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HomeMy WebLinkAbout4746DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 91.26 -1 -29 BOX 36 1 ru 111 0 " fiL- I -r �61 ., ti� - �. i 1I er- ' ;� � ' 04746 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health DEPARTMENT ROBERT J. BONDI County Executive _.o > +',. �. ._ ..� .. �i �P•:Kd°.'-; s•• °t�'r�+lv::ii - <�ati.'wQ.w.. � �i-%r ROBERT MORRIS, PE Director of Environmental Health OF HEALTH. 1 Geneva Road, Brewster, New York 10509 April 3, 2006 Joseph Steyer 47 Circle Road Lake Peekskill, NY 10537 Re: Addition Approval, Steyer, 47 Circle Rd. - No Increases in Number of Bedrooms (T) ' Putnam Valley, TM #91.26 -1 -29 Dear Mr. Steyer: I have received and reviewed the plans for the proposed addition to the above - mentioned residence. The proposal for the addition has been approved as per plans bearing the approval stamp from this Department dated March 31, 2006. The addition is approved with the following conditions: 1. The total number of bedrooms must remain at one without'prior approval by this department. 2. The area of the existing sewage disposal. system,_ and its expmgi.on..area.,-.must _be. ..:._.. _...�• -� •-— 3. All plumbing fixtures must be updated with water saving devices, i.e., new low flush toilets, restrictors for shower heads and faucets, etc. 4. The approval is for the proposed changes only. This approval does not validate any construction shown as existing that has not obtained proper approvals. Any other permits or variances required are the responsibility of the applicant and the j urisdiction of the Town of Putnam Valley. If you have any questions, please contact me at your convenience. JP:lm cc:BI (T)Putnam Valley Very truly yours, Joseph S. Paravati, Jr. Assistant Public Health Engineer Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845)278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health ROBERT J. BONDI I __ _.County Executive G, L DEPARTMENT OF HEALTH d 1 Geneva Road, Brewster, New York 10509 ADDITION APPLICATION RESIDENTIAL ONLY STREET y �a���C �(� TOWN W(k IU��I'AX leM Z9 NAME. 0 _ 2� PHONE NS- 52- - 5 7 J 1 PCRD# MAILING ADDRESS DESCRIPTION ADDITION 01 vVIV- � �l n d C'i I � � 12",)() n "n 1(h + I0 37 NUMBER OF EXISTING BEDROOMS PROPOSED # OF 1BEDROOMS� i1 (FROM CERT. OF OCCUPANCY OR CERTIFICATION FROM BUILDING INSPECTOR) "Any addition which is considered a bedroom requires formal approval of plans (Construction permit) prepared by a Professional Engineer or Registered Architect in accordance with applicable sections of.the Putnam County Sanitary Code. Please submit this form and the following to Putnam County Health Dept., 1 Geneva Rd, - �- - b -- --�' - �-- 1Ytv�''rstC�i�i°,- �`�T:. . '�S°��93,- �11(�irl�":-E-� -�rj� ~2. i�c°°� -��.�. - a.'-...,sr•s �. .�__. _ _._ -._.,._ -.-- .:�,r. �,,. ._q�_r._.. .. _..� ^ ` 1. Certified check or money order for $100.00. 2. Sketches of existing floor plan (drawn to scale, all living area including basement) 3. Two sets of proposed floor plan (drawn to scale - with name, street and tax map #) *Non - professional sketches are acceptable 4. Copy of survey showing well and septic locations to the best of your knowledge. Include date of installation if known. Label all wells and septic systems within 200 feet of the property line. Contact this office with any questions. 5. Copy of Certificate of Occupancy from Town or Certification from Building Dept. with legal bedroom count of dwelling. OFFICE USE COMMENTS Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Nursing Services (845) 275 -6558 WIC (845) 278 -6678 Fax (845) 278 -6085 Early IaterventiowPreschool (845) 278 -6014 Fax (845) 278 -6648 SHERLITA. AMLER, MD,._MS,• FAAP . - �mmiss` "toner' of H'ea[tfi LORETTA MOLINARI, RN, MSN Associate Commissioner of Health DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Town Legal Bedroom Count ROBERT J :IIONDLt, : t�. County Executive Re: �� 21z- (Owner's Name) Tax Map #: - I 1.,--2 G — 1 "'.Z 9 Address:' 4-" C k ici -e ^Q Town: �yi- n C, Year Built: 1 9 *:i'g re According to records maintained by the Town, the above noted dwelling, is �in compliance with Town Code. 61 is not in compliance with Town Code. .,.,. r- •... -.. w... .�. �.,5.;.... may,,....., --. .... _.r _i...o -. ,.. ..,.. _...e, ,. :, c- .�- 5�. -.. m ....... >.no- :..... ',,,,;.- �•__.�....._ _.e _ . .. ... .... ...�,. yam. The Legal Bedroom Count is: 0 N /�/ This information has been obtained from: Certificate of Occupancy: Other: uilding Inspector Date Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention/Preschool (845) 278 -6014 Fax (845) 278 -6648 MAR 30, 2006 13: `< 000-000-00000 page -I --elf U;�,e u AJ 44 J(4-r �t PC Vv'. � � �� � c f -�-� �trS� ��o�r be dwdlt�- ... /I �(�I (rRl.G�7�! MAR-30-200(---- TEL:845-278-7921 NAME:PUTNAM COUNTY DEPARTMENT OF P. I I r I(-/\ L r"ICIII14 1 WALL GUNNECTION DETAILS a ��� -4, 5ECTION 125 Fastener Type F1 016 "aa. (0 each stud) 1- #8x3/4° 5DSOEsch End CBM Siiioone Sealant Inside #8x3/4" 50506" (Ahemate 1) #8x3/4° 50503" (Ahernate 2) Panel /4° 50506" (AltcmaTe 1) SECTION 125 -A #8x314° 5D506"'0every _ - door frame sill Al Flashing 1/4'Sd -1/2" Nag Anchor 016" for Concrete Slab (min. 4 /unK) #14x3" Hex0 eve joist (less than 24 "o.c.) for Wooden Deck ((min. 4/unit) SECTION 125-E wCBM Panel a; p 100 MPH WIND TABLE EXPOSURE B Fastener Qt /5 pacing Sect Fastener• Type Van e$ S an >z 12-A F1 �• `-`Q °, . 2 3x8' v/.YEmley'• ' t2" F2 Ja. NF' 12• 1255 FI i8. °WY SDI+ : 6 Gusset mate _ FI ie.3/4• ] 125-F F2 01m5Ybbe5gd 5v Z 3 -CBM Pand s� J F9 Y OUen. TI- A -.W Embed 4 TYPICAL SIDE WALL CONNECTION ,N TOTAL NUMBER OF FASTENERS . . ^ WHEN PROVIDED, TO BE PIALEO `AT 19 FROM THE URER EDGE OF THE WALL /NIGER. C' + • r `CBM Pand •.7y 1;: 'iM'��', #8x3/4 °SDS 06" '1'�- ., � >i Sealant � minimum wklth) i Fastener Type F2 �-- 1, #8x1" 5050Centerof Unit SECTION 125 -8 SECTION 125 -C AI Mullion -for 125-6 Mullion Fastener Type F4 DETAIL5 �S OC i1 5ECTION 126 CBM Pand ~y • 6-:C13M Silicone Sealant — #8x3 /4" 505024" XrZ DWG NO.: CM50-cnx-100B -v DATjE: 3 /8/2006 D5024" +08x3/4" 505012° #8x3/4" 505024" 4#8x3/4" 505 Gusset mate _ CBM Panel SECTION 126-A Mullion Fastener Type F1 Fastener Type F1 L J L AI Flashing 1 "Dlam. Washer — 1 "Diam. Washer - -_ - - y -- - ^ -- - =_ AI Flashing Al Flashing 1/4'SA -1/2" Nail Anchor 0I6" l 1 /4"A Fastener Type F2 : -- Fastener Type F3 for Concrete Slab (min. 4 /unit) Eq for Cc #14x3" Hex016 "for #14x2 WOOA ` } for GLA55aoden Deck (min. 4/u nit) �.0® �' for PANEL ' KNEEWALL KNEEWALL for , for - SECTION 126 -0 0 SECTION 126-0 WOODEN DECK CONCRETE 5LA3 `� 1 SECTION 125-F SECTION 125 -F Q A NOTES FOR 5TUP6ENCLOSURE CONNECTIONS _ 19. ABBREVIATIONS: 4- #8x3 /4.5p5 1. TYPICAL CONNECTION DETAILS FOR VINYL STUDIO ENCLOSURE WITH ROOF PANEL SPANS OF UPTO 18 FEET. AL = ALUMINUM 2. VE51GN LOADS BASED ON E �%-OZ 100 MPH WIND SPEED, EXPOSURE B CONDITIONS AND 45 PSF UNIFORM GROUND SNOW LOAD. CBM = CRAFT51LT MANUFACTURING 4 #8x3/4° 505 DIAM = DIAMETER 4#8x3/4" 505 #8x1" SO- #8x1" 505078 3. STRUCTURAL MEMBERS SHALL CONFORM 70 CBM SPECIFICATIONS. EMBED = EMBEDMENT 4. ALL ROOF PANELS TO BE ANCHOR'.ED TO HEADER SUPPORT BEAM U51NG MINIMUM 2" WIDTH CBM SILICONE SEALANT. FT = FEET Gusset Plate EEJEa 5. WHERE REQUIRED, APPLY.CT3M-SWCONE SEALANT ONLY TO SURFACES CLEANED USING ALCOHOL H = AL-THERMAL H- 5TIFFENER 6. ALL ROOF PANELS TO BE INSTALLED WITH Hs BETWEEN PANELS AND ANCHORED U51NG BOTH 448x&4"51)5 (MIN.) 036"o.c. MIN = MINIMUM FASTENED UP THROUGH HEADER ARM INTO EACH "H" AND 1 -V4 %' LAG SCREW MIN.) WITH 3'k3'k0.1° MPH =MILES PER HOUR WASHER 036 "o.c. FASTENED DOWN THROUGH PANELS AND EMBEDDED 2" (MIN.) INTO AL HEADER oz. = ON CENTER 4 #8x3/4° 505 #8x1" 505078 #8x1" 505076 d PSF = POUNDS PER.5QUARE FOOT 7. SPACE COLUMNS IN LOAD- BEAl:IIvG WALLS NO FURTHER THAN 83.5° APART. 8. SPACE FASTENERS AT LEAST 2:< FASTENER DIAMETER FROM ADJACENT FASTENERS AND /OR G 10 f QTY = QUANTITY Gusset Plate - 9. REPLACE ALL OVERDRIVEN FA.Gra NEP 5. ur SDS = SELF -DRILLING SCREW 4#8x3/4' SD5 10. USE AAMA RATED FENE5TRATIC'7 PRODUCTS PER LOCAL CODES. IF� TB =TOP AND BOTTOM 4#8x3/4° SDS _. q.: -.,,- Lr! - TBM =TOP, BOTTOM AND MIDDLE 11. WHERE USED, A55UME CONCFETE TO -HAVE STRENGTH GREATER -THAN 2x00 P51. - ' CTION 125-G SECTION 125-H SECTION 125=H "`- 1Z MITER ALL FLOOR CHANNEL5 AT CORNERS OR EQUIVALENT). PROJ "" ' TRACTOR: at floor love 13. NOTCH AND PROPERLY FASTEII HEADER PPORT BEAM AND CORNER POST. ( � 14. ALL STRUCTURAL COLUMN5.TC1 yE CONTINUOUS FROM FLOOR TO ROOF HEADER i'f - TTERLIVING NEW YORK 4#8x3/4° 505 15. ALLOWABLE 5TKE55 IN AL CONNECTIONS INCREASED 5Y.30% FOR TEYER +� >- #8x1" SDSOTB Gusset mate WIND LOADING PER AL ASSOCIATION SPECS 47CIRCL 085%9 O ROUTE 6 .1-a 2" Nall Anchor 0716" :rete Slab (min. 416nit) lex01T'116" (ev"eryjoist) for Dock (min. 4 /un t) 2,= {}4x3" HexOTI l'A6" min. LLTR x3" H=0TB V4" Lag 5cre.024° #8x3/4" 5D5OTBM for DOOR/ —#8x1' 5050T5 SECTION 125-1 16. WHERE REQUIRED, HEADER BEAM MAY ONLY BE SPLICED AT CENTER LINE OF STRUCTURAL COLUMNS. — #8x1° 505078 . 17. SECTION 125-A 15 APPLICABLE ,FOR AN EXISTING HOU5E WITH MAXIMUM TWO .9 FT 570RIES ONLY. j 4 #6x3/4° SDS 18•AUTHOR17iD FOR BETTERLMNGpEALER/MATERW.SU5E ONLY. SECTION 125-J Q '� LAKE PEEK 13ALOMN PLACE, NY 10505 CBM Panel,, D BY: J CAL : NTS DWG NO.: CM50-cnx-100B -v DATjE: 3 /8/2006 D5024" Gusset maxi 4#8x3/4" 505 Gusset mate _ 4-#&3/4'005 Mullion SECTION 126 -8 •, -CBM Pand s� J Fastener Type F1 Fastener Type F1 L J L AI Flashing 1 "Dlam. Washer — 1 "Diam. Washer - -_ - - y -- - ^ -- - =_ AI Flashing Al Flashing 1/4'SA -1/2" Nail Anchor 0I6" l 1 /4"A Fastener Type F2 : -- Fastener Type F3 for Concrete Slab (min. 4 /unit) Eq for Cc #14x3" Hex016 "for #14x2 WOOA ` } for GLA55aoden Deck (min. 4/u nit) �.0® �' for PANEL ' KNEEWALL KNEEWALL for , for - SECTION 126 -0 0 SECTION 126-0 WOODEN DECK CONCRETE 5LA3 `� 1 SECTION 125-F SECTION 125 -F Q A NOTES FOR 5TUP6ENCLOSURE CONNECTIONS _ 19. ABBREVIATIONS: 4- #8x3 /4.5p5 1. TYPICAL CONNECTION DETAILS FOR VINYL STUDIO ENCLOSURE WITH ROOF PANEL SPANS OF UPTO 18 FEET. AL = ALUMINUM 2. VE51GN LOADS BASED ON E �%-OZ 100 MPH WIND SPEED, EXPOSURE B CONDITIONS AND 45 PSF UNIFORM GROUND SNOW LOAD. CBM = CRAFT51LT MANUFACTURING 4 #8x3/4° 505 DIAM = DIAMETER 4#8x3/4" 505 #8x1" SO- #8x1" 505078 3. STRUCTURAL MEMBERS SHALL CONFORM 70 CBM SPECIFICATIONS. EMBED = EMBEDMENT 4. ALL ROOF PANELS TO BE ANCHOR'.ED TO HEADER SUPPORT BEAM U51NG MINIMUM 2" WIDTH CBM SILICONE SEALANT. FT = FEET Gusset Plate EEJEa 5. WHERE REQUIRED, APPLY.CT3M-SWCONE SEALANT ONLY TO SURFACES CLEANED USING ALCOHOL H = AL-THERMAL H- 5TIFFENER 6. ALL ROOF PANELS TO BE INSTALLED WITH Hs BETWEEN PANELS AND ANCHORED U51NG BOTH 448x&4"51)5 (MIN.) 036"o.c. MIN = MINIMUM FASTENED UP THROUGH HEADER ARM INTO EACH "H" AND 1 -V4 %' LAG SCREW MIN.) WITH 3'k3'k0.1° MPH =MILES PER HOUR WASHER 036 "o.c. FASTENED DOWN THROUGH PANELS AND EMBEDDED 2" (MIN.) INTO AL HEADER oz. = ON CENTER 4 #8x3/4° 505 #8x1" 505078 #8x1" 505076 d PSF = POUNDS PER.5QUARE FOOT 7. SPACE COLUMNS IN LOAD- BEAl:IIvG WALLS NO FURTHER THAN 83.5° APART. 8. SPACE FASTENERS AT LEAST 2:< FASTENER DIAMETER FROM ADJACENT FASTENERS AND /OR G 10 f QTY = QUANTITY Gusset Plate - 9. REPLACE ALL OVERDRIVEN FA.Gra NEP 5. ur SDS = SELF -DRILLING SCREW 4#8x3/4' SD5 10. USE AAMA RATED FENE5TRATIC'7 PRODUCTS PER LOCAL CODES. IF� TB =TOP AND BOTTOM 4#8x3/4° SDS _. q.: -.,,- Lr! - TBM =TOP, BOTTOM AND MIDDLE 11. WHERE USED, A55UME CONCFETE TO -HAVE STRENGTH GREATER -THAN 2x00 P51. - ' CTION 125-G SECTION 125-H SECTION 125=H "`- 1Z MITER ALL FLOOR CHANNEL5 AT CORNERS OR EQUIVALENT). PROJ "" ' TRACTOR: at floor love 13. NOTCH AND PROPERLY FASTEII HEADER PPORT BEAM AND CORNER POST. ( � 14. ALL STRUCTURAL COLUMN5.TC1 yE CONTINUOUS FROM FLOOR TO ROOF HEADER i'f - TTERLIVING NEW YORK 4#8x3/4° 505 15. ALLOWABLE 5TKE55 IN AL CONNECTIONS INCREASED 5Y.30% FOR TEYER +� >- #8x1" SDSOTB Gusset mate WIND LOADING PER AL ASSOCIATION SPECS 47CIRCL 085%9 O ROUTE 6 .1-a 2" Nall Anchor 0716" :rete Slab (min. 416nit) lex01T'116" (ev"eryjoist) for Dock (min. 4 /un t) 2,= {}4x3" HexOTI l'A6" min. LLTR x3" H=0TB V4" Lag 5cre.024° #8x3/4" 5D5OTBM for DOOR/ —#8x1' 5050T5 SECTION 125-1 16. WHERE REQUIRED, HEADER BEAM MAY ONLY BE SPLICED AT CENTER LINE OF STRUCTURAL COLUMNS. — #8x1° 505078 . 17. SECTION 125-A 15 APPLICABLE ,FOR AN EXISTING HOU5E WITH MAXIMUM TWO .9 FT 570RIES ONLY. j 4 #6x3/4° SDS 18•AUTHOR17iD FOR BETTERLMNGpEALER/MATERW.SU5E ONLY. SECTION 125-J Q '� LAKE PEEK 13ALOMN PLACE, NY 10505 5TU P10 E«CL05URE 1 CON N ECTIO'1 DETAIL5 f 100 MPH - EXP05URE 13 D BY: J CAL : NTS DWG NO.: CM50-cnx-100B -v DATjE: 3 /8/2006 r a�. v� IF LAYOUT FLANS EX15TING BUILDING Bm P. M 59 "x5T'W p b m r r e (M b WALL 5ECf IONS �. f (ti 5TSVF IDE WALL (A) N 59 159 -1/2" 1 45 P5F 4„ 5 P5F 60 P5F 65 P5F' , �r LX)¢ 3 "HC 3 "HC 6=� 4.5 "HC 4.5 "HC +H 4.5 "HC +H 4.5 "HC +Ii 3 "EF!5 +H 3 "EP5 +H 3 "EP5 +H 4.5 "EP5 +H 4.5 "EP5 +H 4.5 "EP5 +H f (ti 5TSVF IDE WALL (A) N '(,"NOT TO SCALE) STUDIOQ/ALL (B) ,LLOWA13LE LIVE LOAD TABLE FOR 13 FT. PANEL (WIT Fp. _ LE55 SPAN) S S1 5 P F 59 159 -1/2" 1 45 P5F 4„ 5 P5F 60 P5F 65 P5F' , �r LX)¢ 3 "HC 3 "HC '(,"NOT TO SCALE) STUDIOQ/ALL (B) ,LLOWA13LE LIVE LOAD TABLE FOR 13 FT. PANEL (WIT Fp. _ LE55 SPAN) S S1 5 P F 30 P5F 35 P5F 40 P5F 1 45 P5F 1 50 P5F V65 5 P5F 60 P5F 65 P5F' , 3 "Ht ! 3 "HC 3 "HC 3 "HC 3 "HC +H 4.5 "HC 4.5 "HC +H 4.5 "HC +H 4.5 "HC +Ii 3 "EF!5 +H 3 "EP5 +H 3 "EP5 +H 4.5 "EP5 +H 4.5 "EP5 +H 4.5 "EP5 +H 4.5 "EP5 +H 6 "EPS +H 6 "EPS +F NOTES F TL L ALLOWABLE LOA +J5 ARE BA5E{5 U ' THE LE550R OF-4THE ULTIMAT OR THE LOAD AT'5PAN r to 2. HC /EP5 REFER?TO C13 L PANEL5 WITH A'_UMI ONDED TO HONEYCOMB /Pi: 1 ORES (3 ", 4 W' AND 6" IN wllt JACENT PANEL5 ARE UN I VINYL CLEAT5 OR H5. 3.100 A ND 5PEED, EXPOSURE B. 4 DE df�i'� ;,NEL DEAD LOAD = 5 P5F. 5 DO 11 POW LOCATION5/51ZE5 ARE INTE G. q EF tr,LE PER MFG'S 5PEC5. 6. WIDT -W,\"L MAY VAKY'PER .". .. DOOR / WINDOW LAYOUT UPTO 24FT. 7. PANEL5 MAY Dl :,' Y BE U5ED IN KOOF5 AND WALL5 OF,;'JNE STORY BUILDINGS QF CONSTRUCTIONiiYPE VB (FOR IBC /NB - TYPE VI (FOR ebb ) AND TYPE VN (F . r �'CS�,c•c�. Sk -4 .M 1= ,i IL" "eS iF t: „ DIO CON5TKUCTION 8. PANELS MAY ONLY 13E USED IN ROOF5 AND WALL5 WHERE � Skw,i CLA55 B OR CLA55 II INTERIOR FINISHES ARE FERMI f -BOOR BY CODE k�� MULLION' 54„ AAX) 11 65 -1/2" BC = BUILDING CODE 65 -1/2" HC = HONEY,,IDMB PANELS EP5 POLY51YRENE PANELS IBC = INTERNATIONAL BC U13C UNIFORM BC FOR 5UNROOM5 WITH A FIN15HED FLOOR LE f ; % QALUMINUM �A- 5TUP10 510E WALL(;. A55EM13LY DETAILS 5EE ALLOWABLE LOAD L TABLE FOR PANEL 51ZE5 I \ AJ MINIMUM SLOPE 1:12 GUTTER FASCIA 0 5LIDING DOOR 1 OR WINDOW P Q TEMPERED GLA55 FLOOR CHANNEL — CBM= CRAFT -GILT MANUFACTURING P5F = FOUND5 / 5Q. FOOT TYPICAL STUDIO FT= FEET NOT TO cKA 9. HORIZONTAL JOINTS BETWEEN THE ENP5 OF PANELS Cl W = WIND014' ! BC = BUILDING CODE NOT PERMITTED. 10. CONTRACTOR TO PROVIDE FALL PROTECTION E5, HC = HONEY,,IDMB PANELS EP5 POLY51YRENE PANELS IBC = INTERNATIONAL BC U13C UNIFORM BC FOR 5UNROOM5 WITH A FIN15HED FLOOR LE f ; % QALUMINUM = H = THERMALI- Y- BROKEN = NBC = NATIONAL BC OR GREATER ABOVE AN EXTERIOR H- STIFFENER 5BC = 5TANDARD BC &5UA9;� 11. STRUCTURAL FRAMING AND CONN �E'IN5TALLED P =PANEL - MFG = MANUFACTURER PER CBM 5PEC5. MPH = MILE5'PEK HOUR 5PEC5 = 5PECIFICATION5 12. CONTRACTOR TO INSPECT ALL EXIS s DITION5 AND A5 NECESSARY REPAIR AND /OR +_. ACE ALL MATERIALS A5 REQUIRED TO RENDER EM 5TRUCTURALLY SOUND AND COMPLETE. 13. AUTHORIZED FOR BETTEKLIVING DEALEK/MATEKIAL5 U5E C MAX = MAXIMUM a PROJECT: al 2fo_1_2� CONTRACTOR: 5TEYER BETTERI-N ING NEW YOR 47 CIRCLE RD. 80 ROUTE 6 LAKE PEEK5KILL, NY 1053 15ALOWIN PLACE, NY 105 �U DRAWN 13Y: CJJ DWG NO.: em50- 12x11- oteyer SCALE: 1" = 50" DATE: 3/8/2006 �;5 w O 0 K 12' -0" x 11' —O" 05 VINYL 5TUD10 E &(IRLY KE GE N ERAsL6UT FRONT VIEW ICAL 5TUD10 ENCL05URE o _ c: , 51DE VIEW T m c ■ ;5 a ,fl{O � 1 , 0 94 R: O wA"" ©G�L7iL%J� mL"rI�0�0�FL•7 F�J�G7Cs7Od ®�fT -J or•_•�000Fnoo m��o c�raoa- 'mr�or� mO� ©m�ra iCJC- 7C_]G7iFiF�OO� m�fi7f'i7F3� Lyty V C�f.ii:JO oloo FflG7Q�C'7r']i:JC':7 mr>>o�>IOlo��i ®E7. iC11 ©F�Fs7m En�or�r•.�r•�ir•:io mF� R: O CORNER P03f," ���iR NO TRAMSON (STNDND) 3 - O� - Ir 0 R 0 vp . � runrH•LwuvmvlTwe�a: wA"" ©G�L7iL%J� mL"rI�0�0�FL•7 F�J�G7Cs7Od ®�fT -J or•_•�000Fnoo m��o c�raoa- 'mr�or� mO� ©m�ra iCJC- 7C_]G7iFiF�OO� m�fi7f'i7F3� �rfaLr�ar•�r•�ro oloo ®E7. CORNER P03f," ���iR NO TRAMSON (STNDND) 3 - O� - Ir 0 R 0 vp . � runrH•LwuvmvlTwe�a: wA"" ©G�L7iL%J� mL"rI�0�0�FL•7 F�J�G7Cs7Od ®�fT -J or•_•�000Fnoo m��o c�raoa- 'mr�or� mO� ©m�ra iCJC- 7C_]G7iFiF�OO� !moc �rfaLr�ar•�r•�ro oloo mF71F- CORNER P03f," ���iR NO TRAMSON (STNDND) 3 - O� - Ir 0 R 0 vp . � runrH•LwuvmvlTwe�a: tai wA"" mlD�C7 F�J�G7Cs7Od DO F�JgClOE sm c�raoa- 'mr�or� mO� .e��mo iCJC- 7C_]G7iFiF�OO� !moc �rfaLr�ar•�r•�ro oloo tai wA"" a "" F�J�G7Cs7Od sm c�raoa- 'mr�or� .e��mo L•�J��7ac7G7t!%]�l� !moc �rfaLr�ar•�r•�ro oloo mF71F- tai it 1: 9� NOTE5 FOR 5TUD10 ENCLO51URE STRUCTURAL FRAMNG a; 1. TYPICAL STRUCTURAL SECTIONS FOR VINYL STUDIO ENCLOSURE WITH ROOF PANEL SPANS OFa1PTO 18 FEET. 2. DESIGN WIND LOADS BA5EO ON A5CE 7 -02. UPTO 100 MPH WIND SPEED, EXP05URE B CONDrrgON5. 3. 5TRUCTURAL MEMBERS SHALL CONFORM TO CRMT13ILT MANUFACTURING COMPANY (CBM) 5fsECIFICATION5. 4. SPACE COLUMNS IN LOAD BEARING WALLS NO FURTHER THAN 83.5' APART. 5. FASTENER DETAILS PER CBM SPECIFICATIONS. 6. ACTUAL LOADS (DESIGN VALUES) ON ROOF SHALL 13E LESS THAN ALLOWABLE ROOF LOADS N STRUCTURAL MEMBERS (SEE TABLE5). ;L,• . 7.5ECTION5 MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FA5TENERS. ti 8. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER E% 9. ALL STRUCTURAL BEAMS TO 8E CONTINUOUS BETWEEN SUPPORTS. ' 10. MAXIMUM WALL HEIGHT NOT TO EXCEED 84" FOR "NO TRAN50M" CASE AND 107 -1/4° FOR'Wfiti TRANSOM' CASE 11. AUTHORIZED FOR BETTERLMNG DEALERlMATERW.5 USE ONLY. -� PROJECT: q1, 26 —I-29 CONTRACTOR: 5TEYER 15ETTERLIVING NEW YORK ' YL 47 CIRCLE RD. — 80 ROUTE 6 STUDIO CLOSURE LAKE PEEK5KILL, NY 10537 6ALOMN PLACE, NY 1050 ;� v1 5TRUCTURAL FRAMING DRAWN BY: CJJ 0WG NO.: UPT0100 MPH - EXP05URE B T� bGALE: NT5 _ CM50- of- loOB -V >„ L•�J��7ac7G7t!%]�l� mF71F- iC11 ©F�Fs7m En�or�r•.�r•�ir•:io mF� ©F9F7.3 � �l it 1: 9� NOTE5 FOR 5TUD10 ENCLO51URE STRUCTURAL FRAMNG a; 1. TYPICAL STRUCTURAL SECTIONS FOR VINYL STUDIO ENCLOSURE WITH ROOF PANEL SPANS OFa1PTO 18 FEET. 2. DESIGN WIND LOADS BA5EO ON A5CE 7 -02. UPTO 100 MPH WIND SPEED, EXP05URE B CONDrrgON5. 3. 5TRUCTURAL MEMBERS SHALL CONFORM TO CRMT13ILT MANUFACTURING COMPANY (CBM) 5fsECIFICATION5. 4. SPACE COLUMNS IN LOAD BEARING WALLS NO FURTHER THAN 83.5' APART. 5. FASTENER DETAILS PER CBM SPECIFICATIONS. 6. ACTUAL LOADS (DESIGN VALUES) ON ROOF SHALL 13E LESS THAN ALLOWABLE ROOF LOADS N STRUCTURAL MEMBERS (SEE TABLE5). ;L,• . 7.5ECTION5 MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FA5TENERS. ti 8. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER E% 9. ALL STRUCTURAL BEAMS TO 8E CONTINUOUS BETWEEN SUPPORTS. ' 10. MAXIMUM WALL HEIGHT NOT TO EXCEED 84" FOR "NO TRAN50M" CASE AND 107 -1/4° FOR'Wfiti TRANSOM' CASE 11. AUTHORIZED FOR BETTERLMNG DEALERlMATERW.5 USE ONLY. -� PROJECT: q1, 26 —I-29 CONTRACTOR: 5TEYER 15ETTERLIVING NEW YORK ' YL 47 CIRCLE RD. — 80 ROUTE 6 STUDIO CLOSURE LAKE PEEK5KILL, NY 10537 6ALOMN PLACE, NY 1050 ;� v1 5TRUCTURAL FRAMING DRAWN BY: CJJ 0WG NO.: UPT0100 MPH - EXP05URE B T� bGALE: NT5 _ CM50- of- loOB -V >„ AL A �:P, Aj k eh, Ohl IZ LLJ 4'O tL LI Ul 1 � + BATH it Ss U!Vl N G ROO M CROT014 - MONTROSE CONSTRUCTION CO., INC. 60 KINGS FERRY ROAD MONTROSE, NEW YORK 10548 (914) 271-8493 ojq,�; c e 739' 4 7.3 Eq- D r FLOOR-— PLAN n - 2 FLOOR PL) To s e h", S �eyer - c I lc� C L--,*� RD LA K P E E K S l< I —I k A/,�� SCALE z I. +N LAYOUT f LAN5 EX15TING BUILDING C ^ D tr+ 0V ' 4v �.3 e 59 "x57'W E (M y , WALL 5ECT10N5 E (M b ;yf 5 IDE WALL (A) 59 1/2" 40 P5F 0 4„ 65 -1/2" 4„ AX) 6�1� �^ v <L 3 "HC - L avm ; E (M b ;yf 5 IDE WALL (A) /kN) OT TO SCALE) STUDIO � talNALL (B) `ALLOWABLE LIVE LOAD TABLE FOR 13 FT. PANEL (WI LE55 SPAN) j. 5 PSF 59 1/2" 40 P5F 59 -1/2" 50 P5F �; 5 P5F 4„ AX) 65 PSF 3 "H 3 "HC - 3 "HC 3 "HC +H 4.5 "HC I 4.5 "HC +H I 4.5 "HC +H I 4.5 "HCaH 3 "EP5 +H 3 "EPS +H L�j 4.5 "EP5+H /kN) OT TO SCALE) STUDIO � talNALL (B) `ALLOWABLE LIVE LOAD TABLE FOR 13 FT. PANEL (WI LE55 SPAN) j. 5 PSF 30 P5F 35 P5F 40 P5F 45 P5F 50 P5F �; 5 P5F 60 PSF 65 PSF 3 "H 3 "HC 3 "HC 3 "HC 3 "HC +H 4.5 "HC I 4.5 "HC +H I 4.5 "HC +H I 4.5 "HCaH 3 "EP5 +H 3 "EPS +H 3 "EP5 +H 4.5 "EP5+H 4.5 "EP5 +H 4.5 "EP5 +H I 4.5 "EP5 +H I 6 "EP5 +H I 6 "EPS +H e (M NOTES F �✓ TUDIO CON5TRUCTION r 1. ALLOWABLE LOA.D5 ARE BA5E19 U 6. PANELS MAY ONLY BE USED IN ROOFS AND WALLS WHERE 21 IATION5: % THE LESSOR OF THE ULTIMA CLA55 B OR CLA55 II INTERIOR FINISHES ARE PEP MI [+ QOR .. OR THE LOAD F,,_T 5PAN/ c BY CODE. tvfi MULLIO`t 2. HC /EP5 REFEKS? TO CB URSAL 9. HORIZONTAL JOINTS BETWEEN THE ENDS OF PANELS' '�? W = WINDOW) PANELS WITH r'LUMI ONDED TO NOT PERMITTED. j r' HC = HONEYCOMB PANELS HONEYCOMB /" L aR) ORES (3 ", 4'A" 10. CONTRACTOR TO PROVIDE FALL PROTECTION YJ( 1 CODE5, EP5 = POLY5TYKENE PANELS AND 6" IN T I JACENT PANELS FOR SUNROOMS WITH A FINISHED FLOOR LE D� H = THERMALLY BROKEN ARE CON 4 1 G VINYL CLEATS OR Hs. OR GREATER ABOVE AN EXTERIOR 5U Ao < ALUMINUM H- STIFFENER BS 3 100 tt WIND SPEED, EXPOSURE B. 11. STRUCTURAL FRAMING AND CONN 5 1 klI 5TALLED P = PANEL'S. 4 DE ©F °EL DEAD LOAD = 5 P5F. PER CBM SPECS. MPH = MILEFi PER HOUR 5 DOZER, N I�POW LOCATION5 /51ZE5 ARE 12. CONTRACTOR TO INSPECT ALL EXIS DITION5 INTEGN EA.BLE PER MFG'S SPECS. AND AS NECESSARY REPAIR AND /OR PLACE ALL _ _ �`' _ 6. MI?Th�t B -WALL MAY VARY PER MATERIALS AS REQUIRED TO RENDER EM STRUCTURALLY G1nriA jp PROJE STUDIO 511?E WALL V " " P5F = POUNDS / 5Q. FOOT A55EM13LY DETAIL5 4„ 65 -1/2" 65 -1/2" TABLE FOR PANEL SIZES I� MINIMUM SLOPE 1:12 �.a STUDIO 511?E WALL V " " P5F = POUNDS / 5Q. FOOT A55EM13LY DETAIL5 NOT TO 5§P w �h SEE ALLOWABLE LOAD NBC = UNIFORM TABLE FOR PANEL SIZES I� MINIMUM SLOPE 1:12 MFG = MANUFACTURER ® �� GUTTER FA5CIA CR I MAX = MAXIMUM ON HEAP FORT BEAM CONTRACTOR _ 'D OPTIONAL) SLIDING DOOR OR WINDOW � F TEMPERED GLA55- FLOOR CHANNEL --, CBM= CRAFT -GILT MANUFACTURING " P5F = POUNDS / 5Q. FOOT TYPICAL STUDIO FT = FEET BC = BUILDING CODE NOT TO 5§P w �h IBC = INTERNATIONAL BC NBC = UNIFORM ©�% NB 15 C = NATIONAL BC 513C = STANDARD BC 9- O MFG = MANUFACTURER t SPECS = 5PECIFICATION5 P MAX = MAXIMUM ON Q CONTRACTOR DOOR / WINDOW LAYOUT UPTO 24FT. SOUND AND COMPLETE. 5 � G C Q4' '. � STEYER BETTERLIVING NEW YORK 7. PANELS MAY AILY BE USED IN ROOFS 13. AUTHORIZED FOR BETTERLIVING DEALER/MATERIALS USE 0 Y. - AND WALLS OP;/JNE STORY BUILDING5 AF 47 CIRCLE RD 80 ROUTE 6 CONSTRUCTION.? TYPE VB (FOR IBC /NB TYPE VI (FOR 5[,',C) AND TYPE � (F ). .:K `1T ,1 ' •a 4: � i AN '1 LAKE PEEKSKILL, NY 1053 BALDWIN PLACE, NY 10505 s'i+ DRAWN BY: CJJ DWG NO.: em50- 12x11- rteyer SCALE: 1" = 50" DATE: 3/8/2006 't 3 r3 gl.2co- I -2� 12' -0" x 11' —O" VINYL ;�q 5TUDIO EW RE GENp&4,,k Ft 5 -Yf ICAL STUDIO ENCL05UKE 9 0�wq� 0 (lx o Q� MULLION f �Q P FRONT VIEW ALLOWABLE ROOF LOADS 1 CORNER POSf;- - 1 0 RU a O Ei CJ � �y„ o �9n Q s� m0�0��CJD c�cnur.;.�cy�:■ "0 mG7Ci7C7Cv'��© m�C7G70��� I ®�7O ®® ]�C:li%71�mm KUM.. •lia"'•iR�.IOO. AAO. ]�dd0. ®� 1 CORNER POSf;- - 1 0 RU a O Ei CJ � �y„ o �9n Q s� m0�0��CJD .d0.d "0 mG7Ci7C7Cv'��© ©dC7�fs%l��Q �i^]G7�^7C7d��i I ®�7O ®® ]�C:li%71�mm m�C7C70C]C��7 mC•_7f�7�7�G9 •lia"'•iR�.IOO. AAO. ©© ®� 1 CORNER POSf;- - 1 0 RU a O Ei CJ � �y„ o �9n Q s� md000000 .d0.d "0 mG7Ci7C7Cv'��© moczQOmoc� moc�rnl�c:� I ®�7O ®® ]�C:li%71�mm mo�c�oomE:n •lia"'•iR�.IOO. AAO. ©© 1 CORNER POSf;- - 1 0 RU a O Ei CJ � �y„ o �9n Q s� Q YIaH M (Flat YEM MAN5WM md000000 ryurrQao� O mG7Ci7C7Cv'��© i':7�C7E7 I ®�7O mf F4�]D�G.IC7 ]�C:li%71�mm -1.3 •lia"'•iR�.IOO. AAO. ©© Q YIaH M (Flat YEM MAN5WM fill SIDE VIEW u O °���b ® Qn _N HEADER- BEAM ---- -- (rpar RSYJ•G�dCJGC%Ci�10 C�BEIC�iSt�7� Ff>C7�R'v7C7fl7f��y -"t FS7��Ei�G] F� 9.10 1p"Notallimm MEN C�JJf.•����FiJCJIIIMII Cm7 ©F3 ©F3F31 FJ iZ•7����C7G7� mF'J ©BiE7F3 m NOTES FOR 5TUD10 ENCL05URE STRUCTURAL FKAMIhs'G 1. TYPICAL STRUCTURAL 5ECT10N5 FOR VINYL STUDIO ENCLOSURE WITH ROOF PANEL SPANS OF U&O 18 FEET. 2. DESIGN WIND LOADS BASED ON ASCE 7 -02. OF TO 1O0 MPH WIND SPEED, EXPOSURE B CONDITIONS. 3. STRUCTURAL MEMBERS SHALL CONFORM TO CRAFTBILT MANUFACTURING COMPANY (CBM) SPECIFICATIONS. 4. SPACE COLUMNS IN LOAD BEARING WALLS NO FURTHER THAN 83.5' APART. i 5. FASTENER DETAILS PER CBM SPECIFICATIONS. 6. ACTUAL LOADS (DESIGN VALUES) ON ROOF SHALL BE LESS THAN ALLOWABLE ROOF LOADS IN STRUCTURAL MEMBERS (SEE TABLES). •' 7. SECTIONS MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS. 8. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. . 9. ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. 10. MAXIMUM WALL HEIGHT NOT TO EXCEED 84' FOR "NO TRANSOM" CASE AND 107 -1/4" FOP. "WIV,. TRANSOM' CASE. 11. AUTHORIZED FOR BETTERLMNG DEALER/MATERIALS USE ONLY. 1p PROJECT: Z CONTRACTOR: ; 5TEYER a I' a(D l- 15ETTERLIVING NEWYORK VINYL I a 47 CIRCLE RD. &0 ROUTE 6 STUDIO EtVCL05URE LAKE PEEKSKILL, NY 10537 15ALOMN PLACE, NY 1050 STRUCTURAL: FRAMING DRAWN 15Y: CJJ DWG NO.: UPTO 100 MPN, _ EXPOSURE B SCALE: NTS 750 -sf- 10015-v n rc. aIu.ionnr •I' �m�C?9f^7C ��7 �G�CJrrlL�'JCyFJ O m�r���doo r�r�e�axme� i':7�C7E7 I ®�7O mQC -1.3 •lia"'•iR�.IOO. AAO. oo fill SIDE VIEW u O °���b ® Qn _N HEADER- BEAM ---- -- (rpar RSYJ•G�dCJGC%Ci�10 C�BEIC�iSt�7� Ff>C7�R'v7C7fl7f��y -"t FS7��Ei�G] F� 9.10 1p"Notallimm MEN C�JJf.•����FiJCJIIIMII Cm7 ©F3 ©F3F31 FJ iZ•7����C7G7� mF'J ©BiE7F3 m NOTES FOR 5TUD10 ENCL05URE STRUCTURAL FKAMIhs'G 1. TYPICAL STRUCTURAL 5ECT10N5 FOR VINYL STUDIO ENCLOSURE WITH ROOF PANEL SPANS OF U&O 18 FEET. 2. DESIGN WIND LOADS BASED ON ASCE 7 -02. OF TO 1O0 MPH WIND SPEED, EXPOSURE B CONDITIONS. 3. STRUCTURAL MEMBERS SHALL CONFORM TO CRAFTBILT MANUFACTURING COMPANY (CBM) SPECIFICATIONS. 4. SPACE COLUMNS IN LOAD BEARING WALLS NO FURTHER THAN 83.5' APART. i 5. FASTENER DETAILS PER CBM SPECIFICATIONS. 6. ACTUAL LOADS (DESIGN VALUES) ON ROOF SHALL BE LESS THAN ALLOWABLE ROOF LOADS IN STRUCTURAL MEMBERS (SEE TABLES). •' 7. SECTIONS MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS. 8. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. . 9. ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. 10. MAXIMUM WALL HEIGHT NOT TO EXCEED 84' FOR "NO TRANSOM" CASE AND 107 -1/4" FOP. "WIV,. TRANSOM' CASE. 11. AUTHORIZED FOR BETTERLMNG DEALER/MATERIALS USE ONLY. 1p PROJECT: Z CONTRACTOR: ; 5TEYER a I' a(D l- 15ETTERLIVING NEWYORK VINYL I a 47 CIRCLE RD. &0 ROUTE 6 STUDIO EtVCL05URE LAKE PEEKSKILL, NY 10537 15ALOMN PLACE, NY 1050 STRUCTURAL: FRAMING DRAWN 15Y: CJJ DWG NO.: UPTO 100 MPN, _ EXPOSURE B SCALE: NTS 750 -sf- 10015-v n rc. aIu.ionnr •I' mr•�ool�noo �G�CJrrlL�'JCyFJ m�r���doo r�r�e�axme� moc mc�oE'Tcfa AAO. oo fill SIDE VIEW u O °���b ® Qn _N HEADER- BEAM ---- -- (rpar RSYJ•G�dCJGC%Ci�10 C�BEIC�iSt�7� Ff>C7�R'v7C7fl7f��y -"t FS7��Ei�G] F� 9.10 1p"Notallimm MEN C�JJf.•����FiJCJIIIMII Cm7 ©F3 ©F3F31 FJ iZ•7����C7G7� mF'J ©BiE7F3 m NOTES FOR 5TUD10 ENCL05URE STRUCTURAL FKAMIhs'G 1. TYPICAL STRUCTURAL 5ECT10N5 FOR VINYL STUDIO ENCLOSURE WITH ROOF PANEL SPANS OF U&O 18 FEET. 2. DESIGN WIND LOADS BASED ON ASCE 7 -02. OF TO 1O0 MPH WIND SPEED, EXPOSURE B CONDITIONS. 3. STRUCTURAL MEMBERS SHALL CONFORM TO CRAFTBILT MANUFACTURING COMPANY (CBM) SPECIFICATIONS. 4. SPACE COLUMNS IN LOAD BEARING WALLS NO FURTHER THAN 83.5' APART. i 5. FASTENER DETAILS PER CBM SPECIFICATIONS. 6. ACTUAL LOADS (DESIGN VALUES) ON ROOF SHALL BE LESS THAN ALLOWABLE ROOF LOADS IN STRUCTURAL MEMBERS (SEE TABLES). •' 7. SECTIONS MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS. 8. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. . 9. ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. 10. MAXIMUM WALL HEIGHT NOT TO EXCEED 84' FOR "NO TRANSOM" CASE AND 107 -1/4" FOP. "WIV,. TRANSOM' CASE. 11. AUTHORIZED FOR BETTERLMNG DEALER/MATERIALS USE ONLY. 1p PROJECT: Z CONTRACTOR: ; 5TEYER a I' a(D l- 15ETTERLIVING NEWYORK VINYL I a 47 CIRCLE RD. &0 ROUTE 6 STUDIO EtVCL05URE LAKE PEEKSKILL, NY 10537 15ALOMN PLACE, NY 1050 STRUCTURAL: FRAMING DRAWN 15Y: CJJ DWG NO.: UPTO 100 MPN, _ EXPOSURE B SCALE: NTS 750 -sf- 10015-v n rc. aIu.ionnr •I' FRONT WALL CONNECTION DETAIL5 4 .,.� . 125 0 ® <, `. 1 ,g SECTION 125 'p4 C CBM Panel TYFICAL 51DE WALL CONNECTION DETAIL5 100 MPH WIND TABLE P EXP05UP.E B Fastener Qty /Spacing Sect. Fastener' Type Panel 5 an each stud) 1- jr8x3 /4" SDS�Each End 12-A fl V4' 5— r0'Embed 2 ' - #8x1° SDSmTB 5050,1715 SECTION 1fp -I A4'1x3/4" 5D5®6" Alternate 1 1SB F2 i8 z S/4' 505 12 125C F4 iB 505 6 FI Je x 5/4' 505 SEE 7 18F F2 W'91m 5nNen5vd Svw? S 5ECTION 125 -A F3 IV, Olen. T — Embed. 1 4 • WrAL NUMBER OF FASTENERS MEN PROVIDED, TO BE PLACED ATI V FROM THE UPPER EDGE OF THE WALL HANGER. SECTION 125-C nel 5 for 125-8 ;r Type F4 � e C, c, SECTION 126 ' . Fa -saner Type 1`1 016 "o.c. (midwicith of panel) PROJ each stud) 1- jr8x3 /4" SDS�Each End 505 ® "�,', -'i �� "; #8x3/4" 6° s t' CBM Silicone Sealant Inside <�- , ; ' - #8x1° SDSmTB 5050,1715 SECTION 1fp -I A4'1x3/4" 5D5®6" Alternate 1 �o,Itlnuoy CBM 51IICOn4 Sealant TEYER +ra^` I) % CIRGL o N S 1iy LAKE FE b`6 *i�Z /4" 505®3" (Alternate ) 1e' minimum vAdeth)µjjej Fastener Type F2 D A N BY: JJ CAL : NT5 ' 505012" < #8x314" 505®24" i, Panel ' CBM Panel • #sx3 /4" SD5 ®6" (Akemau 1) #8x1" SDSOCenter of Unit 5ECTION 125 -A • 01 SECTION 125 -8 ay `'-- - - --- - - - AhMulllon SECTION 125-C nel 5 for 125-8 ;r Type F4 � e C, c, SECTION 126 ' SECTION 125-H CBM Panel PROJ < t' TRACTOR: CBM Silicone 5calarrt ' - #8x1° SDSmTB 5050,1715 SECTION 1fp -I (at floor level 4-#8x3/4" 505 Gusset Pfau — #8x1" 5PSOT6 4- #8x3/4^ s1)s SECTION 125 -J 13. NOTCH AND PROPERLY FASTEN HEADER 14. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HE fDER. 15. ALLOWABLE 5TRE55 IN AL CONNECTIONS INCREASED BY 30% FOR -" WIND LOADING PER AL ASSOCIATION SPECS. 16. WHERE REQUIRED, HEADER BEAM MAY ONLY BE SPLICED AT CENTER LINE OF STRUCTURAL COLUMN5. 17. SECTION 125 -A 15 APPLICABLE FOR AN FUSTING HOUSE WITH MAXIMUM TWO 9 FT STORIES ONLY. 18. AUTHORIZED FOR BETTERLIVING VEALER/MATERIALS USE ONLY. •. ?` 1 TEYER +ra^` I) % CIRGL o N S 1iy LAKE FE b`6 TTERLIVING NEW YORK O ROUTE 6 BALDWI N PLACE, NY 10505 VINYL 5TUDI0 ENCLOSURE CONNECTION DETAIL5 100 M FH - EXP05U RE B D A N BY: JJ CAL : NT5 ' 505012" -L #8x314" 505®24" i, CBM Panel • SECTION 126-A L r ---- -� #8x3/4" 505®24" SECTION 126 -8 4. © 6' CBM Panel 505024" Gusset Plate 4-#8x3/4" 5D5 Gusset Plate 4-#8x3/4" 505 Mullion Panel /4° SD5024" L: #8x3/4" 51)5 06" ®every Fastener Type FI Fastener Type FI �. J L J �^ door frame sill..y _ -_ - -__ -.—Al Flashing _ Al Flashing .� 1 "DIam. Washer 1 "Clem. Washer - -• - - -- -� �--- •- �� Al Flashing - • •, AI Flashing J 1/4 "x1 -1/2" Nail Anchor 016" - 1/4 "x14/2" Nall Anchor 016" -- _- Al Flashing _ Fastener Type F2 Fastener Type F3 for Concrete Slab (min. 4 /unit) ® for Concrete Slab (min. 4 /unit) - - y -l' Wooden Deck (min 4 /unit) ®"� Woodmen D�ec®k 1(m�n. 4 /unit)p�t) for 1/4'k1- 1 /2"-Nall Anchor 016" for Concrete Slab (min. 4 /unit) l+ #14x3" HcIft eve olet Icse than 24 "o.c. for GLA55 for PANEL yJ ( ) KNEEWALL KNEEWALL for Wooden Deck min. 4 /unit #8x3/4" SDS®T8M ( ) for for SECTION 126 -D Qg 0 SECTION 126-0 i., WOODEN DECK CONCRETE SLAB Y �«�? A 2- 4x4 M 3" HmxOTB SECTION 125 -E + SECTION 125 -F SECTION 125 -F l 1'k6" min. [ NOTE5 FOR 5TUD10 ENCL05URE CONNECTION5 19. A1315REVIATION5: TH �N PAN OF UPT018 FEET AL = ALUMINUM 4 #8x3/4" 505 1. TYPICAL CONNECTION DETAILS FOR VINYL STUDIO ENCLOSURE WI ROOF Pr.. EL 5 5 CBM = CRAFTBILT MANUFACTURING 2 VE51GN LOADS BA5ED ON A5CE 7-02 100 MPH WIND SPEED, EXPOSURE BCONDIT10N5 AND 45 P5F UNIFORM GROUND SNOW LOAD. 505 DIAM = DIAMETER #8x1" 505 ®T5 #8x1" SDS®TB 3. STRUCTURAL MEMBERS SHALL CONFORM TO CBM SPECIFICATIONS. � EMBED = EMBEDMENT uf}'" 505 �— FA— 4. ALL ROOF PANELS TO BE ANCHORED TO HEADER SUPPORT BEAM U51NG ivINIMUM 2" WIDTH CBM 51LICONE SEALANT. FT = FEET Plate ;t 5. WHERE REQUIRED, APPLY CBM 51LICONE SEALANT ONLY TO 5URFACE5 CLEANED USING ALCOHOL. H = AL- THERMAL H- 5TIFFENER . 6. ALL ROOF PANELS TO BE INSTALLED WITH He BETWEEN PANELS AND ANCHORED USING BOTH 4- #8x3/4" SD5 (MIN.) 036 "o.c. MIN = MINIMUM 1ILLILU FASTENED UP THROUGH HEADER ARM INTO EACH "H" AND 1- V4 "x5" LAG KFEW (MIN.) WITH Mlx0.1'. L MPH = MILES PER HOUR 2- #14x5' " hlex0TB b (7 o.c. = ON CENTER #8x11/4" Lag 9crew®24" WASHER ®36 "o.c. FASTENED DOWN THROUGH PANELS AND EMBEDDED 2" (MIN.) IN AL HEADER 4314�� 505 #8x1" SDS�TB #8x1' SDS ®TB 7 SPACE COLUMNS IN LOAD- BEARING WALLS NO FURTHER THAN 83.5" APART. P5F = POUNDS PER SQUARE FOOT #8x3/4" 5D5�TBM K Plate 8. SPACE FASTENERS AT LEAST 2 x FASTENER DIAMETER FROM ADJACENT I A5TENER5 AND /OR G 3JJ$Ay QTY = QUANTITY for DOOR/ 9. REPLACE ALL OVERDRIYEN FA5TENERS. 50 = SELF-DDOVO SCREW WINDOW JAMB 10. USE AAMA RATED FENESTRATION PRODUCTS PER LOCAL CODES. f1�`,S'' ?`( TB =TOP AND BOTTOM ED-, 4-#&31W. SDS TBM = TOP, BOTTOM AND MIDDLE SECTION 126 -E 11. WHERE USED, A55UME CONCRETE TO HAVE STRENGTH GREATER THAN 2,{00 P51. - SECTION 125 -G SECTION 125 -H SECTION 125-H 12. MITER ALL FLOOR CHANNELS AT CORNERS fOF EQUIVALEN7�. SUPPORT BEAM A D CORNER;P05T. PROJ � ; 1. TRACTOR: ' - #8x1° SDSmTB 5050,1715 SECTION 1fp -I (at floor level 4-#8x3/4" 505 Gusset Pfau — #8x1" 5PSOT6 4- #8x3/4^ s1)s SECTION 125 -J 13. NOTCH AND PROPERLY FASTEN HEADER 14. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HE fDER. 15. ALLOWABLE 5TRE55 IN AL CONNECTIONS INCREASED BY 30% FOR -" WIND LOADING PER AL ASSOCIATION SPECS. 16. WHERE REQUIRED, HEADER BEAM MAY ONLY BE SPLICED AT CENTER LINE OF STRUCTURAL COLUMN5. 17. SECTION 125 -A 15 APPLICABLE FOR AN FUSTING HOUSE WITH MAXIMUM TWO 9 FT STORIES ONLY. 18. AUTHORIZED FOR BETTERLIVING VEALER/MATERIALS USE ONLY. •. ?` 1 TEYER +ra^` I) % CIRGL o N S 1iy LAKE FE b`6 TTERLIVING NEW YORK O ROUTE 6 BALDWI N PLACE, NY 10505 VINYL 5TUDI0 ENCLOSURE CONNECTION DETAIL5 100 M FH - EXP05U RE B D A N BY: JJ CAL : NT5 DWG NO.: em50 -cnx- 1008 -v DAT : 3/8/2006 VV 310/9110 F 5/4 "x6" PT DECKING N 2 "x8" TIMBER JOISTS 012 "oc NAILED TO DECKING ALONG TOP EDGE 2 -2 "x8" TIMBER JOISTS NAILED 024" WITH 12d NAILS WITH LU528 51MP50N J015T HANGERS AT THE HOUSE 7 � J 7 - r- 11' 18' 2- 2"x8" TIMBER JOISTS NAILED DECK FRAMING PLAN 024" WITH 12d •NAILS WITH LU528 SIMPSON P05T CAP(') 51MP5ON J015T HANGERS AT -, CONNECTOR (TYPICAL) THE HOUSE 2 "x8" LEDGER WITH J015T HANGERS SECURED TO STRUCTURAL STUDS IN HOUSE WITH 2 -1/2" x 5" LAGS WITH 3/4" TIMBERTECH PLY OVERLAY WITH VAPOR BARRIER 2 -2 "x8" TIMBER JOISTS NAILED 024" WITH 12d NAILS WITH LU5, SIMPSON JOIST HANGERS AT THE HOUSE 2 "x8" TIMBER J015TS 016 "oc NAILED TO DECKING ALONG TOP EDGE 3 -2 "x8" TIM BER JOISTS NAILED 024" WITH 12d NAILS WITH J015T HANGERS CONCRETE FOOTINGS (SEE NOTES 4 & 5) ENCLOSED DECK NOTES: 6 "x6" TIMBER P05T - (120" ABOVE GRADE) GRADE (TYPICAL) — CONCRETE FOOTER 51/2" x 51/2" 5IMP50N CONNECTOR CBA66 (TYPICAL) 2 -5/8" x 6.5" BOLTS 4 -1/2" x41/2" ANCHOR BOLTS TIMBER DESIGN..5TPE55 ".A,5.5UME5: PROJECT: (,� I _ f _2°I DRAWN BY: CJJ -l. SPECI55a aOUTkiEP<N PIRvE -td0: 2 , -. 2' -x 5TEYER 47 - BENDING STRESS Fb: 1,200 PSI FROST LINE CIRCLE RD. DWG. NO.: COMP. PERP. TO GRAIN: 565 P51 (42" BELOW GRADE) TYPICAL POST DETAIL COMP. PARALLEL TO GRAIN: 1,550 PSI deck12x18 -o er SHEAR PARALLEL TO GRAIN: 175 P51 MODULUS OF ELASTICITY: 1,600,000 P51 6. FOR DECKS WITH A FINISHED FLOOR LEVEL OF 30" OR EXTERIOR LUMBER SHALL BE PRESSURE TREATED. GREATER ABOVE AN EXTERIOR 5UKFACE, CONTRACTOR TO " PUBLISHED IN 2001 ND5 "DESIGN VALUES FOR PROVIDE NECESSARY KNEE BRACING AT ALL VERTICAL POSTS WOOD CONSTRUCTION" TO RESIST LATERAL LOADS AND FALL PROTECTION PER LOCAL CODE. 2. DE51GN LOA05: 7. CONTRACTOR TO PROVIDE M105PAN BLOCKING FOR ALL JOISTS PATIO DECK: LIVE LOAD = 40 P5F DEAD LOAD =10 P5F 10 FT OR GREATER IN LENGTH, PATIO ROOF: GROUND SNOW LOAD = 50 P5F DEAD LOAD = 5 P5F 8. FOR WIND UPLIFT LOADS LE55 THAN 900 L135 PER FOOTING USE LPC6 3. AUTHORIZED FOR BETTERLIVING DEALER USE ONLY. P05T CAP CONNECTOR ELSE USE CC3114 -6 POST CAP CONNECTOR OR BETTE 9. DRAWING SHOWS MINIMUM STRUCTURAL REQUIREMENTS 4. REQUIRED FOOTING DIAMETER: FOR DESIGN VALUES SHOWN, 18" DIAMETER FOOTING FOR 3,000 P5F 501L BEARING. 10. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS 5. FOOTING DESIGN ASSUMES: AND AS NECESSARY REPAIR AND /OR REPLACE ALL FOOTINGS SHALL EXTEND BELOW FROST LINE. MATERIALS AS REQUIRED TO RENDER THEM STRUCTURALLY CONCRETE 15 TO HAVE A MINIMUM COMPRESSIVE SOUND AND COMPLETE. STRENGTH OF 3,000 P51 AT 28 DAYS. 11. ENCLOSED DECK AREA: 132.0 5F 12. OPEN DECK AREA: 77.0 5F PROJECT: (,� I _ f _2°I DRAWN BY: CJJ 5TEYER 47 CIRCLE RD. DWG. NO.: Q I q �'X� V' DEC K ;. i� ,t i ' •" �'r'J �y� LAKE PEEKSKILL, NY 10537 deck12x18 -o er FRAMING FLAN 1 NTRACTOR : ETTERLIVING NEW YORK SCALE: 1/4" =1' -0" FOR 5TUD10 ENCL05URE, I rod ci 8 ' 91) �� • 80 ROUTE 6 DATE: 318106 AL WIN PLACE, NY 10505 N 2 "x8" TIMBER JOISTS 012 "oc NAILED TO DECKING ALONG 5/4 "x6" PT DECKING TOP EDGE _ XI CT!NG:HOUSE j 2 -2 "x8" TIMBER J015T5 NAILED 024" WITH 12d NAILS WITH LU528 2°x8" LEDGER WITH J015T 51MP50N JOIST HANGERS AT HANGERS SECURED TO THE HOUSE STRUCTURAL STUDS IN HOUSE W!TH 2-',/2"-x 5" FAGS WITH WA5HEKS Cwlb ic J T - 18' 2 -2 "x8" TIMBER JOISTS NAILED 024" WITH 12d NAILS WITH LU528 51MP50N J015T HANGERS AT THE HOUSE = ENCLOSED DECK NOTES: DECK FRAMING PLAN 6"x6" TIMBER P05T - (120" ABOVE GRADE) GRADE (TYPICAL) — CONCRETE FOOTER — ...,1. TIMBFR.DE5IGN 5TRE55" A55UPAE5: _ BENDING STRESS Fb: 1,200 P51 FROST LINE COMP. PEKP. TO GRAIN: 5651`51 (42" BELOW GRADE) COMP. PARALLEL TO GRAIN: 1,550 P51 SHEAR PARALLEL TO GRAIN: 175 P51 MODULUS OF ELASTICITY: 1,600,000 P51 EXTERIOR LUMBER SHALL BE PRESSURE TREATED. PUBLISHED IN 2001 ND5 "DESIGN VALUES FOR WOOD CONSTRUCTION" 2. DE51GN LOADS: PATIO DECK: LIVE LOAD = 40 P5F DEAD LOAD =10 P5F PATIO ROOF: GROUND SNOW LOAD = 50 P5F DEAD LOAD = 5 P5F 3. AUTHORIZED FOR BETTERLIVING DEALER USE ONLY. 4. REQUIRED FOOTING DIAMETER: 18" DIAMETER FOOTING FOR 3,000 P5F 501L BEARING. 5. FOOTING DE51GN A55UME5: FOOTINGS SHALL EXTEND BELOW FROST LINE. CONCRETE 15 TO HAVE A MINIMUM COMPRE551VE STRENGTH OF 3,000 PSI AT 28 DAYS. 3/4" TIMBERTECH PLY OVERLAY WITH VAPOR BARRIER 2 -2 "x8" TIMBER JOISTS NAILED 024" WITH 12d NAILS WITH LUS2 51MP50N JOIST HANGERS AT THE HOUSE 2 "x8" TIMBER JOISTS 016 "oc NAILED TO DECKING ALONG TOP EDGE 3 -2 "x8" TIMBER JOISTS NAILED @24" WITH 12d NAILS WITH J015T HANGERS CONCRETE FOOTINGS (SEE NOTES 4 & 5) 51MP50N P05TCAP( ) CONNECTOR (TYPICAL) 51/2" x 51/2" 51MP5ON CONNECTOR CBA66 (TYPICAL) 2 -5/8" x 6.5" BOLTS 4 -1/2" x41/2" ANCHOR 13OLT5 TYPICAL POST DETAIL 6. FOR DECKS WITH A FINISHED FLOOR LEVEL OF 30" OR GREATER ABOVE AN EXTERIOR SURFACE, CONTRACTOR TO PROVIDE NECESSARY KNEE BRACING AT ALL VERTICAL POSTS TO RESIST LATERAL LOADS AND FALL PROTECTION PER LOCAL CODE. 7. CONTRACTOR TO PROVIDE M105PAN BLOCKING FOR ALL JOISTS 10 FT OR GREATER IN LENGTH. 8. FOR WIND UPLIFT LOADS LE55 THAN 900 1-135 PER FOOTING USE LPC6 POST CAP CONNECTOR ELSE USE CC31146 POST CAP CONNECTOR OR BETTER. 9. DRAWING 5HOW5 MINIMUM STRUCTURAL REQUIREMENTS FOR DE51GN VALUES SHOWN. 10. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS AND AS NECESSARY REPAIR AND /OR REPLACE ALL MATERIALS AS REQUIRED TO RENDER THEM STRUCTURALLY SOUND AND COMPLETE. 11. ENCLOSED DECK AREA: 132.0 5F 12. OPEN DECK AREA: 77.0 5F OF J � PROJECT: DRAWN BY: CJJ 5TEYEK DWG. NO.: 47 CIRCLE RD. 129Xl 89 PECK LAKE PEEKSKILL, NY 10537 deck12x16- oteyer FRAMING pLA N NTRAGTOR: SCALE: 1 /4" =1' -0" ` ETTEKLIVING NEW YORK F0 STUDIO ENCL05U1�E1 gC 80 ROUTE 6 DATE: 3/8/06 S �� AL WIN PLACE, NY 10505 DIVI.�'iI'. '1 43F . 'iTIROMMM 3'AL 11 LTH %* -ICES o� 4 E'Wrpt� PROPOSAL FOR SEWAGE DISPOSAL SYSTEK REPAIR L eyes OWNER'S NAME iI � PHONE _6 ,/_� SITE LOCATION �-�=l �C C / �� �l `O �1 �� • we. - � ' MAIIJM 1 DDRESS .111-2 C") a x / 3' Z '4-/ OE�i� /Gig A) y l o (T-J'7 PERSON INTERVIEWED , </ KHD Camplaint 1 Name & Relationship (i.e, owner,tenant, etc.) DATE /2-pro-0 TYPE FACILITY PROPOSED ATALLM PHONE REGISTRATION #_ Pr .,;(include sketch locating all adjacent wells): NOTE: Re' "pair must be in same location and of same type as original sewage disposal system. Different''location may require submittal of proposal from licensed professional engineer or registered architect. s2 X � d.,4 M r . ,_.,. ca +m .,: ..n �. ..... �¢ ^..� -.. -r ._ ..� .. _. ... .-es.. A•'a o. ..,...a r.. °•r.• .'o.G-� W- ... .. , _ .. Proposal approved Proposal Disapproved with the •S Pate 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name. b. Site Street Name, Town and Tax Map number. c. Location of installed canponents tied to two fixed points (e.g.,house corners). -d. - System- descr -ipt on- _(e.g.. -, -- -1250 - gal..- - concrete septic_- tank, three precast 6' diam. x 6' deep drywells surrounded by one foot + gravel). e. Installer's name and number. 3. System repair to be performed in accordance with the above proposal and conditions. I, as owner, or r ported agent of owner agree to the above conditions. SIGNATURE TITLE ATE f111 A00a xPMEE: Write (EM); YeUcw (fin BI); Pink (Appliamt) r"T 7 L -F, t f O"OG-11 Pt (-k 2_ 0' j HEKLA CONSTRUCTION INC. F S Full Service lExcavation • Site work • Trucking,; Septic �SysZms Specialist • sewer Look-Up c Top S i Soil • Fill T Gravel • Blacktop. •- Demolition New Yo 246 Buckshollow' Road Mahopac, York 105411 Yo w '�D , g (914) 628-5738 (914) 628-5066 Sr�! Plowing 0 -J'60 Al QYG r4wx - :rgwrl' C_ xe -Z Ar# z Ile Ll 0 11 b (5) U o it -C 'it 1B_ fe M C/ z C) n 0 3) z dl' iD ro 00 ro C0 C/ z C)