rnhbed CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB LAST p DESCRIPTION: FY 2019-20T INDEX REVISION h F�TT CUR�i ANO GUTTER [__""" 11/OT/17 w p STANDARD PLANS 520-007 2 of 2 Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL: C.A. 00008794 W C) LLI J r , �./ W VJ J Z J o J V- M � = EZ CL Z U rr-, 0 N U) W � CJ v / Z 0 U SEAL �,%>>IiriI 1I w{/�� O i*# +`` 4 a _ 588 • • R • 1 � r • • •• 0 STATE OF 4: r • ©Q. s • 11 /p %� L 1 %\) V ALE REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09l2018 TITLE PAVING, G DING AN DRAINAGE DETAILS PROJECT NO. 50102357 M m Val F H ll lint .) Be, Or ft'. Diameter 1: 6" sa&6o" SHEET NO. 1 1 2 K C! 5 14 'y A q U) -i w 0 G C R' r "c c = < F4U Q, 0 10 1 �J - 4 Inlet Type 2 SYm,ncvmal Abgat ¢ \/� . 4 Inlet T.pa 4 Symnrotrmal About 4 D,' \03 `L ,y,`/o, O,a �,�q 4b °i/wx A A `\""d a S[a./Of feet Loc3fion. ',� - I-- - Stator sat tnralinr, #6 Rars (q-' 9" \ , 2 Gfa. Cover �\ / (�/�''" ht Z Dfa, Cover t`� - -- ,yb Bars I oS - ,F- F ._. 4, I ` 1 -`-�'.-\, Intel T, - toter a-. \ I `- 4 5 ° 1 I See Slab Reinfar tint 69 's 5 fReinforcing�, \ J .c. Sao \a ✓ of C UeLa:I Ihrs Sheet - / nil -- Def. r, - -• I/- - G net Top, r;7 R Bottom x B B 8 �''x,� 8 . l � / L - GBa s-� - See 5 o AA I 5 U Canrrete : S' 0 CrI lll,e 6acA Of Curb -----L--i--, I For 5uacrng Su sort Post - SUppUll Pgs! - \ _ fo-0-- 3 0 \. A a-0" f'rr - xG Bdrs .g, 9 -' 5" B Carrcrete Su Hari Pest I.i-0' -I Fare 0f Curb A L 1- _A , I A rr INLETS TYPES 1 AND 3 PLAN (INLET TYPE 2 SYMMETRICAL ABOUT CL) PLAN (INLET TYPE 4 SYMMETRICAL ABOUT CL) s5 Bars tc 9- To ne r^a o Limits Of Inter Conctruam,, To Be Paid To Re Paid Limits Of Inlet ConstrU t lU BePeru _ w -, #E Bar Tnp For As L 6 C rot ns C. & G. F As C. & G- or As C & G. # B r ] aals BJltar i I I. ' b J s F.1. Of Gutter - I- F.L. Of G (ter .sl . = I J- t II i See seaiOs AA I I-sa -� - pc ing - >- to Il' -, _ - 1 3-0' tU,_a. 3._B,3_0.• ._U.. 6. n., �+_t> 3_0• n -tr- - _ 1. -� -s . _- #B n,r, 7 -I I 1 I - r- rG ears I Goiter Gutter Trans.Gutter pack Of Curb 1 trans. Trans. rans. Trans. I j ( •_ SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT C!) SECTION BB (INLET TYPE 4 SYMMETRICAL ABOUT Q) ,• rare 0l C,;rh --✓ ab Bars C 9' -' '4 v`-- s^ 0 ca,crcrc sppporl Past INLETS TYPES 1 AND 2 INLETS TYPES 3 AND 4 INLETS TYPES 2 AND 4 11 �4'-a' 1 -6' _ a_a 1. 6� SLAB REINFORCING _ '-1-6 i,i -'T} 1 6" _' '" GENERAL NOTES F �'� - 1. The knish=d rode and sine h- 'rlal Cn s are to ,t op, P With rrr finished - ,h an/orm tr s slope n grade f. cad o e 7m - _F na /: - %. used sidewalk an r border. 5 fin., e d do e % it pro N � P T 1' a can[,efe ll!P Ser Poe ,_� ppa e Note 4 5 _ o e / support Past PP > _. Who, inlr^[s ar nstruetcd a. corer to _ ^I nc co n , ,Jrvc ^" n h r -i _. - -. i .. � /_11Alpran [. Jar t C t n ,e the radius and, ,,here __V tC _ 0 l all 2-O --- p �� I I r ,g. e 6•i G' Dia- I6" E' Concrete-' -- - ---' necessary, muddy the ,nlef dtlerls ..... drno,v Rer?d �� 9" 6 ]f/ ]0% x6 Top sars i l..__.. ____-___-_..•.I ;6" ! •1'-0' Dia ---:,� " steel when necessa, y. L 6 Concrete I 1-70/ 7' 1 il'#G Boltam Bars r - - 3. All steel in inlet top shelf hsv I %" r,in,nw•m rover DIMENSIONAL SECTION DIMENSIONAL SECTION -�1 ° e ' i/ -'1'F,•• Fur 3'-6" "I'lls u[her wise shgWl Inlet !us shall be eiiher G Barr Unless SU u[ (u, E .rut an . ast in Inc, n cast concrete. g p pre #' ! #I BOLT wI, BJrs -� b B Vale,, OfhCrw'raf Shop, r.-\ ¢!- - 18'1 For 4 U" Utl- rwrse 5. ow:r-\, 6" 6" 9' "I 3" y \ I v 1 I ,'q, SLrtet',re Bv1(om 4. For precast units the re wall and apron may be fiats 9" 6" 77," 7%' 3" \ i #r (iar'c a 9' C rs. - ast a r 1'c n Che :o slab. <G bars Id J' CU's. -: 1 I i �` --s f'- r ' prec a scpa a p�ccc rro r R 9' Ctrs. #6 Aars' r 9" Ctrs'. n I , ^i � �I rt - #6 Bars 9" Ctrs. -... -- P nimwn of 7 - #4 d w curdance 0 Jc • _. _.._ "I�4� i c.s rr 46 Barks .. I s-�. r' -....,i `ice �.,,'� #S Bars- - - Ili wttlnt1rx 41S-OCI'0/'IIUNAL CONSIRlC/IOM1 J(7/NfS#4 Bars 7BarS ='°i -�47BJrs yy` ri7 Bars _ j,//•I x�,5. Far .supplemerlal dala,l.s see Index 475-001. a8"C rr / , - :: ,B Crs. r v' !+" Ij36"Dia. "','� 11 I '4o"Di -- #a 6ars�rBoth Ways I , ° 1 T ,`4 Aar'S I,; Ectl+'hays-- 6 OM d cancrere su r lost will ae acce hl 11 .a }41' -„r B• Ctrs. i. ;a A" Ctrs, Y r'nrrn ppar p pta• P rF4 Bars --- 4 g 8" Ctrs_ , r- `b" j 1'-6" 7. Those inlet: are designed for use wirh standard c tt 4' i 1 -B 4^ 1'_y and gutter Types E and Tvpc F. s Locarc h let outside OTMENSION & REINFORCING HALF SECTION of pedesi rran..o WJlke REINFORCING SECTION REINFORCING SECTION TYPES A & E CURB (HALF SECTION AA) 3'-6" DIA. STRUCTURE BOTTOM (SECTION AA) 4'-0" DI A. STRUCTURE BOTTOM (SECTION AA) (TYPE E GUTTER SHOWN) 8. Fur 5t,urtrne bottom, lee index 4z5-010. 9. toter ro 6e acid inr inner the raxrarr unrr pare .`or TRANSVERSE SECTIONS FOR INLETS TYPES 1, 2, 3 & 4 inrets(Curb) !Type ), Each. L157 0 DESCRIPTION: REVISION � FY 2020-21 _ INDEX SHEET 11/01/17 w F STANDARD PLANS CURB INLET T TOPS TYPES 1, 2, 3 PI®TI) 9 425-020 Iof1 TABLE 3-MINIMUM STRUCTURE SIZES FOR SINGLE PIPE CONNECTION PER SIDE RECTANGULAR ROUND Side Dimension L Diameter D sine g p 2 to 4 SIPIPE ZE Single Pipe Per Side Note Number or 8 780° Pipes B 90' 18" 3-6"?-B" A-0• 24" 7 f' -'- T-6' S'-0" 48, 6. 0" 6 -U" 8' 0., I 11 60 -or 66" 7'-a'!8'-a' 4 8-U" 12-0" -iZ' 6-0" 8'-0" IZ-0' 78- 9-0" 84' 9-a' ]2'-a NIA TABLE 3 NOTES. ) For Round Structures sizes With variable angles betwooll pipe, and ,,liable Pipe sires, 'ere, to !lire fUOI S;u u train H,notuuk 2. For ? 6 P . at Sri t rrture R,n-, 39' Pipes -'I. '! - err elevation, are m net per,Hed ,n adjacen ,rays Used 0 Side Dimensions noon 70" pipe red I,oPnr w.ah, and the oftfence ,n flow lines I npenrn9s are ,eau, resla,, than 3-O". 3. For 4 0' Precast Square Structure Bottoms 36' Pipes with s annar Invert clCvationg arc not pert, tted in ache t ans U 5 0 5'' Dim n when 6" e sars 3 l i N,P, nuenr d col .oils and If,, q 1' dire. err. fn fin. Imes is le,s that T-t 1. Far 7 0" Precast Square .Structure8etf m5 6r" Pipf c with similar - t elevations are not P ermined in ..c walls -s 8` Side Dimensions c G6" 1 P,Ae openings are ieq,i eu on adjacent walls and the difference m flaw /fie= ,s less than 4 0. TABLE 4-MINIMUM SIZES FOR MULTIPLE PARALLEL PIPE CONNECTIONS FOR RECTANGULAR STRUCTURE BOTTOMS PIPE 517E PIPE SPACING 5) MINIf1 MUM WALL LENGTH L FOR NUMBER OF PARALLEL PIPES 2 3 4 7B' 2_,p" 6'-0" 6-6' 11' a' 24' T-s° 6'-6" Ia-01, 13-6" 30" 4 -3" fr-rr 72-6'• 16'-G" - 9'-b" 4Z' 5' 11'-a° n'-v" - 4B' 6 -.9 12-C1 19' U^ _ _ --_ 6a' 6G" - 8 6'' 9 a' _ I5-0" I b b" -.-- - - --_ - 77" 78' la 0" IO E iR 0" 190� - - - lJ.1" I I -8' ;12 fi -.t----- i---Z LAsr REVISION 11101117 TABLE 4 NOTES: ] Ali nrrnun wall lenurl b - -d ...... l 1 clu,e,, usury ,once e p•pe .tth : -ni. skew angles per Table 5 2. Wall lengths e.... ding 20-a require special designs. I _ Slrrrrhu 141m11 Provide Extra Rcinfercin_o f l I` / Each Side Of Opening iso, i None section 0-8) -.. I _. _ _. -.- 3 H ri of I W II n , p a a _ -skew angle Rei^farrrnq (vertical j I . TABLE S - MAXIMUM PIPE SKEW FOR °� Wall Reinforcing Not 1 v PRECAST ROUND OPENINGS shown Far Harty) ��' 6 WALL PIPE SIZE I u? r, �Iv THICKNESS 78" 24" 3D 3n a '_ 48 •4° 60 bu' 77' 78 84" ^'\� a1'a MAXIMUM B' ig` 77" 76 IF 75F )4 -I:/" �\t I - SKEW ANGLE - 6_.__. 21' 20° 18_ rl -,i- IG° I51 j -4- _ note $ .N07E5: 1,\ ,I These values are based an 2"ciearance far .V structures. prec ¢. ~� -- - - - - - - < ih! r �L-In Pla r u r r r Larder sx o e fo Ca. e 5 rue. } I vl y e Aa_s . J _ ' L/ea : ''I elliptical pipe aperrrgs whet, approved or the Engrnee,` h (Outside) -, - MAXIMUM PIPE SKEW FOR PRECAST ROUND OPENINGS PLAN VIEW Double Late H'' Wall I - Sir.,I",, Wall SInoil Layer llorir?. Wha Rein(. (V erlica/ Wall Rei nl. t j - Reln(. (Vertical Wall Refnf. F J Nat' Shown for Cla, it No, SI own ae C aril 1 ) i i, II I- y ! -r --� -T 'cal L) Splice 20 BJ DJmet r For ` I N N p ____.__. 011,111,11 W (r L s 1111, I' �Ia 1 bd,, Bui Nor M Him m EY ! n rn' , a/Le a _ J Vertical Wiie .S a n Plus 2 f 4lVJR P rr q ry i� ! I Or 10 oar Diameters Fnr Smnnth NirP) %^ C!. . I, 5 N, n.) (P Pe s -; _.y srr.crure 4/mr I Ertl " 8 1 ) ' -- - / Each S'd 0. 0- ening I 1 t 1 (See neuron a A) I 1 I i I I I I �'' 7 1 1 I I,� Ma,nnr✓ Seal for T� !I I \i. P - d Extra X (. I�i 1 I I 1 I I Precast structares 1 iI 4 Pipes D% / ll ,u + Ea Ste Ot Opening '"I � I I I 1 (Typ) 1-- _ � I6 (See Nate Secrr . B-8 I I I I f 1 1 Hori<. Waif r - . -J, I i 1 I 1 I Refill. Filer-. W.ad / 1 Sheet I of I i i / 1 I Rai- (. hot Sh w � 2 Min. - ' or Uarrr 1 \ / i (,�/..f Pipe---- ' I 4 P T d 1 Partial Plan Pal Ices! Fan 1 �- (Onnbla I.ay-r Wall R-int ,1 (Simla Layer VVmff Rnrnr.) /,// . '\ Precast """,I Pipe 0 D F MULTIPLE PARALLEL PIPE CONNECTIONS DETAIL PRECAST ROUND STRUCTURES WITH PLAN VIEW MULTIPLE PIPE CONNECTIONS STRUCTURE SIZES FOR PIPE CONNECTIONS FY 2020-21 INDEX SHEET Fri STANDARD PLANS STRUCTURE BOTTOMS TYPE J AND P 425-010 3 of 5 /11 11 I /ROAD*\ ( WORK E N:, �':sAHEAD e I , 1; HUG:. h'UY.K 1 %,/ I I A __---------- --- ........ _.. _ ,rj I cl I I A `�- - - .- � 1 { � ...IF.. .. /Work A ' e _,.J.� Tap -Length �L :'// / n D �' r /• / fI CfIC In l:cn ry `Tr�2) II..___-� Taper Length.- Sho DR OR K' / %: / / \\ Devi I Dev,ceS500 I-1 - -. ,Shoulder A SPEEDING FINES �� See Tablleifaper speed Notes (mph) y- DUUBr.EO ax1EN tORxERs \ ,, f�r/ r' 8 10 72 I I 11, 1 1 1, bid ,, I SI (8 , I PRESENT \ % v�`� , Z ZB TS -42 _------ 1 j Table I p I 4D sn 1 rD Device Spacing L_wr I 35 ' 55 be i8Z 60 I M Data Bel eel II s (11.) I ;- 40 i 72 - 90 1 107 Type I Type 11 1 t5 I20 15n i leB 11 I _ ;DISTANCE Speed Cone or I (m hJ T ,but., Mefk Ba (cad V trs 1 1 50 133 ICI 200 --- B---- ' 1 Speed --- ESpaCSIGN-S -' - I Ta e 9e N 4 nt p 1 Tan nt Ta er panel, �nger 75 I 55 Ill 77 1 1 _i�-i. iB? 0 L 60 160 00 211 ' =WS 40 .it or lest _ ' 45 mph�35p A-.-9.16.. 20n 200 _ 1-750 25 50 25 50 - 1_ .-y 1 30 r 45 75 50 30 .50 7U i l 1 I 6 I13 211 ' 260 I I 1 70 'it1 133 i 280 SO ,,or, or Y!P I '=Midway r 1 500 ; 500 50 t o S0 5U IDO _5 ... _ i :_ 1 : between, Swill- 8' mf ni mum shoulder width %L = Length of shoulder taper in feet SYMBOLS GENERAL NOTES DURATION NOTES W = Widtl of total shoafde, ,n root ([ombined pave) and unpaved ""Jill) h) MWork A,'ea 1. When four or more work vehicles enter the throuc.h rraffic lanes in a one hour i. Signs and ch... ehzing devices may be amirred if all of the period or' less (exclud)ng -blebli.hkng and fe,.r..ng the work a .'he arm, .... d f.h..irg condiricns ar'e n et 5 - Past -a ,need limit (mPhl r Channelizirg Device (See Index ]D2-000) FLAGGER ,far stlell ce substitute. to; the WORKERS sign. Fur location of Ila99ers a. Work bperatwosa 60 m vines at less. and FLAGGER .signs..., /noes 7f12-603 a. Vehicles ;n thew nrk area have high -intensity, ro tatinq, flashing..inhaling, ar .,Irene hghrs ap-,ing. Work Zone sign 2. SHOULDER WORK sign may b2 used as a alternate fo the LYOAK ER ,,,.hot s, only on the sine where the shoulder work is being performed Lane ldentificatroir I Unreal- of Traffic -no. 3. When side road intersects the highway z within the TTC addition! TIC devices shelf be placed in accordance wdh other applicable Inde.ce--s. CONDITIONS 4, Far general TCZ rego - ne c,.ls and addltlanal ;nlormabo.l role, In true, 102-600. WHERE ANY VEHICLE, EOU7PMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. LA5T �O DESCRIPTION: REVISION y FY 2019-20 INDEX SHEET v/01/n F STANDARD PLANS TWO-LANE, TWO-WAY, WORE ON SHOULDER ]OZ-602 I of I q Type A Or B Riser -\ C Sfruclure \5 rL Tip, A Or 8 Ricer C. Type A Or B Riser --\ -- 4 Tres C. 12' rl x. O.C. `�„Y ,Y ISe. Sector) -\ 2-#5 Hoot 8 ri5 Pe: i cal _ pne 2 AJJ Uidl B,-' A S I \ f ,e' A - - 3-6^ r,,. s-o" Dia. - w5 tloo Bar 7 I T Reloforce,ienC 0 C. P n 11 I -I-' C e. tt m B s A Shar[ Way � Y ' I '-�- - -�- \"•. ,{- -Sc_ Section esi l e, Pe I B-''s A 3' 6' or 4' O" Dia- 1 ._ � 5 f5-e Section A -a) /- '\ Lamer Fiile' -1-�� z addnrnnml Bars a - 5 ..r. a B r I non 'r eN ) ---!7,a' i l 's. No to - 1 , _ C C '-C' '7 5 Ea. B B I Side Of One __ A IL min \ A � - 2" 9 _7 1 / I f 1lrnrmum H4 Bar ' g ) X'` ' 2-+Y7 Each Way - \ " #a oo' Bar -d ! n T f B B f P 1'-G' P aced O ap 0 - Refe+ence Axis _ %�- 7 La Slice Per mittad 2 Add�t,cnal Bars 8 P P � /i ar, A And At II - - 8 s B 5 �' /� C,>-� S' slJx. 0. C EJFh Ma ' 1 Side G(o P a.rorrWild-,r -� S' s.l rm- affsar Lnrm,mr P ring - #4 MJgo sat /r # 7Rnfa P A Bar k rMinimum #4 sat sl Parapet Bars B 1 1" ac Req✓red e, / (sec se:tidn a zJ - ^ rlaintam corer - 1 Addu' -1 Bm, , - z Addiuo: al Bars A PLAN VIEW A@5"OL'. /r k50C NOTE ,:,mu #4 Bars Aars 6 Lon Way Bars B Lon Way M'lrimu;n #4 Rars+ 1Mi ) 9 4 Y ( #4 Tres Ste, 12' O.C. Not Appl)la For Type A, R, C O & F D,trh (See SIG- a-B) (Sec Section 6 B) - / 8 rf inlets Or Type 5 & V Gutter Inlets •> -n ND 1 OPENING See Indexes 4 , des a1s Bs. 42s ov and 425-as2. ROUND RISER O EN NG SQUARE OPENING WITH CORNER FILLETS TOP SLAB REINFORCING STEEL DIAGRAM TOP SLAB REINFORCING STEEL DIAGRAM Pe�rrvtredV Sec Inge= _ - 11 425-001 for 0 [ional p (ALTERNATE A) (ALTERNATE B) ranstiuctwn Jom 1. a5 Peripheral 6" 1 Re, f t Man Uta17 R_infUr<ing I I SECTION C-C SPECIAL TOP SLAB* _I m Ct .- #4 rlil )2" Both Ways v I '.', r ' v iSPF Mote 9) (CIPL) See Table I -- t, (TYpe Ai or - I' ri s Z ~`, ni - ~. far Precast " I _i, C Be111 A 11,, d-. t-�I -- / I I u J' Cl. l t; (7 ype 81 - li (a rarr,[a,n Corer 11 I - . ,' 1 V Horn[. WJIf Reinl'. - 2" Clear b 3-6" fi' Ap 7u S/eb in^ Stah Reinrarrin w P 'See I able 81 g \ 1 T t 1 - T' ♦ n `� I Exf Ito Af _, 4°a' bars A a� 0" \ U 2 AL v. bar, A ,4 'n Z 'fr 9(` I C. Min sa al �^ ¢ C p city _ _-- - 'r Bars E G i v. Ba r s B I � I' - ^I �I r �! �_- A v n W . t a--'-� _ _,orator Wall Reim. r - "I m= i.�-.-L" �} v , v, a m ix - r T 1h I ml-< �. E, 1 j- -- -- (see Tahla B) - ---- - 4 _ _ _ } I b^ F - \ - Shear Key \ _,. Optional Shear Key / -I" ' - /,_ 6• %� Hriz rn.f Wall Rcinf. % �, \ 1 /- llRe f r - Se T'-le Wall ono ,nc I� Extra '� e uu 8 1 run_ \ \ Re,ntnrr n g I - - ,- #4 .m 12" Bath nr f. colt x, /" fa i 1" r g I N07E _ 1 1 P 1 p Wa •s CIe ]a D a I f 1 I I ) € I ml� 1 ~ S Nr�r ... , PP n I 4 f ( 1 See rd 5-GU 1 \ r ( - N' 5 e Table 1 for !U"DJl e I 3' Cl. (Single Lae �• _ r• I i Precast & la Dia Cr' r ✓ Or 2" If- (Double Laayer) ' Sheer 3 f 5 For � _ AT TOP SLAB �. Opt? Cun.t. r,c:o„ Je n. s. °j a \ - i �__ r ro Horizontal Bars in 1I �-- A \ a - ___i (TVp. For Wdd,) �L \ I � S t r11 + •--•- �-- •- '�v Optional .Shedr Key IV,? Kill v .Smear Key �. L Bar t sntlenl Slab - -) Bars A -. B sars A � 6af5 6 6uttam Slaa c i � r, I - _ , -- A -- ----A __�_ NU7E l a When the ,,s J,a let of o,ound sit trials is `" a, NOTE: � - - - L-� 1 I nt of T Pr ovidc one cx(rJ k'4 bar Jch side opening _ that, l r r Fran Ira n Tenn Hie rot ,rare. n ] b ,• C t - r q it - ° olhl- � I �y m-.rd hms vt3 .-2 e.c . , e- and lava exl v K4 _ nrn. s ac�n- ab,.:.e each o eon � •- ail P g N 4 ___._"_._. .. -. r nr inn ,lab o f p fro. t aura nr F- _ I'll, e c - r n according to the 51 e.ial inr ,nab"il ~'�' 1 -ja u' dera 1 .n 'his ,het. u, I Battom Slab Remforcmo ' L l,c '1 I "v' AT BOTTOM SLAB r' bar St 'ql1 End E d J err( j : f4-- Oa hit Ins ( F-' U) SECTION A -A SECTION B-B r u_ter. Wah Fer AR R - s:as _ Exmnd Top a a aotmm stabs (ALTERNATE A) (ALTERNATE B) I Al,iaveLair"...Rab- Embedment Be sand inside Face TYPICAL SLAB TO WALL DETAILS FOR PRECAST STRUCTURES LAST DESCRIPTION: FY 2020-21 INDEX .SHEET REVISION � FDgT� STRUCTURE BOTTOMS TYPE J AND P 425-010 1 of 5 11/01/19 ' ..ram-- STANDARD PLANS LAST REVISION 17101117 SLAB DESIGNS- SQUARE AND RECTANGULAR STRUCTURES (TABLE 6) (ALL SLABS 8" THICK EXCEPT AS NOTED - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) SHORT -WAY LUNG -WAY SLAB DEPTH SCHEBars Al ULE SLAB DEPTH SCHEDULE Bals B) SIZE.- 3'-6" x UNLIMITFO A'-1< 13 3 , 1 --- BS 5 GS 24-4a RIO 85.5 31' 40' ----- -- -- I SIZE: 4' x UNLIMITED -0.5'.: 7' 1755 >0,5. 15 Rio 79' < 31' 31 10, D7 E3 29-40 C65 SIZE 5' x 5' 0. 5'<3 1 C65 1 --o 5''?' 1 C65 27 2Z < 29' - 1a 47 _ Cs.' O7 ES 13 <27_..-- 27 < 29' 29'-4a D7 D4.5 --- . ES SIZE: 5' x 6' G1.5' < t1' C65 '05 3 CG.S 12 < 26 D7 3 < 9 BS>_- 26'-4a FS 9' < 3 _ C3.5 23 , 35' D4_5 311, tlU E5 SIZE, 5' x 7' >0 5 Ia 70' M' -.0'-• 34 Cfi.S 07 E5 >0.5' < TO 7a < 37 31'-40' RS.S C7.5 04s_._- 3a' 40' FS SIZE 5 x 8' - 10___ - 27-4a - FS -_-- S'40 UFO ... ----- 655 C3=_ SIZE: 5' x 9' 0.5' 8 1 .C G.S 1 w5 <1 BO B - Z 5-417 FS 14 , 4 < .. 24 4 3 3,r B55 _ C ._. .. Cr.5 C3.5 _ SIZE 5 x UNLIMITED -0.5' 8 O S' , 74' 810 B<) 4' lv"<23 2S-491 _ 07 ES 15 14' < 2d' .4'<34 34' 4 65.5 C3.5 SHORT -WAY LONG -WAY SLA& DEPTH I SCHEDLE Bars 'AlDEPTH SLAB SCHEDULE Bars 8 SIZE: 6' x 6' 1 r a 73' 23-all' Di ES lto" 70' a 18 1 v7' 27 ^' qn.S Fr E3 33 40' - - F5 SIZE. 6 x 7' >O^ <B C65 -0.5 < 68 C s 3 , 1616 07 -�- -8' . 12 C3S I6' 2H ES < 21 04.5 __ ..B-4L" FS - '2 _ T 11f . 35' 3.'-4(1' ES E3 F5 SIZE 6' x 8' .OS'< 6 Cb.S 1 -0 5' < 6' 855 11 I3 < 2Z E5 11 -' 17 13S 2Z < 35' FS ]7' ; 27 Orls 3S-4a 1 GS 1 77 < 77 F5 Z-4a E3 SIZE 6' x 9' �0.5' <- B DI < 8' 85.5 8<74 _ ES _c0.5' 8 <14' C'6.5 14 -' 24' F5 14 < 27 C:7,5 24' 34' is -7 =_ 75 _ __ 25-34' __D_45 r5 SIZE 6' x UNLIMITED 'BE < B B79 14 < 24' D7 r5 _ F:, O 5 8' ITi4, - 7a 1' R5,5 C6s r1.5 24-34' G5 21 25'D4.5 25 -34' ES SIZE: 7' x 7' --0.s<'6 C6.5 ,O.S<4 C6.S _8'� IS D7 4'<T C3.5 ZS = 1H ES 7 < 11 04.5 26'-40` FS i 11 < 22' 22 < S2' -40 E3 _ 11.S _ 63.5 _ SIZE. 7 x 8 ,05' < S CG.5 ,0 5' , 5 COS 3 lr' 7I- ]J < 30' 3a-des -_-_- - E5 F5_ _ GS .. __--_ 8 13 13' - 22' 1 ._30, _____. D45 E3 __ f35 - 0 6jo SIZE ] 9' 5' �' a J' < 15 _ D7 E5 ,0.5' <. 7_ 7 < 10 _ Cb 5 C3S -- TS' < 25' FS Ill < 14' O45 25' - 34' G5 14' < 11 ES -- ®�f FY 2020-21 STANDARD PLANS SHORT -WAY I LONG -WAY SLAB 1SCHEDULE DEPTH 8-1 A I SLAB DEPTH I SCHEDULE Bars B I SIZE: 8' x B' l(T.c 10 r5 - 4 __191 -3U' _FS_- - 9,.- i7 7A. 73. _._,._... IA < 23' f5 5 F---__._. F3.5 1330' __ 63S SIZE 8' x 9' -0 < LY 07 10.5 < 7 D7 8' e 11' E5-_ T << 9'- -D43 Ia -,23 FS 9'<'15 E__ 2.a-"-37' ti3.5 - J- 15' < 20' 20' < 23'. 23'-31' FS - - F3.5 G x . SIZE.. 9' x 9' _0.5 < Or D] 1 ,B5' < 7' I D4 I 14 < 2_' FS 1(Y < }7' F3,5 17'<221 G3.5 SIZE: TK9'40" SIAB THICKNESS 22. < 3( FS 7 < 37' F3.5 3"' 40 GS 71 -4n' 63_5 SIZE: 70,40'x10" SLAB THICKNESS c0.5 < 7' 1 CBS 0.5 < 6' 1 CGS 7 < 10' I D7 G < 9' BitsLO < 18' E5 9' < IS E5 1H - zr Fs IS '2' F . .. .LJycL SIZE: 1Lx72'xl2" SLAB THICKNES5 1i5 O 16' ES 8'< 14 E5 F5 GS I i SLAB DESIGNS - ROUND STRUCTURES (TABLE 7) SLAB DEPTH SLAB THICKNESS REINF. (2-WAY) 7 SCHEDULE SIZE: 3' 6" DIAMETER Z-15' U.5' < 30'- 30'-40' 6" Precast a', e° C6.5 A6-- Bs5 SIZE: 4'-O" DIAMETER - " . 19' B" A6 JO'-4a - 8' .^. CG.S SIZE' .5'.0" DIAMETER --O. 5'< ]5' 5 S' S' 655 L'6.S 35'-40' R' 04.5 SIZE: 6'.O" DIAMETER 9<I5" R�0,4 22 < 3a 8" 30 40' 8" SIZE: T-0" DIAMETER ZD S' < B 8" C3S B < Ili' V' 04.5 - 76' < 23' 8" E5 17 < 27' fl' rT 27'-40' A' - F3.5 SIZE:.SIZE: OhO DIAMETER zO.S' - - - - M - D4.5 i6' < 79, a" F_7 19 <_29' _ 8" F75 29'-40 7a _. ----FS SIZE: 10'-0' DIAMETER >0..5' < IZ' 1Z<20' 70 If7 D4.5 r5-_ za<28 la -.. -- FS 29'-40' la Gas SIZE: 12'-O" DIAMETER 0.5' B 7a' 045 8' < 13 -' c 18 _16 6 6'-40 la' - .....10. 10 11 ES _ r5'-- __ _ G33 ___ G 5 SLAB AND WALL DESIGN TABLE NOTES 1. Size in the in,idc d-mrsioWs) of a structure. r Willi length e'c eding 6 T ♦egWf two layers of renFin clog S- able wilt? 2 ( f n the horizontal oa' I the 1 2 J 9/ d<. a s o e 2. slab " r item is note rat Lu interu,d;ale ,,,it app?:uP P.v side d/d ! u I -cos I i 1 ., boron _slabs. 8. '.11 length. a -ding tt. tilt. doh. _`,own In 3. Aol'rf m stabs forPrecast ? 6 x 3' G rectangular ctrur'urss Table A, or 17-0 d,-ametnr require esspectai design. a[ 15 depth or less, may be 6' thick 9. Won thickness aria ,cinforC,ng for rectangular structures is 4. Stab depth is measured from finished grad,, to top of slab. based on the longer wall length 5. Waif depth ;s ,measured to Ili,, [up of the uultarn Slab fur 10, Reirforc,l) allledules with lat4el areas or steel may L boxes and lu ore top ul the ,r,lerrnedidl- slab for r'sers. -,bstAuted l 'chedule.- with small, b '- p- -' rapt that Schedule 1370 y ,at be ,hctd,.,t_d n ',cha,ul- 6- Wall height is the chstanc, nehween fall of in.,, slam to A6. Sae index 475-001 for ;,B-hie bar coat-n., adlnsfinenfs bottom of upper stab. Maximum wall height Js 72 for wall when larger areas of rein/racing are substituted- fengths ex ceed7,a S, or 10' for wa// lengths exceeding IZ- INDEX SHEET STRUCTURE BOTTOMS TYPE J AND P 425-0101 4 of 5 ROUND STRUCTURE BOTTOMS Al_TERNATI- A & ROUND Ri5hR5 TABLE 1 Wall Thickne5s tr & t; and Vertical & Horizontai Areas of Reinforcement A, r'st-h, Plat, IfPmS F---. PI"CCa St Items _ Class 11 C' )c-L, Class It Concrete ASI-M C47R I{Type Sir srcflrre/Riser Uiametel lfU t r, i f, A:. t; t: A, t, er f: A: ''*• (m.'/!t.) RiserBottom Rfn1r B(i (bi'IlLI 11 (in.) If,, /fI.) (in.) I I I i P - 3' 6" I G 8 0.2 6 0 1 0.2 8 0 I d" O i 'Os P 4 -0" G� 8 0.20 6 8 - 0.2C �_ O.i20 J 5`-a' 1 - 8 0.20 8 0.20 6" 0.150 J 6'-a' - 8 -�� I 0.20 j - 8 0.20 6 0.180 J r a' B I 6 o.zD 7 o.zto J --- 8'-a'-�- - --` 8 _o.z_a_ _-- 0.20 -4 1 T _ 8 010 8 O2d0 j 70`-0' - 10 n.40## - ill OA0## 10 0.300 J , 1l'-0" ice= -7U-' (/.4()#r'f 1 - ll 1 D-4(l## lz -L-rl. ifiC TABLr t NPTF.S: "Provide 0.70 eq in 11ft ar each face, 12 maxoar spa,wg, ^Madrfred ,maimuno ,maimwall thickness. - ,"In. total cif cumfcittial cintol come'n fol coarloueus steel hoops A. = 040 q r. for r' a sectran height equal o' 'ess tf7art ? 0 (2 lloup n)in.) A = 060 q fli, ,,,,, -ifun hl,rl III,,, 0 p L 4 U (3 hmn nf„j A'. i inl q I Pr _'t If -- b- - d n G 1. 60 r f ] In ran,, mn In the area of Tfr-m-t I, ./lowed for W,hle1 wbe fabrl. n? Toth, 1; Area of ver'r'ca) reinforcing may he reducxl in acrordance with ASTM C478. SQUARE RECTANGULAR STRUCTURES (ALTERNATE B)-TABLE 2 M,ax. ' Wall Thickness (L) T Ge �. Wall Length Oeplh Y, (tp (it) I CUP n. Precast n. 6 Riser P 3'-b 40 1 n' 40 I 8 P,atto in 8 5 6 .r � 5 O" ., I 6 I-- G 0---, --. .__�-.-_ -J S 0" to 9' 0" 1 40 i8 8 J 10 0 to 12 0 40 _ 70 9 - J l -0 35 9 - J 1 15'-0 40 to - 10 J m'-n zs J 2U' U" i ,to 10 n. I 10 TA IF 7 NOTES' >.. Table P For Reinforcing Schedul, GENERAL NOTES 1. _fa,dartl sirucf hot 15 4 U diameter and smaller FAIL A and 3-6 equal Alt 6 are dell rat tl T c P Lar c gu 9 iP g r tr t tt designated Tv e J Risers a, ^ ' ,nlrc°d for II rb lures RUu d des, noted randard s ve e UJ Ufl t. J, C p c l 9 + fPe A, ,q, 'dyoA d Ili,, B. Wall, of r rules 1 riur-5 Alf. A < nstrr f d n plate may be. at bare' or reinforced rancrefe P a5t ann rattan ular 2 n p q vru-Hues (nn'. pl ca,dh no -nnsrrurr-d of e f r.n connote Holy. 3. Wall tlackn-,s and re'nror<ement are for e-th r forced cast -in place or precast concrete units except that press[ ,,,,,[or Unit: m Y bC furnished with Wall n acc0 dance .hh ASTM C478 (see modified Nall thickre-, in T,Ox 1). 4. Tap and bottom ,IJJ Ihilk,r^S, and ,1 ... f-en,ein ore for p,ecb'st and t pl- ( 1 . All ,oncrete e all be or Ill, I 11 ""I'll", excepts CI IV -' L - 1 Ha, P(. . I., 'Yeti r I r f r , u1 'tu.lore, I ... I,,, 'l e t-. -I aggressive - .. t.- C ere a- spe<(fi C ASTM C479 4000 p,,j ,ay le -ed ,r he. of Class if not, are tar nr-rasf ifemc man lfat Laren in actor ,ante t•✓ith Sp-r,firatinns Sarl,nn 149. trade r la 5. .-.,! ter err shown ,s ode 60 steel, defarr•�d bar, 'valent area .lade 40 stool or area srco'h or Equi egu,aa n derc-d welded wire reinforcemcrt in --dance with Specification Section 931 may be substituted according to Index 425001 un(css otherwise noted. 6. All. A in' All B 1 ( bit a7 b sod s, co'Jur ll ,b ,llel top, lip 1 a S b 9 ,,it 10 .Ili) lmy r ifl I o j !' b de 'I wise s'how,. ,,ithe in 11 r ,[a...Irtl d,a 4 Alt, 13 d bu:t av be so co njunction will ('1; u rb rfel 7lpes 7 & 8, or any ditch Dnttnm role' nleess titl,rise sl own n the plan,or other standard drawings. T Rectargufm ,Uuctb {', may be rotated as directed by the Enginccr' 'r, order to facilitate connections bcta,ee, the stuc'tu,e walls and sto ni sewer pipes. 8. Exiepl when Act hooks are sp ! Ily tarred, to in i-opnent intop and bolron sl b hall be s IL embedment 9. All rernfarrem- f mrst I .: m rover pt for 7 6" --ner precast 1. nits irm f f rem und. ASTM 47 k h h h w 1' I f r h h l fa-- for ,r s , t C 8 coed <a r e s o n Ad. o bell d es a 2 ecasr ,.cJr re t f left flush h ,he h l t irf r e ens t s t t. td o «' may -C bd ocm a Donn 0 P P Y e F'Pa P 9 c d. a f for ar t d a t d r 5t b.^ r yid ro t be,ov to p c,ng plc p p pc g J o f c a d s -1 d with a Type F c e, a aC_o, dance ,, n Specification Sc t o 926. Horizontal -reel in re -,tan u,ar c i P Y i f!r lure shall x topped J nrni n,un' of 30 bar ui an e<ers ur D - srw'do,, hooks a, nine, r s. s tic a V 1 t { 10. The co -r trhet' -n .c fan u r stru Lures' usel t i' and '.t [h '15 and when used I,n skew .,ill rerta la,-r rsers, it et, and iNet nhroatn. [fMNs w ff he re3u, r en 11,the top slap of the All A ,1r„frn,, bottoms .hen need will, In, Aft S rri,ar,Farh !,fill ,hall h - forced ,,if, 1 #5 bar., 11. tru t alls to oat., „.... or manhole tape h h a < ed to strict as S1- or, 1n01x 425 001 Opri-/ Cons-1, )brut,. 12, 5 1 a, .,ih deplhs over 14' below the i-an high water table are to be checked for Oblation by lire de,yos1 of the d air n9a prnj i3. Units la/yet than specified 5tanda, d5 ntay b ' utet' C h ,tractors oAtlnn when these units win) r., cause a crease the sever ay nl uti(r('y <o ,f lrcts- Su[h tat get ua'[s .Hall be fur,*rshed at 10 add'C,onal cost +J rite DepaRn'ert Larder Alt A units Cannot replace Alt. 8 ,units without approval of the Engineer This note a plies to this Index only. _ P AP 9 P Y 14, For J I h, and' jr,rtlo, Lox le/-. for f roes and coo. d nor "POe,entary d "il I ee Md" 425-001. 75. T„e. J structore omblrls ,list have a rmmmum 6' I .all ! 'gl - vireo on -hi, for me it term ore ....... LAST jl� DESCRIPTION: REVISION FY 2020-21 T ' INDEX SHEET REVISION W FFDOT j STANDARD PLANS STRUCTURE BOTTOMS TYPE J AID k 425-Dill 2 of 5 LAST REVISION ]1101117 WALL DESIGNS - RECTANGULAR STRUCTURES (TABLE 8) VERTICAL REINFORCING _ WALL UE PTH-j� SCHEDULE ---_`____ HORIZONTAL REINFORCING WALL DEPTH iSCHEDULE _--_.-.___ In to a Y 2_ U i ti _ ?t.17 - 4U', AltT'�� 810 i 6"/8" _ 8 5 F Ili" - - 29' - 40' ,- C3.5 1 6"18' SIZE 4'-O" _1.1 7 - 40' , A72 -. - _.1 _7 17 ' G' e7D 6"78" 6 < 10'.. -,I B55-',6•./8" I 28 4a D4.5 I 6"78" 51ZE: 5-0" >1.17' - 4a : Al2 . 1 17' < 5' .I B55 1 6"18" 5' < 91 I C6.5 16"I8" 9' < 15' I C3.5 t 6"78" 75' < 22' 1 D45 i &V9, 22 - 40' I E3 S" SIZE. 6 0" 31. IT < 261 Al2 1_1. 17 < F '' C3.5 1 6,78, ----------- I 1 < 26' E 8" lltslde Oertside Ito 'de OtlCslde I n ' _ nD' _ 1 D! I D] B SIZE. 7' O" . L?srdeI Cl srde .[n d�'e Ou srd >.1.7/ 15" All .1J�' 1 I >i t/ tJl( 8]( . 8' I 26 40 __ _TI_ j 810 IB10 7 )01855 855 ' 8" 10 20 C651 C65 I 8" )0 < 30' i Dr 1 IF/ i a, I 3a - 40,- ES ES 8" __ SIZE' B-O" its -I C .'nfe �Nr / O -l.. 'I 17 20, 20 40' A72 ' Al2 1 C6 C65 a,] 17 6 ess B55 8" 6 7' C65 C65 ( 8' ' __ 1 5 IY UI OT R" I -4--, ... - _ 22 < If : ES CS 1 a', 31' - 40' j FS F5 8" SIZE. 9'-O" �lnsroe'Outsice a1.17 < 12'I A72 12' < 2R 1 Cb.5 Al2 r_ C6.5 c177 < 8' _T` B' < 7 5 iIn de CLd11 el I C6.5 ' C65 1 8" -_- fJ1 28' - 40' I D7 07 75 123' 23` -I-,I CS I IS I 8' F, 1 F.5 I 8" SIZE: !1n_S de _._. .. --- a:l.l7 101 B10 Outside I B70_.. _ - --_ __177 ICI 'In de Out farm, r D7 1 07 ! o' 10' < 21' 11:65 f.6.5 10' < 17' E5 I ES 8" 21 < 2G' +" t77 26' 40' i CF.s CG.5 26 49 1 F5; F5 ; Ian ) VERTICAL HORIZONTAL L, w �2 REINFORCING REINFORCING Q �C ' U I _- W L F- AL UALL i z SCHEDULE UEP7H =_- SCHEDULE UEPIH I ---_�-_..-...__I SIZE:10'-0" Precast 0 I 'I ( n YI Inside Outside lnside,0utside 2b' - 4!J' DI 1 D7 1 26' - 40' 1 F5 I FS 1 9" I SIZE' 12' 0" _I - - 1lnnrdo old sides ---- - Inside Outside _-' 7H1) B70 �1.1/' < 70; C6.5 1 C6.5 1lJ" 14 s 2 C65 C6.5 10 <' 17' D7 07 70" 25 - 40' - �D7 D7 1 17' < 24' c5 ES 10" 74' - 41) ' F 5 1- -5 I'll SIZE. 12' 0" (Precast Only) ',Inside Outside ifnsidc!Outsidc >7.17' 1Zi BIO I Bill a1 /7' < 10, D7 , D7 12 < 24' i C6.5 1 C6.5 10 < 17' I D4.5 04.5 t 24' - 40' ' D7 1 D7 17' < 23 1 E5 1 E5 13 < 32' I FS FS 9" .. __. i.J... .. 3Z' 70'.. _. t5 ..._GS 9,. SIZE 16'-O" I ! df Outside _.-. ..__.....-"I Unsdc OutslneL 1.17 < II' C6,5 1 C6.5 �1. 17 < 13 DI D7 10" I 11<;D' 07 D7 73 <20' 1 ES ' E5 ]0" 20 <28' E5 ES 20 <ZH-1 PS t-FS _7�"__ 2A' -ill' F5 i F5 28" - 40' G5 65 10 rf - - tin ZE ]C> 0 (Prot es Only) ["side Outside Inside Outside ,1.1T < 10' C6.5 C6.5 -_ el 17' < 9 D7 ' D7 9" _ j H , D/ fl/ ? 1 L7.1.5 1 D S 9' 18' < 25' E5 E5 13' < 1' ES ES 4" 25'=, 35' f5 FS 19' < 2T F5 ! F5 9" ' SIZE: 20'-O" 1lnsidelO.tsidc fnsidej).tsidc at 17 -. I(T C6,S 1 C6.5 1 >I 17 < 8 l Of i D7 IB. �- 10 < 17 D7 D7 8' < IZ ' ES E5 IG" D' 3a E5 - ES -- 1Z < 7a FS FS 70 �r 2b ill GS GS ]0 SIZE: 20'-O" (Precast Only) hslde0 undo lns,del0utside _ >L1T a !i 6.5 16.5 >1.1T B Dos I na 5 9"-' 8 .. 3 DI D7 H' < ]Z' ES I ' ES 9" - 25' --13' ES ES 72' < 19' FS FS 9" 79' - 7S '' G:5 05 9" FDQ� FY 2020-27 d;`- ' STANDARD PLANS REINFORCING SCHEDULE (BADE 60 BARS OR 65 KSf & 70 KS1 ^JELDFD WIRE REINFORCING G GRADC 60 MAXIMUM SPACING SCHEDULE AREA WWR EQUIV. AREA_ GR 60 i_-_ (in elf t.) BARSbS KSI /U K51 (in) n. in. _ -Al2 0.20 12 8 ---.L___.-._ 8 -- A6 0.20 6 I, 5 4!,_ 1�870 85.5 0.24 10 8 U24 5I/ 5 71j 4 C6.5 Ci.b 0..37 G!•' h B. 4!7 i J_ _ 5 I 2+� D4.5 0.53 al, 1 4 31, ES 073 4 4 E3 0.73 1 3�-3 3 f5 1.06 a 4 F3.5 I.3"3 3 IS 1.45 5 4 4 73.5 1.45 1 3h 3 3 H4 1.75 4 ''Equivalent Area Welded W Rcillfo,C119 1170Yoc substituted ,n accuri,i .nh inoex 42S 00/ C r J Splice At 0-t,,r Point 30 bar Diameter ,-r Vertical Wae Spacing Plus 2 Far WWP.1 f - Upti i L- P Splice. With St d -J JO' / Hacks Ai C ter / (8' F #4s, Iff'sfal �J xs't iz",-65r 1 Structure West%-' L14 ,. L3 lice S _. P p - fiii Y _ (Wall LenVt lr) ti - Srrryle Layer T Clear jj 3' Clear -�r} Wa) RfinPor 'ng in,s'd2i L P 11 " 2' Clear_ I e i i ,I S7` r� D ,ubl toy-e r a---�--"� = 1 \ Well !tern! ur ern{' --x Opl,nrr 3) La/, Sol,,,. 1-- - Carr Spl' d 8nr (30 On, ! '. � W.1 e - , s r Not Less Hal,` elan 1 I Thar. T Vertical W,re Half Plan Soa... Plus 2" For WWR) (Ocuble Layer Wall Rei f.) ' (Sing!, Layer Wall Refnf.) WALL REINFORCING SPLICE DETAILS (ALTERNATE B) INDEX SHEET STRUCTURE B OTTO348 TYPE J AND P 425-010 5 of 5 Dewberry Engineers ineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 r `�p' Uj U J J U J Z CL Q 0 N Q Z :5 r W L.L F- � � N CU D N I..L V/ Z O U SEAL ,`V% 0®.Mq .#,$+, Art• • �q �� • r • .., Q�• N(). 3 iQ47 • .0t .t r /,'0 • t ,'/'-• .0® • • V • ` '` %�te6 tr �c 0 U la e P 16 -6v REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 PAVING, Lei ; i 9 - - DRAINAGE DETAILS PROJECT NO. 50102357 SHEET NO. i 2 3 :11 60 • a I 0 Im i-- W - Z co w U � a 95 3��___�.��E.,._.�_-�_..nA ..,_�>._.,4,�,r._�.,� ��.�r..�r_.,��„_.,�.�, coO i z 95 i PROP GRADE r EX FENCE TO > N _ . BE REMOVED �_- 90 ,n_,,,.,>. _. ,_„_� �. ,ru: _».»._ �, ....._„ ,.,..,«.� .w _r-��_Tw,w.m. _<.«.��w..:...YaM.�� ,.>.,s_ „�..,,,_,_.,�.,�w_._M�.w. ,..0 ,_. a::. ,,..,_d .�,,..a,.,...s,, � . ,:�-x��..,.>. G� '"'® TYPE'F' CUI PROP. ASPHALT I f0 Q EX. DRIVEWAY I 85 +® K —►) 85 E, . GRADE r MATCH EX. GRACE : 11 108 0.23% PR. 8" PVC WATER MAIN 80 ,,�dWw,.,���._. _, �> ,.k>_:,,�.. >�.>�> ,.�».,.�_,. �.,�,., � ....�w.n.M, ,.�,, ,�,�._ LLr �,.,m.,�,x �.w��-�_, � .,�»�,..M .�,_...�. _....�� ,��_m�. v_ 80 0+00 SECTION A VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' 1 +00 90 W i LUUj Z Z i LL € 0 i o PROP.GRADE z n,> R 24_ O � r 1 EX FENCE, fi O REMAIN 90 _MATCH EX. GRADE y FLOOD P IN IMPACT X n» FL . - 86-- : f 3' DITCH 85 �. PR. SWALE R 3 v 1 i .,.......... ......w.:-..,F._�»....,.., EX. FENCE TO �.u.�v . �.,.,,.<.... ....,�. ..-...,.:<.>•,.,. _ -:.,.- �,...-x.,<:,.,.. ._.....,_�_.>«..,.._ ....,. ,...,.,N.>.-.�.N,:..-_,,...:..,,.....a.>._-W �...,�-...,>x.�.... 1 .. ,���>,. .. ��,aa.,.� ,x�.w.,w�> . »:w, .» .. ,> ,.. »,,w..l,<. �_�.M� ,,.».. .w, ..�.�,:w��a..»�.�w.,,..�», ..w R 5 .:..,._:.:F,�,,.-��.�>.-...,.-.,,.,=.<wt....:.,,,_..u�._a..,.,...-�...__...>-,,.,-...>,..Q.,m ...... _ «�., .....,�-,._-,_.._. ...,. _,.,.,�«<,.. .....:,,.,,..�-, ._�.,.,.........-. w..=,...:...,,... EX.GRADE w ....,,> u,.�,..,,,� �,...�..._„�� �_•�,.w� ..m»>",., ..o.,,�t�..�., _..�.w ,,,..»<.,, ,�,_ , ..,._ � .....�,_., :......-, ..,_.....,.... .::...>,,:.._�...:_...,.;,._,<.-..,.....,._......: F m �.,.,,...,,.... --,,,. .... ,. w.....<».�..�,.,. ... ...,,__.,,,.,,..«.. ...,...,..,�,� .....,,r,,,-. :...... , ,�_ ., 80 I � 80 EX. FENCE TO BE '. PR. SWALE SHW EL. = 80.00, I 21 DI TCH EX. CVS POND , ,.,..�..�, .•� BOTTOM M .. � .. ., . �..,:.._ �. �, , ,m,.r_>,��,,,..�n.».�z.,_...e�n•-, i ._._��.,x.,...»,�>rv.,a;�_,..� .<a__..>_. _,..K�....__,,.,_�_ _��.... _.e.�.�.��,.__._w�z.,.— _ __�,r�. ro,.,�.,_._ _ _>w. ,,.W._ ��.,�, ..,.a.�,�M� MATCH EX. GRADE i 75 75 SECTION B VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' {- IU f - W W ( W Z 3 M Z Z , � Z CUD)= W F- W 0 W (L 'J 3 n. O 4 3 i ` $ 5 n. ` a _ U ¢i U U_ U e 9090 VA BLDG. _.,,�,�nx:u.,�,.,a,,,. ,��,,,,.,,,.,k:. = 90.40') .....,.,�.. 7 >,.�e._.,. K.„»�.,,.:,, ,� z � i ,>,.>.-,�:,._�,��.,,�...,�„T.,.,..�..:�,,,,�:w.,.wa.�, v,,�.,�,.,...._„»..m��,�,,,E�,�.,,.�,��,,.,.,. z "r W,..,,,�„�. ,�.u:W�... �, 1� .> .:,.>.m.,< .<.x �Y,w,,,._,�>�,�....u,.,,,m_. �.�,..�_....�.r_�,,,..�.> r S ......«w_ _.�>..<..>�uc., o�>_.,w,,,�.. ,,»T_.,�r�, y�,a e..».�..F�, .,...�x�.�x,.,�.,�.».� _.�..�>.f.,,wz�»w�__�� k r ,n_k.a,_U�>m.,.�.,.,.s�.,..�, .�,,. O E j�.�. (FFE 0 € 0 ; Z PROP.GRADIt I i s EX GRADE e r z TOP OF BANK EL. = 87.50' d t E _.. _._... � FLOOD OO `� 2 Y 86 0 10A-'FR 24 HR L�-86:84'- . a .< _�.. x.a,>.� .m_ ,.,.,.w _., ; ,ww,�_e,., ,a,.�,,. .:..,w w,.-r�-r--..kR,,��,.,,,., ��.�—�.. .....�,.,�.�.,�, ...,, w>.�,. M„ � ,..�._,,,.. a„�. »,,.., .e L.11. .�.�_.., � m. ,_,,,,...»„�.,...,,.._ r,_�, ._, � , ,....,, ww, . a � , s --- - E,, MATCH EX GRAD __. T .._ :... R - , s x e e ._. ,: ...:. -.. �.a .,.�:..�,,.,r.x.~. ... .„,..,.�..,.,._, .M....... _ ,».,�_.,,..,.,�,,... »,.M„w��..-.�.,,, .,.. �.,m,>:...�,<M.�,., • .wow..,_...,.;.,,.�.w..,.,..._.,..,.�...., .,...,-� <K�.,,,.. ,.._v�..._ �.__,..x,.,....,T. I 3 fi .,.,.�.,, ,...>...._..�_ ,....>_Yw .,F, , n_.-<_, _,_.,..,.-.<„m.... ,>rw ..,..,x,�.:.,. ,:, ,..<,..,, a-„�:......_ ,.,.w . s,.�:� a _<.,w,...,.._.- a wr� 8080 POND BOTTOM EL. - 80. — _= SHW EL 80.00' a r Y : Y r i - i h 4 9 N €. i ti 75 - - -. _ _. _.. ._ .�•. .. .... .. ..-._..,. ._.. r>. ., .,.m..=>,,._. .,_.,..»- ._ ,,. _.:. ,..a_ 7,:._.,-.»<_.._.._..�...�..<_:. _,�k,,.s.....-.,.>x....>.__n.M<..,,...,.___,r�.,..>�a,._...-......__,,.._.<.,.�_.:. ,.Man,...,�<.,.-�..-..._,..uu..�„ a..�. <,�..,>r�>..«... �.�.,.,.�._.. ._,�,.�. - .,,,... .�.<>,.�.,t ..,.�._.,,.,,.,„.... - :�.....,..._>u�.,..�.. .,..<.,.>........�e..,...« .....................u,,,>.-..,.,_,.�.......z.,. .> .,,,a,>�.x.,,_,...,..,,.�.:,,,,,.p ....,.�,..,>,-,�,._,.,w ,,._..�,,,,.......� ,. ...:..>.�,,.,... ,r.>.,.,. -,.m„ _, ......., E _j 0+00 1+00 2+00 3+00 SECTION C (POND A) VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' EX. BLDG. LU Z { 90 O MATCH EX GRADE a i aa_.,_ < m r. r_m. w _,..,t, 90 r EX. GRADE °" `�`T`OP'T3F"'RAR7 EC 8'l�"50 85 85 80 h PROP. GRADE I POND BOTTOM EL= 80.00' v I SHW EL. = 80.00' I i 75 75 SECTION D VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' 90 .�_m,a,�_..a:�,�,�a_�..��sx�„��,u�.«_,�.<. Z Z ci O iPi�E Uv UCH EX GRADE �,„�.__��.�_.<,�_G�_�.�.�.,<::��,.�«,,.,.�.m,�,.�.�._. �a. n�,�»�,-.r�.us.��Y�. I� `X. PAv.E�i �_ ,M,., 90 r- t 85 85 PR SWALE EX GRADE 80 4 80 i I 75 75 0+00 1 +00 SECTION E VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' LU z W J : € .>,.p,,..<,.-,..>..�.....-.,.,.T._,-,.-_<:,...w,.,...... ,,,:<_ _ ,..Q.<.-.�- ............. �.r.,.«,......>.,. �..-.,:.«��.�.,,.u...._....-._.a..,.?.,...w„� 0 .3 } y,., ,:>:.,....._ ...—N._..>,.>.u..-..,.,.,,.,,.-..�--_.,�..._....,...,a._>......,,...�a,.�,...<.� ......,.,�>:... ..,....a,...:_..,e.,A,�-..�.�<4 PR P RAbE a O.G f 90 _µ . o TYPE'F' CURB aI EX. FENCE TO; _90 i REMAIN FLOOD EL. = 86.40' 85 �µ: r�_�._ >_, ����_�� _. � � � �� �_w.� �..wY,. w�,�>.� � ry�_�,,.. _ �MW. �>v� I �,._�. �.z �. ,:.��� u«,�v»� � r�, , P�,� ..n� � ��. �rx.��, �> ,._�»�,�� �.�.. r., w 85 EX. GRAD ryA11 n 1 7 F W d 108 0.23 , ' 80 PR 8" P1C EX. CVS POND ERP# 4617211.00 3 AT M Ib yF i n,.ne�,,,,..«>ee.r n.>.. .,,... m,v..:>,>. _=a•.aoew.... ..a,4-r. -er r_,n. :.. ........:.:.».,,. �-<.,...,,,,.:,>.-_,. i MATCH EX. I;RADE a 0+00 1+00 SECTION F VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' `u 's 90 u_ PROP?. GRADE 0 , v 90 r o o i FLOOD PLAIN 85 FLOOD EL 86 20 85 .,.-,.._.u.-...r ..,.-r,..,,,c. v e.«_,.,.,......a...:. v.r.,.....,.......e.,:.>...«-x.w>:....m.,,,.,...,. S ...m.,~1rx_-. ..:..x,.,:«..x.. :..aa_b. ...,u..,..>.. r.>., s:,>., n.,rw....,•.>...w,.m. .�<...sam«a.m<...-_ _, . ,_,...w, „ .,..e.,:,e. _a .,,.,.:,,v n ,......>. .c<w.....-_, r... a..��vc EX. GRADE 9 80 i 80 SHW EL. _0.00' # ,., E 75 5 0+00 1+00 SECTION G VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' 90 Oco +co _ it � +W u o j... .. ".; w w � 0C'4 C7+�o ! .:._: -.. w 1 w � � > cnj i o u if > w 1 �w 90 f 85 85 r 80 80 0+00 SECTION H VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 20' Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tama FL 33602-3718 813.225.1325 FL. G.A. 00008794 U z J �® a J W W J Lle N SEAL 9P O MA i �c. 315es • • , O SCALE `41'e � SIONM-� %%% REVISIONS U) W 0� � V ) {z/ z _O F_ U ND z O U NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 TITLE CROSS -SECTIONS PROJECT NO. 50102357 0+90 I C-i 9 SHEET NO. 1 17 q d r-. 11 0 0 v� z 0 U W C9 U) U) 0 re U o� LO m N O O lfr? r z U W W U U z U, J U Q U U z J U >e LO ILO N 0 O M O d A Ef Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 J J L J Q ® 0 E2 _ LLJ J () > o of SEAL I "1111111t f % 4.•• �CENS'• 4Q �' L No. 31588 '• 1' OF • fi a 4 R10� � !% v,0�• • � �U Zed AL REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE TITLE 09/2018 PROJECT NO. 50102357 C-20 1 7 'A d 9 C K Dewberry* Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 U-1 \) U-1 C) 0� J .J v J r Z = Q J C`7 � � Z Z < W LL. � C/) N Z O SEAL .• No. 31588 e 4j_ a •'. r SCALE REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 09/2018 TITLE UTILITY PROFILES PROJECT NO. 50102357 SHEET NO. 1 2 3 ►1 5 . It al IT If . 0 U) _J H- W 0 J_ I'_ 7) N LO M O O LO - 0 Z U 0 )_ L11 W _ Tn ' iP, I- LO M N F4E0 1-a E c 61 a r'�.' MIN SIDE SLOPE UNDISTURRED ct' o PER OSHA EARTH (TYP) FOR SHORED FOR OPEN REQUIREMENTS GROUND TRENCHES TRENCHES (TYPE SI RFACE WHERE SHORING IS NOT EXTENDED TO } SURFACE, SLOPE EXCAVATION AWAY -, ... ;_ � Q 5F g FROM TOP OF SHORING PER OSHA Uri- , WARNING .ice:-_ REQUIREMENTS -_._-_____-___--__ TAPE �'I ...I �"'" f wiZ 'o2 PRIOR TO COMPLETION OF FINA. BACKFILL , r REMOVE SHEERNC ABOVE 1Z' OF TOP OF / q q PIF'F..; NEMAINOER OF SHOEING 1(7 BE FEET / N PLACE 4: 1O' - Tv z - �W PIPE OUTSIDE DIAMETER OR VERTICAL CONDUIT SPAN -- ---- Q /� . v -. r_ 3 3 uH PIPE SPRING UNE UR CENTERI.iNC /,/ '% ,//' z_ -OPEN TRENCH MAXIMUM OF VERTICAL CONDUIT SPAN -/ �/ / 4,- . /, > _ 'O i VERTICAL WALL HEIGHT SHEFTING OR TRENCH f30X 5 ,.. PER OSHA REQUIREMENTS FOR SHEETING TYPE CONSTRUCTION. DRIVE /_I/ - Co UELOR BOTTOM FOR Ex(By I LHERAL LATERAL SUPPORT REQUIRED THE UI THE IS CONTRACTOR'S REGISTERED ENGINEER EE PIPE OUT310E DlAME7FJ7 OR E*;RTLONTAL CONDUIT SPAN TRACING WIRE REQUIRED REGARDLESS OF TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2) NQMiNAL PIPE DIAMETER MINIMUM ADDDIONAL OR_H&2QNAl, SIDEWAALL EXCAVATION CONDUIT _PAN CLEARANCE DEPTH (1) (INCHES) A (INCHES) [I(INCHES) LESS THAN 24 12 12 24 AND GREATER 18 18 ZONE ZONE NO. NAME MATERIAL COMPACTION 1. FINAL BACKFILL AS SPECIFIED A LEABT 95X MODIFIED PROCTOR 2 INITIAL BACKFILL MAXIMUM DRY DENSITY ASTM D-1557 (98% WHEN UNDER Q3 HAUNCHING 4 BEDDING 5 FOUNDATION PAVEMENT) (I) NLUUIHLU WHLFiL UNSUIIABLL MAILIKIAI IS LNCUIJNILXLU. _TRENCH ZONE NOTES: QFINAL BACKFILL. SHAM BE INSTALLED IN UFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER 10 ADDITIONAL. NOTE 3. (2)IMITAL BACKFILL SHALL BE INSTALLED IN UFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER 10 ADDITIONAL NOTE 3. HAUNCHING SHALL BE IN COMPLETELY OFWAIFRED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING. H✓.UNCHING )HALL BROUGHT UP EQUALLY N PIP' BE QUELL 0 BOTH SIDES OF THE c. 4Q BEOINNG SHALL BE INSTALLED IN COMPLETELY OEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL hI0LE5 SHALL DE EXCAVATED RJ THE 3€DOING TO PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE 3. 5 NATIVE UNDISIURBED MATERIAL IN COMPLETELY DEWATERED TRENCHES MEETING THE COMPACTION N Q ES G E COM BELL AND MATERIAL W REQUIREMENTS FUI2 COMPACTED BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES. AND WHERE REFILL IS REQUIRED. FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL HE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3. IN S' ADDITIONAL NOTE_ 1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATON DETAILS WHERE APPLICABLE. 2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED 0 THE P - W' T E IPA EVERY i0 / A ENDS WIRE TIE IF THE WIRE A DAMAGED OR NEEDS T BE EXTENDED A 3. WATERPROOF TYPE OF SAUCE SHALL BE NITS.[ TO REPAIR THE WIRE THE ENDS 1' THE TRACING WIRE SHALL Be BROUGHT UP L EVERY VALUE. V IF THE LINE AND Al THE HYDRANT VAI VE.S'. THERE SHALL BE A MINIMUM COL. Of' ;i' LEFT UNDER THE. VNJ.VF. BOX COVER. THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY. 3. ALTERNATIVE OFT THICKNESSES, NUT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET. TYPICAL UTILITY TRENCH DETAIL NIS CITY OF ZEPHYRHILLS DECEMBER2o15 �g STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT - - 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780.0613 I -- - G 3 C0 v ' SADDLE SUPPORT W/ 316 SS U � BOLT, NUTS & WASHERS ADJUSTMENT ROD U REDUCER CD LU 0! D C3 BASE PLATE ATTACHED TO CONCRETE W/ LLJ 4-MN. 5/8"4 316 SS EPDXY ANCHORS W/3" � EMBEDMENT IN CONCRETE & LEVELING NUTS QB 1-1/2" NON -SHRINK GROUT A 2'x2' SO CONCRETE PAD 3/g" / 3/4" CHAMFER ALL SIDES FINISHED FLOOR/SLAB `// d aIr �7 ` A Ill ll 11-11�Ii1 , Im SE BASE I - 4 BARS 6" OC EW CENTERED FOR STRUCTURAL FOR MAINTENANCE PAD INSTALLATION PAD INSTALLATION PIPE SUPPORT NOTES: DIMENSION TABLE 1. TYPE 1 PIPE SUPPORT: PIPE SADDLE, ADJUSTMENT ROD, BASE PLATE ETC. SHALL BE HOT DIP GALVANIZED CARBON STEEL. REDUCER SHALL BE CAST IRON. 2. TYPE 2 PIPE SUPPORT: PIPE SADDLE, ADJUSTMENT ROD, REDUCER, BASE PLATE , ETC. SHALL BE 300 SERIES STAINLESS STEEL. 3. ALL HARDWARE SHALL BE 316 SS. 4. SEE PLANS AND SECTIONS FOR PIPE CENTERLINE ELEVATION REQUIREMENTS. 5. PROVIDE RIGID INSULATION PROTECTION SHIELD WHERE PIPING IS INSULATED. 6. BASE PLATES SHALL BE SQUARE AND BE 3/8-INCH THICK FOR PIPE SIZES THROUGH 10-INCH. FOR ALL LARGER PIPES BEING SUPPORTED, THE BASE PLATES SHALL BE 1/2-INCH THICK. PIPE SUPPORT - U-BOLT TYPE NTS PIPE SIZE A B C D MIN MAX INCHES 4 9 1/4 14 3 5 10 14 3/4 3 6 10 1/2 15 1/4 3 8 V'11'"19" 11 3/4 16 1/2 3 10 13 1/2 18 1/43 12 15 19 3/4 3 14 16 1/4 20 3/4 3 16 17 3/4 22 1/4 3 t8 6 13 1/2 19 1/2 24 4 20 6 13 1/2 21 ZS 1/2 4 24 6 13 1/2 23 3/4 28 1/4 4 CITY OF ZEPHYRHILLS DECEMBERa°15 t� STANDARD DETAILS 7 Ivy ICITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G C PHONE (813)780-0029 FAX (813)780-0613 J REFERENCED DATA ARD ARRANGING TO NAVE URLDIES POLES HELD MD/OR GUY YMES REAKNED AND PAVED MEAS, A9S N UNPAVED MEAL. OTHERWISE INDICATED. I, iOPoGAPHIG SURVEY WAS OBTAINED ROM _, Mp PERFORMED DY _-, DATED REPLACED, R" NECESSARY FOR CONSTRICTON, AT W MOTIONAL COST TO THE OWNER, 23, THE CONTRACTOR SHNL MODIFY SHE APPROP ilATE PUBIC AGENGY(ES) PRIOR TO AS. ALL SEWER FORCE MAIN ONES AND GRAVITY SEANCE ONCE ACCEPTED W THE MUA MUST 64. ENGINEER TO ADO MORE AS NEEOE01 BE AT LEAST FOUR INCHES (4') AND EIGHT MCFES (B) IN DIAMETER. RESPECIN£LY, COMMECLING NORK W(NIN HEIR JU6ATICHON. EXCEPT LATERAL SEWER LINES WHICH SHALL RE W LESS TAR SIX INCHES BY) IN 65. ABAINDDN PIPNIG N PLACE: 2 SUBSURFACE UOUTY EXPLORATION WAS OBTAINED FROM _ AND PERFORMED _, DATED - CONSTRUCTION SAFETY DIAMETER AND ACCEPTED BY ME IG TO A SARRARY -OUT MEET OF DEMARCATION TAN SA%JER CM AND ABANDON IN PLACE. (PDD), A SMITARY CYEADUT SHALL BE PROVIDED WITHIN M' OF EXTERBR SULLONC S AND LARGER CAP AND GROUT FILL IN PULE. 3. ALL EUMPONS ARE REFERENCE) TO -_. THE HORIZONTAL DATUM B BASED ON STATE PLANE _. 24. T B THE SAFETY STUD' OF THE D) TO ABLE ro RE FAS CO WITH THE OSHA RISE SAFETY STMOAIDS AND) TO AERIE BY NEW AS WYLiEO UNDER THE FLORIDA WALLMUCLEER ALL WASTEWATER SERVOS CORNECTKKNS. ALL SERVICE ONES SHALL ENTER A 4, THE SURVEY WFORMARON CONVENED HEREIN WAS OBTAINED MR DESIGN PURPOSES AND TRENCH TRENXYI S+FEIY 46. A BALL CHECK VALVE MULREEO BY A PLUG VALVE SHALL BE INSTALLED AT ME FUM POO ON GOVERNMENT OR PRIVATELY OWNED FORCE MAINS OSCFMRCING FROM PRIVATELY MAY NOT RE AN AOEOUATE REPRESENTATION OF OLRML CONOIKIRM FOR PROJECT 25. THE CONNECTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SIFErt. CNNET LIFT STATIONS CONNECTING tlei0 THE fGU45 URU1Y MAINS. CONSTRUCTION. EXLSi1N6 O]NTWRS SHOWN REPRESEI IMIERPOIAP,NS/EXRUPG(ARc NS NON THE BEST -ABLE SJTEY DATA ALL RISKS RESULTING FROM THE USE OR RESTORAiTOI 47. CONNECINI TO EXISTING MMMOLES AND/OR LIFT STATIONS SHALL BE W CORE BORE INTERPRETATION CF THE SURVEY DATA SHOWN SHALL SE BORNE BY THE CONTRACTOR. WITH KOR-N-SEAL CONNECTORS. S. GEOIECHNICAL ,INVESTIGATION AMC RFAONMENDAT�IS PERNRMEO BY REFER TD "' ALL PAVMG. STABUZED EARTH. ORNERAYS, CLNBS. SIDEWALKS, FORCES, SOD, qg, ALL ELECTRICN. MO CONTROL BONES AT On STATES SHALL BE PLANTED "OR HOUSE CONTROL ^, REPORT 0471E _ LAJDSGNPMG. MWERTS, M. DISBURSED 6Y CONSTRIK=N ACTIVITIES, SFNLL BE RESTORED BY AND AT ME EXPOSE OF THE CONTRACTOR TO THE SUREEF TOOK OF ME BROMI (SHERWW W UAI 6. T S THE IESFON981LTY OF TFE CONTACTOR M ESUBUSH M THE TIED UAATS DF O ` 49. CONTRACTOR SHALL COORDINATE AM EGA ON INS LOCATOR OF THE US DRIVEWAY CONSTRUCTION, EENCHMVMS (E? N), COORDINATES, CENTER ONES, AND VAPORING AS 2]. ALL EXISTING SIXI9 AND A4ri89XES LOCAEO WIfTNN THE PROECT SHALL BE fl€IAWED BEFORE INSTAWNC, REWIRED iO CONSTRUCT M5 PROJECT. AND REINSTALLED OR REPLACED AS REWIRED DURING CONSRIUCf1ON., AND SHA L BE VTILIY'7 SEPARATB)N GENERAL RESTORED BY AND AT NNE FOPERSE OF THE CONTRACTOR TO THE SNISFACAWN OF THE OWNfli. 50. EACHBE iOIPODEEDMEMEN 7, ALL DESIGN AND CONSTRUCTION SALE CONFORM TO ME MINIMUM STNDARDS SET FORM 2B..41 SIDEHIOGS DAMAGED WRING CONSTRUCTION ME TO RE A MINIMUM WIDM OF W. A R AND OTHER UPUPND IE9�IN �RTARICUCMONOWWIN THE MILL OTIURY HORIZONTAL SEPARATION DETAIL AND NEP REQUIREMENTS. BY THE FDEP, AWWA NSF, AND MOP, IS ADVISED HOT FROM DRAWINGS BUT FIELD VERIFY AL B. ME WOKS, MNNJM OF 4' NICK, 3,000 PSI CONCRETE. AND SHAM. 9E REWORKED WITH L"IA WAR., ALL IN COMPANIES MIN MACULL DESIGN GUIDELINES, IATTST EDITION. 51. VI ITYSHA L WHERE A LE DIN AC UTILITY CROSSES ANOTHER MUtt, CO PROPOSED MLTIY EHALL BE INSTALLED IN ACCORDANCE WTIN THE TYPICAL UTLTY CGNFUCT DETAIL ME PE IRED CT DIMENSIONS. ME DIMENSIONS Si NS UNDID AND FURNISHEDDR PRODUCTS MO MATERIALS TAKE PRECEDENCE OVER O INDICATED ON AXE DRAWINGS. IF ACCESSIMAU9TENANCE OF FACILITIES AND MEP REQUIREMENTS. TR ACTOR DEVUTTo OCCUR, Tiff CONTRACTOR ACTOR SHALL NOTIFY ME ENGINEER AT LEAST 72 HOURS LEAST H 29. THE SOUL. SERVICE ICCESS 1D ALL UIILIIIE$/F'ACWRES AND U. FI THE EVENT THAT A UTILITY T NOT RESC BY MAKING A MIXOP. PPoOft TO CONSTRUCTION FOR A DETERNIATCN Eel RF30LURON. MAINTAIN UF.TEiRUPTEO SERVICES THROUGHOUT THE COMPACT PERM. AN UREENTE HE CONTRACT ME TYRANT LITHE CONFECT DERAIL, THE ZING E CONFECT ROUTE MAISIMELL OR BY UP RELOCATION CONTRACTOR SAlt SRA REEOCATK)N PLED TO THE ENdNEER FOR APPROVAL PRIOR 9. ME GONTPA4TOR SHALL CXEO( PLANS FOR COMFLICIS MILD OSCFEPNKIES PROR TO PERFORMING ANY WORK IN THE AFFECTED MM PIPINO NOTES TO COMMENDING WORK AL RELOCATION EFFORTS SIWJ. BE SUBJECT TO NNE APPRCA1 OF ME ENGINEER ANT, ANY AFFECTED UITUTY COWA RES. W. T IS ME COMPACNR'S RESPONS E LTY TO BECOME FAMIUM MAN TH PERMIT AND E M. LAY HIRE TO GRADE PCERMNUENTE CONTRACTOR 9NALL RBNCATFKI TIME MAINTENANCE OF TRAFFIC INSPECTION REQUIREMENTS SPECIFIED TA THE VARIOUS GOVERNMENTAL PEREENITAL RIOT ES AND ME ION CONTRACTOR SOUL. OBTAIN ALL PRIOR ro PRORLI INTO CIE ro PRTMpE PROPER DUDE EIEMTONS MO WGNMEMB. R CRAM AU 53. THE CONTRACTOR 914E REFER TO ME '2014 RORICA DEPARTMENT OF TRANSPDRTATDN To AGENCY CONSTRICTION AND SCHEDULE INSPECTION ACCORDING TO AGENCf INSTRUCTIONS. CONSTRUCTION ACCORDING ROADWAY AND TRAFFIC DESIGN STANDARDS FOR NOT DESIGN INDEXES AND 2014 11. ALL WORK PERFORMED SHALL COMPLY WIN ME REGULATIONS AND ORDINANCES OF ME 31, SEE OF fITiYRCS $HrnTN ON H.WS SHALL CORRESPOND ro THE ADNCEiCT STRAIGHT RUN OF PIPE UNLESS NOTED OMET ITE TYPE OF JOINT MO TIMING MATERIAL SWILL BE AS KLXBDA DEPARTMENT OF TRANSPORTATION STANDARDIN SPECIFICATIONS MR READ AND VARIOUS GOVERNMENTAL AGENCIES ANNG JURISDICTION OVER THE WORK. SPECIFIED FOR THE ADJACENT SIRAICHT RUN OF HIRE UNLESS NOTED OMENVIM BRIDGE CONSTRUGHOW AS SUPPUMEMiS TO THE INFORMATION AND DETAILS PRONGED W NOSE CONSPR_ DRAWINGS. CONSTRUCTION LAYOUTLIMITS OF CONSTRUCTION 32 AXL PPE ARE HIRE MEASLRRENEt, fOR S1IWCXT ENDWPLL END r54. AEI_ REFERENCED NOT STMWD INDEX ORAWMGS CAN BE FOUND AT ANS TS FPRDXIAIATE SECiDNS IRE N END OF PIPE. WNMCOYSTATE.FLUE/RDDESKN/M/14/SIDSS 12. THE CONTRACTOR SELL OBTAIN ME SERVICES OF A PROFESSi0NN1 LOUD SURVflOR UCENK) IN THE STATE OF FLORDA FOR CYOUT. PROOF OF LICENSE SHIN BE 14. PIPE RANGERS NO SUPFORTS ARE - SH01YN UNLESS A SPECIAL TYPE OR CONFIGURATION 6 REWIRED, ENA SPPOM LOCATIONS. AND II SHALL BE S5. THE CONTRACTOR SNV1 BE RESPONSIBLE FOR SAFE MAINTENWCE OF PEDESITLLAN SUBMITTED TO BE ENGINEER BEFORE LEMMING LAYWT, DETERMINED BY THE CONTRACTOR AND Nd.UND IN ME PIPELINE DRAWING SUBMITTAS AND VEHICULAR TRAFFIC AT ALL TIMES WRING THE DURATION OF THE PROJECT. 13 NO USNRGANICE SHALL BE ALLOWED CNSIOE OF ME RIGHT OF WAYS MG/OR THE OMITS OF CONSTRUCTOR SHOWN ON THE DAWINGS MMPBS APPROVED BY THE OWNER FOR RENEW AND APP.MYAL BY THE ENGRVIR PRIOR TO INSTM.Ar". MAXIMUM SPACING SHALL BE AS SFECIFlEO, 58, ME CONTRACTOR SNHL WVMNN TRAFFIC N ACWROrWCE NRM TOOT STANDARD INDEX � SERIES AND ME TE(SIMCAL SPECIFICATIONS. THE CONTRACTOR SiW1 BURNISH, OR SPECIFICALLY NOTED ON THE C UWNYS. WATER _zc", AND MAINTAIN ALL NECESSARY TRA'FlC CONTROL AND SNEIY DEVICES MRWOIOITT THE PROJECT. WE TRAFFIC Wff MUST RE ALNIANED AT ALL TRESS WENT EXISTINO CONDITIONS 34. ALL WATER PIPES ARE TO RE COS,RUCTED WIN 3H MIMMUM COVER URUSS OYRI USE OF FEAGGER. AL TRAFFIC LANES MUST BE OPEN FOR TRAFFIC AT ME CLOSE OF WORKDAYS. ALL SIGNING, SAARICAOFS, UGHI AND FLINGERS SNAL BE INCLUDED N 14. LOCATIONS, ELEVATIONS, AND DMENSIONS ON EXISTtC UI ITES, BTRUCRIREs ARID OMER NOTED ON THE PUNS. ALL OVER MANS TIRE OR-M PVC UNLESS OTHERWISE NOTED. THE LUMP SUN COST. FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAIU.'RE AT THE IRE ON 35. FIIFd1151N A10 INSTALL 10 CAKE TRACER MIRE ON P11 Mmi PPFIRES WERE l0 EXTEND 57. ALL PAVEMENT WA(.NGS SHALL MEET CURRENT MMFUL OF UNIFORM 1WFBC CONTROL PREPAFATIOR CO MERE FUNS. CONFRACiDR 944E A1RHY ME tDC.AilOHS, ELEVATT,NS, ARE, dMNSIDMS OF AL EMSENC LNLJTES, 6TRUGTINE$, AND OTHER FCNREs AFFECTING THIS YDRK PRIOR TO CORSTRUMERL INTO EACH VILVE 80X HEN SIFFKASNT EXCESS TO BRING GONE THREE FEET ABOVE FINISH p2ADE, DEUCES. STMDDROS, AND SELL BE PAINTED IN ACCORDANCE NTH NOT STANDARD SPECIFICATION SECTEN 710. TO A NMNFJM OF 150 PSI FOR TWO-FOUR DURATION PS 36. PATER SACS ME TESTEDSTANDARDS. 5B. AND BVtaICAOES TO BE ACCORDING TO FOOT "UAL OF SAFE PRACTICES; 15. PRIOR TO SHOP DRAWLING PREPARATON AND SUCH TA_ AND PURCHASE OF RELATE➢ SITE. MARRU"s, ME CONTRACTOR SHALL. TEND VERIFY HALL.EXISTING U _.I ROUNDNESS, M4TERMLS OF CONSTRUCTION, OU . WALL MM.I ROUNDNESS, PER AWWA C 6W STANpARpb. 37. ALL FIRE BXYW ONES MULL RUN SFPMAIE FROM ME DO EEL EATER MAINS AND AY£ ,SMS RER-EFENCE FOOT INDEXES a. THRDUCAi 650 AND 1]349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EORGN. CONTRACTOR S, ETC.) 1O WHICH COWECTON(S) WILL MADE COTRACT(B SHALL INCLUDE N(S) WI A FIVE DF3ELTLL REFER ND A FIRE LIVE BACK FLOW PREVENTION ASSEMBLY (HP). PROJECT SPECIFIC FIELD.E FBID MFAS'UREMEnS ON SHOP OUMiN,S. SPZ. ASSEMf£Y SHALL RiODDE A LOW FLOW BY-PASS METER N/ RPZ. 16. ME CONTACTOR SHAM. NOTIFY ME OWNER AND ENGINEER IN WRITNG MMEDDTFLY IF RL PLL POTA IE WATER CONNECTIONS SHALL RE MADE WTN CUTTING-M TEES WIN VALVES. 59. ME CONTACTOR SHALL PROVIDE A MITI M OF TWO WEEKS NOTICE TD ME OWNER PRIOR TO CONNECTING ME NEW 'HATER MAN TO THE AFB PUBLIC WATER SUPPLY CONNCTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ME DISCOVERED. ME CONTRACTOR s ACCUATIY RECORD ANY SUCH CONFLICTS ON THE RECORD ANY EXCEPTIONS TO MIS RE L REWIRE FOUR MPROWL. WHEN ALLOWED BY FGUA NOT (MB-M). THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHED UW EACH OAWMGS. TM ('WET TOY) CONNiC10N5 SEALL RE PERFORMED BY A LICENSED. UNDERGROUND CUMRAMDEL NTH ADVANCE NODFCATIOY (72 HOURS) To THE FWA NSPECTOR. CONNECTION WITH ME OWNERS OF THE TINS TO ENSURE THAT THERE NE MINIMA_ INTERRUPTIONS TO EACH SYSTEM. 17. ANY PROPERTY CORNERS MUNVNINTS. OR BENCH Mh 5 WNGN ME PROECT AREA SELL BE PROPEJED UNLESS DITERIWSE IRoGAIED PCR DEWUNG", IF ANY SUCH OEMs .ro. NAiEE TAPRNG SADOlES SHAM BE DWBI.E STRAP BRA4 OR OUCLeE IRON OR EPDXY 60. ALL UNDERGROUND tNLITES MUST BE M PLACE AND TESTED AND/OP INSPECTED PHOR ARE IN DANGER OF DAMAGE OR HAVE BEEN CAMAGED, ME CONTRACTOR SELL -1 COATED STEEL WM STAIMESS STEEL HADVVARE. THE STRIPS, AND BOLTS SHALL BE TO BACKFILL COMPACTION, ROAD BASE eJSVLAGCA1, OR RESTORATION. ME OWNER AND ME ENGINEER IMMEDNTELY AND REPLACE/REBTORE THESE RELIS AT NO CORROSION RESISTANT ALTY SIIMl HAIL UNCLE SFkHLF55 5TE1 TAPPING SADDLE SUEEK WIN RESNEM SEATED TAFF N VALVE SELL BE USE] FOR PROPOSED WAAER ADDITIONAL COST TO ME OWNER IF OWNER CHOOSES TO SELF PERFORM THE WORK OR NCURs RELATED EXPENSES ME CONTRACTOR SHAM ROMBURSE TIE OWNER FOR Al AND FORCE MAN CONNECTORS. 61. CONTRACTOR SHALL SJPAIT SHOP CRAWIN(S ON ALL PRECAST AND MANUFACTURED REMS TD ME ENGEREER FOR APPRWK. FM_URE TD pBIAN MARINE. GEFORE WSIX.M. OTT. CDBIS ASSDLMTED WTIH Tiff EFFORT. Q. ALL FINE HIDRMIS SHALL � PONIED M ACCORDANCE WRN A(WM 07-0] (MAY 2007). MAY fE50ti M (ENWK AND REHACEAIENi AT GORAGTOYB EXPENSE. 18. ME CONTRACTOR IS RESPONSIBLE PoR REPAIRING NTY DAMAGE TO FXIBIING FACUTES, CMS SAL. BE PANTED WITH REFLECTIVE -TYPE PANT' 62. ALL ROCKS OR STONES LARGER THVN 8' IN DIAMETER SNIT BE REMPAD FROM ME ABOVE 0 BBLGIF 4YIOUNO RAT MAT GOCVR AS A RESULT OF M€ HONK PERNMA€D 9Y THE CONTACTOR CALLED FOR IN THIS CONTRACT. ARREL Dq OR. YELLOW PAUC (POTABLE) BACKFtl,L MATERIAL. SAGNRLL MATIRMA. PLACED HIMIN 1-FOOT OF HPMO AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER MAN Y IN DIAMETER. UTILITY COORDINATION RED FIRE PROTECTION (POTABLE RUN �P) PURPLE RECLAIMED (NON-PoTABLE) 63. AL WORKMMSHIP AND MATERIALS USED IN ME CONSTRUCTION OF THIS PROJECT SHALL CONFdRM TD MOTS STANDARD SPEGFICATO FOR ROADWORK AND BRIDGE 19, ME CONTACTOR SHALL tOTFY AL VROIIES ISM THE PROJECT AREA, AT LEAST 4S = CONSTRUCTION, LATEST EDITOR, AWWA NSF, AND THE LATEST FOUA STANDARDS, UNLESS HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTFYMG "SUSHME STATE ONE UGHT . I OREEN IMO-1499 GPM CALL OF FLOIDA' AT LEAST AS HOURS MR TO ANY EXCAVATION WORK TO HAVE ALL ORANGE SITEEXBIS WW.CLITAES URSHND. THE PHONE NUMBER IS E WORD OCCURS IN ME WEB STHE HE NI IFECKT PERIOD SHAM. IN INSTANCES WHERE T LEAS GGCURS IN TO AT LE; PEPo00 9NAl. 8E INCREASED FROM AT LEAST 45 HOURS TO AT LEAST «93�9MGPM A /.. DECEMBER zD15 10 GIGSOTITCATON i p CITY O F ZEPHYRHILLS 20. FLORIDA TAW (FS ) S TAT PERSONS MV(NO IN WBLC ,,. ALL WASTEWATER NRCE MAINS TO BE WNSTRUGTED NIM 4B MIMMUM WIER (* 1 RIGHT ALLEYS, RCM- F-1 U OR UTILITY OUN EASEMENTS PIPts MUST FBSI OBTAN -WAYS T PRIST OBTAIN B WfOPo.IATON ON LOCATIONS OF UNDERGROUND ORS PIPELINES INFORMATION HE UNlE35 O?HERAISE N'oiW ON THE PINS. �i STANDARD DETAILS 21. THE CONTRACTOR B PESPoNSBU FOR BRACkNC, SHORING, OR PRONdNC OTHER MFMS sz. Lax OC"PRESSURE Y TE REST AND VIDEO INSPECTION ARE MSED W IS cRAvAC COLLECiDN SYSTEM. ALTERNATIVE 1ES11NG METRpDS PROPOSED BY ME CONTRACTOR CITY OF ZEPHYRHILLS UTILITY DEPARTMENT NECESSARY ED PROTECT MD SUPPORT EXISTING URUAES, SIRUCNRES, AND OTHER MUSH (E PRE-AFNRDYED BT fGW FEATURES (EXPOSED OR UNEXPOSED) BUT NAY IE IMPACTED BY HIS WORK, N. "ROLE FRAMICSOL AND CO.ER AND CO CAPS I ro BE WRIER PONT. M NEEDED, 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W 1 22, THE CONTRACTOR SHALL BE RE9PONSBLE FOR CONTACTING PoWFRf1ELEPHONE COMPANIES EXISTING MMHDU TOPS ME ro BE ADJUSTED TO PROPOSED GRADE T O PHONE (813)780.0029 FAX (813)780-0613 - 44. NFLOW PROTECi10N DISHES ARE REOURED FOR AL MANHOLES: STAINLESS STEEL RE DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY SCH. 80 GALVANIZED W/ ISOLATION VALVES PIPE & FITTINGS (PROVIDE CERTIFICATION DE TEMPORARY PRIOR TO USE.) 2"s GATE SUPPORTS REQUIRED VAI-VE 2"A WATER METER (FURNISHED BY THE CITY) 3/4" HOSE BIB 2". G.V. f W/ VACUUM BREAKER INSTALL SCREW TYPE -� ADJUSTABLE VALVE BOX COVER (MARKED -(- PVC TO SCH 80 GALV. WATER) AT TIME OF ) I2" TO 30" ADAPTOR REMOVAL OF TEMP. ABOVE JUMPER GRADE 2'• SCH 80 PVC PVC TO AD B. V, PLACE 2^4 BRASS PLUG IN RP. STOP AT TIME 2"• SCH 80 PVC REMOVAL OF JUMPER EXISTING WATER LINE-\ ill 2"• CORP. STOP 11- NEW WATER LINE DOUBLE STRAP TIE-IN VALVE MUST BE CLOSED AND DOUBLE STRAP SADDLE REMAIN LOCKED. CITY TO PROVIDE SADDLE LOCKING MECHANISM. VALVE WILL BE OPERATED BY UTILITY PERSONNEL ONLY. TEMPORARY JUMPER CONNECTION DETAIL NTS NOTE: LOCATION TO BE DETERMINED AT TIME OF PRECONSTRUCTION CONFERENCE W/ CITY. • MINIMUM SIZE REQUIRED OR SIZE AS REQUIRED TO PROVIDE FLUSHING VELOCITY. CITY OF ZEPHYRHILLS DECEMBERao15 STANDARD DETAILS 11 CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 1. - PHONE (813)780-0029 FAX (813)780.0613 7 TEMPORARY JUMPER CONNECTION NOTES 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. 2, THE DETAILS TO BE USED FOR FILLING ANY WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 5" DIAMETER (2.5 FPS MINIMUM VELOCITY) AND FOR PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHING, TESTING AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND OTHER PERTINENT AGENCIES HAS BEEN RECEIVED, THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 psi IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C551, 1992 EDITION, THIS TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION 11 OF AWWA C561-92. 3. FLUSHING OF 10' DIAMETER AND LARGE WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE, IN THE PRESENCE OF THE UTILITY DEPART, THE UTILITY DEPARTMENT WILL NOTIFIED IN WRITING 48 HOURS PRIOR TO THE FLUSHING OF SAID MAINS. THE FOLLOWING PROCEDURES SHALL BE FOLLOWED: A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO THE TIE-IN. VALVES WHICH ARE NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. B, THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. - FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAIN. - ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT, THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY ENSURING A PRESSURE DROP ACROSS THE VALE IS ALWAYS GRATER THAN 10 psi. C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE CITY UNTIL FLUSHING BEGINS. D. THE TIE-IN VALVE SHALL BE OPENED ONLY A FEW TURNS FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE CITY AND OBSERVED BY THE ENGINEER. E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY THE CITY. 4. THE CITY SHALL TEST THE RPZ BACKFLOW PREVENTION DEVICE AT THE TIME OF INSTALLATION. 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8" IN DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE CITY. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. 6, UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE JUMPER CONNECTION. THE CCRPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS PLUGS. 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE FITTINGS, VALVE, ETC„ SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, P CITY OF ZEPHYRHILLS DECEMBERao15 ..._ '' STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 ' A,-� PHONE (813)780-0029 FAX (813)780-0613 Y Y ry 99 BEND (np) - REDUCED PRESSURE BACKFLOW PREVENTER WITH FREEZE PROTECTION KIT UNION (TYP) STEEL BALL VALVE 3/4^ 1/2" EXPANSION (V200) 'f' 2' WIDE CHAMFER MATERIAL (TYP) , CONCRETE (TYP) 6 _ PAD 1.1 6 FINISHED _� " • GRADE .X '� 90' BEND (TYP) x 6 - W1.4 x Wi.4 FLOW WWF FLOW - ADAPTER (TYP) SERVICE SERVICE LINE SEE PLAN FOR CH 80 PVC PIPE (OR SIZE AND MATERIAL TYPE (TYP) AS SHOWN ON PLAN) TYP NOTES: 1. SIZE OF BACKFLOW PREVENTER, ADAPTERS, ETC. SHALL BE THE SAME AS THE SERVICE LINE UNLESS NOTED OTHERWISE. 2. MATERIAL TYPE FOR BASE BENDS, VERTICAL RISERS, AND ABOVE GRADE PIPING FITTINGS (SHOWN PER ABOVE) SHALL BE SPECIFIED IN THE FLOW STREAM IDENTIFICATION SCHEDULE. 3. INSULATE ABOVE GRADE PIPING AND BACKFLOW PREVENTER ASSEMBLY AS SPECIFIED. 4. FREEZE PROTECTION KIT NOT SHOWN FOR CLARITY, 2 " OR LESS - REDUCED PRESSURE BACKFLOW PREVENTER DETAIL NTS CITY OF ZEPHYRHILLS DECEMBER2015 il- STANDARD DETAILS - _ CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W�15 PHONE (813)780-0029 FAX (813)780-0613 SERVICE TYPE VALVE TYPE - GV - GATE VALVE 4 VALVE SIZE R BFV- BUTTERFLY VALVE SI VALVE IDENTIFICATION WATER DESK ANCHORED TO CONCRETE 6' PV DIRECTION AND NO OF L-20 _ TURNS TO OPEN Oq .. 1/8' LETTERS CAST IN 3' DIA BRONZE DISK (TYP) SO CAST IRON UD WITH RAISED LL17ERS "WATT' PAINTED BLUE (POTABLE) OR RED (FIRE) SEE NOTE 8 36' X 6" CONCRETE PAD NOTE: LOCATOR WIRE ACCESS-2' SCH 80 PVC, FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ RED UT. TERMINATE INSULATED SOUD 14 GAUGE COPPER LOCATOR WIRES AT TOP W 17 FSS N E E DECf EXTRA WIRE PLAN VIEW X�7-n., e,wam 0 T OC. 2" FROM TOP VALVE COLLAR AND IDENTIFICATION DISK NTS CITY OF ZEPHYRHILLS DECEMBER2°15 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILI'F"! DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 _ C PHONE (813)780-0029 FAX (813)780.0613 J 1 1/4° SQ NUT TYP 3-NOZZLE FIRE HYDRANT 1 1/47 SO NUT (TYP EA NOZZLE) THE VALVE AND THE TEE ARE BREAK AWAY FLANGE DIRECTLY CONNECTED UNLESS A� 3 FINISH GRADE GATT VALVE ANO I'AX THE WATER MAIN IS LOCATED UNDER THE ROADWAY (IN WHICH CASE HYDRANT EXTENSION AS SEE E H W ;B THE VALVE IS TO BE REQ'D FOR ADDITIONAL DEPTH s 5,-Gf MIN, LOCATED 1B' FROM OOP) ,A 1 iz' .. , ENCASE CRUSHED STONE FELT OR FILTER .0 ;P FABRIC 6' WATER MAIN 1 i (MIN) G RMJ GI B^ DIP TYP ( ) I 1' LEAVE DRAIN HOLE OPEN USE 3/4" SS NUTS BOTH SIDES OF JOINT (TYR) / A- 3/4" SS ROD-2 ERECT (MIN) OR PROVIDE RESTRAINED JOINTS (SEE NOTE B) WASHED CRUSHED STONE FOR DRAIN SOME (FDOT No 57 STONE) A FIRE HYDRANT INSTALLATION SHALL BE IN ACCORDANCE WITH THE CTIY'S LAND DEVELOPMENT CODE. B. 3/4' STAINLESS STEEL ROD CUT AND THREADED AS REQUIRED, OR PROVIDE RESTRAINED JOINTS. C. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN AND 7' FROM EDGE OF PAVEMENT, D. TIE RODS, NUTS, WASHERS AND OTHER FASTENERS SHALL BE GALVANIZED OR TYPE 316 STAINLESS STEEL. E. 4 1/2" PUMPER NOZZLE TO BE PERPENDICULAR TO CENTERUNE OF MAJOR STREET. F. FIRE HYDRANT ASSEMBLY INCLUDES ALL THAT IS SHOWN INCLUDING 01 PIPE TO R/W, DIP TEE AT MAIN, HYDRANT, REDUCERS, VALVE, HYDRANT EXTENSIONS, VALVE EXTENSIONS, ALL PIPING AND MISCELLANEOUS APPURTENANCES REQUIRED FOR A COMPLETE INSTALLATION. G. FOR FIRE HYDRANTS ALONG PAVED ROADWAYS, INSTALL RAISED PAVEMENT MARKER FOR FIRE HYDRANT IDENTIFICATION. MARKER SHALL BE BLUE AND IN ACCORDANCE WITH FOOT 706, MARKER SHALL BE LOCATED IN THE CENTER OF CLOSEST LANE PERPENDICULAR TO FIRE HYDRANT, FIRE HYDRANT DETAIL NTS N. CITY OF ZEPHYRHILLS DECEMBER2015 u STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780.0613 W 1 j ■ A. 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CITY OF ZEPHYRHILLS DECEMBER2015 �" I STANDARD DETAILS - - CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)7N-0613 W-1 6A SEE VALVE COLLAR IDENTIFICATION DISC DETAIL EXHIB -5 _APjArt TRACING WIRE-_ ADJUSTABLE VALVE BOX --� SEE NOTE TRACING WIRE LENGTH OF VALVE FINISH GRADE OR PAVEMENT -HAND TAMPED BACKFILL AT TOP SECTIONT - OPERATING NUT -CI VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON THE PIPE FDOT #57 STONE (6" DEEP) =I- PIPE VALVE Z uCOMPACTED FDOT #57 STONE `WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12" (6" BEYOND EA SIDE) NOTES: 1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. GATE VALVE BOX NTS CiTY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 �� PHONE (813)780-0029 FAX (813)780-0613 RESILIENT SEAT GATE VALVES OS&Y (TYPICAL) 99 BEND POST (fL./M.J. INDICATOR vALVE TEST COCK TEST COCK (IF REQUIRE ) #2 W l FLOW + O O m FINISHED GRADE t INCH BACKFLOW OHAMFER% PREVENTION / DEVICE RELIEF VALVE 12" 25' MAX DISCHARGE * . � / V 12 INCH+ PIPE DIA \/ I ' %/ ,D 16 INCH + PIPE DA '\I �SI TWO (2) (MIS (MAX) CONTINUOUS w/ COMPACTED #3 TIES 0 12 ADJUSTABLE PIPE SADDLE BACKFILL INCH O.C. SUPPORT (TYP) //2 INCH PREFORMED JOINT 90' BEND , MATERIAL TO BE PLACED (M.J./M.JJ 1 BETWEEN DIP AND CONCRETE I SLAB CITY OF I ZEPHYRHILLS I PRIVATE . DISCHARGE ABOVE 100 YR FLOOD PLAIN �s NOTES: 1, ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 53, CEMENT LINED INTERIOR WITH FLANGE FITTINGS FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED FOR UNDERGROUND PIPING. 2. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION MU BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 3. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION AND HYDRAULIC RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE ADDED TO THE FIRE SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED, A DUAL CHECK BACKFLOW PREVENTER CAN BE USED. 4. THE 6 INCH CONCRETE SLAB SHALL HE REINFORCED WITH 6x6-WIA.W1.4 WELDED WIRE FABRIC AND SHALL BE TYPE 1, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 5. SLAB WIDTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. 6. BOLLARDS NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS. 7. ALL ABOVE GRADE VALVES TO BE OS&Y. VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY TO PROVIDE THE LOCKS). I3ACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONLY) NTS CITY OF ZEPHYRHILLS DECEMBER2015 _ STANDARD DETAILS _ - CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542 PHONE (813)780-0029 FAX (813)780.0613 161-1 VALVE COLLAR AND IDENTIFICATION DISK SEE EXHIBIT W-5 . FINISH GRADE ° CAST IRON ADJUSTABLE VALVE BOX TAPPING VALVE FLANGED CONNECTION REACTION BLOCK UnISTURBED SEE EXHIBIT EARTH G-6A (TYP) ' ' . " �" I fi 1, `" MJ CONNECTION MJ TAPPING SLEEVE NOTES: 1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH, 40. 2. CAM -LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/THREADED. 3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD. 4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW -OFF ASSEMBLY PLUMB. 5. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 6. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/3C OR MORE COVER. WET TAPPING SLEEVE AND VALVE DETAIL NTS ` CITY OF ZEPHYRHILLS ®EGEMBERao15 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W PHONE (813)780.0029 FAX (813)780.0613 7/* -2 GENERAL NOTES: 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED (CONCRETE OR ASPHALT) 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH AND LARGER PIPE, I,I 3, CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE I REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 4. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. R IN ADDITION THE 8ACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL BE 2 INCHES ABOVE FINISHED GRADE. 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. 8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 I TRAFFIC BOLLARDS ARE REQUIRED. I TEMPORARY METER NOTES: 1- THE IN -LINE VALVE IS TO REMAN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. 2, THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS. GENERAL WATER METER ASSEMBLY NOTES RESIDENTIAL OR COMMERCIAL DEVELOPMENT NTS W CITY OF ZEPHYRHILLS DECEMB€R2015 STANDARD DETAILS R - CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W®1 �C PHONE (813)780-0029 FAX (813)780-D813 G i! Know what's below. Call before you dig. ft Dewberry Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 `Uj U) Uj J J U ._ W J U/ Z r _ _ ® - J a. co ® 1J s U 11 >- 0 z = W J ILL.F_ _O U) 1 � Z) 0 FI_ U) Z U "AAM1 ♦,, ,�111111/1I % �1,NRD l,�I 5,88 � • . r • * • 0 III- - 5? / ��� SCALE i� i r,I % %�� REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 04,2020 TITLE P®TABLE 1/1�ATE R DETAILS PROJECT NO. 50102357 G21 SHEET NO. 23 OF _--_ UI, LOOP— 1 2 5 E '.1 In J H- W J_ JAU QI > Q R >. InLO M N O O d J I/2" PER Fi BENCH SLOPE (MIN) (NP) INFLUENT SEWER (TYR) SEE EXHIBIT S-2A AND EXHIBIT S-4 (IF APPLICABLE) SHAPE TO FORM "? SEE MAN -IDLE CHANNEL EASY FLOW DETAIL TfP) SEE CURVES EXHIBIT S-18 EFFLUENT SEWER SEE EXHIBIT S-2 PLAN SEE MANHO- FRAME AND COVER DETAIL (ttP) SEE EXHIBIT S-IA NON -SHRINK GRO ASPHALT N GRADE it. VARIABLE ADJUSTMENT W/CONCRETE ADJUSTING RINGS i z (6' MIN. TO 12" g MAX.) TONGUE REINFORCING OYP) I b MI SEE SEGMENT JOINT 4 DETAL SEE EXHISIT S-19 1,2.3 OR 4 FT. LENGTHS AS REQ'O. — OUT No. 57 STONE (17 THTG() PREPARE SO WE IN ACCORDANCE WRH THE SPECIFICATIONS NOTES: 1. CONNECTIONS AND GROUTING DI MANHOLE ARE SCHEMATIC. BEE ACTUAL DWGS FOR PIPE DIAMETERS, LOCATIONS AND INVERTS. 2. COAT OUTSIDE OF MANHOLE AS SPECIFIED. 3, LINE INSIDE OF MANHOLE AS SPECIFIED. SECTION MANHOLE - ECCENTRIC PRECAST CONCRETE NTS CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780.0613 e DOUBLE COIL PREFORMED, FLEXIBLE HYDROCARBON RESIN COMPOUNDS JOINT SEALANT MEETING ALL REQUIREMENTS OF FEDERAL SPECIFICATION SS-S210A -A. PROTECTIVE WRAPPER SHALL BE REMOVED IMMEDIATELY PRIOR TO ASSEMBLING OF MANHOLE SEGMENTS PRIMER SHALL BE APPLIED TO CONTACT SURFACES OF MANHOLE SEGMENTS COMPLETED JOINT WITH SQUEEZE -OUT 21 MANHOLE OR LIFT STATION PRECAST SEGMENT JOINT W SEALANT NTS CITY OF ZEPHYRHILLS DECEMBER2015 y STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S PHONE (813)780.0029 FAX (813)780-0613 18 FT STEEL CASING L PVC WASTEWATER FLEXIBLE WATER MAIN ENCASEMENT GRAVITY MAIN COUP (TYPICAL) 10 FT_ 10 FT NOTES: 1. WHERE WATER AND SEWER CROSS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE GRAVITY SEWER SHALL CONSIST OF 18 FT OF STEEL ENCASED PVC PIPE CENTERED ON THE POINT OF THE CROSSING AS DETAILED ABOVE. 2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, BOTH THE GRAVITY AND THE WATER MAIN MUST BE ENCASED, GRAVITY MAIN AND WATER MAiN INTERSECTION DETAIL NTS CITY OF ZEPHYRHILLS DECEMBER2015 `j STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S _ PHONE (813)780-0029 FAX (813)780-0613 $ vyuKo r a Maa c a ® ® ®®®®® A ® ® ® ® ® ® ® ® ® A. ® SA°��T RY M _j /Pic 19111 MAae 1N u.5-h' 2/2„ SECTION A -A SCALE 1 : 6 MANHOLE COVER DETAIL NOT TO SCALE (D23%" L CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780.0613 SAA PExPOJ DI PIPE (V-0" LONG) PE DI PIPE INFLUENT SEWER MJ DI MANHOLE PIPE (SLOPE TO TEE MATCH EXISTING BRICK DAM SLOPE) GROUT IN PLACE INVERT (SEE PLANS) PROVIDE TRANSITION GASKET WHERE NECESSARY - PE DI PIPE c° If MIN ALL ROUND S b CONCRETE CHANNEL TOP ENCASEMENT --,CHANNEL BOTTOM (SEE NOTE 2) GROUT MJ DI ELB PE DI PIPE a FLEXIBLE CONNECTOR FILL ANNULUS SPACE W/NON-SGRINK GROUT NCT & 1. USE THIS TYPE CONNECTION WHEN INVERT EQUALS DROP IS GREATER THAN 2 FEET. EFFLUENT SEWER INVERT PLUS 0.27 2. PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT IE. MANHOLE - DROP PIPE NTS s CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS _ CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S AL_/i' PHONE (813)780-0029 FAX (813)780-0613 GASKETED AC TYPE C-304 STAINLESS STEEL _ NUTS, WASHERS & T-BOLTS 24 G C-304 SL STEEL STRAP LAItNAL T IRON NICE SADDLE SEWER PIPE SECTION SEWER LATERAL RETROFIT NTS CITY OF ZEPHYRHILLS DECEMBER2015 e STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S PHONE (813)780-0029 FAX (813)780-0613 CHANNEL WIDTH TO MATCH THE EFFLUENT SEWER PIPE DIAMETER 1/2"FT INFLUENT/EFFLUENT SEWER PIPE BEN PER P BENCH SLOPE (MIN) (TYP) 3/4 OF EFFLUENT PIPE ID (MIN) GROUT U-SHAPED CHANNEL NOTE: TROWEL SLOPES AND CHANNELS SMOOTH TO PREVENT COLLECTION OF MATERIALS. MANHOLE - U-SHAPED CHANNEL NTS DECEMBER 2015 CITY OF ZEPHYRHILLS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780.0029 FAX (813)780-0613 RIGHT-OF-WAY SEWER MAIN I SOLVENT WELDED / CAP PVC WYE IN 4" PVC PIPE /SEWER MAIN / 4" PVC WYE d, PROPERTY LINE I 4" PLUG �4" PVC- PIPE 4" PVC 45' BEND * * NOTE: MARK ALL POINTS WHERE SEWER SERVICES PLAN VIEW CROSS CURB WITH A "S" MARK IN CONCRETE. AS REQUIRED RIGHT-OF-WAY 12" SOLVENT WELDED CAP MIN. CONVERT TO CLEAN -OUT UPON N FINAL CONNECTION TO CITY SYSTEM FINAL GRADE 4" PVC PIPE\ DEPTH AS RED. PER CLEANOUT INVERTS AS SHOWN ON PLAN & PROFILES 4" PVC WYE 4° PLUG 4" PVC PIPE SEWER MAIN 45' BEND OR as 10%MVN E -4" PVC PIPE 90' LONG RADIUS SWEEP I \4' PVC 45' BEND PVC WYE IN SEWER MAIN NO EL 4" LATERAL ACCEPTABLE FOR SINGLE FAMILY CONNECTION ONLY, SIDE VIEW MULTI -FAMILY, OR COMMERCIAL SERVICE SERVICE SHALL HAVE 6" MIN, LATERAL. SANITARY SEWER SERVICE PVC SINGLE SERVICE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 S 5 INVERT FLEXIBLE CONNECTOR FILL ANNULAR SPACE CHANNEL TOP W/NON-SHRINK GROUT CHANNEL BOTTOM EFFLUENT SEWER PIPE (SEE NOTE) FLEXIBLE COUPLING GROUT 2' NOTE: PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT E. MANHOLE -CONNECTION TO EFFLUENT GRAVITY SEWER NTS F CITY OF ZEPHYRHILLS DECEMBER2015 G _r STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 CASTIRON CLEAN -OUT FRAME W/ THREADED HOLLOW SQUARE HEAD BRASS PLUG OPENING TO MATCH PIPE I.D. 12, WIN. SH GRADE (TROWEL FINISH �i 45'ELL \ 6"X 36U s CONCRETE ENCASEMENT 2 s AV\ s• /�� 6" C T \%/� . • 45'ELL SEWER /�cw tom. TRUNK LINE CLEAN -OUT DETAIL NOT TO SCALE 3, DECEMBER2015 CITY OF ZEPHYRHILLS STANDARD DETAILS L - - CITY OF ZEPHYRHILLS UTILITY DEPARTMENT - 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Q S - PHONE (813)780-0029 FAX (813)780.0613 - Q i (AVER 1- R 2ENCH F JI 'J GRADE PROPOSED UTILITY W ED GRADE S E _-ZlpT - 10 Y-S..-H )I - ----KDE J # DESTING L WN C N PROPOSED ODUTY EXHSTGSEE MNWRII AL - EXISTING UTIR;T1 F`LL LEN. H APE /i REPARATION I CENTERED AT CROWN ) i T REOL- NE_WTS FULL LEIG-H 0 SEE NN ^` PIPE C N P.ED 7 SEPARATION R „U'?EME47S I AT CR SSING PROPOSED UUUT?' -'� j \\ -,/ \� '\- T T 25" ELF;(TYP) EXISTING •JnL.TY SEE NOTE SECTION A -A C PPE OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLEj_ - -- cX._.,NG 1, CITY ! tPIPE 1A N CUSHION -� FINISHED GRADE IY�M NTH APPROVAL OF ENGINEER, CONTRACTOR !A.AY DEFLECT PIPE .AS SPECIFIED INSTEAD OF USING FITTINGS.' —SIND CUSHION I , COVER PER. RE CH � I' 25' ELB (TYPO DETAL (TYP) �- ;-SE: NOTE OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) IZSI �- PROPOSED ITIUT,' SEE EXHIBT �� _ _ INSti_C GRAD PROPOSED UTILITY j .TT1 T-.-- -- - (MIN i1'P 4 - PER TRENCH DEPTH VARIES CONCRETE FULL ENCASEMENT A \cr NCRET_ F 1 EHGASEMEr D IL ( YP) r SECTION B-B ! ` 1D' C' MtIN / IO'-D' MIN EXHIBI" G / PIPE I EXISTING L s•_NY EXISTING L Li1' PROPOSED VTILITr 1. 12 MIN WP APPROVAL OF ENGINEER CONTRACTOR MAY DEFLECT PIPE AS 5PECIFIEO --- 1+ C'YP) o PIPE 0.-D 6" IvTED OF USING -SINGS �/ _ MI'J I MIN JJY" r MIN ALTERNATE OPTION I (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) --" 2`; NOTE ittP) "ice /,: I\ -�• StE NOTE 2 � I �.---7ROPOSED JTi!!iti j_ MINIMUM VERTICAL SEPARATION REQUIREMENTS PROPOSED J LCY POTABLE GRAL EPIACF - ECLAMED ELECTRIC •B I �) �ZLL OI Sd.`i PY S7JftM OrAUEf TS WA ER SEWER FORCE MFN WA En TF_-„_..MI.l CATIONS CL / \Cti N fdT MIN '♦= PIPE 10'-0" MrN -0 P'- (WNl POTA3IF WATER I -0' n 1'-0"(=.a` 1•..0"(T� -O' I'-T _ NOTt I CONCPPs- ( JRA1':TM SANITAR S Y 6 (2TQ' 1 1 G 6 SEWAGE FORCE MAN - t 6 (1)1 0' I T f i 66 C?) I 0" - S JFM 11 J (1, •-5• D" i L" I T 4-----1. .OR PROPOSED W'A"_R MAINS, THIS CrPTION IS ONLY Aw OWFD WITH APPROVAL OF THE ENIINEER AND FDEP ON A CASE CVNCRETE ENCASEMENT :AilEEv WATER O' 7' 6 - I._O•. C- I'-G = t NOTE 27 AGE BASIS NTS "4I I' Y i 1'-0" i ':• D" I 7' D° _ ...-H A.PPRO`/AL GF ENGINEER Cn•,T. CTOR MAY CE,ELECT PPE A' SPECIFIED NST:AC OF JSING FITT NGS. +SOkMUNICATI ) (7) PAC 62 5J0.3I5 ALTERNATE OPTION 2 SUFFICIENT SEPARATION NOT AVAILABLE _ - -- — (2'• FAC 62-604.400 (3) FAC 62-610.459 NOTES: 1. ONLY OPTION I CONSi ROCT10N IS AL: ED 'WITHOUT .A PROVAL GF ENG'NEER. -. ONLY ORTKON 2. CL'NSTRUCTION IS ALLOWED WRHC APPROVAL CF ENGINEER, I _ MINIMUM VERTICAL SEPARATION REQUIREMENTS jMINIMUM HORIZONTAL SEPARATION EXISTING UTILITY UTILITY CONFLICT -H4.]tJ JIIL 1 I I POTABLE J T' II SAN9T\RY SE7fA„E STORM , ELECTRIC VfATER I SEW T FORC MAIN �RECLAIMtO WATER TELECOMMLNICFNONS I POTABLE WATER 1' 0 -C T _ T'-0'(. 3) '�i 3 r; 4 GRAVITY SANITARY SEWER.! :O'-0'(2) - -T - -T 3'_07(21 3'-0` L_ SEWAGE FORCE MAIN ' 10-0'(2) i C ?` C 3' 7 3.'.-C�'(�) 3 O" _O"_ 3_ O' - 1.: _..3�_0' �..0 _4 RECIAIMEO WATER - Y-0'(I,3) -3'-0' ELECTRIC TEL 71AYJN ATIO J j "-t7" I 3' D 3' T I t I S-T 2'-i I I (T) FAC 62 555.314 y� (2) FAC 62 60440L' UTILIi ES SHALL NOT B_ INSTALLED WITHIN THE DRIP LINE PF TREES WITHOUT PRIOR (3) FAC 62 610.469 WRITTEN APPROVAL FROM THE ENGINEER. f 1 CITY OF ZEPHYRHILLS iDECEMBER; STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39625 ALSTON AVENUE ZEPHYRHILLS FLORIDA 33542 ' PHONE (813)780-0029 FAX (613)780-0613 G FLEXIBLE CONNECTOR FILL ANNULAR SPACE W/NON-SGRINK GROI INFLUENT SEWER PIPE \ CHANNEL TOP — CHANNEL BOTTOM SEE NOTE FLEXIBLE 2 -� COUPLING GROUT ...9 NOTE; PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM INFLUENT IE TO EFFLUENT IE. MANHOLE - CONNECTION TO INFLUENT GRAVITY SEWER NTS k CITY OF ZEPHYRHILLS DECEMBER2015 _ STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S A PHONE (813)780-0029 FAX (813)780.0613 `I/� 2'-6" SQ, l AC PAVING OR FRAME AND SOLID LID / GRADE & NEENAH R-1974-A f (ROUND) OR EQUAL TO PIPE O.D. a o 6 GONG. COLLAR RAISE TO GRADE IN UNPAVED AREA PREMOLDED PLASTIC 4" MIN. EXPANSION JOINT ENCASEMENT MATERIAL 3" TYP SAND BACKFILL CONCRETE ENCASEMENT EQUAL DIA. PIPE (8' I.D. MAX.) AS REQUIRED TO ENCASE FITTINGS ` (1)2'-Q" JOINT — AS! SHOWN .o a .° � •o,_. ' .a PLUG N I_N v o ( a,o UNDISTURBED SOIL GRAVITY CLEANOUT NOT TO SCALE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS _ CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S PHONE (813)780-0029 FAX (813)780-0613 -n V7 • Know. whars below. CBI( before you dig. Dewberry* Dewberry Engineers Inc. 1000 North Ashley Drive Suite 801 Tampa, FL 33602-3718 813.225.1325 FL. C.A. 00008794 Uj (n W J U J z Z J d Q r co J ry Z ® O N 0_ U! Z O U SEAL `,'I�����#If D O M No 3 : _� • 5 • r • � r r' y` ,,'SjoNA L ENG`%NN REVISIONS NO. DESCRIPTION DATE DRAWN BY AH APPROVED BY RM CHECKED BY CA DATE 04.2020 TITLE SEWER DETAILS PROJECT NO. 50102357 C-22 SHEET NO. 24 OF -�- O/L