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1132 Beach Ave. RES18-0367 dwgs6Y /�-- I I5V5 EM�THIE, ,A AI-- 1I- �-',/,/-- / 18" FLR S�STE`M / 01q1 BRRC 8,x.1 )-) r / ---J t'- / I' _ — 14" D_EG_K_FLR. _ _ 1 ,I — — SYSTEM_ TH15 AREA J L40i234—AF-F-- a 1-BR6-BL4-4.�--J J------- -- P --------------I CL 1—/ 8,-----a-----JJ 2nd. FLOOR GOVERAOE PLAN I 18" FLR. SYSTEM 1 THIS AREA 10'63/4" A.F.F. (Q' BR6. BLWJ —� r I 14" DEGKFLR. _ 3rd. FLOOR GOYERACE PLAN ROOF VENT GALGULATION: 2520 S.F. TOTAL RF. AREA DIV. BY 500 - T-7 (TOTAL S.F. OF VENTI NO NEEDED DIV. B1' 2 = 5.c,i S.F. OF RI DO E VENTS NEEDED DIV. E3"r 1.5 = 2.6 OR (3) - 6 OFF-RIDOE VENTS ROOF PLAN 5GALE: 1/4 - 1'-0 COMMUNITY DEVELOPMENT DENIED ROOF PLAN NOTES 1. All trusses shall be designed and certified by truss manufacturer's registered engineer. 2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE FABRICATION. 3. All roof pitches are to be set as indicated on plans and elevations. 4. Top plate heights vary. See building sections, wall sections, and elevations for bearing heights. 5. Truss spacing shall be 24" o.c. unless otherwise noted. Conventional framing shall be 16" o.c. or as otherwise noted. 6. Overhangs will vary. See roof plan and exterior elevations. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Roof Plan Scale: AS NOTED z S z t z f a a S S C C C a C L C V t C C 3 C E E C U N 17 V) coco Q) a� a a m 0 E 0 0 V) V) E 3 1 ) 7 L 7 s 0 N O� N W w w n o > o W Q J Q W U 11 ^ m W m O VJ U C�� U Q W J Q _ w I— < V4,FIV-4 drawn. date A . - 1 2018 .. ► ./ W4 1i Sheet no. 2 2nd. Floor Layout —TO SWITCH DOWN5TAIR5 —� ✓ . _-- TO GARAGE COACH LIGHTS 1st. Floor Layout NOTES: Q ALL 120 VOLT, S I NC LE PHASE, 15 AND 20 AMP BRANGH G I RGU I TS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REGREATION ROOMS, GLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTEGTED BY A LISTED COMBINATION TYPE ARG -FAULT G I RGU I T INTERRUPTER (AFC,I) INSTALLED TO PROVIDE PROTECTION OF THE BRANGH G I RGU I T. Z ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE REGEPTAGLES INSTALLED N BATHROOMS, GARAGES, BOATHOUSES, AND GRADE -LEVEL PORTIONS OF UNFINISHED AGGESSORY BU I LD I NGS USED FOR STORAGE OR WORK AREAS, OUTDOOR REGEPTAGLES (MIN. ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT GONDENSER UNIT), AT OR BELOW GRADE GRAWL SPAGES, UNFINISHED BASEMENTS, KITCHEN GOUNTERTOP SURFAGES, OUTLETS WITHIN 6 FEET OF LAUNDRY, UTILITY, OR NET BAR SINKS, BALCONY, DECK, OR PORCH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND -FAULT G I RGU I T INTERRUPTER (GFCI) PROTEGTION FOR PERSONNEL. I ALL ELEGTRIGAL WIRING TO BE IN AGGORDANGE WITH ARTI GLE 200 OF NFPA rt0A 4J ELEGTRIGAL INSTALLATION TO MEET THE REOU I REMENTS OF GURRENT NEG. 100% OF INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES USE GFULED LAMPS. ALL REGESSED LIGHTS TO BE LED. EXCEPTION: LOW VOLTAGE LIGHTING SHALL NOT BE REOU I RED TO UTILIZE HIGH -EFF I G I ENCY LAMPS. R404.1.1 LIGHTING EOU I PMENT (MANDATORY). FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS ALL SMOKE DETEGTORS ARE TO BE HARD W I RED AND I NTERGONNEGTED. ELEGTRIGAL LEGEND 0 NOTE5: PC ® ®3 � � Geiling Mounted Light Pull Ghain Light Recessed Light Wall Mounted Light Wall Wash Recessed Duplex Receptacle 220 V Receptacle I/2 hot, I/2 switched Water Proof Receptacle Electrical Panel Floor Receptacle Pre -Wire for Gig. Fan �CrtFI Ground Fault Interrupt $ Wall Switch -Way Switch �o Dimmer Switch H Telephone Jack H Gable Jack ® Pre -Wire Garage Door Opener�_ _ Fluorescent Light ® Ffl L= M Q S.D. &CO �� ,\S.D.OVER \ �\ • + Ghime Door Bell/Dara Door Switch ge Disconnect Switch Electrical Meter Smoke Detector Smoke/Garton Monoxide Detector Ceiling Fan HaII Sconce Chandelier b IC DO 4 O dQ o Inter Spot Flush N�unt Fluorescent Light g FarA-Iot Gombination 6arbat Disposal Motor Speak 5peaoA Box Track thg Theatri+ai Strip I. Owner to verify exact location of floor outlets In field. 2. Location of fixtures and/or outlets are suggested locations and meet most local code requirements. Additions or adjustments may be made between Owner and Builder In the field. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Electrical Fixture Layout Scale: 1/4 0 L m E D E 0 0 0 C: a � x U Oi .. Q9 Oa vi � o� Q0 -:S pip � � Q 0 0 61 � S � a � � © k -u s2 (� o > (/� QS C - 6 1 O _ \ 0 0 n 0 a L O 0 V) 0 3 E 0 L O a E T 0 a U 0 .a 0 U N O O C U L W C 0 13� N O N r� w w � Q 0 Q z o > p w Q _J 0 V J LL. z W U o !Z m W m o 0 `+ �_ U (n r- F- U 0 HT1 Q j�•T��� v Q I— Q L L T Q. O U L 0 0 U) L T a 0 s drawn by J.M.B. date APRIL 30, 2018 job no. 19-106 LR Sheet no. It — — — — — — — I I I I I I -------------------------- I I I I I I I I I IY�I I �! I TO SWITH DOWNST�IR� I I I I I II 0 II II II 220 II II II ��____ I I I I I I I I I I I I I I I I I I I I I I I I I I I ❑ 3rd. Floor Layout - - - - - - - d 13 NOTES: U ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANGH G I RGU I TS SUPPLYING OUTLETS INSTALLED IN DWELL I NCC UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REGREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTEGTED BY A LISTED COMBINATION TYPE ARG -FAULT G I RGU I T INTERRUPTER (AFG I) INSTALLED TO PROVIDE PROTEGTI ON OF THE BRANCH G I RGU I T. 2) ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE REGEPTAGLES INSTALLED N BATHROOMS, GARAGES, BOATHOUSES, AND GRADE -LEVEL PORTIONS OF UNFINISHED AGGESSORY BU I LD I NGS USED FOR STORAGE OR WORK AREAS, OUTDOOR REGEPTAGLES (MIN. ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT CONDENSER UNIT), AT OR BELOW GRADE GRAWL SPAGES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFAGES, OUTLETS W 1 TH I N 6 FEET OF LAUNDRY, UTILITY, OR NET BAR SINKS, BALCONY, DECK, OR PORGH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND -FAULT G I RGU I T INTERRUPTER (GFCI) PROTECTION FOR PERSONNEL. 5) ALL ELEGTR I GAL W 1 Ri NG TO BE IN AGGORDANGE WITH ARTI GLE 200 OF NFPA -10A 4J ELEGTRIGAL INSTALLATION TO MEET THE REQUIREMENTS OF GURRENT NEG. 100 OF INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES USE GFULED LAMPS. ALL REGESSED LIGHTS TO BE LED. EXGEPTION: LOW VOLTAGE LIGHTING SHALL NOT BE REQU I RED TO UTILIZE HIGH -EFF I G I ENGY LAMPS. 8404.1.1 LIGHTING EGO I PMENT (MANDATORY) . FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE GONT I NUOUSLY BURNING PILOT LIGHTS. ALL SMOKE DETEGTORS ARE TO BE HARD HIRED AND I NTERGONNEGTED. ELEC TRI CAL LEC END revisions M ca - 0 NOTE5: -(- 1' Gelling Mounted Light � Electrical Panel ® Chime 9 0 PC Pull Ghain Light O Floor Receptacle I fl L.0 Door Bell/Garage Door Switch K IC Intercom I. Owner to verify exact location of floor outlets in field. qJ Pre -Wire for Gig. Fan Disconnect Switch Spot Light 2. Location of fixtures and/or outlets are suggested ® Recessed Light =@6Fi Ground Fault Interrupt ® Electrical Meter o locations and meet most local code requirements. 1-0 Wall Mounted Light 6 Wall Switch Q S.D. Smoke Detector Flush Mount lIuorescent Light gh Additions or adjustments may be made between Owner and Builder in the field. ® Wall Wash Recessed 6 3 -Way Switch ®CO S p Detector rbon Monoxide O� Fan/Light GoMbination WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE 3 6o Dimmer Switch \ ? 4 Garbage Disposal Motor DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions Duplex Receptacle N Telephone .lack �\ Gelling Fan O Speaker of the job. =�n 220 V Receptacle 1/2 hot, 112 switchedPre-Wire H ® Gable Jack Garage Door Opener �_ Wall Sconce o Junction Box Electrical Fixture Layout -::@w Water Proof Receptacle _ Fluorescent Light W V) Chandelier Track Lighting Theatrical Strip p Scale: 1/4"=1'-0" E L a revisions M ca - 0 c E a E 9 0 0 O V \ SX E L a ca - 0 c U L 3 � 9 O L \ SX O qJ C kA N a o O _zS C a X 0� w c a V) �QD 3 ♦ Q ? .� L N S QD 10 - N LL- a o WW C) CS o _\ V Q W V) Z C� C p j N V) U W Q J C p -J LL_ 21) 0 z W v Q a Q � m U Q a � L a W OD 0 O U 0 D 3 o � a E rTl J Q W L 0 < Q 0 .T L W a E O U a L C a a 0 U a drawn by date APRIL 30, 2018 job no. 19-106 Sheet no. T C L ca - 0 U N O O C N a O C a 0� w c a V) � N O N LL- N o WW W Q W V) Z C� z p j W Q J C p -J LL_ 21) z W v Q a Q � m U Q a � W OD O U o � a U rTl J Q W < Q .T O U L a a a T C O drawn by date APRIL 30, 2018 job no. 19-106 Sheet no. T C L I WRAP WRB INTO OPENING WINDOW INSTALLATION (METHOD A-1) (ASTM E 2112-01) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION, FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. CUT 0 SEAL THE WINDOW FRAME To OS JAMB PLASHING s OPENING. APPLY A 91�• NOM. APPLY DONT. SEAL TO ITE MOUNTING O IN HATER SHEMIN& FASHION, Q" I DIA, TO THE BACKSIDE FLANM5 AT THE TOP (HEAD) AND STARTING AT THE BASE OF (INTERIOR) OF THE WINDOW SIDES (JAMBS) OF WINDOW. EXTEND ® THE WALL 6 WORKING TOWARDS 40 FLANGE, IN LINE WITH ANY SEALANT AT JAMBS 8)4" ABOVE THE TOP, INSTALL THE WRB PRE-PUNGI•flW HOLES OR SLOTS. THE RA. AT DEAD. EKW JAMB TO THE FAGS OF THE FLASHING INTO SEALANT AND SHEATHING. FASTEN IN PLACE. (FLASHINe 6OE5 OVER SEALANT). ® APPLY SILL FLASHING 2 X WALL PER PLAN WEATHER RESISTANTSECA)RE A HEAD BACKANT AFLANGE d SET WINDOW U51N9 BARRIER W.R.B. I OPAN ADSGRB"ISTTO WEATHER RESISTANT 7/16" APA RATED SHEATHING I ( ) I W -FACILITATE INSPECTION BARRIER (W.R.B.) SEE STRUCTURAL ENGINEERING f I FA5HING AT HEAD ® APPLY BEAD OF SEALANT AT EXTENIP 11 BEYOND 51DE JAMBS. EXTEND ei' PAPER BACKED I EXTERIOR SHEATHING TO BE STUCCO LATHE I O �JAMBFLASHIN6 5 APRYeEAo SEALANT 2 X WALL PER PLAN I O O PAPER BACKED WRs �� WRB WRs STUCCO LATHE FLUSH WITH THE EDGE OF THE I OtiEAD PLASFfIN6 ® AT HEAD FOUNDATION, 1/4" GAP BETWEEN 7/8' STUCCO REMOVE BOTTOM MODIFIED "I" TEMPORARLY TAPE UP TOP FLAP ,� FLBOTTOM I , Or- TME PREVIOUSLY APPLIED / INSTALL VULKUM AT THRESHHOLD � Q APPLY HEAD FLASHING FOUNDATION AND SHEATHING i 3 COAT SYSTEM WRB FLAP CUTIN WRB 7/16" APA RATED SHEATHING 3/8" STUCCO SCRATCH COAT PER MFR. INSTRUCTIONS. SEALOVER NT SEALANT). eoES LAY SEE STRUCTURAL ENGINEERING 3/8" STUCCO BROWN COAT t :' FOUNDATION WEEP INSTALL DOOR, SHIM DOOR TO LEVEL, SEALANT g OVER SEALANT). EXTEND TAPE,®Y TSHINS.D HEAD FLASPNNe BEYOND FLAT OVER WAD FLASHING. SILL PLATE I PLUMB AND SQUARE DOOR IN OPENING. I EACH JAMB PLA51iINe. APPLY NEW SHEATHIPI6 TAPE SCREED W/ SPRING q MOTAR PER MFR. SPEC. FLANGE O s \ I FASTEN IN PLACE. OVER DIAGONAL CUT -SEE I DIAGRAM. I'. d\ 6 I NOTE. STEPS 4 AND 6 ARE EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE — NOTRrxaulR�wHENusING FOUNDATION, 1 /4" GAP BETWEEN = WRB WRs wRe C5 1AMS >-I ASHIN6 I I SEX -A NG FLasH1Ns A I e a Q ° ° "" EXTEND JAMB FLASHING � I FOUNDATION AND SHEATHING SYNTHETIC STONE VENEER °a a �° NO;a�TE FOUNDATION PER JAMB FLASHING 61Y J ° ;d a TUC_K TOP OF a z_ STRUCTURAL ENGINEER ABOVE EMNGARTH -AD, SILL PLATE IAMB FLASHINe SEALANT UNDER THIE FLAP FOUNDATION WEEP SCREED Or- HIR5 AT THE! W/ SPRING FLANGE FIN. GRADEHEAD. WE SILL FLASHINe 3 SEALAJaT AD a 4 A- — — — SHIM AND ADJJST WINDOW TO ACHIEVE SQUARE, O PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER BEHIND Ne O s WINDOW MANUFACTURER SPEGIFIGATIOPs. FIN. GRADE WEATHER RESISTANT I-111_1 11= • .° I I III -11 I_I I I=I I I l� I 1 —I 1_111 III III III—III— 7 i III III— • III I I1=111-' WRs WRs wRe q ' 6ARRIER (wRa) />•_� AT A 45 DEGREE ANGLE, CAREFULLY CUT THE a FLA5H11' — — - III= - BARRIER ON A DIASONAL. 60MY RAISE THE -III III— — FOUNDATION PER APPLY JAMB FLASHING TO BOTH SIDES APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL i TOP EDGE OF THE BARRIER IF AND TAPE THE I— TOP CORNERS AND CENTER TO THE EXTERIOR —III —III STRUCTURAL ENGINEER OF DOOR FROM DOOR FRAME TO WRB, BEYOND DOOR ROUGH OPENING. CUT IN WRB WITH SHEATHING TAPE. i P RB SURFACE ABOVE. �''D BETr W II III— °� EXTENDING 8 1/2" ABOVE DOOR ROUGH FLANeE III— � I I 111= FLas►xNG AND MourmNs OPENING. INTERIOR VIEW =1 I I—III 1=1 I I—III—III—III—III, , I I TOP LEFT cowNER of wlNvow NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J—ROLLER. NOTE: ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J—ROLLER. STONE VENEER FLASHING FOUNDATION WEEP SCREED SCALE: N.T.S. EXTERIOR DOOR FLASHING SCALE: N.T.S. WINDOW FLASHING "METHOD A-1" SCALE: N.T.S. EXTERIOR WALL SHEATHING HIND SEE I PER SPEC. ELEV. (WRB) WEATHER RESISTANT BARRIER �-------� WEATHER RESISTANT BARRIER METAL SPARK STUCCO LATHE Q ARRESTOR i (2) #8X1" SCREWS O THE EACH SIDE OF 5X5 FLASHING. - N FIBERGLASS O EACH CORNER 5HINGLE5 2„ 5 3 GOAT STUCCO SYSTEM 1 PER SPEC. 10 1 I � \ � (I6 TOTAL) 5X5 FLA5HING W/ KICK -OUT TO SHED WATER AWAY FROM HOUSE Ip' -p" EXTERIOR FINISH 2X4 PINE W/ KICK OUT GUT AND FOLD 5X5 FLA5HfNG II PER PLAN ALUM WRAP BRG. HT. PER PLAN WRB OVERLAPS THE 5X5 FLASHING / TO FORM KICK -OUT AS TO SHED ROOF SHEATHING I WATER AWAY FROM THE HOUSE. 2X4 #2 5PF _ 5116" HARD] PANEL 3 PLY GORNER5 2X6 FASCIA W/ ALUMINUM WRAP ® Z W/ 8d. NAILS 6"A6" O.G. OVER HOUSE SE SEE CRICKET HRAP (WRf3) HOLD BACK FASCIA METAL DRIP EDGE ELEV. I I AS REG'D. QE AND DRIP EDGE 2" 3 GOAT STUCCO FROM FACE OF WALL �— 12" i i SYSTEM OVER -7/16' APA RATED FIBERGLASS SHINGLES +12" I ____-GABLE END SHEATHING W/ 8d. 2X6 #2 SPF PER. SPEC. i i TRU55 NAILS 6"/12" O.G. I \I OVER HOUSE 2X6 FASCIA W/ ALUMINUM WRAP � �_BRG. HT. PER PLAN � �� +O WRAP (WRB) I I I I OUTSIDE FACE 5X5 FLA5HIN6 16 CHIMNEY HEIGHT REQUIREMENTS CHIMNEY FLUE OF EXTERIOR u1 +I6" W/ KICK -OUT 2 J METAL DRIP EDGE TO SHED WATER CHIMNEYS SHALL EXTEND AT LEAST 2 FEET WALL HIG2X4 #2 SPFHER THAN ANY PORTION OF A BUILDING I I WITHIN 10 FEET, BUT SHALL NOT BE LE55 THAN 2X4 #2 SPF i I VALLEY FLASHING 2X6 FASCIA W/ ►'-4" 1'-4" I'-4" 3 FEET ABOVE THE HIGHEST POINT WHERE 3 PLY CORNERS ALUMINUM WRAP THE CHIMNEY PASSES THROUGH THE ROOF. 4 16" O.G. O I 5X5 FLASHING UNDER 0� 2' 8" HOUSE WRAP (WRB) EXTERIOR FINISH 00 5X5 FLASHING CHIMNEY $ CRICKET PER PLAN UNDER HOUSE OUTSIDE FACE ----'-'EXTERIOR FINISH PER PLAN WRAP (WRB) I i M5TA18 W/14 IOd. NAILS OF EXTERIOR WALL ® EACH CORNER TO BLOCKING I (2) 2X 5YP BLOCKING W/4 .131X3" NAILS EACH END WALL AND ROOF INTERSECTION FLASHING ROOF FLASHING METAL DRIP EDGE 0 2 GA. GALVANIZED (NOT TO SCALE) ODRIP EDGE FLASHING: DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL EXTEND 1/4" BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2". DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 2" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I OR TYPE II, OR ASTM D 4869, TYPE I OR TYPE II. THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION, STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTAL. UNDERLAYMENT SHALL OVERLAP A MINIMUM OF 19" AND BE MECHANICALLY FASTENED AT 36" O.C. MAXIMUM. SCALE: N.T.S. SCALE: N.T.S. GABLE HIP RETURN FLASHING OVALLEY FLASHING: VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY LINING SHALL BE AT LEAST 24" WIDE AND OF ANY OF THE CORROSION—RESISTANT METALS IN TABLE R903.1 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, COMPLYING WITH ASTM D 249, SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18" AND THE TOP LAYER A MINIMUM OF 36" WIDE. 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 224 TYPE II OR TYPE III AND AT LEAST 36" WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED. SPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D 1970 MAY BE USED IN LIEU OF THE LINING MATERIAL. OR THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT 36" C.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE RIDGE. 4O HIP FLASHING: THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDING FASHION. AT THE HIP LINE FOLD THE UNDERLAYMENT OVER THE HIP AND MECHANICALLY FASTEN, AT 36" O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. SCALE: N.T.S. OCRICKETS AND SADDLES FLASHING: CHIMNEY FRAMING & FLASHING 1 A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON THE MAIN ROOF. 5 X 5 ANGLE FLASHING O26 GA. GALVANIZED (NOT TO SCALE) OBASE AND COUNTER FLASHING: BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR A CONTINUOUS METAL "L" FLASHING SHALL BE SET IN APPROVED FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6" ON CENTER WITH APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4" FULLY SEALED IN APPROVED FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION OF ROOF TO ENSURE WATER—SHEADING CAPABILITIES OF ALL METAL LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP THE HORIZONTAL FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. BASE FLASHING SHALL BE OF EITHER CORRISION—RESISTANT METAL PROVIDED IN SECTION R905.2.8.1 OR MINERAL SURFACE ROOL ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. COUNTER FLASHING SHALL BE CORROSION—RESISTANT METAL WITH A MINIMUM THICKNESS PROVIDED IN TABLE 903.1. SCALE: N.T.S. a revisions L m U E i E 0 C O a co 4--) E w D- AN a O U i 0 a 0 4--) `9 C y O Q5 n pa vi `o � w oIcs S� N O O cs 0 a W Ld LLJ Q ll Zrr11 ( ] z a ll 0 1� Ld (' o Q n Q A F� T D Z U " Q J Q U �•L� m v n w � 55 n N m ll U HT1 Q T ll Q v Q r i J D U n 7 s S )_ [-V/l ��l S u 7 7 u T 9 3 5 0 a O U N 0 0 0 C y O n `o � w n c� N O N W Ld LLJ Q ll Zrr11 ( ] z C_ ll 0 1� Ld Q n Q D Z U " Q J Q U �•L� m n w � VJ N m U HT1 Q Q Q r i s )_ [-V/l ��l drawn by J.M.B. date APRIL 30, 2018 job no. 19-106 Sheet no. Fl