Loading...
BP-06701(50 WGVENTURA FEET TIDE NUSETTs DRIVE CB zcp C� W 15" RCP DRAIN DMH 410 LU SMH U„ PVC SEWER 1 PYRUS CALLERYANA 'REDSPIRE' — SMH W u --- -- 8 CLDI WATERIv1AIN o--------- ---- W --- - — -- ----- -- W — - W 2 » _ 2.5 " CAL. WC - W ---- -__ _ _ -- - W --- - ---_ �? / - / __ __—__ - - - --_ L,J - — -- -- aIII-- W - -1-- --- - -- — _ _ _ W--------- - ---- W ----- ----- --------------- I i CB n n T ID EXISTING STREET TREE a° I 3 Wane Pwe, DO NO TO BE RE -LOCATED a HYDRANT _-.._----- 1..-- --- -------__----� - ---- _- -- - ENTER„ __ -- G --- ---- G -:------------ ---- G---------- GI. - G' - f---------- TM -. 195.45' "ENTER 24' JUNI RUS IN IS 'SEA E 12 JUNIPERUS CHINENSIS 'SEAGREEN' sl� f(SE GRE JIJNI R) �- _ 18' (SEAGREEN JUNIPER) FRAXINUS PENNSYLVANICA 'PATMORE 3 LLO ONT NER \ 3 GALLON CONTAINER PATMORE GREEN ASH i 2-2.5 CAL. SI�SIGN EXISTING BITUMINOUS 7 10, ` ° ° IT" r FRAXINUS PENNSYLVANICA 'PATMORE' R J ° ° �� PATMORE GREEN ASH CONCRETE f + `� ` ! 2"-2.5" CAL. PAVEMENT 9' � g' BITUMINOUS �' 71 co CONCRETE off. - 17 JUNIPERUS CHINENSIS 'SEAGREEN'' 10 JUNIPERUS CHINENSIS 'SEAGREEN' / \t PAVEMENT (SEAGREEN JUNIPER) I LEGEND E� I D 0 (SEAGREEN JUNIPER) 3 GALLON CONTAINER I V a U 3 GALLON CONTAINER 12 JUNIPERUS CHINENSIS 'S GREEN' f °° ° 11 (SEAGREEN JUNIPER) ( PROPERTY LINE C l 3 GALLON CONTAINER \ �o� 1 •° ° °. o CB❑ CATCHBASIN ° FRAXINUS PENNSYLVANICA 'PATMORE' > 5 WIDE CONCRETE SIDEWALK PATMORE GREEN ASH � - 9' - 2"-2.5" CAL. WG 0 WATER GATE 1 �1 Q BITUMINOUS w GG o GAS GATE FRAXINUS PENNSYLVANICA 'PATMORE' 1 PYRUS CALLERYANA 'REDSPIRE' �` CONCRETE O � „ PATMORE GREEN ASH CURB 7 2 -2.5 CAL. 2"-2.5" CAL. (TYP.) MHO MANHOLE I z uP¢ UTILITY POLE 1 EXISTING o 12 JUNIPERUS CHINENSIS 'SEAGREEN' g- o 1 (SEAGREEN JUNIPER) _ 13U I L D ING 3 GALLON CONTAINER N ENTRANCE LOCATION f K . . . 10 �" ® 25' R HANDICAP ACCESSIBLE MP .. • SITE SUMMARY BLE RA Z 1 PYRUS CALLERYANA 'REDSPIRE' ° 1 1' ° 2 -2.5 CAL. _ -12 JUNIPERUS CHINENSIS 'SEAGREEN' Parcel Area: 1.1 Acres (47,815 SF+) (SEAGREEN JUNIPER) 00 1 C' 3 GALLON CONTAINER s o Building Areas: 18,000 SF o 0 w � .-. CV N � g w -� II \ c� y; o o_ Q Total Impervious Area: 35,600 SF CD m o FRAXINUS PENNSYLVANICA 'PATMORE' —�+ o 0 lJj 0 PATMORE GREEN ASH 1 PYRUS CALLERYANA REDSPIRE w o Proposed Percent Lot Coverage: 75.0% a 2"-2.5" CAL. 2"-2.5" CAL. m w z Q P g a _ Q g o Parking Spaces Required: ASSESSORS MAP 63 TYPICAL 14 TALL 7 Q a p p p p = 228 Occupants - 1 space per 4 Occupants x 57 Spaces LOT 1 1 —7 SHOEBOX LIGHTING ❑ 10 Q O 10 1 space/employee x 3 employees = 3 spaces 0 PROPOSED =- 1 PYRUS CALLERYANA 'REDSPIRE' 17' > > e �� X 1 50 Total Spaces Provided: 60 spaces ASSESSORS MAP 63, LOT 1 1-8 - 1 2"-2.5" CAL. / � 7 \ P P BUILDING Zoning District: LIMITED INDUSTRIAL !/ ---_ _------- + GFA=18)000 SF Q _ ® OWNER APPLICANT: SAUL FREIDMAN 9 g� EMPLOYEE / ` EXISTING / PARKING C/0 GOLDS GYM \� DETENTION POND EMPLOYEE 10' EMPLOYEE 2301 PLEASANT STREET \ PARKING NEW BEDFORD, MA 02740 O ' 10' PARKING 0 20 WIDE _ Q 0 DRAINAGE EASEMENT z - - --- --- — — -- --—�^_---- -- -- - — - - --- -- --- ----- -.�_. LLJ z Q n L Li PLANTING NOTES C.� Q w Q U, C/ 1.' All new lawn areas shall receive a minimum of 6 inches topsoil of the proper pH and organic 0 J � content suitable for the healthy growth of lawns. These areas shall be seeded with a fine blade HOSE CHAFING GUARD AT FIRST BRANCHING I z � Z lawn grass need or sodded. 4-0 TRUNK WRAPPING MATERIAL 2. All areas to he seeded with wildflower seed shall be cleared, raked and rolled in preparation TURNBUCKLES ON ALL GUYS � .c' for seeding. Topsoil is not required for these areas. SAFETY FLAGGING a 3. All tree and Ahrub pits shall be at least 2 feet wider and 1 foot deeper than the tree or shrub WIRE GUYS, 3 PER TREE root ball to be planted in it. Backfill shall be high quality loam of the proper pH and organic FILTER FABRIC content suitable for the healthy growth of plant materials. 4 MULCH N Ln 0 in 4. All areas to be mulched shall receive 4 inches minimum 100% shredded bark mulch within 48 3" SAUCER RIM d N hours of planting. �' o ' Hy �O 'O N O 00 0 5. All plants shall be nursery grown and conform to the latest edition of "ANSI Z60.1, American 4"MULCH �-- 3" SAUCER RIM W 0 BACKFILL WITH PLANTING SOIL MIXTURE m Standard for Nursery Stock." E_ M LO00 12"1j 2 6. Plants shall conform to the botanical name as indicated in the latest edition of "American Joint l MIN. KIN 0 Committee of Horticultural Nomenclature, Standardized Plant Names."FOLD BACK BURLAP BACHFILL WITH PLANTING SOIL MIXTURE ' REMOVE SYNTHETIC AND 0) 6" 6" 6" g" " - � 7. Plants shall be handled at all times in accordance with the best horticultural practices. Plants MIN. w. 12 MIN. TREATED BURLAP 9 in -leaf shall be sprayed with anti -desiccant before digging. Plants shall be dug with firm MIN' IN FOLD BACK BURLAP °O w natural balls and shall conform to the ratios and sizes specified in ANSI Z60.1. B & B plants s° MIN, 2"MIN. TREMCVE REAED BURLAP AND LOOSEN SUBSOIL 6" BELOW shall be wrapped in burlap and tied firmly. Plant materials shall be delivered immediately prior o BOTTOM OF PLANTING PIT to placement, shall be kept moist and shall be protected from sun and wind. Plants having LOO,S:N SUBSOIL 6" BELOW 0,CD broken or cracked balls prior to or during planting will not be accepted. BOTT)M OF PLANTING PIT o C L C j d 8. All trunks of deciduous trees shall be wrapped immediately after planting with tree wrap. TREE f� I A � ITI � I C DETAIL /� (I w Wrap shall be wound spirally, from the bottom of the trunk to the second branches. All trees SHRUB PLANTING DETAIL GC I- Lt1lV lVl. C /-i L shall be staked or guyed immediately after planting in accordance with best horticultural NOT TO SCALE ° practices. NOT TO SCALE >d U J 9. The periods for planting shall be from March 15 to May 15 and from September 15 to November 1 weather permitting. Acad No. File No. FILE COPY ,, Your Safety At Worts; Correct Tool Usage - Make certain the correct tool Is available and used for each phase of building erection. Worker should maintain a firm, safe position when using any tool and a constant awareness of their location to the roof edge. Use approved tie -offs, calling a rails when working on roof surfaces. Check wire rope for broken strands, broken wire and kinking. Replace damaged, unsafe rope Immediately. Personal protection equipment should always meet OSHA standards. Always wear approved eye protection. Electrical tools must be properly grounded. Do not use electrbal loots or equipment while standing on wet 'surfaces. Return tools to their proper place when not In use. Don't allow tools, blocking or materials to become a Falling hazard. USE THE CORRECT TOOL FOR THE CORRECT JOB Your Safety At Work SAFETY PRECAUTIONS FOR ROOFING. WORK American Buildings Companysbongly recommends that erection employees be coFotinoousdy trained and refrained In safe and productive work practices. Working on the foof area In the Installation of roof sbucturals, Insulation a roof P,nanets requires propel training, correct equipment and constant alertness to minimize the danger of falls .anard hate should proper wan on Job sites to prevent Injury from falling objects. Workers should always be aware of their location to the roof edge Safe work practices on the following erection duties should be carefully reviewed with (erection crews prior to beginning each job. PANEL MAY COLLAPSE IF NOT PROPERLY SECURED) Roof panels must be completely attached to the purlins and to panels on either side before they can be a safe walking surface. Partially attached or unattached panels should never be walked onl - DO NOT: 1. Step on rib at edge of panel 2. Step near crease In rib at edge of panel 3. Step within 5 feet of edge at unsecured panel Roof panels must never be used as work platforms. An OSHA approved runway acs'specl fad In "OSHA Safety and Health Regulations for the Construction Industry" should be used for platform work. 9 GENERAL FOUNDATION NOTES AND CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS 1, AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2_ THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE. 3, FOUNDATION MUST. BE. DESIGNED FOR. THE. APPLICABLE REACTIONS. AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO : - THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY AB.C: ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA: DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE: SHEET NUMBER DATE REtV. NO., RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN LOADS TO BE RESISTED. BY THE FOUNDATIONS. 4e REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS - REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING W CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, 'MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR :OTHER DEPENDABLE MEANS.. - 1. METAL BUILDING DEAD LOAD (D) 1. D + C + L + MZ 2. 3.0 psf COLLATERAL LOAD 2. D + C + S + mz (C) 3, 30.0 pat ROOF LIVE LOAD (L) 3. 0.6 D + W + MZ - 4. D + C + S + 0.5 4. 30.0 psf FRAME LIVE LOAD (L) W + MZ _ O ABC-1 06112198 ABC-2 06109198 AB-1 06109198 - 0 5, COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12. INCHES INTO NATURAL SOIL, OR WHERE .FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED - 5. 30.0 psf GROUND SNOW LOAD (Pf) 5. D + C + W + 0.5 S + MZ OR THE FOOTING SHALL EXTEND'. TO THE NATURAL GRADE.. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. 6r EXPANSION ORCONSTRUCTIONJOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. - 6. D + C + UNBAL S + MZ 6. 30.0 Is- 1.0, Ce = 1.0 (S) 7, D + C + 0.6 S + 0.8 E + MZ AB-2 06�09�98 0 AB-3 06/09/98 0 7, THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE t 1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL .HAVE A t 1/8 INCH TOLERANCE. 7. 90.0 mph WIND VELOCITY W) B. D + C + E + LIZ WIND EXPOSURE CATEGORY - C HIND IMPORTANCE FACTOR = 1.0 E-01 06109198 0 8- COLUMN BASE 'PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE. BEARING STRESS OF CONCRETE THAT HAS. A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. - 9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL INCLUDING ANCHOR BOLTS), OTHER MATERIALS. AND LABOR ( SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 8. SEISMIC DATA (E) Av = 0.12, Au = 0.12, S = 2 SEISMIC HAZARD EXP. GROUP = SEISMIC PERFORMANCE CAL = C - CONCENTRICALLY BRACED FRAMES (R = 5.0. Cd = 4.5) ORDINARY MOMENT FRAMES OF STEEL (R = 4.5 Cd = 4.0) EQUIVALENT'�.LATERAL FORCE PROCEDURE E-0-9 06/09/98 0 E-03 06109198 0 - - E-0 i 06109198 O - E-05 06109198 0 10, ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. - - 9. 50.0 Psf MEZZANINE DEAD LOAD 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS ' ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. ' - ' 12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES 125.0 psf MEZANINE LIVE LOAD(MZ) 10. 3' CONCRETE SLAB SUPPLIED k DESIGNED. BY OTHERS MUST BE DESIGNED PER THE SDI GUIDELINES FOR A NONCOMPOSITE SLAB A E-06 06109198 0 E-O% 06�09�98 : O GIVEN IN THE RISC MANUAL OF STEEL CONSTRUCTION. - - A 0.6C 1707FORM DECK PANEL OF 24GA. THICKNESS. - E-08 - 06109198 0 13W ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF I INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE -. NOTE : BUILDING HAS .BEEN DESIGNED AS AN ENCLOSED STRUCTURE. _ E-09 06/09/98 0 PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. NOTES : 1. ROOF DESK" -IS BASED ON THE LARGER ROOF LIVE LOAD - lk ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL"FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. IT' - WALL 3X2 ANGLE 1 3' 2 114 FINISH GA-2 1/2' 0 ANCHOR BOLTS X 8' \ _ FLOOR WALL FASTENER BASE ANGLE FASTENER (BY OTHERS) (SEE NOTES 113 At./14) ++ /12X1 1/4 SDHCW 1/4'0 CONCRETE ANCHOR (min) .8., ^. 11 - I'-0' O.C. 5'-0' O.C. (max) 11 11 BLIND RN17 1/8 RIVET 1 1/Y h 1 1 1 1 2'-0' O.C. FPEC_I -. 11 Alk11 •. FPFV-2 f-r - GRADE 1. t� •B, 3/8' `. NOMINAL DOOR WIDTH 1 3/g' ` DOOR WI TH + 2 3 4' \� 1/2" •ANCHOR BOLTS (SEE NOTES #13 d: 014) OR ROOF SNOW LOAD. 2. ALL FIELD WELDING IS TO BE PERFORMED BY AN AWS CERTIFIED WELDER USING E70XX ELECTRODES. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING ..BUILDING CODE. 6th Massachusetts State Building Code SERVICEABILITY LIMITS Or THE A.I.S.C. STEEL GUIDE SERIES 3 HAVE BEEN INCORPORATED UNr_E.S Ay+bIE BUILDING CODE RESTRICTIONS PREVAIL OR ARE OTHERWSt NOTED. F THIS CERTIFICATION IS Cih11TE0 TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS -. MANUFACTURED BY AMERIC;A BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT - NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS , MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY 'GENERAL ERECTION GUIDE', THE MBMA MANUAL LATEST EDITION, AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET. SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. - - PRODUCT APPROVALS AND .CERTIFICATIONS: , TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "9' -SECTION AT BASE W� GA-2 (OF TYPICAL OVERHEAD DOOR LAYOUT) 1. STANDARD BUILDING CODE - SBCG 194100. 12 BASIC STYLES. 2. UNIFORM BUILDING CODE. (ICBO) - / FA-285-CARSON CITY, NEVADA PLANT. 3. INDIANA - 12 BASIC rT"LES AS BELOW. BASIC MATERIAL SPECIFICATIONS 0. M-190860 - SsF d. M-190863 - LT b. M-190857 -'LRF, RF, LRF-M e. M-190862 GC, LP2, LP4, LP2-M, LP4-M - c. M-190858 - LSS, LSS-M PRIMARY FRAMING STEEL. -. - STEEL FOR HOT -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION ASTL1 A36 OR ASTM A572 - GRADE 50. 4. WISCONSIN-1 960032-P: 13 BASIC STYLES. STEEL FOR BUILT-UP SECTIONS SHALL .CONFORM TO ONE OR MORE OF THE FOLLOWING: ' - - 5. CITY OF CLEVELAND. OHIO DOCKETS S-52-82. - - FLANGE AND WEB MATERIAL SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 GRADE 50 - 6. CANADWJ WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO 8: CARSON CITY. WTH A MINIMUM YIELD OF 55 KSI, ASTM A607 GRADE 55 , OR ASTM A570 GRADE... 55 .. 7. AISC QUALITY CERTIFICATION, CATEGORY MB. ' STEEL FOR ALL ENDWALL 'C SECTIONS. SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTMA570, GRADE 55 - S. PLANT CERTIFICATION AT. CARSON CITY FOR .CITY OF. SEATTLE.'. STEEL FOR .TUBE SECTIONS SHALLCONFORM TO ASTM A500-GRADE B. ' 9. PLANT CERTIFICATION AT CARSON CITY FOR OGDEN, UTAH. STEEL FOR PIPE SECTIONS SHALL CONFORM TO ASTM A53-GRADE B. - 10, CITY OF LOS ANGELES FABRICATORS LICENSE 11390 AT CARSON CITY PLANT. - SECONDARY FRAMING STEEL 11. CITY OF HOUSTON, TEXAS FABRICATOR APPROVAL 1478. - STEEL USED TO FORM PURLINS, GIRTS, EAVE STRUTS AND *Cr SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES - OF ASTM A570, GRADE 55 . STEEL USED TO FORM ZINC -COATED (GALVANIZED)-PURLINSAND CARTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES 12. STANDING SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS LABORATORIES -ROOFING MATERIALS AND SYSTEM DIRECTORY. 13. STANDING SEAM 11 WIND UPLIFT -CUSS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. •" e' -. OF ASTM A653 GRADE 0 AND G 90 COATING DESIGNATION AS DESCRIBED W ASTM A525. 14. LOC-SEAM WIND UPLIFT -CUSS 90 (UL -90) CONSTRUCTION NOS. 93 AS LISTED IN ROOF AND WALL PANEL MATERIAL : UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY, - A�pB,31VS nEgtT.TF2V �'-9 fig{ 15. LONGSPAN PANEL WIND UPLIFT -CUSS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS c'I ,;° R"��� °e*,,.A j EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: _ LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY... PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC -.COATED (GALVANIZED) STEEL .COATING DESIGNATION C 90. CONFORMING TO THE REQUIREMENTS 16. 22 CA. STANDING SEAM 360 HAS MET FACTORY MUTUAL CLASS I-60, I-90 AND 1-120. OF ASTM A653 GRADE E. MINIMUM YIELD STRESS SHALL BE 80 KSI. 17. 24 GA. STANDING SEAM 360 HAS MET FACTORY MUTUAL CLASS I-60. . 9.. c PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC -COATED (GALVANIZED) STEEL. COATING DESIGNATION G 90. CONFORMING TO THE REQUIREMENTS 18. 24 GA. LONGSPAN HAS MET FACTORY MUTUAL CLASS 1-120. .�a. OF ASTM A653 GRADE D. MINIMUM YIELD STRESS SHALL BE 50 KSI. 19. 24 GA. LOC-SEAM MODIFIED WITH 3M-VHB TAPE 14950 OR 3/i6'.BOLTS MEETS CORPS OF ENGINEERS PANEL MATERIAL AS SPECIFIED SHALL BE 26CAUGE ALUMINUM ZINC ALLOY -COATED STEEL. COATING DESIGNATION AZ 55, CONFORMING TO THE GUIDE SPECIFICATION 07416. THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER " �" �' ..• � 0 , ,: REQUIREMENTS OF. ASTM A792... MINIMUM YIELD STRESS SHALL BE 80 KSI. - 20. 24 CA. STANDING SEAM 360 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. - OF RECORD FOR THE OVERALL PROJECT AND IS � I cs PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 55, CONFORMING TO THE 21. 24 CA STANDING SEAM 360 HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-.1592. CERTIFYING THAT THE DESIGN OF THE METAL BUILDING � REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE. 50 KSI. 22. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.03 - 24 GA. STRUCTURAL STEEL 1 3/16- X 36' COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMP..r �4 n JM - ARCHITECTURAL It WALL PANEL SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE 8W. E MATERIALS: 23. DADE .COUNTY FLORIDA ACCEPTANCE NO. 96-0319.04 - 24 GA STRUCTURAL STEEL 1 3/16'. X 36' AND ON THE A.B.C. CONTRACT, THIS CERTIFICATION 'BRACE CABLES: ASTM-A475, 7-STRAND EHS WIRE CABLE BC4 - 1/4C DIAL BC5 . 5/16' DIAL LONGSPAN WALL PANEL EXCLUDES THE ERECTION OF THE STRUCTURE. - 24. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.05 - 24 GA. STRUCTURAL STEEL 1 3/16' % 36' BC6 3/8" DLL BC8.- 1/2• DID... LONGSPAN ROOF PANEL. NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE? NONE DATE MR, SAUL FRIEDMAN 24 VENTURA DRIVE NORTH DARTMOUTH, MA CAPE BUILDING SYSTEMS ROCKY MOUNT ' A1`NO bTH CAROLINA «„ AMERICAN BUILDINGS C MPANY DRAWING. 71176601 ABC;-1 REv.No. NUMBER . REVISED ADDING ERECTION DWGS FOR PERMITS ONLY HDL FPH 06112198 [ ] FOR CONSTRUCTION [ ] FOR APPROVAL (x] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: HDL. 06109198 cHECKEO er: JPH 06112198 DESIGN APPD ByTK7 CAD BY: HDL 06 09 98 11i39:23 Ver. 12.3 REACTION TABLE (kips) LOAD OESC ` WIND I A B C D E O+C+L L-> 5.0 19.9 -5.0 19.9 44.4 2/30 + Wt-> L-> -5.7 -40 -3.9 -0.4 -5.3 2/3D + W2-> - L-> -6.9 -8.5 -2.8 -4.9 -15.3 0 + C + S + 1/2W1-> L-> 1.9 171 -6.8 18.9 39.9 0 + C +_ S + 1/2W2-> L-> 1.4 14.8 -5.2 16.5 34.9 0 + C + UNBAL S L-> 4.0 20.2 -4.0 11.5 35.5 D + C + 0.6s + 0.8E-> L-> 2.1 12.9 -4.7 14.1 30.1 0 + C + E-> L-> 1.4 11 -4.6 12,7 26.6 REACTION SCHEMATICS & BASEPLATE DETAILS s 1 2 2 3/4-AB w 00 w 0 m OUTSIDE SLAB f - 1'6 -I BP01-A V6 6 t o FRAME LINES 4. 3 k 2 e OurOF E OUTSIDE 1 2 2 3/4-AB y4• 5 5 2 2 3/4.AB SLAB I SLAB - OUTSIDE OF SLAB 00 I 1'01 Lb --�- e co ina' c° o - b N m 1® m a v _ O b I m 3/4'AB 4 82 OUTSIDE OF SLAB FRAMEOUTSIDE OF SLAB 2 2 1 n 3/4'AB 2 2 1 6 6 - BP02-A BP03-A BP04-A BP05-A BP06-A BP07-A RECESSED Ir D.F.F. 1'0 4221_ 4 2 2 3/4-AB 1 3/4-AB 1'6 OUTSIDE OUTSIDE OUTSIIDE OUTSIDE OF SLAB SLAB S LAB SLAM 81 t I= n gt 4 n 81 4 v OD o o � o� N - i co N N N a c. Ico N 4 CL FRAME OUTSIDE $ F 1.0 2--I "0 2 1,0 2 3/4 AD 2 2 2. f�l SLAB 3/4 12121 2 n. 8 8 BP08-A BP09-A BP10-A 8P11-A BP12=A BP13-A RECESSED 6" B.P.F. f8C BSd dNDlrjL SEISMIC SEISMIC SEISMIC 18.7X t 8,7K i 12.6K t 12.6K 12.2K t2,21C MAXIMUM ENDWALL REACTION TABLE LEW REW ---------------------------------------------►r-/---- X-BRACING REACTION X-BRACING REACTIONS . X-BRACING REACTIONS MAX. E/W VERTICAL LL + DL REACTION 10.IX 60.5K W ME,7.Z, (S EiSM�G EZ`.. N A (SEISMIC (SEISMK LCTTUN AY od /� M4UZZ. MAX. Elff VERTICAL WL + DL REACTION = ' 1-9K -10K MAX. E/N HORIZONTAL WL + DL REACTION = 4.5K 6.5X NO, REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE MR. SAUL FRIEDMAN ROCKY MOUNT NORTH CAROLINA � (X) FOR CONSTRUCTION DRAWN BY: NX 06/09/98 24 VENTURA DRIVE (J FOR APPROVAL CHECKED BY: !PII06112198 O FOR PERMIT ONLY NORTH DARTMOUTH, MA AMERICAN BUILDINGS Cp}MPANY (I FOR PRELIMINARY DesICN APPO er: `1✓ / CAPE BUILDING SYSTEMS REV.NO. DRAWING. 1 71176601 AB�2 CAD BY: HDL 06 09 98 11:36:04 Ver. 12.3 NUMBER • 0 REACTION TABLE ki s LOAD DESC WIND A B C D E D + C + L L-> 5.5 19.5 -5.5 19.5 40.6 2/30 + Wt-> L-> -5.7 -3.9 -3.7 -0.5 -4.8 2/3D + W 1 <- R-> 17 -0.4 5.7 -3.9 -5.0 2/30 + W2-> L-> -5.9 -8:3 -2.5 -4.9 -13.9 2/3D + W2<- R-> 2.5 ' -4.6 7.0 -8.3 -14.1 0 + C + S + 1/2W1-> L-> 2.4 16.7 -7.1 18.5 35.6 D + C + S + 1/2W1<- R-> 7.1 18.5 -2.4 16.8 36.5 0 + C + S + 1/2W2-> L-> 1.58 14.5 16.3 32.1 D + C + S + 1/2W2<- R-> 6 63 .- 1..65 14.6 32.0 D + C + UNBAL S-> L-> 4.4 19.7 -4.4 11.5 32.5 D + C + UNBAL S<- L-> 4.3 11,5 -4.3 19.7 32.5 0 + C + 0.6S + 0.8E-> + MZ L-> 1.6 12.3 -8.9 50.8 74.2 D + C + 0.65 + O.BE<- + MZ L-> 6.8 14.5 -2.0 58.9 73.5 0 + C + E-> + MZ L-> 1,2 12.0 -9.8 61.0 74.3 D + C + E<- + MZ L-> 7.4 15.1 -1.2 58.7 73.5 D + C + L + MZ L-> 6.0 19.8 -7.2 66.1 86.9 2/30 + W1-> + MZ L-> -5.1 -3.5 -5.5 46.1 41.5 2/3D + W 1 <- + MZ R-> 4.3 -0.1 4.0 42.7 41.3 2/30 + W2-> + MZ L-> -6.4 -8.0 -4.2 41.7 32.4 2/3D + W2<- + MZ R-> 3.0 -4.5 5.2 38.3 32.2 D + C + S + t/2W1-> +MZ L-> 3.0 17.1 -8.9 65.1 82.9 D + C + S + 1/2W1<- + MZ R-> 7.7 18.0 -4.2 63.4 82.8 D + C + S + 1/2W2-> + MZ L-> 2.3 14.9 ` -8.3 62.9 78.4 10+ C + S + 1/2W2<- + MZ R-> 7.0 16.6 -3.5 61.2 78.3 D + C + UNBAL S<- + MZ L-> 4.9 11.8 : -6.1 66.3 78.8 SPLICE BOLT TABLE A 10 34X2 2'49 16 19'11 38 8 10 3/4 X 2 1'11 /16 23-9 1116 C D 10 10 3/4 X 2 3/4 X 2 1'11 5/ 16 2'4 9/16 23.9l 16 19'11 8 E 4 1/2 X 2 8 5/ 24'0 1 16 12 12 - :. 50'2 1 5•p 5•p 50.2 1 446 4'0 3 1.6 3 1-6 3 4.0 3 8 O 5-0 3/16(+- 1/16) " :8 O 5'0 3/16(+- 1/16) m 1 m L-1 m1 n a 2.6 1 m u1 1 1mm 4 4 m m1 2-6 1 102 ..� C RR-0101- )_. o E RR-O701 O fV B C lV _ _ o FB-5 FB-S N N C N N b t0 N N FB-3 FB-3 o Io RC 0101 O A FL S RC-010t 8' BELOWP/N/SHBD FLOOR RC-0 B t0a t.pa 8 o a - -46.11 176 TO CL OF PIPE 46-11 7 TO CL OF PIPE 3'0 a 50'0 TO RIDGE - 50'0 TO RIDGE 100'0 OUT TO OUT OF GIRT UNE: A RIGID FRAME CROSS SECTION CS02-A ' FRAME LINES 5-7 - f NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK•D DATE ENGR DATE DRAWING SUBMITTAL srOTUs SCALE: NONE DATE MR. SAFOR 24 VENTURAUDRIVE NORTH- DARTMOUTH, MA CAPE BUILDING SYSTEMS ROCKY MOUNT NORTH CAROLINA AMERICAN BUILDINt?,'S COMPANY CONSTRUCTION [) FOR APPROVAL (x] FOR PERMIT ONLY ( ) FOR PRELIMINARY DRAWN 8Y: HDL 08/08/88 CHECKED BY: JPH 06/lY/88 DESIGN APPD Br: 5 (/ DRAWING: NUMBER 71176601 E-01 REV.NO. 0 CAD BY: HDL 06 09 98 11:34:57 Ver. 12.3 -SPLICE SPLICE BOLT TABLE DEPTH CLEAR AT SHLILL' A QTY 70 SIZE 34X2 2658 _ 19'99 16 B 8 3/4 X 2 1'11 /16 23'9 1/16 C 8 3/4 X 2 1'11 3/16 23-9 i/16 D 10 3/4 X 2 2'6 11/16 19'9 9/16 E 4 1/2 X 2 8 24'0 1/16 12 72 50.2 S`0 5'0 50.2 4416 • 3 g 0 5.0 3/16(+- 1/76) _ 8 O 5'0 3/16(+- I m I m 4 m 40 .. m 0202 I Lo C i RR-0201 J o 1. E R 0203 o FB-7 _ A NOTE: o D o SEE ES-8 FOR MEZZANINE I CONNECTIONS AND DETAILS. BAR JOIST 3'O O.C. 0 0 F13-3 3'0 B7X O F.L. 4 I B8X O P.L. 4 m BOX O P.L. 2.3 � BIOX A F.L. 2,3 io RC-0201 ZX' B.F.F. (TYP.) -Tr B.F.F. (TYP.) RC-0202 8 11,03 RI-0201 MC_ 1.2 f 8 3.2 3 46.9 3 TO CL OF PIPE 46-9 S TO CL OF PIPE 3'2 H 50'0 TO RIDGE 50'0 TO RIDGE • 100'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION CS03-A . FRAME LINES 2-4 .. : NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE' NONE DATE ROCKY MOUNT NORTH CAROLINA STATUS MR. SAUL FRIEDMAN [ 1 FOR CONSTRUCTION DRAWN sr: HDL 06/09/98 DRIVE VENTURA 4 2 D E [ J FOR APPROVAL [x) FOR PERMIT ONLY NORTH DARTMOUTH, MA AMERICAN BlIIJILDINGS COMPANY CHECKED BY: (PH OB/fY/88 DESIGN MP DES G 0 BY V KREV. [ 1 FOR PRELIMINARY - CAPE BUILDING SYSTEMS NO. DR AWING: G. 711765601 E-02 NUMBER0 H OL CAD BY. . 06 l i. 5. 4 Ver. 1 .3 09 98 3 0 2 USE CL-15 CLIPS AT ALL PURLINS ON FRAME LINES 2-7 EXCEPT AT ANTI -ROLL CLIP LOCATIONS. PURLIN LAPS = 4-0 TYPICAL U.N. e - - EAVE STRUT LINE SEE S.W. 0 N 0 N W 2 J O CL-12 e0 + CL-If o 1 o _N CL-12 j + CL-It 0 o o o N 0 0 N 8Z13-24.5 3 4WT - 8216-21.11 3 4TW BC6-29.5 `a-- —y BC81 `t— -3.1 —y \\ RR-010f ice\ RR-0101 RR-0101-- RR-0203 RR-0203-- // R-0203 / \ x BC5-30.2 /: \ BC6-32.0 t BC4-24.11 `—.... CL-iP i CL-12 CL-12 CL-12 EL-12 \ CL-12 CL-12 CBC-1�..RR-0102 C8C-1-i RR-0102. CBC-I RR-0102 CBC-I RR-0202 CBC-11 RR-0202 CBC-l- RR-0202 CBC-l- - BC4-24.11 i - CL-1k'-` CL-12 CL-12 CL-12 `�- BC4-22.7 CL-l2 CL-f2 CI-12 `•\ BC6-30.2 / �,\ BC5-28.4 \ x RR-0101 \\ RR-0101 RR-Of01-- RR-0201 RR-0201— \♦ RR-0201 ' // // SCH- • �' `e— BC6-27.6—.' /\ x e O N O N W z J 0 'o 0 o 0 o 8 EAVE STRUT LINE (SEE S.W.) 8Z13-24.5 y4TW SZ1S-26.5 3/4WW 8Z15-26.5 3/4WW 1215-26.5 3/4WW 8Z16-23.11 3/4WW BZ16-23.11 3/4WW SZ16-21.11 3/4WT 1 TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 1.6 21'D 22'6 22'6 22'6 20'0 20'0 18'6 1.6 L 150'0 .OUT TO OUT OF PURLIN LINE ROOF FRAMING PLAN RF01 F-A NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAwiNG SueMITTAL STATUS SCALE: NONE DATE MR. SAUL FRIEDMAN 24 VENTURA DRIVE NORTH DARTMOUTH, MA CAPE BUILDING SYSTEMS ROCKY MOUNT FNORTH CAROLINA AMERICAN BUILDINGS COMPANY DRAW MBIER' 71 176601 E _03 REV. NO. NUMBERING 0 [) FOR CONSTRUCTION [ 1 FOR APPROPERMIT O (x1 FOR PERMIT ONLY [ 1 FOR PRELIMINARY DRAWN BY: HEIL 06109198 CHECKED BY: JPR 06112198 DESIGN APPD BY: K5V CAD BY: HDL 06 09 98 11:34:39 Ver. 12.3 't l 18 n 2'6 e W N \ 1 N � O N . O m 0 N h O 1'6 m n - N 1 N g m n o N 1 lbV g m n 6 N 1 N g m M -- N I N g m n � N I N g m n N I N g m n N N N IL m n » N N m n » N N g m n » N m y m \ n » N 1p0, .J m \�. n » N m g m n N m a m n nNl• m g m n » N b a m n » N m g m n » N 10 g m n » N m 1 m \ n _ » N ID a m \ n _ » N m N m \ n » N 1p y m \ n » N m N m \ n » N b N m \ n » N m N m \ n » N IG N m \ n N N +D N m \ n h N m N m \ n » N m N \ n ^ N m N \ rl ' N b N \ n •• N N J b \ n •• N N N J \ n ^ N N NI m \ n •- N N 1 IbV J m \ n •• N N N g m \ n N N g m \ n N tbN •aj m \ n •- N N \ n N j \ n N N N \ n N N g \ n N J \ n » g \ n » g \ n pj j \ n vj a \ n N a m n » a J m \ n » Q J m \ n » a J N N 1 g N N I NNNN g N N I g N N i N N 1 N N 1 N {NV 1 N N I N N I N N I N N I a N ry I a N N I b a N INV I b s N N 1 �o aN N N I �o a N N 1 m a N N 1 b aN N N I m aN N N 1 to aN N N �o N N N b N N N 1 m QN, N lNV I m N N N 1 N N N 1 N N N 1 N N N I N N N I N N N 1 N g N N I N g N N 1 N m N N 1. m N g N I N g N I N g N I N g Ll N 1 N g I N 1 N g I N 1 io N m I N 1 m N m I N 1 m N OJ, N 1 �o N g N I m N d tNV 1 m N g N I N N 1 tbV N I N N 1 N N I N N I ry O N N N N N N N » N » N » N N N yl N vj N N ri N N N N N N N N N N N N N N N N N N n n N N N I H g N I N g� N 1 N N 1 tbV g N 1 N g N I N g N 1 b g N 1 m g N I m oNJ N i t0 g N I m g N 1 m O. N. I fo g N m g N �p g N ,p g H Ip g N b g N b. g N a N 1 �o N fNV I N N I pN, iNV 1 pN, N N N N lV N 1 1 I io b N ^1 N N N I b N » N 1 b N N » N 1 o N N N N N N N N N N. N N N I I N N N N N N N N » N N N N N N N N N N N N N N N N N » N N N N N » N » N N N N N N N N N N N N N N N N » N N N pN pN, pN, N p NN N p NpN N In O ap m n m n m n m n O n m n m n m n m n m n 'm n m n m m m m m m m \\\ m m m m m m n m m m m m n n n m m e] m m m n n n n n n n\ n n n n n n n n n n n b N g b N g b N g b N g m N g m N a m N N 6 N a N a N N N a N N a N a N a N a N o M aJ n' J m N ,•, b (' a aJm J J a J g g g g g .,J g _J g N g g g N a g fJl g a a a a N N g g 2'6 s n ,117 It II i Sheeting Direction .. N0. ROOF SHEETING PLAN RF01 S-A I REVISIONS MADE CK'D DATE ENGR DATE No. REVISIONS _ MADE CK'D DATE ENGR DATE ORAVnNG SUBMITTAL SCALE: NONE DATE STATUS MR. SAUL FRIEDMANFOR ROCKY MOUNT FOR CONSTRUCTION APPROVAL DRAWN BY: HDL 0610919e 24 VENTURA DRIVE �—�IiNORTHCAROUNA [1] FOR PERMIT ONLY CHECKED BY: JPN Ofi 112198 NORTH DARTMOUTH, MA [ 1 FOR PRELIMINARY DESIGN APPD BY: �sv CAPE BUILDING SYSTEMS AMERICAN BUILDINGS' I COMPANY CAD BY: HDL 06 09 98 11:34:46 Vec. 12.3 N MBIER' 71 176601 E_e_O4 REV.NO. 0 RC-1 ER-5DO3 ER-5D02 3.5 RK1-15.3 rZ 3.5 RK1-15.3 N ER-5004 ER-5001 I e b CL_2 ; n (TYP.) (TYP.) BC4-28.5 BC4-28.5 }t 10 m N N N N N N N N N N N N N ^ ^ r o ^: N — : ,. \/ X CL-.1 (TYP) \ / X I ly M7 N M N n N h N N N N N I 1 1 i N N I N I N Y N N r N M 1'7 nj ^ N N 9.5Z12-18.8 34KK / \' /\ 9.5Z72-18.8 3 4KK a a a a a } a a a a <a a y a- 6 N _ TI n • EI-0101A EI-0102A BI-0102A B/-OIO/A BC-600/ EC-5001 (5)CA-2 + (10)FPFY-2 + (1O)FPBC-1 9.5Z75-18.8 3/4CZ 9.5Z11-18.11 1/2CC 9.5Z11-18.11 1/2CC 9.5Z11-18.11 1/2CC 9.5Z15-18.8 3/4ZC TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 20'0 20'0 20'0 20'0 20'0 A SHEETING PACKAGE MK## EW01 S-A 100'0 OUT TO OUT OF GIRT LINE 'GABLE ANGLE GA-1 TYPICAL @ FRAME LINE 8 D1 - DJ95C5-8.1 7/BAP1 P1 - 4 3/8 D3 DH95C5-G ENDWALL FRAMING AT FRAME LINE 8 - RC ER-Si02 ER-5103 ER-5104 3.5 RK1-15.3 3.5 RK1-15.3 Ci N ER-5101 ER-5105 ~ Cl-2 n (rYP. t�] i90 a O - O O o N N t0 wl - BC4-28.5 -y ` B174-27.3 \ / X \ BC4-27.0 � . t &SZ12-22.11 I/ZZZ F &SZ/Z-22.11 f/2ZZ BI-0101A If-01OZA EI-0803A EI-0804A I Cl-2 1 CL-2 _ n •N N CD N N m m N N^ 00 h ^ ^ ^ N Ifl co .^. cl co ^ h ul 1C! N ry N N {� {�V N � 1f1 If/ N e) N N .^- CO In Mj Mj h M N N N N N fV N N 1 1 1 i l l I /i N N N N O H N~ h Mj •j Mj _ � <<< Q.4.a a s a i I 1 1 r as a a a Qa a a s a a a CL-4 E 4 CL-4 1 BC-5001 EC-5102 A/MC - (5)GA-2 + (f0)FPFY-2 + (10)PPBC-/ 9.5Zi5-18.8 3/4CZ 9.5Z11-18.11 1/2CC TYPICAL. U.N. TYPICAL U.N. 9. 15-8.11 1/2 9.5Z13-23.11 1/2CC 9.5Z12-23.8 3/4ZC TYPICAL U.N. TYPICAL. U.N. I:. TYPICAL U.N. If 20'0 20'0 1010 25'0 25'0 - - A 100'0 OUT TO OUT OF GIRT LINE f SHEETING PACKAGE MK## EW08S-A 1 @ FRAME LINE 1 CABLE ANGLE GA-1 TYPICAL ENDWALL FRAMING AT FRAME LINE 1 NO. REVISIONS MADE CK'D I DATE ENGR DATE NO. REMSIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE MR. SAUL FRIEDMAN ROCKY MOUNT NORTH CAROLINA (( FOR CONSTRUCTION (( FOR APPROVAL (xJ FOR PERMIT ONLY ( l FOR PRELIMINARY DRAWN BY: HDL 06109198 24 VENTURA DRIVE NORTH DARTMOUTH, MA CAPE BUILDING SYSTEMS - IN AMERICAN BUILDIPcyGS COMPANY I CHECKED BY: JPB 06112198 DESIGN APPD BY: 5 DRAWING. NUMBER' 711766011 E-05 REV.NO. p ' CAD BY: HDL 06/09/98 11:35:11 Var. 12.3 GIRT LAPS = `21-0" TYPICAL U.N. QS-3x - rp5= Ix r IE8OS4-22.5 1/2TZ i r 1E80S4-22.5 1/2ZZ r 1E8OS4-22.5 1/2ZZ r IE80S4-22.5 1/2ZZ r IE8OS4-19.11 1/27Z 1. r IEBOS4-19 11 1/977 - 1 - /\ x BZ14-1.6 314ZZ ♦\ ,/ \\ 8Z12-21.5 3 4MM / \ LL ��.. CLL yy LL BC-5001 RC-0101 RC-0101 RC-0101 RC-0201 RC-0201 RC-0201 BC-5001 8Z13-23.5 3/40 8216-24:5 3/4KK 8Z16-24.5 3/4KK 8Z16-24.5 3/4KK 8Z16-21.11 3/4KK BZ16-21.11 3/4KK 8215-20.11 3/47K TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 1'6 21'0 22'6 22'6 22'6 20'0 20'0 18'6 1. ul - 150'0 OUT TO OUT OF GIRT LINE ' r- D1 - DJ8OC4-8.7 7/BAP1 B2 - DJ8OC4-8.1 7/89P1 D3 - DH8OC6-3.4 3/8 SIDEWALL FRAMING PLAN ® COL. LINE H RBC-1R 1 1 r(f 0)PBD-1 CCB-1L-� • �1 IV N b N g tV N b N g tV N I b N a J IV N 1 b N g tV N I 10 N g N N i b N g tV N 1 b N g N N 1 b N g tV N 11 f0 N g tV N N a J -tV N N a J N N N g tV N N a J t4 N N a J tV N N g tN N N a J tV N N g A N N g tV N NJ a N N N a J tV N N a J - tV N N a J tV N N g tV N N a J tV N N a J tV N N g N N N d J N N N g tV N N g tV N N a J N N N aJ tV N N a J tV N N g N N b Na J tV N b N a J -tV N b N a J tV N b N g N N b N a J tV N 1 b N a J tV N 1 b N a J tV N 1 b N g tV N I b N g tV N 1 b N a J _o tV -N I b N g tV N 1 b N a J tV N I b N g IV N 1 b N g N N I b N g N N 1 b N a J tV N 1 b N g (IS)FPFV-2 + (15)PPBC-1 + (8)CA-2 SIDEWALL SHEETING PLAN SW01 S-A @ COL. LINE H i NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE. NONE DATE MR. SAUL FRIEDMAN 24 VENTURA DRIVE NORTH DARTMOUTH, MA CAPE BUILDING SYSTEMS ROCKY MOUNT - NOR;TH CAROLINA AMERICAN BUILDINGS CCIMPANY [ FOR CONSTRUCTION [ 1 FOR APPROVAL [>V FOR PERMIT oNlr [ ] FOR PREUMINARY DRAWN sr: HDL 06/09/98 CHECKED BY: 1pR 061,2198 DESIGN APPD BY: 5V DRAWING. NUMBER 71176601 E-b6 Rl.No. 0 CAD BY: HOL 06 09 98 11:35:21 Ver. 12.3 �LAPS = 2'-0" TYPICAL U.N. _I �S3X PS-'1X QS-3X 1E80S4-19.11 1 2T2' 1EBOS4-19.11 / 2ZZ 1E8OS4-19.11 1 2ZZ IE8OS4-22.5 l 2ZZ 1E80S4-22.5 t 2ZZ tE8OS4-22.5 1 2Z2 1E80S4-22.5 1 2ZT N ('pLp3 DC8-23.3 -.- _ 1 (TY-11 TYRUN.) ID I I o i PS-pX N CL- (TYP.3 LJ3 RTYP. Ie DH80C4-120 �� - BC8-22.4 LCD3J Dli 17 'I LI-�J Li.03J m I. NI INI CL-7 l0 LL 3 (CTYP.) u of L-7 o m o m x 10'1 8/18 / \ 8214-f.6 3 4&2 CA-1 _-4 \ N (TYP.) CL-7 I (CTYP) I-Cl-7 BC-5102 RC-0202 SRC-0202 RC-0202 L RC-010IPAITC-0101 RC-0101 BC-500ff 8Z15-20.11 3/4KT :. 8Z16-21.11 3/4KK BZ16-21.11 3/4KK 8Z16-24.5 3/4KK 8Z16-24.5 3/4KK 8Z76-24.5 3/4KK 8Z13-23.5 3/4TK TYPICAL. U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. TYPICAL U.NN. TYPICAL U.N. TYPICAL U.N. 1'8 18'6 20'0 20.0 228 22.8 Y2.8 21'0 1'6 ` 150'0 OUT TO OUT OF GIRT LINE --DJ8006-4.9 3/4AP) D4 - DH8OC6-3.0 �.. - DJ8006-4.9 3/48P1 DS - DJ8OC6-5.2 3/4APf B7 - DJ80176-5.2 3/4BPf D3 - DH8006-4.0 DO - Q18006-1.9 1/IAP1 ee - DJeoce-!s 1/+BPf SIDEWALL FRAMING PLAN ® COL. LINE A Cd-1R Cl-1L !'CCB-1R _. IOCTf-16.2 + (f0)FBC-1 CCB-1L1 o o o_ N N 1 to N a CV N I to N a N N I a N n� CV N I to N a N N 1 to N aJ 'V N 1 Io N a 'V N f to N a 'V. N 1 to N a C4 N 1 - m N a N N 1 to a 'V N I to aJ CV t V I to a (4 N I e a IV N 1 m g N N 1 to g C4 N I to aJ A N 1 to a N N 1 m N nJ N ! N I Io N a 'V 'V N N '1� 1 to to N N a a. Pi N i a N a A N I to N a N N 1 to N a N N 'I co N a 'V N 1 m N a A N i to N a CV N 1 m N aJ IV N I to N a J- 'V N 1 e N a J C4 N 1 n N 5 N N 11 to N a J N N I m N a5 N N 1 to N 5 N N 1 to N 5 C4 N I to N a J N N 1 m N 5 CV N 1 to N aJ 'V N 1 to N a J CV N 1 m N a J N N 1 to N g 'V N I u N a J N N I e N a J 'V N 1 e N a J C,; N 1 e N a J _o IV N I u N a J IN N 1 to N a J CY N I to N a J N N 1 to N .. n� t4 N 1 to N (!5)FPFY-2 + (1S)PPSC-1 + (8)CA-2 SIDEWALL SHEETING PLAN ® COL. LINE A SW02S-A I I N0. REVISIONS MADE CK'D DATE ENGR DATE NO.1 REVISIONS MADE CK'D I DATE ENGR I DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE MR. SAUL FRIEDMAN 24 VENTURA .DRIVE NORTH DARTMOUTH, MA CAPE BUILDING SYSTEMS ROCKY MOUNT NORTH CAROLINA -AMERICAN BUILG_11NGS COMPANY NUMBiER` 7117660fl E-07 REVNO. 0 f (1 FOR CONSTRUCTION (] FOR APPROVAL [x1 FOR PERMIT ONLY [ 1 FOR PRELIMINARY .DRAWN BY:. HDL 06109194 CHECKED BY: JPR 0611219 DESIGN APPO BY: 1CS CAD eY: HDL 06 09 98 13:41:42 Ver. 12.3 Ii7 r 1 Y6"-ld 1 1 1 I 1 1 1 --BSX 1 BIOX I BIOX B5X 1 1 C B6X . BBX B3X --------- h RI-020I RI-0201 RI-020I BAR JOIST BAR JOIST BJ-3 TYP. U.N. NJ-2 TYP. U.N. BAR JOIST BJ-I TYP. U.N. BUILDING UNB NOTE: 3 X 3 X 3116 < TYP. @ MEZZANINE SHEETING MEZZANINE FRAMING EDGE OF 50' X 60' MEZZANINE TO RECIEVE DECKING MATERIAL. NO. REVISIONS MADE CK-D DATE ENGR DATE N0. REVISIONS MADE CKV DATE ENGR DATE DRAWING SUBMITTAL srATus SCALE: NONE DATE MR. SAUL FRIEDMAN 24 VENTURA DRIVE ROCKY MOUNT N JRTH CAROLINA [ j.FOR CONSTRUCTION I 1 FOR APPROVAL DRAWN BY: HDL 06109198 [x] FOR PERMIT ONLY [) FOR PRELIMINARY CHECKED BY: JPB o6 r2/9e / NORTH' DARTMOUTH, MA CAPE BUILDING SYSTEMS - AMERICAN BUILDINGS OMPANY NUMBDRAWIER' 71176601 EQ-Q$ RHO DESIGN APPD BY: 5 - . I: CAD BY, . HDL 06 09 98 11:34:57 Vera 12.3 iSIX 3 X 3/16< BfX BUILDING LINE AIX 84X 3X3X3/16< 3X3X3%l6< DIOX + 10.2 1/E + fO2 112 + + 1015 + + NCL-3 + + MCL—P R&L + NCL-3 R&L I + + BC—SlOY I B4X 1 7/16 D4X BAR JOIST MCL-4 R&L MC —EX BUILDING LING 9I-0804A SECTION A -A SECTION B-B SECTION C-C AIX IX 3 X 3 X 3%16< MCL—P R&L f05 + + + + + + f02 1IP + + + + + + + MCL-3 R&L + NCL-4 RdL D9X 87X BAR JOIST BUILDING LINB MCL-4 R&L MC— Ix NC-1X SECTION D-D SECTION E-E SECTION-F-F 3X3X3118 BIx. BYX B9X, B4X 10'S f f 0'Y 1I2 + + BUILDING LINE r�' SECTION G-G ` N0. REVISIONS MADE CK•D DATE ENGR DATE NO. .REVISIONS MADE CK•D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE ROCKY MOUNT . NORTH CAROLINA srnrus �06109198 MR: SAUL FRIEDMAN O FOR coNsraucrloN DRAWN BY: HDL 24 VENTURA DRIVE O FOR APPROVAL [%] FOR PERMIT ONLY CHECKED Br: ✓PB 06/12/98 NORTH. DARTMOUTH, MA AMERICAN BUILDING;$ COMPANY [.) FOR PRELIMINARY DESIGN APPD 9Y: K5 CAFE BUILDING SYSTEMS DRAWING. REv.NO. I CAD BY: HDL 06 09 98 14:20:54 - Ver. 72.3 NUMBER 71176601 [E-09 0 � i EXISTING BITUMINOUS CONCRETE PAVEMENT EXISTING BUILDING VENTURA l "ENTER" 24' SITE SIGN 7, -,.-- fi 0' R 9' c 5o FEET WCry DRIVE 195.45' �° O BITUMINOUS CONCRETE 00 PAVEMENT 10' 5' WIDE CONCRETE SIDEWALK 9' - Z�- BITUMINOUS CONCRETE Y < wo CURB (TYP.)ry O N w w 9 9 z 1 N 0' 10' v0 Li O 12' � 10' 10' 0 9' ASSESSORS MAP 63 LOT 1 1 — 7 TYPICAL 14' TALL SHOEBOX LIGHTING -� � t EXISTING /-EMPLOYEE \� DETENTION POND �\ 7' 24' 9 9, 10' 10' 17' 17' �- EMPLOYEE PARKING PARKING MPLOYEE PARKING "DO �' EXISTING STREET TREE NOT TO BE RE -LOCATED ENTER" 18' t 7 "EXIT" �o b 7 0 O �o PROPOSED 25' LEGEND SITE SUMMARY PROPERTY LINE Parcel Area: 1.1 Acres (47,815 SF+) CBE CATCHBASIN 100' X 150' Building Areas: 18,000 SF WG WATER GATE BUILDING Total Impervious Area: 35,600 SF GFA=18,000 SF GG o GAS GATE Proposed Percent Lot Coverage: 75.0% MHO MANHOLE Parking Spaces Required: 1 space per 4 Occupants x 57 Spaces = 228 Occupants UP-0- UTILITY POLE 1 space/employee x 3 employees = 3 spaces • ENTRANCE LOCATION Total Spaces Prrovided: 60 spaces R HANDICAP ACCESSIBLE RAMP THIS LOT IS LOCATED IN A F.I.R.M. ZONE "'C" ® PANEL NUMBER 250051 0015 B REVISED ,JUNE 1, 1983 ALL LANDSCAPED AREAS TO BE SURFACE TREATED PER DARTMOUTH PLANNING BOARD REGULATION SECTION 16.204 SAID LANDSCAPING AREASFOR BCOORDINATED WITH 20' WIDE cNn TOWNPLANNER. (SEE LANDSCAPE PLAN El _ NOTE: FOR DETAILS) DRAINAGE EASEMENT 1. ALL ARTIFICIAL LIGHTING SHALL BE ARRANGED AND 01 SHIELDED SO AS TO PREVENT DIRECT GLARE ----- FROM THE LIGHT SOURCE ONTO ANY PUBLIC WAY OR ANY OTHER PROPERTY. SAID LIGHTING SHALL BE LIMITED TO SHOEBOX LIGHTING, NO TALLER THAN 14 FEET. 2. ALL SIDEWALKS MUST MEET ROADWAYS, DRIVEWAYS AND PARKING AREAS AT GRADE LEVEL. 3. ALL CURB CUTS SHALL COMPLY WITH 521 CMR ARCHITECTURAL ACCESS REGULATIONS: 1996 EDITION. 4. PROPERTY LINES AS SHOWN ARE APPROXIMATE ASSESSORS MAP 63, LOT 1 1-8 AND ARE TO BE VERIFIED PRIOR TO CONSTRUCTION. Zoning District: LIMITED INDUSTRIAL Applicant: SAUL FREIDIV44AN C/O GOLDS GYIM 2301 PLEASANT STREET NEW BEDFORD, 'MA 02740 OWNER: ROBERT D. AND MARCIA S. MEDEIROS P.O. BOX 54 DARTMOUTH, MA\ 02714 >a� 0 a con cn Q r-0 Co C Co U Cn Ir- w 0 0 0 o Q o - o cn a m w o z w C g� o CL W ch W � a_ w Gtf o z (n Y Q CL OC) 0 rn rn � a) o 0(5 N 06 N m W m W U_ o z N 00 CD `j CD _ o_ C� r- G✓ m c� �—) cn J a � a Q Z 0 Q o �C) z Q cS� ry a z � W 0 Q F- j (� .a � 3 a v � L N U) o L r r-� O a�o�^ 0) 3 3 p �H1 X rz�� m L a v m W Ew d E m CC o L c > d W d U J Acad No. File No. r. > Prior to st _ I sentative u i Chief ofFire Protection Work. DIStr1Ct -- 3 1 - -© 3 -o e; t, (3C t� ION FM NS• USTS T8 • PJ1ii9=0d� 83 M-6W2 Drop sprig'`' Abv: FR Below TDA Do lyFA:UAIVICAIS & PRIMARY FUEL = Furnace (hot air) - Fuel gas (natural or propane), fuel oil, electricity, other (specify) Boiler (heating)- Fuel gas (natural or propane), fuel oil, electricity, other (specify) 7 HVAC (combined unit) - Primary fuel, natural gas, propane, electricity, other (specify) C� f G Air conditioning - (separate unit) ��None of the above to be provided ;? Hot Water Gas Electric Fuel Oil Other )0 SPRINIUUM FOR STRUCTURES OVER 7500 SQUARE FEET and certain multifamily residential Required, -plans provided, Mans not provided, why?��+� Not required, not to be installed, Why? )00.REQtTn= OFF-STREET PAREMG - for ZONING & Architectural Access NOT APPLICABLE = Parking Plan submitted To Building Department ZPlanning Board Date submitted Number of spaces - indoors outside total provided Handicap spaces - required �_no. If yes, how many as a p,3rt of the total required number.. Is Route 6 (State Road) Entrance permit required? yes Z no If yes has it been issued yes no Submit copy of application and/or permit as soon as available. 00 EDENTIFICATION (print or type except as noted) Current owner - name address 3Q 1"- phone # "1 q 1 If corporation, officer in charge Architect/Engineer - for overall design Company name Address Phone number Certified by State of Massachusetts as Certification number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and not reproductions. u e Architect/Enginew - project supervision and reports Company name Address --- Phone number Certified by State of Massachusetts as Certification number NOTE Signatures and seals on III ylans, affidavits and other documents SHALL BE originals anid not reproductions. _ General Contractor- (if Homeowner, state homeowner here then complete section 11300) Company name Address jp-e Phone number Construction Supervisors license number NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals avid not reproductions. sss::s::ssssssssss::::ssssssss:ssssssssssssssssssssssssssssss:sssssssssssssssssas:ssssssssss:`sesssssssssss 1200 FOR RESIDENTIAL REMODEL WORK ONLY Are you a Home Improvement Contractor subject to (780CMR - 6) ? Yes o No _ If no go to ,next section! Are you claiming exemption from the requirement? Yes No _If yes, submit the requiredl,affidavit! Ren_odel contractor name (please print) Address Registration number (if none state "none") Phone number PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCF,SS TO THE GUARANTEE FUND! QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration One Ashburton Place - Room 1301 Boston, MA 02108 (617) 727-8598 Owners name (print) _ Signature Date 300 OWNER SIGN - OFF I, the undersigned, am the owner of record or authorized lessee (provide documentation) and I have reviewed he application herein submitted. I state that to the best of my knowledge and belief that the information provided in this pplication is true and correct and that the permit requested he issued. Further I understand that the permit will expire in six months, from the date of issue, if no work is begun or ix months after the last inspection if work has begun andthat the permit may be extended for six months if no work is aticipated if I request such an extension in writing. I understand that the permit may be extended only three times by ,ritten request. I understand thatonce the' permit expires anew application may be required, including fees and current ther requirements (includin ing), Name Signature The above signature is my voluntary act and is signed under the pains and penalties of perjury. ii Date l0I _9 21 Who is authorized to pickup the permit at the Building Department? Tease prints Address Phone )0 HOMEOWNER EMWTITON - ONE & TWO FAMILY ONLY 'OR HOME OWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control Section 127.0, effective July 1, 1982, no individual shall he engaged in directly supervising persons engaged in struction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or xtures, unless he or she is licensed in accordance wits the rules and regulations promulgated by the BBRS entitled es and Regulations for Licensing Construction Supervisors. Exception: Any Home Owner performing work for which a Building Permit is required shall be exempt from provisions of this section; provides that if a Home Owner engages a person(s) for hire to do such work ,that such re Owner shall act as supervisor. For the purposes of this section only, a "Home Owner" is defined as follows: Person(s) who owns a parcel of land �hich he/she resides or intends to reside, on which there is, or is intended to be, a one a two family dwellin , attached etached structures accessory to such use and/or farm structures. A person who constructs more than one home in year period shall not be considered a Home Owner. u are applving under this section sign below: iture Your signature carries certain responsibilities, including but not necessarily limited to, general liability :zzssssssssssssssssssssssssssssssssssssss*ssssssss*sssssssssssssssssssszsssssssssssassssssssszssssss [CE TO LICENSED CONTRACTORS: The Building Code provides I in the Rules and Regulations section that any ed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see of section 5) ssssszssssssssssssssssssssssssssssssssssssssssssssszsssssssssssssszsssssssssssssssssssssssssssssss COST Cost of Improvement Items to be installed but not included in the above cost: Electrical $ Plumbing HVAC Other TOTAL - Alteration of existing, no increase in gross square feet. A separate Refuse rDisposal Declaration required Demolition describe structure Number of dwelling units Number of bedrooms A eseparate Refuse Disposal Declaration regrbred. Moving - (Provide copy of D.P.W. moving license) Type of structure from where (plat/lot or address) to where (plat/lot or address) Number of dwelling units Number of bedrooms per dwelling unit = Re -roofing - (for existing only, is included in new construction) Number of square feet Number of layers aiheady existing Number of layers when complete A separate disposal declaration REQUIRED Replacement doors and windows (for existing only) (only where doors an(H windows exist and will not be enlarged) EGRESS dimensions must be maintained. Enlarged or new windows;.in an existing dwelling will be considered as an Alteration, otherwise will he included in new construction. (;see Code section 3401.10 for residential and Articl- 8 ft.-- commercial) _ Temporary structure - includes when allowed, trailers, tents and the like and (bnly for limited periods of time. Describe 500 CONSTRUCTION PLANS None submitted. Why? V Submitted, usually three e s requr�red. FAO s�ts for fd service\uses. Nuunber of sets submitted 600 SITE PLAN ❑ Not required, why? JX ubmitted When? = Previously, date �i�is applicatiion 700 VTI,ITIES Water supply - required _ yes _ no, public ? ( yes no, on site w+ell? _ yes no, existing? yes no If required and not existing have necessary permits been issued? no _ y., date (M.G.L. Chapter 40, section 54 provides that no building permit may be issuedl unless a'water supply, when required, is available. See Code 780 CMR section 114.1.2) Sewage disposal - required yes no, public sewer dyes no private septic' on -site _ yes _ no. Submit copy of permit as soon as available. Woodstove used (will require inspection prior to installation), new (provide manufacturers instructions). Location(s) (list) Fireplace(s) _ (includes flue) List location(s) Game Court - describe (include overall dimensions) Tent, Trailer (Mobile Home) or Other - describe 300 COl<U4i MC}AL - PROPOSED PROJEC 1USE INCLUDING THREE FAMILY OR MORE AND EXEMPT USES THIS SECTION NOT APPLICABLE (The following descriptions are based on the Massachusetts State Building Code Article 3, AS NOTED) (See the Code) Assembly restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe �y _ n � 1 ✓�5 Business - office, assembly with less than 50 occupants - indicate Medical or other professional (see Code Section 303.0) _ Educational structure for training including child day care for those over 2 years 9 months (see Code Section 304.0) Factory i Industrial - (see Code Section 305.0) High Hazard - (see Code Section 306.0) _ Institutional hospital, nursing home, infant day care (see Code Section 307.0) Mercantile - retail stares (see Code 308.0) _ Residential three or more family, hotel (see Code Section 309.0) :Storage - includes garages (see Code Section 309.0) - Utility & Miscellaneous Structures - includes tents and agricultural structures (see Code Section 311.0) New tenant for any of the above, indicate above (see Code Section 119.0 and Zoning By-law section 35) v _ Tent or Trailer - temporary purpose? Other j Descr$)e the proposal briefly, INCLUDE -amber of dwelling units and bedrooms or occupant load as applicable, also existing condition 400 TYPE OF CONSTRUCTION OR WORK TO BE PERFORMED �I blew Coastr'uction and/or Addition -total gross square. feet (For commercial only total gross cubic feet) - indicate 3 ` It will be considered new construction if there an increase in s uare foo q tage in addition to any alterationis). If project is an addition to existing structure - Total gross square feet of existing = FOR COMMERCIAL ONLY Will this project be subject to CONSTRUCTION CONTROL (over 35,000 cu.ft.) Yes No. (If yes see Code section 127.0). Designer to submit Code Synopsis. Will this project require Peet- review (over 400,000 cu.ft.) Yes No (see Code Appendix 1) APPLICANT TO PROVIDE Total Sq. Ft. The following section for official use only. INSPECTORS' REVIEW Date plan reviewed 30 days to review period expires OK to issue date 199 OK to issue subject to requested submittals (see project review worksheet) date DENIED see project review worksheet:ate HOLD reason date HOLD Subject to Zoning Board of Appeals action Comments Inspectors signature ° Date JUN 0 1999 - Applicant informed of above - Da time staff (fax, phone, tin person) szzssszzssssszzz*ssszszsssszsssss:sssssszszsssssszsssssssssssssssssssssssssssssssssssssssssssszss:szssssszs Over six months since approved for issue - DEEMED abandoned! Advise applicant. Hold 90 days for return then dispose if not picked up. Inspector Date Advised applicant Date Time staff (by phone, fax or in person) sssssssssssssssssss:ssssss:sssss:sssssssssssssssssssssssssssssssssssssssssssss#ssss*srss*rssss$7zxsssxsss OFFICEVNSPECTORS NOJM f� TOTAL FEE „ Gross area - new construction Total Sq. Ft. alteration Permit is issued to --"* 10 Comments/notes on permit 18,.00)co-00 X .� t0.1 g" r JG r c L vy a� s!!!!lssssssss*ss*sssssssassssssssssssss:ssss:ssssssssssaaitsssssssessssssss:ssssssssssasssssssssssssssss ' zcoo TO 7 HE APPLICANIT/REFIE?3tRAI, AND APPROVAL Date of Application submission Plat Lot Street��i.��dL��t �? Aquifer Zone Owner � T� L--CK6 j (rt Owner mail address 3f1 1 Owner phone # -:S1 1 ssssssxxxxxxsaxssssssssssssssasssssssssassssssssssssssssssssssssssssssssssas:s:sassssassssssssssssssassss OTHER INVOLVED AGENCIES - The following agencies require separate jurisdictional permits or approval for your proposed project.. CONTACT 7MEPA FOR REOL1MED SOBMISSIONS. ® TAX COLLECTOR Approved HOLD By Date ❑ Board of Appeals ;= Approved By Date conservation Commission 7 Approved By Date ❑ D.P.W. Water _—;Approved By C D.P.N. Sewer = Approved By Date ❑ D.P.N. Cross Connection 7 Approved By Date ❑ Treasurer (Bond) ❑ Approved By Date ❑ D.P.W. Engineering Approved By Date '7 13oard of Health (well) 7 Approved By Date ❑ Board of Health (septic) - Approved By Date ❑ Board of Health (food service) = Approved By Date ❑ Planning Board (parking) _ Approved By Date 0 FIRE DISTRICT (I II - ILr\ Approved By sssssssssssssxsssssssssssssssssssssssssssssssssssssasssssssssassssssssssssssssssssssssssssDate sssssssssssss BUILDING DEPARTMENT APPROVAL: ❑ ZONING ❑ BUILDING INSPECTORBUILDING COMMISSIONER ❑ 'CONTROLCONSTRUCTION AFFIDAVIT 'ssxssassssssssst.X�sss:sssssssssssssssssssx:xssxsssssssssssxxsssssssssxxxxsxssssss:ssssssssssxsssssssssss PROJECT SUAUKARY: new uconstruction/ alteration/demo sewage disposal - public/private M [Alter; add interior walls] [add rooms] [add footprint] water supply -public/private well [pool] [garage/shed/deck] [game court] [food service] Describe ss:xxxsssxxx::,exsxxaasax:as:ssxxxaxaxxxaxxs:xx:s:ssxaxsxssxxxsxx:sxsxxxxxxxs:x:xxa:sa:xsssaxsa:aasxxxxxsxsx To the various departments: This notice has been forwarded to you for your information and any appropriate action. Should you have anv questions please :advise. If any reason to withhold the requested permit is found, please advise. Your assistance and cooperation is appreciated. / The Building Department - Date sent for review '`` f By Instruction The applicant shall complete this application to the best of their ability prior to submission. leaving no item man wered.,711e Department staff will be available during regular business hours to assist as necessary. N/A should be inserted for those smedons which do not apply. A properly completed application will help avoid unnecessary delays. NefiG Fgrmg is e is ewd (far ogee us ao:-f) 3 ' y UNDATI OM Y Total Cost 0 / " Received By 1—S Date Rec d Less Application Fee $ Total Permit Fee $ Permit # Lvmed Date 100 LOCATION OF PItOJEC�I' TOTAL LAND AREA SQUARE FEET .ter CURRENT ACCESSORS' PLAT LOT ZONING DISTRICT OTHER ZONING JVEkLAY DAISSTTRICTS , if applicable NUMBER & STREET na 1 1 NEAREST CROSS STREET SUBDIVISION NAME & LOT # or BUSINESS NAME __- ` Le' &V 0 PREVIOUS TENANT 1 OWNER 200 RESIDENTIAL - PROPOSED PROJECT - one & two family'residence only EHIS SECTION NOT APPLICABLE = Single family - number bedrooms number baths Two family - number bedrooms unit 1 number baths unit 1 number bedrooms unit 2 number baths unit 2 Accessory apartment Total gross sq. ft. _ Accessory structure: Garage - detached - attached to dwelling, timensions L W Carport'- detached attached to dwelling, dimensions L W Shed dimensions ` L W Deck - dimensions L W ; _ Gazebo - dimensions L W = Swimming pool above ground in -ground Size = Chimney - number of flues Lail