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BP-35142RESIDENTIAL 2002 ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REFUNDABLE & NON -TRANSFERABLE 1. Date plan reviewed: /< / 10417 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals (see project review worksheet): Date: 5. DENIED (see project review worksheet): Date: 6. HOLD reason- Date: 7. HOLD subject to Zoning Board of Appeals action: Date: 8. Comments: 9. Inspector's Signature: Applicant informed of ab7ve Comments- Date: Total Perm^t Fee: $ �' Less Application Fee: $ 25.00 Remaining Balance: $ . ®^6 TOTAL FEE: (DO Gross Area - New Construction total sq. ft. A/7� 447ldoX- Gross Area - Alteration total sq. ft. / Permit Issued To:- &2!'� � /-t_ X /J- 1-uL &W?- , �OC 7 RE DENTIAL f ❑ FOUNDATION ONLY 2003` f CAb1dg.forms\B1dgapp.res.wpd Page 4 Rev. January 1, 2003 CAb1dg.forms\B1dgapp.res.wpd Page 1 Rev. Jamuary 1, 2003 RESIDENTIAL 1 2003 RESIDENTIAL 2003 I ?SECi16N i PROPER Y UW JtS111P ACT7FIpRIZED AGENT ' 2.JOwner of Record: Name (print) Contact Address Phone Number 2.2 Authorized Agent: " J i7 1 L (,1 L Yl 4 )E Contact Address Phone Number Name (print) y SECT IQI CU1sIS itIJTIgN SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor License Number 6 Address : r t'q,l Expiration Date l 6 V r S ` 09 Signature ��� Telephon r ._ ¢'cj• 3.2 Registered Home Improvement Contractor: Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! Company Name t - —ns V- mg _ C yc , Registrration Number (if none, state ❑ none❑) Addresses Signature Telephone d �7 -9y9 Expiration Date 6 (p 9 3 �j 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY 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 by signing ove, the me owner acknowledges that there will be no eligibilty to the Guaranty Fund Date 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS 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 in Section 116.0, effective July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15) 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 ❑ no ❑ new construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ ❑ wood!stove (energy report required) (energy report required) fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ demollition (shed/garage) noof windows_ doors_ (specify below): (specify lbelow): * If new construction, please complete the following: Single Family: no. of bedrooms no. of baths Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 ❑ 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): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit ❑ None of the above to provided ElHot Water: Gas leotric Fuel Oil Other Brief Description of Proposed ork. el,4 � f tt ly, Item Estimated Cost ($) to be completed by permit applicant d Merhnnionl (HV AU) 5. Total = (1 + 2 + 3 + 4) I *Estimated Total $ (please print) I, J (..0 k� 1 , as Owner of the subject property hereby authorize to act on my b alf, i 11 atter relative to work authorized by this building permit application. '. 6 �� /o //CT ev �Krfatu_ro,`bf Owner Date I, � 'C q - -, �s L \ " 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. Signature of Owner/Authorized Agent Date C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd Page 3 Rev. Jatnuary 1, 2003 GENERAL NOTES AND SPECIFICATIONS 1. THE 2000 INTERNATIONAL RESIDENTIAL CODE, APPENDIX H IS THE REGULATION COVERING THESE STRUCTURES. ALL PATIO COVERS SHALL BE USED ONLY FOR RECREATIONAL/OUTDOOR LIVING PURPOSES AND NOT AS CARPOTS, GARAGES, STORAGE ROOMS OR HABITABLE ROOMS. 2. ENCLOSURE WALL SYSTEM SHALL MEET THE FOLLOWING REQUIREMENTS: o) THE MAXIMUM HEIGHT OF THE ENCLOSURE SHALL NOT EXCEED 12'-0". THE MINIMUM HEIGHT OF THE WALL SYSTEM (INCLUDING KNEE WALL) IS 6'-8". b) THE OPEN AREA OF THE LARGER WALL AND ONE ADDITIONAL WALL IS 65% OR MORE OF THE AREA BELOW 6'-8" MEASURED FROM THE GROUND FOR EACH WALL. OPEN AREA MAY BE EITHER INSECT SCREENING, GLASS APPROVED BY THE 2000 INTERNATIONAL RESIDENTIAL CODE SECTION R308. 3. ROOF PANEL, WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL RESIDENTIAL CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED. WHERE ALLOWABLE PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN IN THE PANEL SPAN CHART (30S-6). REGARDLESS OF PANEL USED, PANEL SKIN SHALL BE 3105-H174 ALUMINUM OR STRONGER MATERIAL WITH MIN. ALUMINUM THICKNESS OF 0.024". THE CORE MATERIAL SHALL BE EXPANDED POLYSTYRENE ADHERED TO THE PANEL WITH AN APPROVED ADHESIVE. THE FOAM PLASTIC, WHICH HAS A 1.5 PCF NOMINAL DENSITY, HAS A FLAME -SPREAD RATING OF 25 OR LESS AND A SMOKE -DENSITY RATING OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH UBC STANDARD 8-1. THE FOAM PLASTIC COMPLIED WITH ASTM C 578 AS TYPE II. THIS ROOF PANEL HAS MET THE CRITERIA OF UBC 26-3 (ROOM FIRE TEST STANDARD FOR INTERIOR OF FOAM PLASTIC SYSTEMS) WHICH IS EQUIVALENT TO UL 1715. THE WALL FILLER PANEL WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL RESIDENTIAL CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED. 4. MAXIMUM ROOF PANEL OVERHANGS (O.H.) SHALL NOT EXCEED 1' - 6" 5. IN ORDER FOR AN EXISTING CONCRETE SLAB TO BE USED IT MUST BE IN GOOD SOUND CONDITION (MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI) WITH NO EVIDENCE OF EXTENSIVE CRACKING, WATER SEEPAGE, OR UNSTABLE FOUNDATION CHARACTERISTICS. 6. ALUMINUM SHALL BE ALLOY AND TEMPER 6063-T5, (LION). 7. ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE COATED IN ACCORDANCE WITH THE 2000 INTERNATIONAL RESIDENTIAL CODE. 8. POP RNETS SHALL BE ALUMINUM ALLOY 5056 WITH CARBON STEEL MANDREL AS MANUFACTURED BY U.S.M. CORPORATION. 9. SHEET METAL SCREWS (S.M.S.) SHALL BE STAINLESS STEEL, ZINC PLATE, GALVANIZED STEEL OR 2024-T4 ALUMINUM. 10. EXPANSION ANCHORS SHALL BE 3/8"0 HILTI "KWIK BOLT II" OR APPROVED EQUAL. ANCHORS SHALL SE AS DESCRIBED BY AND INSTALLED PER ICBO ES REPORT #4627. 11. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE EXISTING STRUCTURE SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.5, SUCH AS DOUG FIR LARCH. 12. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR SHALL VERIFY, THROUGH NONDESTRUCTIVE MEANS, THAT EACH SCREW HAS A MINIMUM OF 1/2" SIDE COVER ON ALL SIDES OF THE SCREW. 13. LABELING REQUIREMENTS FOR TEMPERED GLASS 2003 IBC SECTION 2403.1 IDENTIFICATION: (EXTRACT) EACH PANE SHALL BEAR THE MANUFACTURER'S LABEL DESIGNING THE TYPE AND THICKNESSOF THE GLASS OR GLAZING MATERIALS. THE IDENTIFICATION SHALL NOT BE OMITTED UNLESS APPROVED ADN AN AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS THAT COMPLY WITH THE PROVISIONS OF THIS CHAPTER. SAFETY GLAZING SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 2406.2. EACH PANE OF TEMPERED GLASS, EXCEPT TEMPERED SPANDREL GLASS, SHALL BE PERMANENTLY IDENTIFIED IBY THE MANUFACTURER. THE IDENTIFICATION LABEL SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED, EMBOSSED OR SHALL BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. GNERAL NOTES AND SPECIFICATIONS (CONS 13. LABELING REQUIREMENTS FOR TEMPERED GLASS 2003 IBC SECTION 2406.2 IDENTIFICATION OF SAFETY GLAZING: (EXTRACT) EXCEPT AS INDICATE IN SECTION 2406.1.2, E4CH PANE OF SAFETY GLAZING INSTALLLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A LABEL SPECIFYING THE LABELER, WHETHER THE MANUFACTURER OR INSTALLER, AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, AS WELL AS THE INFORMATION SPECIFIED IN SECTION 2403.1. THE LABEL SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED OR AN EMBOSSED MARK, OR SHALL BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. DESIGN CRITERIA THIS VINYL PATIO ENCLOSURE SHALL BE CONSTRUCTED USING THE FOLLOWING DESIGN CRITERIA SNOW LOAD UPTO 70 PSF WIND LOAD UPTO 140 MPH (3 SECOND GUST) SEISMIC = N.A. (LIGHTWEIGHT ENCLOSURES HAVE NEGLIGIBLE RESPONSE TO SEISMIC LOADS) DIMENSIONS ARE AS NOTED ON THESE DRAWINGS ABBREVIATIONSXIF I `� I `' 6 •©EPT. 0 DIAMEN- MAY I &A A} j Ip: N)-gALLOWED NR NOT REQUIRED ADDL ADDITIONAL NTS NOT TO SCALE AL ALUMINUM ANCH ANCHOR OC ON CENTER APPROX APPROXIMATELY) OD OUTSIDE DIAMETER SAL BLDG BOT C/C CL CLR COL CONC CONN CONT CTR DET DF DIA THE FOLLOWING DRAWINGS ARE INCLUDED IN THIS LSR 3000 STUDIO ROOM STANDARD DRAWING SET: DIM DL DWG(S) DRAWING # 30S2 TYPICAL � Tt aTn EA 3000 STUDIO ELEVATION, FLOOR L4TITLE N EF RIEC0,111"'DEL � 30S-3 3000 TYPICAL FOUNDATION DET"IL AG Q TI1 EMBED EQ 30S-4 3000 TYPICAL WALL SECTIONS 4'dat` E plan. Must Ba, inept ur, vi!c 30S-5 3000 TYPICAL WINDOW AND WALL DETAIL Dud r4, ► EES SP EXIST 3OS-6 3000 TYPICAL ROOF SYSTEM DETAIL GA GALV GN YOUR DAAWIN© W.ST RE tv-,!'T AT THE BUILDING DURING THE HGT PF*GRESS OF THIS %%WK. HOR l IL-1 E��"" FiWILDING DEPARTMENT INFO 7174m d D-ntmout4h LVL it # � „TH SRECTION ISRE t! RED BEFORR MATL THE CONCRETE IS POURED. MAX DISTRICT '; 2 'BUILDING DEPARTMlENT MINK of Dnr", 0t1th APPROV7., FIRE STnpp? BALANCE BUILDING BOTTOM CENTER TO CENTER CENTERLINE CLEARANCE COLUMN CONCRETE CONNECTION CONTINUOUS CENTERED) DETAIL DOUG FIR LARCH DIAMETER DIMENSION DEAD LOAD DRAWING(S) EACH EACH FACE ELEVATION EMBEDMENT EQUAL(LY) EACH SIDE EXPANSION EXISTING GAGE GALVANIZED GENERAL NOTE HEIGHT HORIZONATAL INFORMATION LAMINATED VENEER LUMBER MATERIAL MAXIMUM MANUFACTURER MINIMUM I QUlr EAA=[-�T PenO#ratlons thru rand V.'alls and floors shall .�._,P,.,�rseated tivlth a material • ! b� . r ,,,,• aterial cc>Sle of Pn!zer O Of flame s and hot c uss;� recanting the to t�"�e requirements of tho Test Stand rc,`en ubtooced for Fire SOS ASTA,.-F-E14• I c OH OVER HANG OPNG(S) OPENNING(S) OPP OPPOSITE OPT OPTION(AL) PD PATIO DOOR PL PLATE PROJ PROJECTION PLWD PLYWOOD RAD RADIUS REF REFERENCE/REFER REINF REINFORCE(DJNG) READ REQUIRED REV REVISION SHT SHEET SIM SIMILAR SMS SHEET METAL SCREWS SP SPACE(S,ED) SPEC SPECIFICATION, SPECIFIED SQ SQUARE SST STAINLESS STEEL STD STANDARD STIF STIFFENER STL STEEL STRUC STRUCTURE(S,URAL) SYM SYMMETRICAL T&B TOP AND BOTTOM THD THREADED THK THICK(NESS) TYP TYPICAL LION UNLESS OTHERWISE NOTED VERT VERITCAL W/ WITH W/0 WITHOUT WD WINDOW, SLIDING WDF WINDOW, FIXED WS WOOD SCREW WT WEIGHT I' H GF Mq, G A R Y J. DURBIN CIVIL No.15064 w V7 w � o 00 U L, V) J w w 0 a 0 w z Lu O O _jLLJ Y18 w m o Z m ' W ¢ w; Ljj °6 O Q m� Fes- H U o U o Z U) c/J 3:-J p i n m O, Es- 6S �L s (r c� wW= w, Ca m a LLSk — z oLul m 0 ISTING BUILDING / ACI ACTUAL LL nQ3i 3 I I I THICK LTAATE I ROOF PANEL TYP. J_,$ 4 1U• I ACTUAL FILL \ n� �{ i I IS] 440 ISE] 441 WO II 4'11IS,] 44I WO ENSLOSURE WIDTH MAX O.H. 18 ROOF WIDTH V RECORLD PLAE1,1 Gcpy W This Erl.wrteu PI-.0 3DLlust BV5 inept an vite uAr FILE711- F SON�J-Ill y SIZE AND DEPTH yoUR DRAWING MST DFE K�'T a JkT THE BUILDING DURING THE INSPECTION Is REQUIRED BEFORE LL THE CONCRETE IS POURED. PnOGRESS OF THIS �1ILDING DEPARTMENT WORK. { _CNT ni:? DING DEPARTMENT w, Drtmcu"!i 15�� Of Dartmoeth FIRE STOPPING REQUIREMENT Panetrations thru rated walls and floors shall bl: sealed with a material capable of preventing thL pasaage of flames and hot gasses when subjected to the requirements of the Test Stand-rd rpccrfilc for Fire Stops ASTM-E-81 4. oAa i n,c DISTRIC APPRO� N W 0 co U m 3 z 0 Co W o J }d. Q I-- Z o o �- M W O J 0 u N m W U) a c6 d, O p ^ L �E N �L a FLOOR CHANNEL SECURED TO DECK WITH 1/4" is 2" HOT DIPPED GALV. LAG BOLTS - PERIMETER OF ROOM. SPACING PER LAG BOLT SPACING CHART. FLOOR CHANNEL ASS'Y, LOCATE SPLICES @ 8" MIN. FROM VERT. I MULLIONS 6006 NEW P.T. BLOCKING (SHOWN) OR BAND (2x6 MIN.) ° EXIST. JOIST AT ° 24" O.C. MAX 1/2" GALV. THROUGH BOLTS 2 PER POST DOUBLE 2X8 MIN. P.T. STRONGBARCKS NOTCH POST TO ACCEPT (1) BOARD AS SHOWN SIMPSON SDS 1/4" X 2" WOOD SCREW #8 SMS @ 24" OC, AND 2 - #8 SMS @ EA VERT MULLION (ONE EA SIDE) 6027 6029 SIMPSON A34 (FOR WIND ZONES a120 MPH GUST, USE A35F) ° ° a° NOTE: 1. THE EXISTING DECK SHALL BE APPROVED BY THE LOCAL JURISDICTION 2. TRIBUTARY DECK AREA FOR EACH POST MUST BE LESS THAN 40 SO. FT FOR DF OR SOUTH PINE LUMBER OPTIONAL 3/8" MIN. PLYWOOD FLOOR - EXIST. APPROVED DECK SIMPSON H5 (FOR WIND ZONES z 120 MPH GUST, USE H9) FLOOR CHANNEL SECURED TO DECK WITH 1/4" x 2" HOT DIPPED GALV. LAG BOLTS - PERIMETER OF ROOM. SPACING PER LAG BOLT SPACING CHART._ 6005 6018 FLOOR CHANNEL ASS'Y, LOCATE SPLICES @ 8" MIN. FROM VERT. MULLIONS NEW INSUL-DECK FLOOR SYSTEM R-CONTROL SCREW 1/2" GALV. THROUGH BOLTS---,.- 2 PER POST\ DOUBLE 2X8 MIN. P.T. STRONGBARCKS NOTCH POST TO ACCEPT (1) BOARD AS SHOWN #8 SMS @ 24" OC, AND 2 - #8 SMS @ EA VERT MULLION (ONE EA SIDE) OPTIONAL 3/8" MIN. 6027 PLYWOOD SUB —FLOOR .' 6029 I NEW 4x4 POST (FOR WIND ZONES z 120 MPH GUST, USE 6X6) FLOOR CHANNEL SECURED TO CONC. WITH 1/4" x 2" HOT DIPPED GALV. LAG BOLT WITH LEAD SCREW ANCHORS - PERIMETER OF ROOM. SPACING PER LAG BOLT SPACING CHART. (ALT. METHOD: FLOOR CHANNEL SECURED TO CONC. WITH 3/8"0 HILTI KWIK-BOLT II, WITH 2 1/2" MIN. EMBED @ CL OF MULLION, FOR WIND ZONES z 120 MPH GUST, 1 ANCHOR @ 1 1/2" EA SIDE OF CL OF MULLION.) --__1 #8 SMS @ 24" OC, 6005 AND 2 - #8 SMS @ EA VERT MULLION 6018 (ONE EA SIDE) FLOOR CHANNEL (if ASS'Y, LOCATE ID Z '- SPLICES @ 8" .«. 6027 v w z MIN. FROM VERT. + ;;}, \m MULLIONS .. w Ck� U,—w 6006 6029 e de d v °. v • CV d \ Z_ v a a � 2 1/2" MIN. FOR EW OR EXISTING 3/8 0 ANCHORS CONCRETE SLAB IN GOOD CONDITION LAG BOLT SPACING WIND SPEED MPH GUST SPACING O.C. 90 16" 100 16" 110 16" 120 12" 130 12" 140 8" YOM WiA--RAQ T I- I«r FIRE STOPPING RPOUIR>=I; CN! AT THE CU€L DING DURING THE Gas OF THIS WORK. Penetrations thru rated vvralls and floors shall b BUILDING DERARTMENi sealed with a material ca a ,bDe of Fre�en�ing try=;: Of D2kr"Olith Page of flamss and hot gasses when sub;ecter,4 � z to the requirements of tho Test Stand2rd >r tiic �\SH of Mq` for Fife Stogy ASPA-F-814.TU � N o�' GARY J. Town c.r. F1b E COP� SONG- St l� L, ..:. ! t t c c 1 1 CIVI � SPECTrON IS REQUIR Li � ' �` H No.1 ' ART �O 11 ;q# - �^.�erE is soul a. Pi I. c s C0 f�upl Un ;Me CONCRETE FOOTING _ _ P•.,� EPARTI'4I~I�r �3 t ON (FOR WIND ZONES Z 120 a�t� #' 12" MIN. MPH, POUR CONTINUOUS fittota!4t 0-v FOOTING ALONG PERIMETER) AFRO _ La��_e:�Z �1 NEW 44 POST (FOR WIND ZONES z 120 MPH GUST, USE 6X6) SIMPSON POST BRACKET CBSQ44 (FOR WIND ZONES z 120 MPH GUST, USE CBSQ66) d° e o ° -A a ' J c...a U d v e ' • ev•' a e � 0 w In D 0 0 w Q w W 7 P CM cis 0 M f8 SMS ® 24" OC (TOP & BOTTOM) 18 SMS ®24" OC FASCIA 60 OPTIONAL SCREW PLACEMENT f8 SMS ® 24" OC, AND 2- f8 SMS EA VERT MULLION (ONE EA SIDE) VINYL - COUPLER 6512 ROOF PANEL 62 3/4- = W . z � = n N VINYL 3 ^' COUPLER 3 0+ 0 6512 w f8 SMS ® 6" OC ----------------------- .. f8 SMS ® 24" OC J KORAD FILL - IS SMS ® 24" OC (TOP & BOTTOM) _� �S2 w = x Vz�) 3 IS W FIRE 910PPINO RE � �Pe-Ttetratfons thru rated YAa'ls�tll��,�.?��- O �sea)ed with a +,;r• and flOara,� shall bee ma:�. � r� cad )e of pre,,,�nting the aegE of fiamo and hot n ,, 11 the roqu<reMents of tyre Test`s v,hen �ubje-- d -for Fira AM4-E-814. c Str.rt�t r .�... IC J c� ® 24" 18 SMS o 3 OC, AND 2- f8 Y. w KORAD KW SMS ® EA VERT x MULLION (ONE EA o SIDE) �' a 6027 x 6005 '�;� 602 6029 6018 602 ----------------- -- - ... -- I 6006 NEW OR EXISTING FLOOR SYSTEM SEE DETAIL SHEET 3OS-3 SECTION OS- - FASCIA VINYL - COUPLER 6012 f8 SMS ® 6" OC f KORAD FILL VINYL 18 SMS 024" S2 = COUPLER OC, AND 2- JS = a 6512 KORAD FILL SMS ® EA VERT 3 MULLION (ONE EA zo SIDE) N o gz �w a W lO x C Z rl {►rl 7 W,T s 4 y r �+ sa Plan I�-st Be ["ept C'n site, DurID3 C 62 3/4" WINDOW t� YOUR DRA2' kNO r T V K,,rT AT THE BUILDING DURING THE PMGRESS OF THIS WORK. 1 `�� f NXWNIG DEPARTMENT = W. 18 SMS ® 24" _ C N VINYL OC, AND 2- f8 COUPLER SMS 9 EA VERT 3 0 6512 I MULLION (ONE EA w ^ W Y - I SIDE) SONG Tikvi SIZE AND DEPTH "S_ t .1SPECTION IS REQUIRED Or-FCSiaE o < THE CONCRETE IS POURED. Y 11`!J(LDNG DEPARTMENT 1 of r /9 J/4 vu F I fE-1 C 0; r, 1, � 6006 SEE OR EXDETAIL ISNG HEET 3OS- s'T A i I MUU t i � i- 11 � SECTION 2 1\10. SECTION OS- OS- 1 00 1:nnn RAI 11 r inns cpnrlfV(; r.HAF �t ✓ -7 Max. S acin Mull. Height (ft) Wind S eed 90 100 110 96PD 96PD 96PD (mph)- Gust 120 1 - -140 96PD 96PP D 72PD 7 96PD 96PD 96PD 72PD 96PD 96PD 72PD 72PD 96PD 72PD 72PD 56WIN 96PD 72PD 60PD 44WIN 72PD 60PD 50WIN 38WIN 65PD 50WIN 38WIN 32WIN 8 9 10 11 12 72PD 60PD 44WIN _ 38WIN c 32WIN C ui irrinnnm nAl illinn Note: These max. . 47 i cn � M 0 "avT�i O a�d,d,�.Lfi =N coNr: Z�^�O U j ACTUAL FILL PANEL MIN. 1" SOLID FILL BETWEEN MULLION AND WALL MODIFY OR RIP MULLION AS NECESSARY H 1/4' X 6' HEX HEAD, MIN 4- + + 2" INTO SOLID WOOD, + + 6- FROM TOP, BOT, & + + MID POINT (TYP) OR EXPANSION ANCHORS INTO BRICK OR CONCRETE 18 x 2 1/2' TEK SCREWS, 1' FROM TOP, BOT, & ® MID POINT OF WINDOW (TYP) 6195 6625 $ONO-7USE SIZE A CONNECTION AT EXIST. STRUCTURE;''r?-�'+.�I t^k�Iprit'1'tI DETAIL 1'`,+LDIlG al~pAAr! tit � Dert.1 I p� .. .. a! nab— fn'� �'Dr''� m I 3" H—MULLION DETAIL OS- YOUR W 1G KnT T k,AT THE €IUILDING DURI 3 .O FrZ3S OF THIS WORK. pa x z 1/2' TEKSCREWS. r'lILDING DEPP�MU I; i' FROM TOP, BOT. & ®MID POINT OF WINDOW (TYP) '?br 7 0f 1tbm 6195 6625 1 it � i 3i rf Cal site ��-!W;82t 18 x 2 1/2' TEK SCREWS, 6104 1" FROM TOP, BOT, & ® MID POINT OF WINDOW (TYP) 6108 6195 6625 8008 6017 —ACTUAL FILL PANEL MIN. 1" #8 x 2 1/2" TEK SCREWS, 1" FROM TOP, SOT, & ® MID POINT OF WINDOW (TYP) 6195 6625 HEIGHT CORNER MULLION DETAIL 3 os— IL 0 "WINDOW ELEVATION MODULAR OPTION STANDARD OPTION 1' FROM TOP, BOT. & 0 MID EXTERIOR POINT OF WINDOW (TYP) 6795 6625 SECTION 6101 N o M Q_ 0 0 w a w J cr >-I0 m Q 3 0 IQ p Q Y 6109 zU:) m� Y 6017 ¢ LL w 6101 Q CLCD FIRE STOPPINGM ��1��;'R:(��n�aa 0 0 lratIons thru ratad MIXis and floors J a o phai3 b sealed vrih a material ca �ahfe of 3 m Preventing the Pa '' €� Of ames and hot gasses when to , sul k IN: rcqu¢rernents of tho Test Stand, sd t1� , 1 4' Aa7 t f�m �. '-E-814. 6108 $ w 8 6008 6017 a = N N H OF DURBI u�ma�J. oo� � W CIVIL 9 No. 15064 II SCREEN —J L #8 x 2 1/2' TEK SCREWS, 1" FROM TOP, BOT, & 0 MID POINT OF WINDOW (TYP) D 1 40 61 9 66 i FIRE DISTRICT PNO0. 2 At'i U .11 �i-//-o1/ EXST ROOF RAFTER ROOF PANEL HANG RAIL - EXIST FASCIA, (SEE TABLE)- J �--PROJECTION STRUCTURALLY (SEE TABLE) ADEQUATE SUPPORT, NOTES: (BY OTHERS) 1. THE NOTCHED PROJECTIONS (E.G. 2x6 N) GIVEN IN THE TABLE BELOW, ARE FOR BEAMS WITH A 1" NOTCH. FOR BEAMS WITH A 1/2" TO 1" NOTCH, L MAY BE INCREASED BY 4". FOR BEAMS WITH A 1" TO 1.5" NOTCH, DECREASE L BY 5". DO NOT USE A NOTCH GREATER THAN 1" FOR 30 AND 40 PSF PATIO LOADS. nn^.. AIlnIkei71110 1=avP PrniPrtinn "L" (Inches) EXPANDED POLYSTYRENE CORE ADHESIVE - Rafter Size in Snow Load s 20 30 40 60 70 2x4 7.0 5.5 4.5 4.0 . 4.0 4.0 2x6N 11.5 9.0 8.0 7.0 7.0 7.0 2x6 17.0 14.0 12.0 10.5 10.5 10.5 2x8N 24.0 19.5 16.5 15.0 14.5 14.5 2x8 30.0 24.5 21.0 18.5 18.0 18.0 Snow Load s <=20 <=70 Wind S d (mph) <=130 <= 140 SIMPSON Framing Brackets A35 H9KT Existing Facia 2x6 2x8 AL SKIN, #3105 H254 TYP T&B / #10 PHILLIPS HEAD 410 SST ® 15" OC + + + + + + m�ww + + + + ��a3QZY + + + + + + W�n-= L 1 = N"U ~ (SINGLE PANEL WIDTH) TYPICAL ROOF PANEL DETAIL il-"*,N 2"= 1'-0" L SCORE AND REMOVE EX. SIDING, MOUNT FLASHER CHANNEL ON SOLID PLYWOOD SHEETING 3" INTO DIRECTLY INTO FRAMING SOLID WOOD FRAMING CONCEAL NEW FLASHING UNDER EX. SIDING #8 SMS @6" OC - #8 SMS ® 24" OC ROOF PANEL D FOR FASTENER TYPE, SEE HANG RAIL ATTACHMENT 41•:,�iTrRT C * M P" r.r Q4 Thee €nOrg" A + + + #8 SMS 0 6° OC EXIST ENCLOSURE STRUCTURE F11,� G �ry ~ �� HANG RAIL AT EXISTING BUILDING SONG-tu�S►MA Plan Tint Be Kept On SIIo P!"ECTION tS MQUI D 'i C DETAIL 2 THE cor'CRETE Is 2" 0" OS- 'LOt1''IG DEPAI' HANG RAIL ATTACHMENT FOR STUDIO ROOF MASORY (2) 1/4" X 2" Lag Bolt w/ Lead Screw Anchor @12" o.c. (2) 1/4" X 2" Lag Bolt w/ Lead Screw Anchor @8" O.C. BLOCK OR BRICK 1/4" HILTI HIT HY20 w/ 4" min. embed @16" o.c. (2) 1/4" HILTI HIT HY20 w/ 4" min. embed @16" o.c. CONCRETE 1/4" HILTI KWIK- BOLT II w/ 2" min. embed @16" o.c. (2) 1/4" HILTI KWIK- BOLT II w/ 2" min. embed @16" o.c. Live Load (pst) STUD WALL EXIST. EAVE (2) 1/4" Lag Bolt w/ , 3' min. embed @16" o.c. (2) 5/8" Lag Bolt w1 3" min. embed @16" o.c. <= 30 (2) 1/4" Lag Bolt w/ 3" min. embed @16" o.c. <= 70 (2) 5/8" Lag Bolt w/ 3" min. embed @16" o.c. Roof Panel Span Chart WIND SPEED MPH 3 SECOND GUST =120 =140 Thickness All Skin ERS-Density Deadload ROOF TYPE inches inches Ibs s 20 3" Climatemaster 3 0.024 1.5 1.1 14' - 5" 3 3/4 Deluxe 3 3/4 0.024 1.5 1.2 15' - 4" 3 3/4" Ultimate 3 3/4 0.032 2.0 1.5 18' - 0" 3 3/4" Shin leable 3 3/4 0.032 1.5 2.8 19' - 11" 6" Deluxe 6 0.024 1.5 1.5 18' - 11" 6" Ultimate 6 0.032 2.0 1.9 22' - 0" 6" Shingleable 6 0.032 1.5 3.1 22, - 0" SPAN: DISTANCE BETWEEN TWO SUPPORT POINT PER ICBO ACCEPTANCE CRITERIA SAFETY FACTOR OF 2.5 FOR BENDING, 3.0 FOR SHEAR, U12o FOR DEFLECTION SNOW LOAD PSF 30 11'-11" 40 9'-2" 50 7'-5" 60 6'-2" 70 5'-4" 13'-1, 11'-5" 9'-10" 8'-3" 15'-4" 13'-5" 12'-0" 11'-0" 9'-5" 17'-2" 15'-4" 13'-10" 12'-8" 11'-8" 15'-1" 13'-1" 11'-9" 10'-9" 20'-3" 15'-10" 14'-3" 13'-0" 11'-3" 22'-0" 20'-0" 1 17'-8" 1 15'=10" 14'-4' AT THE FUILDINGI DUR11" FIRE STOPPING REQUIFtF-ME' 7r=RE8sOF n"sw'OR`c. etrations thru rated waifs and floors Sh l""."•'�D4I�tG DEPAFfTF�IE'ti 80 sqlled with a material capabblo of preventing thT- "" co DWmc. , I�-^je of Hammes and hot gasses when su am 4' - 8 requirements of the Test Stndrd >, 6'- 2 Fire Stt ASPA-E-81 �4. �N OF Mgss9 8' - 4" Q �' O�' GARY J. yG D A i MD.�*. H R DURBIN 10' -10" ov CIVIL -+ DISTRICT O. 2 -off No. 15 8 -10 � 9 O 9'-I vj OPOED �� ss/ON � v ti uj S 1ENT