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18-006 1 - / w � 4 A k, r �l a i rn 31 kkk nvayuA p eyynet 7�� Ia�> $on�ln � ;11a Y• _FZGyO,� n r `�"AU2 to m I J i , •"s, 0 ap�AUU y I 1 yy d• °- _ - a n2Am' n II I ;I _ yin°°�d-° `i•t F m a \Q c 00 m$ni a 5 wE jf R p D p m O� n uoe!^o I Ma.00 I I e E Z D ZD r WON th n ° pI enc�nnmm�nn > Z p N°v gi2pa ly Ay fegzg;"°`�� n p:.`cam O U Y��y Y mD�znnpQ .z a 4�€I. d I ; i.f L. ELEVATION PLAN (BOTTOM) 3/8" SS or GS ; CABLE U.N.O. 3/8" SS or GS CABLE U.N.O. 3/8" RODyy TYP 3/16, I� :I `r E NOTE: �h TENSION HIP COMPRESSION CABLE USING 3/8" TURNBUCKLE OR SIMILAR. TENSION TO REMOVE CABLE SLACK TO TAUGHT CONDITION. ryk ;'I HIP MEMBERS DUE TO DO NOT DEFLECT H 'i II I FXCFSSIVF TFNSION I i 9C HIP COMPRESSION CABLE NO CAL E ,I I �a 1 f it �1 Page 14 Of 14 r 1 t �I P . CUT TO FORM 3 8" STEEL L RIDGE AND HIP SLEEVE, HSS 1/2 STIFFENER PL (ONE AT ,;+ 4.500x0.188 X 24" LONG RIDGE AND EACH HIP) 2—0" HSS RIDGE PER PLANS (2) 1/2" DIA A325 BOLT s� W/ NUT WELDED TO SLEEVE TYPk HSS HIP PER PLANS �MNSE --- --- — S�-� 9 ' 41�tie TYP 7C 20'x40' STEEL CANOPY HIP DETAIL NO SCALE RIDGE AND HIP SLEEVE. HSS 4.500x0.188 X 24" LONG 1/2" STIFFENER PL BEYOND (ONE �sl AT RIDGE AND EACH HIP) HSS HIP PER PLANS s s HSS RIDGE PER PLANSq . x� rr i ,r I 'r 2'-0" TYP I i Y. I TYP I � � 8C 20'x40' STEEL CANOPY HIP/RIDGE DETAIL 1 11-01 i I Page 13 Of 14 IIfi CC I I^ t' CL COL'M, & CONCRETE FOUNDATION �} FTG BEYOND TYP TYP G I � 1/6 �b � STEEL COLUMN PER PLANS 1/2" THICK x 12" DIA. STEEL ; BASE PIL I I 'AI I I I I I I I I I (6) 3/4" DIA ANCHOR RODS EQUALLY SPACED 16" MIN STEEL COLUMN PER PLANS ( f I EMBED INTO FOOTING). 1/2" STEEL GUSSET PIL STEEL BASE PL 1 1/2" NON-SHINK GROUT N HARDSCAPE OR FINISH GRADE OR 1 1/4" NON-SHINK I AS OCCURS. I� GROUT W/ 1/4" LEVELING PIL N II li i I I c � u o CONCRETE PIER. REINFORCE W Li 8 5 VERT BARS EQUALLY SPACED AND 3 TIES ® 6' O.C. VERTICALLY. PROVIDE DOUBLE TIES I ; AT TOP OF PIER. ALL TIES TO ENCOMPASS VERTICAL REINIF AND ANCHOR RODS AND BE TED TO VERTICAL REINF. k4 3 .CLR. 2'-0" 5C 20'x401 STEEL CANOPY FOUNDATION DETAIL 3/411 = 11-011 Page 12 Of 14 i a 1 � �r I 191+' 4 h {{ f�J REINFORCING DEVELOPMENT LENGTH OF STANDARD HOOKS TABLE—TYPICAL U.N.O. BAR CONCRETE MASONRY SIZE ALL ALLI 3 9 5 4 11 6 5 14 8 6 17 9 7 20 10 ;l 8 22 12 9 25 -- 10 28 -- 11 31 -- 14 -- -- 18 -- -- TABLE NOTES: 1. DEVELOPMENT LENGTHS ARE CALCULATED PER ACI 318-05, 12.2.3, EQ. (12-1) FOR CONCRETE AND ACI 530-05, 2.1.10.5.1 FOR MASONRY. I 2. DEVELOPMENT LENGTH SHALL BE INCREASED BY 30% FOR LIGHTWEIGHT CONCRETE. SCALE: 4 REINF. DVLPMNT STANDARD HOOKS TABLE NO SCALE E I TYP� HSS HIP PER PLANS i TYP STEEL ROD 1/2" DIA X 1 3/4" LONG I I I I COLUMN CAP. HSS 5.500x0.188 X N " 6" LONG W/ 3/8" X 5 1/2" DIA. ` (2) 1/2" DIA A325 BOLT W/ STEEL CAP PL NUT WELDED TO ONE SIDE OF HIP �4 TYP N (2) 1/2" DIA A325 THRU • BOLT W/ WASHER AND NUT } tf STEEL COLUMN PER PLANS E I � SCALE: 6C 20x40 i i STEEL CANOPY COLUMN CAP DETAIL NO SCALE j � I Page 11 Of 14 'll �I- LAP—SPLICE LENGTH FOR UNCOATED REINFORCING BARS LENGTHS (IN.) SINGLE MAT DOUBLE MAT BARSIZE 1500 PSI 1800 PSI 2000 PSI 1500 PSI 1800 PSI 2000 PSI #3 19 17 17 19 17 17 #4 25 23 22 31 29 27 #5 31 29 27 49 45 42 #6 53 48 46 98 90 85 #7 67 61 58 133 122 116 #8 93 85 81 1 186 170 161 #9 119 108 103 237 216 205 NOTES: 1. LAP—SPLICE LENGTHS ARE CALCULATED PER 2006 IBC 2107.5. u 2. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS. 3. FOR GRADE 40 REINFORCING BARS MULTIPLY TABULATED VALUES BY 0.67 (15" LAP MIN). �I 4. MECHANICAL SPLICE REQUIRED FOR BAR SIZES GREATER THAN #9. k (MECHANICAL SPLICES SHALL DEVELOP 125% OF THE TENSILE STRENGTH OF THE BAR) ( 2 LAP SPLICE SCHEDULE FOR MASONRY REINFORCING BARS NO SCALEI I , .4 DETAILING DIMENSION HOOK RECOMMENDED END HOOKS(ALL GRADES)D=FINISHED A or G BEND DIAMETER ,I M 180'HOOKS 90'HOOKS ^Il, kS (in.) A or G J A or G III it,(I I/4 5 3 6 D 6 4 8 4d,2 1/2 MIN. /4 7 5 10 N 180' 1/2 8 6 1-0 1/4 10 7 1-2 11 8 1-3 11 3/4 1-7 907 1/4 1-5 1-0 3/4 1-10 1/4 1-7 1-2 3/4 2-0 2-3 1-8 1/2 2-7 3/4 3-0 2-3 3/4 3-5 D� I SEISMIC STIRRUP/TIE HOOK DIMENSIONS(ALL GRADES) 'X BAR t35'HOOKS 90'HOOKS { 135' SIZES D(in.) A or G H APPROX. A or G o 3 1 1/2 4 1/4 3 4 a I 4 2 4 1/2 3 4 1/2 5 2 1/2 5 1/2 3 3/4 6 6 4 1/2 8 4 1/2 8 ti 7 5 1/4 9 5 1/4 9 s s s 10 1/z 6 10 ALL SPECIFIC SIZES RECOMMENDED BY CRSI BELOW MEET MINIMUM ? ) REQUIREMENTS OF ACI 318 d pt, a I 135' g k. 3 REINFORCING STANDARD HOOKS SCALE: NO SCALE I ; j . Page 10 Of 14 }r �r LAP SPLICE LENGTHS (IN.) d, LENGTHS IN. ' .g BAR LAP 2500 PSI 3000 PSI 3500 PSI 4000 PSI 4500 PSI 5000 PSI ¢ SIZE CLASS TOP BARS' OTHER BARS TOP BARS' OTHER BARS TOP BARS' OTHER BARS TOP BARS' OTHER BARS TOP BARS' OTHER BARS TOP BARS$ OTHER BARS d: CASE 1 SE 2C ASE 1 ASE CASE iCASE CASE 1 SE 2CASE i E 2CASE 1CASE 2CASE 1 E 2CASE 1 ASE 2 ME 1CASE CASE (CASE CASE 1 ASE CASE 1CASE 2 3 A 24 36 18 27 22 33 17 25 20 30 16 23 19 28 15 22 18 27 14 21 17 25 13 20 ;. B 31 46 24 36 28 42 22 33 26 39 20 30 25 37 19 28 23 35 18 27 22 33 17 25 #4 A 32 47 24 36 29 43 22 33 27 40 21 31 25 37 19 29 24 35 18 27 23 34 17 26 B 41 61 32 47 38 56 29 43 35 52 27 40 33 49 25 37 31 46 24 35 29 44 23 34 A 39 59 30 45 36 54 28 42 33 50 26 39 31 47 24 36 30 44 23 34 28 42 22 32 5 B 51 77 39 59 47 70 36 54 43 65 33 50 41 61 31 47 38 57 30 44 36 54 28 42 � #6 A 47 71 36 54 43 65 33 50 40 60 31 46 37 56 29 43 35 53 27 41 34 50 26 39 B 61 92 47 71 56 84 43 65 52 78 40 60 49 73 37 56 46 69 35 53 44 65 34 50 1 A 69 103 53 79 63 94 48 72 58 87 45 67 54 81 42 63 51 77 40 59 49 73 38 56 ' #7 B 89 134 69 103 81 122 63 94 75 113 58 87 71 106 54 81 67 100 51 77 63 95 49 73 1, #8 A 78 117 60 90 72 107 55 83 66 99 51 77 62 93 48 72 59 88 45 68 56 83 43 64 B 102 153 78 117 93 139 72 107 86 129 66 99 81 121 62 93 76 114 59 88 72 108 56 83 A 88 132 68 102 81 121 62 93 75 112 58 86 70 105 54 81 66 99 51 76 63 94 48 72 #9 B 115 172 88 132 105 157 81 121 97 146 75 112 91 136 70 105 86 128 66 99 81 122 63 94 #10 A 100 149 77 115 91 136 70 105 84 126 65 97 79 118 61 91 74 111 57 86 71 106 54 81 B 129 L_ 194 100 149 118 177 91 136 109 164 84 126 102 153 79 118 96 144 74 111 92 137 71 10fi T1I10 165 BS 127 101 151 78 116 93 140 72 108 87 131 67 101 82 123 64 95 78 117 60 90 M 88 143 215 110 165 131 196 101 151 121 182 93 140 114 170 87 131 107 160 82 123 102 152 78 117 t•, 14 N A 133 199 102 153 121 181 93 140 112 168 86 129 105 157 81 121 99 148 76 114 94 141 72 108 18 N A 177 265 136 204 161 242 124 186 149 224 115 172 140 209 108 161 132 197 101 152 125 187 96 144 i 1 LAP SPLICE SCHEDULE FOR UNCOATED CONCRETE REINFORCING BARS I� Detail Notes: 1. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL WEIGHT CONC. i 2. TENSION LAP—SPLICE LENGTHS ARE CALCULATED PER ACI 318, SECTIONS 12.15. TABULATED VALUES FOR BEAMS OR COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MIN. CODE REQUIREMENTS. a' i 3. CASES 1 AND 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER, AND CENTER—TO—CENTER SPACING OF THE BARS ARE DEFINED AS: ' BEAM OR COLUMNS: CASE 1 — COVER AT LEAST 1.0 db AND CENTER—TO—CENTER SPACING AT LEAST 2.0 db CASE 2 — COVER LESS THAN 1.Odb OR CENTER—TO—CENTER SPACING LESS THAN 2.0 db. ALL OTHERS: CASE 1 — COVER AT LEAST 1.0 db AND CENTER—TO—CENTER SPACING AT LEAST 3.Odb. CASE 2 — COVER LESS THAN 1.0 db OR CENTER—TO—CENTER SPACING LESS THAN 3.0 db 4. ACI 318 DOES NOT ALLOW LAP SPLICES OF #14 OR #18 BARS. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE TENSION DEVELOPMENT LENGTHS. I °' 5. TOP BARS ARE HORIZ. BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW THE p BARS. 6. FOR GRADE 40 REINFORCING BARS, MULTIPLY TABULATED VALUES BY 0.67 (12" LAP }' MIN.). FOR LIGHT WEIGHT CONC., MULTIPLY TABULATED VALUES BY 1.3. i I ,,y i ;I Page 9 Of 14 } it 'j �fl I i R 10'-0" n3)j TYP 20,-0. LI 0^ } F=iTYR KNITTEXO COLCURSHADE'RAINFOREST'OR 'ROYAL BLUE'CANOPY OR EQUAL APPROVED BY U-HAUL CONSTRUCTION DEPARTMENT. 40,-0" I 5 TYF If f 7777777T x � j'. ;.r 3 201x40' STEEL CANOPY SIDE ELEVATION SCALE: 1/4"=r-0" KNITTEX®COLOURSHADE 'RAINFOREST' OR l 'ROYAL BLUE' CANOPY OR EQUAL APPROVED '' BY U—HAUL CONSTRUCTION DEPARTMENT. i /^ I 6 53.1 TYP ' GALVANIZED HSS 5.000x0.25 OR APPROVED EQUAL,TYP. 20' 0" i nd' ( i 5 I, lYP Uo' LR, I , l w � I 4 20'x40' STEEL CANOPY SIDE ELEVATION SCALE: 1/4"=1'-0" Page 8 Of 14 l ''' I� I 39,-7. --------- —-—-—-—-—-—-— — — — — I I 1 44'-2" I I I I I I M nP 1 p 1 20'x40' STEEL CANOPY FOUNDATION PLAN SCALE: 1/4"=,'-9' ,1 40'-0" 20'-0" 10'-0" QI t --------------------------------------------------- , I , I 581 nP I I I I I 2 i I _ I I i GALVANIZED HSS 6x4x3/16 OR `$ APPROVED EQUAL,TYP. I i « I r I Id I� I I GALVANIZED HSS 4.0000.186 OR I ' I.. APPROVED EQUAL,TYP. # j KNITTEXOCOLOURSHADE'RAINFOREST'OR 'ROYAL BLUE' CANOPY OR EQUAL APPROVED BY U—HAUL CONSTRUCTION DEPARTMENT, If I i 1 2 'x40' STEEL CANOPY PLAN SCALE: t/4"=1-0° 2 0 Page 7 Of 14 �E ' 1 j 3 7. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". WELDING FILLER METAL SHALL BE AWS A5.1 OR A5.5 E70XX LOW HYDROGEN ELECTRODES. WELDERS SHALL BE AWS CERTIFIED. SUBMIT COPY 0 ALL CERTIFICATIONS TO THE ENGINEER. SURFACES TO BE WELDED SHALL BE WIRE BRUSHED CLEAN BEFORE WELDING. i 8. ALL EXTERIOR METAL FABRICATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. SPECIAL STRUCTURAL INSPECTIONS 1 1. THE OWNER WILL HIRE AN INSPECTION AGENCY OR RETAIN THE ENGINEER OF RECORD TO PERFORM ALL REQUIRED SPECIAL INSPECTIONS AND TEST. 2. SPECIAL STRUCTURAL INSPECTIONS SHALL BE CONDUCTED AND DOCUMENTED AS PER CHAPTER 17 OF THE IBC AND ALL APPLICABLE AMENDMENTS FOR THE FOLLOWING ITEMS OR AS REQUIRED BY THE BUILDING OFFICIAL: I; �I it • STEEL CONSTRUCTION STEEL CONSTRUCTION MINIMUM SPECIAL INSPECTION: GENERAL CONFORMANCE AND BOLTS ONLY; ALL WELDING TO BE PRE-QUALIFIED SHOP WELDS WHERE POSSIBLE, PERFORMED IN A SHOP AND BY A WELDER THAT IS AWS CERTIFIED. ALL STEEL FABRICATORS THAT ARE NOT PRE-APPROVED BY THE BUILDING OFFICIAL SHALL BE INSPECTED IN ACCORDANCE WITH SECTION 1704.2 OF THE IBC. • CONCRETE CONSTRUCTION • ANCHOR BOLTS IN PRE-DRILLED HOLES IN CONCRETE OR IN MASONRY • SITE SOIL CONDITIONS (AS REQUIRED; SEE FOUNDATION DESIGN NOTES) F .4 3. ALL SPECIAL INSPECTIONS SHALL BE CONDUCTED BY A QUALIFIED SPECIAL INSPECTOR AS DETERMINED BY THE BUILDING i V OFFICIAL AND/OR PERFORMED UNDER THE SUPERVISION OF THE ENGINEER OF RECORD. 4. A STATEMENT OF SPECIAL STRUCTURAL INSPECTION IN ACCORDANCE WITH SECTION 1705 OF THE IBC SHALL BE � I SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO BEGINNING OF ANY SPECIAL STRUCTURAL INSPECTIONS BY THE SPECIAL INSPECTOR. 5. SPECIAL STRUCTURAL INSPECTION REPORTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD IN ACCORDANCE WITH SECTION 1704 OF THE IBC. i itt P I Page 6 Of 14 4 I yy�g g^E CONCRETE/MASONRY ANCHORS i 1. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE KWIK BOLT TZ (ICC ESR-1917) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. 2. ADHESIVE ANCHORS SHALL BE HIT—RE 500—SD (ICC ESR-2322) INTO CONCRETE AND HIT HY 150 MAX (ESR-1967) INT MASONRY AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. 3. ALL ANCHORS SHALL BE INSTALLED WITH STEEL WASHERS. 4. WHEN USING ADHESIVE ANCHORING SYSTEMS THE MANUFACTURER SHALL SUPPLY THE ANCHOR AND ADHESIVE, UNLESS } OTHERWISE NOTED. 5. ALL ALTERNATE PRODUCTS SHALL HAVE A CURRENT ICC EVALUATION REPORT. 6. ANCHORS INSTALLED INTO MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS UNLESS OTHERWISE NOTED. IF GROUTED CELLS ARE NOT ENCOUNTERED, BREAK INTO CELL AND GROUT SOLID 8". 7. ALL ANCHORS SHALL BE APPROVED FOR USE WITH CRACKED CONCRETE AND CONFORM TO CURRENT ICC ES REPORT 1 (ICC—ES AC193 FOR MECHANICAL ANCHORS AND ICC—ES AC308 FOR ADHESIVE ANCHORS). 8. INSTALL ALL ANCHORS IN STRICT ACCORDANCE WITH ALL APPLICABLE ICC—ES AND BUILDING CODE REQUIREMENTS. ALL ANCHOR SPACING, EMBEDMENT, EDGE DISTANCE, AND INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. REFER TO SECTIONS AND DETAILS ON THE DRAWINGS FOR ADDITIONAL INFORMATION. 9. ALL PERSONNEL INSTALLING MECHANICAL/ADHESIVE ANCHORS SHALL BE TRAINED BY THE PRODUCT MANUFACTURER ON PROPER INSTALLATION TECHNIQUES. TRAINING DOCUMENTATION FROM THE MANUFACTURER SHALL BE AVAILABLE UPON REQUEST. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' (1989 EDITION) OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 2. ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND WITH THE 13TH EDITION OF THE "STEEL CONSTRUCTION MANUAL" OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 3. GRADE OF STEEL • OTHER SHAPES, PLATE, AND BARS ASTM A36 • HOLLOW STRUCTURAL SHAPES (HSS) ASTM A500, GRADE B • STEEL PIPE ASTM A53 TYPE E, GR. B >. • GALVANIZED STRUCTURAL STEEL STRUCTURAL SHAPES AND RODS ASTM A123 BOLTS, FASTENERS AND HARDWARE ASTM A153 • ANCHOR RODS ASTM F1554, GR. 36 • THREADED ROD ASTM A36 4. ALL FIELD CONNECTIONS SHALL USE BOLTS, UNLESS OTHERWISE NOTED. ALL SHOP AND FIELD INSTALLED BOLTS SHALL i BE 3/4" DIA ASTM A325 TYPE N BOLTS IN STANDARD HOLES, AND SNUG TIGHT, UNLESS OTHERWISE NOTED. ALL BOLTED CONNECTIONS SHALL HAVE 2 BOLTS MINIMUM, UNLESS OTHERWISE NOTED. 5. HARDENED WASHERS CONFORMING TO ASTM F436 SHALL BE USED AT A325 BOLTS AND A490 BOLTS USED IN FRICTION CONNECTION AND OVERSIZED AND SHORT SLOTTED HOLES. 5/16-THICK PLATE WASHERS OF STRUCTURAL GRADE MATERIAL SHALL BE USED AT LONG SLOTTED HOLES. WASHERS SHALL HAVE A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION. ; 6. ALL MODIFICATIONS REQUIRED FOR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS, AND MADE DURING SHOP FABRICATION. FIELD BURNING OF STRUCTURAL STEEL IS PROHIBITED. C ' Page 5 Of 14 4. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (144 PCF+) CONFORMING TO ASTM C94 WITH ALL CEMENT CONFORMING TO ASTM C150, TYPE I OR II. MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2" FOR FOOTINGS AND 3/4" FOR WALLS AND STABS, CONFORMING TO ASTM C33. 5. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS, SLUMP AND MAXIMUM WATER/CEMENTY. RATIO REQUIREMENTS: • ALL CONCRETE 3000 PSI 2" — 4" SLUMP* W/C RATIO = .58 1 6. OBTAIN EACH TYPE OF CEMENT OF THE SAME BRAND FROM THE SAME MANUFACTURER'S PLANT, EACH AGGREGATE FROM ONE SOURCE, AND EACH ADMIXTURE FROM THE SAME MANUFACTURER. 7, ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE ENTRAINED AIR IN ACCORDANCE WITH SECTION 1904 OF THE IBC. '` 8. FOR AIR ENTRAINED CONCRETE — MAXIMUM W/C RA110 = .44 9. ALL GROUT SHALL BE NONMETALLIC SHRINKAGE—RESISTANT GROUT PROVIDED BY A MANUFACTURER APPROVED IN WRITING BY THE STRUCTURAL ENGINEER AND INSTALLED AND MIXED PER THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS EQUAL TO 5000 PSI. 10. REINFORCEMENT: ' • DEFORMED BARS ASTM A615, GRADE 60 • GALVANIZED REINFORCEMENT ASTM A767, CLASS 11 N 11. REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM CLEAR CONCRETE COVER UNLESS OTHERWISE NOTED: • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" • CONCRETE SURFACES IN CONTACT WITH SOIL OR EXPOSED TO • EARTH OR WEATHER (#6 BARS OR LARGER) 2" (#5 BARS OR SMALLER) 1-1/2" • COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" • CONCRETE SURFACES NOT IN CONTACT WITH SOIL OR h: EXPOSED TO WEATHER INCLUDING WALLS AND TOP AND ;. BOTTOM OF SLABS 1" 12. WELDING OF REINFORCING BARS IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. IF WELDING OF REINFORCING IS NECESSARY, IT SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.4. REINFORCING STEEL FOR WELDED ASSEMBLIES SHALL CONFORM TO ASTM A706 SPECIFICATIONS. 13. SPLICED BARS SHALL HAVE A MINIMUM LAP OF CLASS B TENSION LAP SPLICE PER TYPICAL DETAILS. �I 14. GALVANIZED REINFORCING SHALL BE TREATED TO PREVENT REDUCTION OF BOND. OTHERWISE PROVIDE SPLICE L.ENGTHES EQUIVILANT TO EPDXY COATED REINFORCING. I ' 15. ALL REINFORCING STEEL INDICATED AS BEING CONTINUOUS (CONT.) ON THE PLANS AND DETAILS SHALL BE LAPPED WITH A CLASS B SPLICE OR 36 x BAR DIAMETER (WHICHEVER IS GREATER) UNLESS OTHERWISE NOTED. tp 16. REINFORCING BARS TO EXTEND 12 BAR DIAMETERS BUT NOT LESS THAN 12" BEYOND BAR BENDS, UNLESS OTHERWISE NOTED. 17. PROVIDE ADDITIONAL BARS AS SHOWN IN TYPICAL DETAILS. I' 18. ALL REINFORCING STEEL SHALL BE SET AND TIED IN PLACE PRIOR TO POURING OF CONCRETE. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE ENGINEER IN WRITING. 19. PROVIDE CORROSION RESISTANT ACCESSORIES SUCH AS PLASTIC COATED (NOT PLASTIC TIPPED) OR STAINLESS STEEL CHAIRS IN ALL EXPOSED CONCRETE CONSTRUCTION. PRECAST CONCRETE CHAIRS OR SAND PLATE CHAIRS SHALL BE USED FOR THE SUPPORT OF REINFORCING ON GRADE. CONCRETE BLOCK OR CLAY MASONRY BRICK ARE NOT PERMITTED. 20. ALL EXPOSED CORNERS OF CONCRETE TO HAVE 3/4" MINIMUM CHAMFER UNLESS OTHERWISE NOTED. 21. CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1-1/2 HOURS AFTER WATER HAS BEEN ADDED TO THE CEMENT AND AGGREGATE. ADDITION OF WATER TO THE MIX AT THE PROJECT SITE IS STRICTLY PROHIBITED, ALL WATER MUST BE d ADDED AT THE BATCH PLANT ONLY. a 22. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CONCRETE OPENINGS AND/OR PENETRATIONS REQUIRED FOR OTHER TRADES PRIOR TO PLACING CONCRETE. 23. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REGLETS, PIPE SLEEVES, CONDUITS OR ! OTHER ITEMS TO BE EMBEDDED OR PASSED THROUGH CONCRETE. ! ii Page 4 Of 14 � i SHOP DRAWINGS / DEFERRED STRUCTURAL SUBMITTALS (con't) Roo 7. OTHER SUBMITTALS MAY BE REQUIRED PER THE SPECIFICATIONS OR THE SEPARATE NOTES CONTAINED HEREIN. ` 8, TEMPORARY OR PERMANENT SYSTEMS OR FRAMING MEMBERS THAT ARE NOT SPECIFICALLY DESIGNED, DETAILED, OR SPECIFIED IN THE CONTRACT DOCUMENTS BUT ARE REQUIRED TO COMPLETE THE FINISHED STRUCTURE, SHALL BE DESIGNED AND DETAILED BY OR UNDER THE DIRECTION OF A QUALIFIED PROFESSIONAL ENGINEER. ALL REQUESTED SUBMITTALS FOR THESE SYSTEMS OR FRAMING MEMBERS SHALL BE SIGNED AND SEALED BY SAID QUALIFIED PROFESSIONAL ENGINEER. 9. ALL SIGNED AND SEALED SHOP DRAWINGS AND/OR CALCULATIONS THAT ARE REQUIRED TO BE SUBMITTED FOR REVIEW SHALL BE DONE BY OR UNDER THE DIRECTION OF A QUALIFIED PROFESSIONAL ENGINEER. 10. A QUALIFIED PROFESSIONAL ENGINEER IS A PROFESSIONAL ENGINEER WHO IS LEGALLY REGISTERED AND LICENSED TO PROVIDE ENGINEERING SERVICES IN THE JURISDICTION IN WHICH THE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES RELATED TO THE WORK SUBMITTED. SAID ENGINEER SHALL BE CAPABLE OF PERFORMING DESIGN AND DETAILING USING RATIONAL ENGINEERING DESIGN PRACTICES BASED ON STANDARD PRACTICES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE BUILDING CODE, AND ALL APPLICABLE BUILDING CODE AMENDMENTS. FOUNDATION DESIGN 1. ASSUMED GEOTECHNICAL INFORMATION: • ALLOWABLE SOIL PRESSURE 1,500 PSF 1= 2. FOOTINGS SHALL BEAR AT LEAST XX" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ;' ON THE DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FlELD. � 3. ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING THE DESIGN BEARING PRESSURE NOTED HEREIN. 4. ALL SOIL SURROUNDING AND BENEATH ALL FOOTINGS, SLABS, ETC. SHALL BE PROTECTED AGAINST FROST OR FREEZING DURING CONSTRUCTION. 5. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR FOUNDATION DESIGN WHEN A GEOTECHNICAL REPORT IS NOT PROVIDED }� TO THE ARCHITECT AND/OR ENGINEER. L 6. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ONSITE SOIL CONDITIONS. 7. THE CONTRACTOR SHOULD EMPLOY A PROFESSIONAL GEOTECHNICAL ENGINEER TO INSPECT THE FOUNDATIONS AND BEARING LEVELS AND VERIFY THAT THE MATERIAL ON WHICH THE FOUNDATIONS WILL BEAR HAS AT LEAST THE ABOVE I,4 NOTED CAPACITY AND GIVE RECOMMENDATIONS FOR SUBGRADE PREPARATION. STRICTLY FOLLOW GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR SUBBASE AND F001ING BEARING MATERIAL AND PREPARATION AS REQUIRED. 8. IMMEDIATELY NOTIFY THE ENGINEER AND/OR ARCHITECT IF UNSUITABLE SOIL OR SOIL CONDITIONS AT VARIANCE WITH THE GEOTECHNICAL REPORT IS DISCOVERED AT THE FOOTING ELEVATIONS SPECIFIED. ` 9. THE EXISTENCE OF UNDERGROUND STRUCTURES AND/OR UTILITIES IS NOT KNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER OR NECESSARY AUTHORITIES THE LOCATIONS OF ALL EXISTING UNDERGROUND STRUCTURES AND/OR UTILITIES. i 10. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SEWERS, DRAINS, CONDUITS, PIPES, ETC., THE BOTTOM OF FOOTING SHALL j BE SET AT OR BELOW THE INVERT ELEVATION OF THE ADJACENT ELEMENT. CAST—IN—PLACE CONCRETE 1. ALL REINFORCED CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE ' AMENDMENTS AND THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) OF THE AMERICAN CONCRETE INSTITUTE. , 2. ALL REINFORCED CONCRETE MIX DESIGNS SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND j APPLICABLE AMENDMENTS AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301) OF THE AMERICAN CONCRETE ?r INSTITUTE. t 3. ALL REINFORCING STEEL FABRICATION AND PLACEMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND THE "MANUAL OF STANDARD PRACTICE" (CRSI MSP-1) OF THE CONCRETE ` REINFORCING STEEL INSTITUTE AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301) AND "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315) OF THE AMERICAN CONCRETE INSTITUTE. I c Page 3 Of 14 � � I I E 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER. kj l 9. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THOSE STANDARDS, UNLESS OTHERWISE NOTED. 10. COORDINATE ALL CONSTRUCTION ACCESS AND OPERATIONS FOR ALL WORK THAT OCCURS ADJACENT TO AN EXISTING STRUCTURE AS NECESSARY TO AVOID DISRUPTION TO SAID STRUCTURE. 11. ALL STRUCTURAL CONSTRUCTION DOCUMENTS (DRAWINGS, DETAILS, CALCULATIONS, AND ALL OTHER STRUCTURAL INFORMATION) PROVIDED ARE THE PROPERTY OF U—HAUL INTERNATIONAL / AMERCO REAL ESTATE (U—HAUL) AND ARE V FOR USE ON THIS PROJECT ONLY. ANY OTHER USE OF THE STRUCTURAL CONSTRUCTION DOCUMENTS IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PREMISSION OF U—HAUL. l 12. THE SCOPE OF SERVICES CARRIED OUT BY U—HAUL DOES NOT INCLUDE A FIELD REVIEW DURING CONSTRUCTION UNLESS g OTHERWISE AGREED UPON IN WRITING. THE CONSTRUCTION DOCUMENTS ARE ISSUED WITH THE UNDERSTANDING THAT THE CONTRACTOR IS SOLELY RESPONSIBILITY FOR VERIFING ALL WORK IS CARRIED OUT IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND THAT ANY DISCREPANCIES OR OMISSIONS WILL BE BROUGHT TO THE IMMEDIATE f` y ATTENTION OF THE ARCHITECT AND ENGINEER. ' 13. IF DRAWINGS AND CALCULATIONS ARE PROVIDED ELECTRONICALLY; COPIES OF THE ORIGINAL CONSTRUCTION DOCUMENTS AS DESIGNED BY U—HAUL HAVE BEEN RETAINED BY U—HAUL. U—HAUL IS NOT RESPONSIBILITY FOR ANY SUBSEQUENT CHANGES TO THE REPRODUCIBLE ORIGINAL CONSTRUCTION DOCUMENTS (I.E. DOCUMENTS PROVIDED ELECTRONICALLY) WHICH ARE NOT MADE OR OTHERWISE COMMUNICATED IN WRITING BY U—HAUL i SHOP DRAWINGS / DEFERRED STRUCTURAL SUBMITTALS 1. THE CONTRACTOR SHALL SUBMIT A MINIMUM OF THREE COPIES OF THE FOLLOWING SHOP DRAWINGS (MAXIMUM SCALE 1/8: = 1'—O') TO THE ARCHITECT/ENGINEER PRIOR TO THE FABRICATION OF ANY STRUCTURAL COMPONENTS (ONE COPY TO BE RETAINED BY THE ARCHITECT AND ENGINEER). AS A MINIMUM, ALL SHOP DRAWING SUBMITTALS SHOULD INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS OF INSTALLATION AND CONNECTIONS, AND MATERIAL SPECIFICATIONS, UNLESS OTHERWISE NOTED. 2. SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. BEFORE BEING SUBMITTED FOR REVIEW, ALL SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR AND BEAR THE CHECKER'S INITIALS AND SHALL BE REVIEWED BY THE CONTRACTOR FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AND HAVE AN APPROVAL STAMP PLACED ON EACH SHOP DRAWING INDICATING SUCH. ANY SHOP DRAWING NOT CHECKED OR REVIEWED BY THE FABRICATOR AND CONTRACTOR PRIOR TO BEING SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW MAY BE REJECTED AND RETURNED WITHOUT REVIEW. s 3. IN NO CASE SHALL REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. 4. DESIGN AND DETAILING SHALL BE PERFORMED USING RATIONAL ENGINEERING DESIGN PRACTICES AND BE BASED ON STANDARD PRACTICES IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS AND THE BUILDING CODE AND ALL APPLICABLE BUILDING CODE AMENDMENTS. r 5. THE ENGINEER'S REVIEW IS TO VERIFY CONFORMANCE WITH DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE �I PERTINENT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW, CHECK, AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. 6. AS A MINIMUM, SUBMIT THE FOLLOWING ITEMS FOR REVIEW: • REINFORCING STEEL IN REINFORCED CONCRETE AND MASONRY CONSTRUCTION — INCLUDE DETAILS OF ALL BENT BARS, VERTICAL REINFORCING AND HORIZONTAL BOND BEAM REINFORCING. INCLUDE PLANS AND ELEVATIONS AS j REQUIRED TO CLEARLY SHOW ALL REINFORCING. • ALL CONCRETE CONSTRUCTION — SUBMIT A CONCRETE MIX DESIGN FOR EACH CONCRETE STRENGTH. AS A MINIMUM, EACH DESIGN SHALL INCLUDE PROPORTIONS OF CEMENT, FINE AND COURSE AGGREGATES, AND WATER, 3 I GRADATION OF COMBINED AGGREGATES, AND CONCRETE COMPRESSIVE TEST RESULTS. CERTIFICATION SHALL BE FROM AN ACCEPTABLE TESTING LABORATORY. • STRUCTURAL STEEL —IF STEEL CANOPY IS NOT PROVIDED BY U—HAUL, SUBMIT SHOP DRAWINGS AND CALCULA11ONS SIGNED AND SEALED (CALCULATIONS ONLY) BY A QUALIFIED PROFESSIONAL ENGINEER. CALCULATIONS SHALL INCLUDE AS A MINIMUM, ALL LOADS, STRESSES, AND DEFLECTIONS ASSOCIATED WITH EACH MEMBER AND/OR CONNECTION. i i ,I Page 2 Of 14 i el 20X40 DESIGN CRITERIA 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE STRUCTURAL DRAWINGS AND SPECIFICATIONS AND MEET THE REQUIREMENTS OF THE 200X INTERNATIONAL BUILDING CODE AND THE APPLICABLE BUILDING CODE AMENDMENTS. THE ARCHITECTURAL DRAWINGS SHALL GOVERN ALL DIMENSIONS. 2. OCCUPANCY CATEGORY: I 3. ROOF LIVE LOADS: • BASIC ROOF LIVE LOAD 5 PSF 4. SNOW LOADS: • GROUND SNOW LOAD (Pg) XX PSF • FLAT ROOF SNOW LOAD (Pf) XX PSF • SNOW EXPOSURE FACTOR, Ce 1.0 • SNOW LOAD IMPORTANCE FACTOR, Is 0.80 • THERMAL FACTOR, Ct 1.2 5. WIND LOADS: • BASIC WIND SPEED (3—SECOND GUST) XXX MPH • WIND IMPORTANCE FACTOR, Iw 1.0 tT, • WIND EXPOSURE C. • COMPONENTS AND CLADDING PRESSURE a p ROOF 14.5 PSF 6. EARTHQUAKE LOADS: I: • SEISMIC IMPORTANCE FACTOR, le 1.0 • MAPPED SPECTRAL RESPONSE ACCELERATION, Ss X.XX %g • MAPPED SPECTRAL RESPONSE ACCELERATION, S1 X.XX %gI, • SITE CLASS (ASSUMED) D • SPECTRAL RESPONSE COEFFICIENT, SDs X.XX %g • SPECTRAL RESPONSE COEFFICIENT, SD1 X.XX %g • SEISMIC DESIGN CATEGORY A • BASIC SEISMIC—FORCE—RESISTING SYSTEM ORMSW • SEISMIC RESPONSE COEFFICIENT, Cs X.XX • RESPONSE MODIFICATION FACTOR, R 2 n,ll I • DESIGN BASE SHEAR, V X.XX KIP • ANALYSIS PROCEDURE USED EQUIV. LATERAL FORCE 7. SEE PLANS FOR ADDITIONAL LOADING CRITERIA. GENERAL CONDITIONS M 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERT ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION, AS TO SAFETY PRECAUTIONS AND PROGRAMS. 3. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY AND STABILITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION OF ANY STRUCTURAL COMPONENTS. IMMEDIATELY NOTIFY THE ENGINEER AND/OR ARCHITECT OF ANY DISCREPANCIES FOUND DURING FIELD VERIFICATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING THE WORK. 5. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER AND/OR ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ANY STRUCTURAL COMPONENTS. ALL CHANGES REQUIRE THE WRITTEN APPROVAL OF THE ENGINEER AND/OR ARCHITECT. UNAUTHORIZED DEVIATIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL SHORE OR CRIB THE STRUCTURE FOR ALL CONSTRUCTION LOADS WHICH EXCEED THE NOTED I DESIGN LOADS. DO NOT APPLY ANY ERECTION OR CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY f CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE. 7. ALL STRUCTURAL WORK THAT IS COMPOSED OF COMPONENTS DESIGNED BY OTHERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND SUPERVISED BY THE MANUFACTURER'S REPRESENTATIVES) E DURING THE MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION AS REQUIRED. Page 1 Of 14 i` The Conr►no►rwealth of Massachusetts Depart►nent of Lnlustrial Accidents Office of Investigations 600 Washington Street Boston, Alass. 02111 www.nurss.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):QO`'%Y\D l\ \-\ � Q� Address:ko. x G f S C1,t, vt 04 0 City/State/Zip: / Phone#: C,,:i5 - 4 3I 7j Are y p in employer? Check the appropriate box: Type of project(required) 1. Jell am an employer with CS _ -t. ` t am a general contractor and 1 6. C New construction employees(full and/or part time).* have hired the sub-contractors 7. Remodeling= 2. _ 1 am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub-contractors have S. Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp. insurance comp. insurance. required] 5.' We are a corporation and its 10. Electrical repairs or additions 3. _ 1 am a homeowner doing;all work officers have exercised their 11. Plumbing repairs or additions myself [No workers* comp. right of exemption perm i/lGL insurance required]t c. 152, § 1(4),and we have no 13. Roof repairs employees. [no workers' 13. /Other C(n:y( comp. insurance required.] °Any applicant that checks box 1#1 must also rill out the section below showing their workers'compensation policy information. tllotneowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contactors that check this box most attach all additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,thee must provide their workers'comp.policy number. I ant an employer that is providing ivorkers'compensation insurance for n{I'entpltgees. Belot,is tin policy and job site information. f Insurance Company Name:Co ,, ; e.t� q� ctSLIC<1 C o VV\ ^�_ _ Policy #or Self-ins. Lie.fi:LA a 4 Y)3oZ 3� 1� Expiration Date: - j t, /j Job Site Address: 22 '7 AJ Lin �' _ _ City/State/Zip. �jc( ,4t')`) n -)on .A-A G1C.&C _ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration (date). Failure to secure coverage as required under Section 25a of MGL 152 can lead to the imposition of criminal penalties of a fine LIP to S 1,500.00 and/or one year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of $250.00 a day against violator. Be advised that a copy of this statement maybe forwarded to the Office of investigations of the DIA for coverage verification. I do herby certify tinder the pairs and penalties of perjure that the inforniation provided above is truce and correct. Date: !Tint Name: GL,,A E C Ov�vx � `'� � `" Phan 41: c o,�3 Official use oily Do nut write i►r this ti►'ea to he completed Gy city o►'town officitil 1 City or Town: Permit/license#: Issuing Authority(circle one): !.Board of Heath 2. Building Department 3.Cityrrown Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact person: Phone#: i Version l.? Commercial Buildino Permit llav 15.2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes a No O SECTION 11 -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I &I CO - Vi T � as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Pr 'Jame e '` ? �. a?G l Signatu e__ Date SECT N 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Wann f7 Coin V10 © ) 9 l a 43 _ License Number - (o_ c tr,,.� I^► P S �- c �;�n-Vc•� rv�t>� a s ,>c l a 10?� 5 Address r1 Expiration Date Signature Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes k_L�7 No 0 Version l.7 Commercial Building Pennit NIay 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): CIr :GU k, Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility 1 Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor L`.��_✓1 C L Co�� _ `.a•y �^ G Not Applicable ❑ Company Name: Responsible In Charge of Construction Address �r �9�36$4313 Signature Telephone Version 1.7 Commercial Building Permit Z,lay 1.5), 2000 3, NORTHAi IPTON ZONING Existin; Proposed Required by Zoning 'Iiiis column to be filled in be linildin;Dep:irunent Lot Size Frontage Setbacks Front Side L: R: L: R: Rear BUildin- Height Bldg, Square Footage °lo Open Space Footage (Lot area minus bldo S.paved parkine) "of Parking,Spaces Fill: (volume&Location) A. Has a Sp cial Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Re try of Deeds? NO O DON T KNOW YES 0 IF YES: enter Book Page and/or Document '. B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained 0 Date issued: C. Do any signs exist on the property? YES NO O IF YES, describe size, type and location: / /1 �.j�l.,y��f'Y► liYl��.JZ�Y����L��L D. Are there any proposed changes to or additions of signs intended for the property? YES O NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO Q IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit \,lay 15, 2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE i Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing E3 Change of Use❑ Other [ Brief Description Enter a brief description here. Of Proposed Work: C SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1 B F-1 B Business ❑ 2A �❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 38 ❑ M Mercantile ❑ 4 _❑� R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ i 56 ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use Specify: COMPLETE THIS SECTION IF EXISTING BUILDING 61\116GOING RENOVATIONS,ADDITIONS AND/OR CUNGE IN USE Existing Use Group: _ _...,. _- Proposed Use Group: _ Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 15. 10 _ 2 r _ 3`' 3re f p a`" 4VI N A Total Area(sf) Total Proposed New Construction (sf) Total Height(ft) Total Height ft 7.Water upply(M.G.L, c.40, §54) 7.1 Flood Zone Information: 7.3 Sewage Pisposal System: Public ZI Private ❑ Zone Outside Flood Zone[ Municipal Ld On site disposal system[] r Version 1.7 Commercial i3uildin-Permit iViav 15,2040 ----•"'�w y� Department use only City of Northampton Status of Permit: g 2013 Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Stec y Northampton, MA 01060 Two Sets of Structural Plans } phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify I APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office �a 7 Mc-(tw/6- /yc ✓Jx Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) LAS( A/�)D' Current Mailing ress:3 Signature Telephone 2.2 Authorize A ent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building '. 9 ?- .Uo , (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3- Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection 6. Total=0 +2+3+4 +5) 3`700 O° Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0427 d V� APPLICANT/CONTACT PERSON CONNOLLY CONSTRUCTION CO INC a N�� ADDRESS/PHONE P O BOX 615 CLINTON (978)368-4313 PROPERTY LOCATION 227 NORTH KING ST MAP 18 PARCEL 006 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL 20 X 40 CANOPY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 017128 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOYMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission 'Permit DPW Storm Water Management Demolition Delay Sig re of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 227 NORTH KING ST BP-2014-0427 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 18-006 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit# BP-2014-0427 Project# JS-2014-000742 Est. Cost: $3700.00 Fee: $60.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: CONNOLLY CONSTRUCTION CO INC 017128 Lot Size(sq. ft.): 29141.64 Owner: U-HAUL REAL ESTATE COMPANY Zoning: Applicant: CONNOLLY CONSTRUCTION CO INC AT: 227 NORTH KING ST Applicant Address: Phone: Insurance: P O BOX 615 (978) 368-4313 WC CLINTONMA01510 ISSUED ON:1212612013 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL 20 X 40 CANOPY POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType• Date Paid: Amount: Building $60.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner