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416 Elliott Ave 16-2988 Plans (a)
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO T O XC E D EE R EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL FIFTH EDITION, SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10. 1, WIND SPEED - 139 MPH ULTIMATE WIND SPEED (VUIU AND 108 MPH (Veed) 2. RISK CATEGORY 2 CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE - CATEGORY G 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 RESIDENTIAL DESIGN INC 68 GRAHAM AVENUE OVIEDO, FLORIDA 32765 407-365-1125 c .>11 — Ok to construct new single family home g Y as � o shown on plan. Meets area and dimension z s — regulations for SR1-AA zoning district. "- 0 0� o�� o 0 0 0 0 0 o d 0 0 0 0 0 0 0 0 0 Ewa D�,a Eoa Eoa Eoa Eoa Eoi Eoa Eoa Eoa Eoa Eoa Eoa Eoa Eoa Eoa Eoa E0, 7E1,a Eoa Eoa Doa Eoa 0 0 0 0 0 0 0 0 E D EQ EQ Ea EQ EQ Ea EQ EQ E_ � a Ewa Eoa DQa Eoa Doa Ewa Eoa Eoa Eoa oa oa o 0 0 0 0 � o � oa Doa E�,a 0 0 0 0 0 0 0 70, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E , E a E d E a E a E a E a Eoa ED Doa Eoa Doa Eoa Doa Doa Eoa Eoa Eoa Eoa Eoa Eoa Eoa 0 0 � � � � o D .s �- D.S. ,HAL, LICENSED PROFESSIONAL ENGINEER 624 DOUGLAS AVE. SUITE 1418 ALTAMONTE SPRINGS FLORIDA 32714 (407)227-7368 PE 79118 V 511:)F5 C) J<,60c) LC) W V F_____W 4116 E 10TT 1-, A H F-+ p O ►-1 ►4 w ORD F ORIDA Rl-(" )1�I) COPY 0 0 INDEXDRAWINGSA3��3fi�Eul,��'101�15 REFERENCEREFERENCE S'�1„I'�30L.8of A.B. Anchor Bolt Lay. Lavatory Req'd. Required D.V. Dryer Vent Abv. Above D.W. Dishwasher L.F. Linear Ft. Rm. Room ARCHITECTURAL ELECTRICAL A/C Air -Conditioner Ea. Each L.T. Laundry Tub Rnd. Round 2x FRAME WALL T Mas. Mason R/SH Rod and Shelf Add. Adjustable E.W. .Each Way �' SD. Smoke Detector Al COVER /INDEX SHEET E1 ELECTRICAL PLAN A.F.F. Above Finished Floor Elec. Electrical Max Maximum 2x FRAME WALL WITH INSULATION S.F. Square Ft. A2 SITE PLAN A.H.U. Air Handler Unit Elev. Elevation M.C. Medicine Cabinet Sh. Shelves ALT. Alternate t Exterior Mfgr. Manufacturer 2x BEARING WALL WITH A3 FLOOR PLAN Ext. SHT Sheet B.C. Base Cabinet i Micro. Microwave STUDS AT 16" O.C. A4 ELEVATIONS .Exp. Expansion S.L. Side Lights B.F. Bifold Door Min Minimum F.B.C. Florida Bldg. Code S.P.F. . Spruce Pine Fir CONCRETE BLOCK WALL AS ELEVATION &BLDG, SECTION Bk h Book Shelf M.L. Microlam B S Fin. Fir. Finished Floor S Square, A6 ROOF PLA STRUCTURAL Beam Mir. Mirror q N Bm. a F.G. Fixed Glass S.Y.P. Southern Yellow Pine 0AI M n Monolithic A7 WALL &BLDG. SECTIONS BOT. Bottom o o.Fir.. Floor Temp. Tempered zeeo DOOR DESIGNATION B.P. Bypass door N.T.S. Not to Scale A8 WALL &BLDG. SECTIONS Fdn. Foundation Thik n. Thicken S1 FOUNDATION PLANBr . Bearin Opn g. Opening g g Fir. S s. Floor S stem T.O.B. Top of Block (2) 2660 ARCH F.G. WINDOW DESIGNATION 2 PLAN Y Y S LINTEL Cir. Circle Opt. Optional .. F.PI. Fireplace T.O.M. Top of Masonry8 8 Ceiling Pc. Piece Clg. C g Fa f Masonry T .P. To of Plate DETAIL LETTER S3 TRUSS FRAMING PLAN � 1 6 - 29 F.O.M. Face O my T.O.P. p CJ Control Joint Ped. Pedestal Ft. - Foot /Feet Trans. Transom WindowS4 STRUCTURAL DETAILS REVIEWED R coaE COMPLIANCE Col. Column P.L. Parallam �15 BUILDING SECTION TAG Ftg. Footing Typ. Typical Comp. A/C Compressor PLF Pounds per linear foot ,q_g SS STRUCTURAL DETAILS P Ns EXAMINER p . FX Fixed UCL Under Cabinet Lighting C.T. Ceramic Tile Pit. Ht. Plate Height STET NUMBER Galt'. Galvanized f U.N.O. Unless Noted Otherwise tZ- ^ 1 D Dryer General Contractor Pit Sh. Plant Shelf VB Vanity Base DETAIL LETTER DATA Dec. Decorative G.C. PSF Pounds per square foot �'(�E G.F.I.Ground Fault Interrupter Vert. Vertical DETAIL KEY Ded. Dedicated Outlet P.T. Pressure Treated G.T. Girder Truss V.L. Versalam ,4-9 Double Pwd. Powder Room DRAWN �Y, Dbl. SHEET NUMBER iANFQRD UILDtNG DIVISION �,5, Hdr. Header VTR Vent. through Roof Dia. Diameter Rad. Radius H t. Height W Washer A PERMIT ISSUED ALL BE E D WITH THE WORK AND NOT AS NSTRUED TO BE A ' Disposal g g Disp. p Ref. Refrigerator DETAIL. LETTER �He=�K�c �,-, HB Hose Bibb , W/ With LICENSE TO PRoc . Re d. Required AUTHORITY TO VI TE, CANCEL; ALTER. OR SET Dist. Distance Reqd. ASIDE ANY OF THE ROVISIONS OF THE TECHNICAL Int. Interior W/C Water Closet Drawer Stack Rm. Room BUILDING ELEVATION TAG DATE: D.S. K/Wall Kneewall W.A. Wedge Anchor A _pJ CODES, NOR SHALL SUANCE OF A PERMIT PREVENT �t THE BUILDING FICIAL FROM THEREAFTER v 10-28-16 K.S. Knee Space Wd Wood SHEET NUMBER REQUIRING A CO ECTION OF ERRORS IN PLANS, CONSTRUCTION R VIOLATIONS OF THIS CODE z JOS Na. Laun. Laundry WP Water Proof A T COMPAC ION TEST REQUIRED � Results to be Verifies' 06 N at ;Slab Inspection 1s c� 8 0 W C7 'tom: \ I I III � I I I::��' •:. ,:'. •�:•. ••:.• :::. •:...;•; �,:�•.. ;_:. - :•... ..; ......... .. / I I � /' I I / vlull Y lin 11 ` N DRAWN BY: GIs, CHECKED BY, DATE, 10-28-16 JOB NO, A W O _ I I =Ym2N 2868 BARN DOOR v'0 COND. 669 5068 51 -PASS ;;;t N '"MJ-R 1J a-0CLG./ _Q W N ° I ACCESS BATH o W = w HALL WINECEILING - _ - w CELLAR _ ° e ° o e ° _ ° o _ :LINE `9 Q � Dp00 3 7-a ° ° ° o o 2._8.. .. 5�_O�� a._8..X 41-011 - _° ° Q 11 - - VAULTED CLG.NIC in$ELF- 0 . ° ° ° ° 12"x12XSx3.DECO CLOSING ENTRY PORCH - ~ 7 ° ° ° ° �� ,�,,r, T _=MP D 8 12 -4 4 51-811 _ 8 3'-6 A ° ° Q e ° HDED AREA At GREAT ROOM t E TRY ° e ° 11r 1ff - 2 60 FIX D -C-4\O O _ HB ENOTES 8L0 ED CEILING 0 3:12 PITCH 'd °6 o o = o l a o 3c55 FI ED ° -� ° ° H 1 '-O" FROSTED TEMPERED Gs ASS O u) . SHADED AREA At SHOWS 6'4' HIGH ON AND BE—ONDl DENOTES FLAT CEILING F AME 36 �� _ HIGH WALL � ° ° ° ° • ° DOWN TO 12'-0" A.F,F, ,4 Q 40 G L. UTILITY ° ° ° ° ° ,45 WATER SINK 3 ,4 3 -4 1-O 6 -O WTR. HTR. ° ° GARAGE NOTES: (PER 2014 FBG R-302.5) ON tl ER SOFTENER ° ° m o e ° _ `t I. THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE O 8 22'-0" 8� Q AND ITS ATTIC AREA BY NOT LESS THAN 1/2 GYPSUM WALL TEMPERED GLASS NOT REQUIRIED BOARD APPLIED TO THE GARAGE SIDE. (l) k1SER PER R308.4.5 CMU COLUMN 2, GARAGxE$ BENEATH HABITABLE ROOMS SHALL BE SEPERATED - - - - - = - - - - - - - - -- - - - - - - - (TYP.) FROM ALL HABITABLE ROOMS A OV Y B E B NOT LESS THAN 5/8 TYPE X GYPSUM BOARD OR EQUIVALENT. 3. OPENINGS FROM A PRIVATE GARAGE I FINISH R E INTO A ROOM SALT-ROGK Q N SHA IN PG LL NOT B PERMITTED. OT AT ENTRY ORCH USED FOR SLEEPING E PER ED HER OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH .Q (X „ �� SOLID WOOD DOORS NOT LESS THAN 1 3/8 THICK, SOLID OR O 11-0 2 -8 8 -O' 21 -all 16'-O" 1- " 2 8 Q HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 THICK, OR d = c�= d 0 p N _ p/ O _ m 20 -MINUTE FIRE RATED DOORS, EQUIPED WITH SELF-CLOSING DEVICE. Q 2 C�4R C�,4�',4�� x , � � ° r U 8 -O G. � _ U Uo N 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR BR °a - p C1 Q O (L CEILINGS SEPERAtING THE DWELLING FROM THE GARAGE SHALL Q AN D D00 DESIGN �. D� PRESSURE i 1- AND DOOR A REA (SQ. FTJ i N 3URE LESS THAN NOTE: THIS STRUCTURE tRUCTURE HAS BEEN DESIGNED t0 MEET OR EXCEED _39.6 PSF GREATER THAN 20 S.F. AND UP TO 50 S.F. THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING GREATER THAN 5O S.F. AND UP TO 100 S.F. .� a X w-- Q CODE RESIDENTIAL FIFTH EDITION, SECTION 8301 DESIGN CRITERIA AND THAN 100 S.F. AND UP TO 500 S,F, -30.8 PSF INCLUDING ASCE 7-10. 18 FLuLu CL 3: 1. WIND SPEED 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 M e PH lv a d) -4 14 -8 3i -4 2. RISK CATEGORY 2 CONSTRUCTION TY ST R ON PE ■ SINGLE FAMILY RESIDENCE (v) , u' u 2'-11" 21-1111 2 -IV2 ' _ n 12 5�b ,- „ ,- „ „ 9 3 11/16 6 O 9 -3 II/16 3. WI ■ ND EXPOSURE CATEGORY C o 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS _ N 0 o O °� 1 1 3 -O 3'-0 3 " .18 AND HEIGHT < EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 NDIGATE LED INDICATES FILLED (4) EACH E 2868 t E PERED �� �� 6 x 6 POST 2x8 AFTERS TO BE LAYED OUT SO �� �� 6 x 6 Pas THA METAL FLUE (FROM FIREPLACE �� �� , CELL w/ (1) *5 2820 OP RABLE S SH o BOT OM I 6 x 6 POST VERTICAL (TYP.) _ HD. ' 6 8 �� THROUGH ROOF) FALLS BETWEEN RESIDENTIAL DESIGN, INC. - �p RAF ERS _ - m 68 GRAHAM AVENUE ° OVIEDO, FLORIDA 32765 _ I I =Ym2N 2868 BARN DOOR v'0 COND. 669 5068 51 -PASS ;;;t N '"MJ-R 1J a-0CLG./ _Q W N ° I ACCESS BATH o W = w HALL WINECEILING - _ - w CELLAR _ ° e ° o e ° _ ° o _ :LINE `9 Q � Dp00 3 7-a ° ° ° o o 2._8.. .. 5�_O�� a._8..X 41-011 - _° ° Q 11 - - VAULTED CLG.NIC in$ELF- 0 . ° ° ° ° 12"x12XSx3.DECO CLOSING ENTRY PORCH - ~ 7 ° ° ° ° �� ,�,,r, T _=MP D 8 12 -4 4 51-811 _ 8 3'-6 A ° ° Q e ° HDED AREA At GREAT ROOM t E TRY ° e ° 11r 1ff - 2 60 FIX D -C-4\O O _ HB ENOTES 8L0 ED CEILING 0 3:12 PITCH 'd °6 o o = o l a o 3c55 FI ED ° -� ° ° H 1 '-O" FROSTED TEMPERED Gs ASS O u) . SHADED AREA At SHOWS 6'4' HIGH ON AND BE—ONDl DENOTES FLAT CEILING F AME 36 �� _ HIGH WALL � ° ° ° ° • ° DOWN TO 12'-0" A.F,F, ,4 Q 40 G L. UTILITY ° ° ° ° ° ,45 WATER SINK 3 ,4 3 -4 1-O 6 -O WTR. HTR. ° ° GARAGE NOTES: (PER 2014 FBG R-302.5) ON tl ER SOFTENER ° ° m o e ° _ `t I. THE GARAGE SHALL BE SEPERATED FROM THE RESIDENCE O 8 22'-0" 8� Q AND ITS ATTIC AREA BY NOT LESS THAN 1/2 GYPSUM WALL TEMPERED GLASS NOT REQUIRIED BOARD APPLIED TO THE GARAGE SIDE. (l) k1SER PER R308.4.5 CMU COLUMN 2, GARAGxE$ BENEATH HABITABLE ROOMS SHALL BE SEPERATED - - - - - = - - - - - - - - -- - - - - - - - (TYP.) FROM ALL HABITABLE ROOMS A OV Y B E B NOT LESS THAN 5/8 TYPE X GYPSUM BOARD OR EQUIVALENT. 3. OPENINGS FROM A PRIVATE GARAGE I FINISH R E INTO A ROOM SALT-ROGK Q N SHA IN PG LL NOT B PERMITTED. OT AT ENTRY ORCH USED FOR SLEEPING E PER ED HER OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH .Q (X „ �� SOLID WOOD DOORS NOT LESS THAN 1 3/8 THICK, SOLID OR O 11-0 2 -8 8 -O' 21 -all 16'-O" 1- " 2 8 Q HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 THICK, OR d = c�= d 0 p N _ p/ O _ m 20 -MINUTE FIRE RATED DOORS, EQUIPED WITH SELF-CLOSING DEVICE. Q 2 C�4R C�,4�',4�� x , � � ° r U 8 -O G. � _ U Uo N 4. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR BR °a - p C1 Q O (L CEILINGS SEPERAtING THE DWELLING FROM THE GARAGE SHALL Q WINDOW AN D D00 DESIGN �. D� PRESSURE 14l - AND DOOR A REA (SQ. FTJ i N 3URE LESS THAN 20 S,F. _39.6 PSF GREATER THAN 20 S.F. AND UP TO 50 S.F. -3i.0 PSF GREATER THAN 5O S.F. AND UP TO 100 S.F. .� a X w-- Q GREATER THAN 100 S.F. AND UP TO 500 S,F, -30.8 PSF FLuLu CL 3: x= N o _ N 0 o O °� ' (Lalli AQ — ' ---------- ------------ I WINDOW AN D D00 DESIGN �. D� PRESSURE WINDOW AND DOOR A REA (SQ. FTJ DESIGN PRES 3URE LESS THAN 20 S,F. _39.6 PSF GREATER THAN 20 S.F. AND UP TO 50 S.F. -3i.0 PSF GREATER THAN 5O S.F. AND UP TO 100 S.F. -33,4 PSF GREATER THAN 100 S.F. AND UP TO 500 S,F, -30.8 PSF BE CONSTRUCTED OF A MINIMUM NO.26 GAGE SHEET STEEL, I INCH Q MINIMUM RIDIG NONMETALLIC CLASS O OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL. HAVE NO OPENINGS INTO THE GARAGE. AREA TA5ULATION: LIVING AREA 1940 S.F. ENTRY PORCH 85 2 -CAR GARAGE 656 A �� 15 4'-8'1 3'-6" 4'-4" 5'-4" � � � DRAWN BY G.S. CHECKED BY: DATE, 10-28-16 JOB NO, F NOTE. THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL FIFTH EDITION, SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10. 1. WIND SPEED - 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vaed) 2. RISK CATEGORY 2 — - - — - — - — - _ - _ — - - - TOP BLOCK _11'-4" CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE ■ CATEGORY G 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 RESIDENTIAL DESIGN, INC. 68 GRAHAM AVENUE OVIEDO, FLORIDA 32765 407-365-1125 3 �11�11% 111 WvAMAWW 11W1A�___m ...........................................................................•......... ........_ .........................._..�...... ieoeoeoererrroeore0000uo.o...........________._......�r �����������m. I 15w FELT UVhK HUUSt= WKAt- UN 1/1 5 I KUCo I UKAL SHEATHING OR 1/16" O.S.B. OVER 2x FRAMING ElARCHITECTURAL SHINGLES OVER W.P. MEMBRANE OVER 1/2" CDX 12 SHEATHING OVER ENGINEERED WOOD -- I ^ TRUSSES 0 24" O.C. - -SRCa. 8'-O" 14 I METAL ROOFING INSTALLED PER MFG, SPECS. OVER WATERPROOF MEMBRANE OVER 42" CDX SHEATHING OVER ENG, WOOD PARALLEL CHORD TRUSSES 24" O.C. .. 1-51 TORCH DOWN MEMBRANE ROOFING OVER 5/8" COX SHEATHING OVER 2x8 RAFTERS m 16" O.C. Fro] EXPOSED CMU - NO STUCCO ON CMU WALL Fil�9 1 b" POST HSE. F.F, O' -O" Q DECORATIVE CMU WALL CONC. OR CAST STONE WALL CAP El RICHT SIDE ELEVATION rJCiAI_E% 1/4" = 1'-01I GENERAL NOTES 1. ALL PLUMBING VENTS / STACK PENETRATIONS SHOULD BE LOCATED AS TO NOT BE IN VIEW FROM FRONT STREET i AS LONG AS THE MAX. VENT LENGTH IS NOT EXCEEDED. TENSIONED 2. ALL WINDOW AND DOOR MUNTINS SHALL PROJECT, 4'-10" 84b" 4'-10" 3'-1" 3. ALL WINDOWS t0 BE RECESSED 2" MINIMUM. 4. ALL GLASS SHALL REMAIN CLEAR WITHOUT TINTING AND WITHOUT REFLECTIVE COATINGS. S. ALL SASHES TO BE EQUAL WITHIN THE SAME WINDOW. 2 — -- - - - — - — - - — - — - — - - — TRANSOM HEAD HGT.12'-10" la �3 BRG. 8'-O" O DRAWN C3Y. G.S. CHECKED BY: DATE: 10-28-1c0 JOS NO, NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA UILING CODE RESIDENTIAL FIFTH EDITION SECTION 8301 DESIGN CRITERIA AND TOP OF CHIMNEY TO BE MIN, 24 ABOVE 6 ' ALL ROOF WITHIN Io' -O" OF CHIMENY INCLUDING ASCE 1-10. 1. WIND SPEED - 139 MPH ULTIMATE WIND SPEED (vult) AND 108 MPH (vasd) NO ROOF VENTS - USE ICYNENE 2. RISK CATEGORY 2 CONSTRUCTION TYPE m SINGLE FAMILY RESIDENCE (V) 12 (OR EQUAL) SPRAY FOAM INSULATION 3. WIND EXPOSURE - CATEGORY C 3 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS 2 .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 — — — — 13'-4" TOP OF CHIMNEY _._._. — — — — RESIDENTIAL DESIGN, INC.. — — — 68 GRAHAM AVENUE — — — — — — — OVIEDO, FLORIDA 32765 - ------ I-1 407-365-1125 I WATE OOF MEMBR ANE O E L&II C X SHEATHING RPR V R D — OVER ENG, WOOD PARALLEL CHORD TRUSSES Q 24" O.C. — — 5 TORCH DOWN MEMBRANE ROOFING OVER 5/8 CDX SHEATHING OVER 2x8 RAFTERS 116"O.C, 8 O BRC,Ll ------- —BRCi. -- — - - — - 6 EXPOSED CMU - NO STUCCO ON CMU WALL NO DRYWALL CEILING YWA C I INC 6 POST -O / — -yj DECORATIVE CMU WALL 2 -CAR GARAGE �p D CONIC. OR CAST STONE WALL CAP � NSE. F.F. _ HSE. F.F. - — - — - — - - - - - GENERAL NOTES: " ; SEE FOUNDATION PLAN FOR 6 FOOTING SIZES 4 LOCATIONS 1. ALL PLUMBING VENTS / STACK PENETRATIONS SHOULD �1rt II (II I SECTION �� I �{� � O1 `1 f" -'t BE LOCATED AS t0 NOT BE IN VIEW FROM FRONT STREET AS LONG AS THE MAX. VENT LENGTH IS NOT EXCEEDED. 2. ALL WINDOW AND DOOR MUNTINS SHALL PROJECT. 3. ALL WINDOWS TO BE RECESSED 2 MINIMUM, 4, ALL GLASS SHALL REMAIN CLEAR WITHOUT TINTING AND ALUM, DRIP EDGE OVER ALUMINUM _ . _ _.. ... _...._..___ WITHOUT REFLECTIVE COATINGS. 1 11 II II 11 1 1 1U LIVING ROOM � I 1 I 111111111 11 II 111 11 1 PRAWN BY, G,S. CHECKED BY: PATE, 10-28-16 JOB NO. i A 5UILDINCx SECTION B � I I I I ralni»t: 1 I U4 r I I I I :, 1 I 64WINDOW HEAD 1/2 GYPSUM CEILING BOARD . �/ I I $xSx16 C.M.U. KNOCK -OUT NON -VENTED ALUM. SOFFIT BLOCK REINF, w/ 1-"5 CONT. i �� i 1/2 DRYWALL OVER Ix P.T. . I FURRING STRIPS OVER CMU I INSULATION WALL w/ L PER 1,21-011 ENERGY CALCS, Ci � 1 1(TY .) �' z 1 _ I Q DRAWN BY G.S. CHECKED BY, DATE: 10-28-I ro JOB NO. 1 I A - I LATH ON HOUSE WRAP ON 150 FELT ALUM. DRIP EDGE OVER ALUMINUM SPRAY FOAM INSULATION NOTE: THIS T E STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED 1 I ` 11 L 1/2" THE WIND LOAD REQUIREMENTS E 5 OF THE 2014 FLORIDA BUILDING. FASCIA OVER 2x6 w/ NON -VENTED 70, ARCHITECTURAL SHINGLES OVER W.P. ALUM. DRIP EDGE OVER ALUMINUM. CODE RESIDENTIAL FIFTH EDITION, SECTION R301 DESIGN CRITERIA AND OR x/16 0SB OVER ENG. WOOD ALUMINUM SOFFIT w/ 24" OVERHANG HETAI6 — CRICKET MEMBRANE OVER I/2" COX D FASCIA OVER 2x6 w/ NON -VENTED INCLUDING ASCE 1-10. PARAPET BEYOND TRUSSES a 24" O.C. P.T.LEDGER PER SHEATHING OVER ENGINEERED WOOL) 12 ALUMINUM SOFFIT w/ 24" OVERHANG L WIND SPEED ■ 139 MPH ULTIMATE WIND SPEED (vuit) AND 108 MPH Mand) OVER CONT. CANT STRIP �� ADVANTECH SHEATHING OVER ENGINEERED' 12 ,� �� TRUSSES 24 O.G. 3 12 2 X 6 RAT RUNS a 32" O.G. 2. RISK CATEGORY 2 , H TAI6 E -CHANICAL=v 3� 2'- O 3 CONSTRUCTION N5 RUCTION TYPE SINGLE FAMILY RESIDENCE (V) TRUSS LAYOUT 2'-0" PITCH ON TOP CHORD 8 -O BRGz. OVER 16" ENG. PARALLEL CHORD TRUSSES m 24" O.C, 3. WIND EXPOSURE CATEGORY C BRG.- 8 -O 8 O ERG. , 4. INTERNAL ERN L PRESSURE COEFFICIENT FOR ENCLOSEDBUILDINGS 15 LEDGER PER TRUSS LAYOUT NON -VENTED ALUMINUM SOFFIT I .IS AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 ARCHITECTURAL SHINGLES OVER W.P. 2 X 6 RAT RUNS 32 O.C. SLOPE �� MEMBRANE OVER I/2 CDX 12 12 ARCHITECTURAL SHINGLES OVER W.P. NO DRYWALL CEILING SHEATHING OVER ENGINEERED WOOD 3 L--- _ 6 8 WINDOW HEAD MEMBRANE OVER 1/2" CDX SHEATHING �� RESIDENTIAL DESIGN, INC. �� TRUSSES � 24 O.C. ALUM. DRIP EDGE OVER ALUMINUM FASCIA OVER NON - VENTED 2x6 w/ NON VENTED BxSxl6 CMU "KNOCK OUT"BLK OVER ENGINEERED WOOD TRUSSES A 24 O.G. 68 GRAHAM A VENUE "KNOCK ALUMINUM FASCIA OVER 2x6 — — — OVIED FLORIDAO, 32765 SOFFIT 1/8 STUCCO OVER GALV. METAL R38 ICYNENE OR EQUAL 407-365-1125 HETAI6 LATH ON HOUSE WRAP ON 150 FELT ALUM. DRIP EDGE OVER ALUMINUM SPRAY FOAM INSULATION I 11 SCALE: 1/211 = 1-0 1 I ` 11 L 1/2" OVER y@" STRUCTURAL SHEATHING FASCIA OVER 2x6 w/ NON -VENTED 70, OR x/16 0SB OVER ENG. WOOD ALUMINUM SOFFIT w/ 24" OVERHANG HETAI6 — CRICKET FLASHING 4 COUNTER FLASHING PARAPET BEYOND TRUSSES a 24" O.C. P.T.LEDGER PER OVER CONT. CANT STRIP �� ADVANTECH SHEATHING OVER ENGINEERED' 12 �� 12 2 X 6 RAT RUNS a 32" O.G. H TAI6 E -CHANICAL=v 3� 2'- O 3 TRUSS LAYOUT 2'-0" PITCH ON TOP CHORD 8 -O BRGz. OVER 16" ENG. PARALLEL CHORD TRUSSES m 24" O.C, i BRG.- 8 -O 8 O ERG. , LEDGER PER TRUSS LAYOUT 2 X 6 RAT RUNS 32 O.C. SLOPE 12 12 NO DRYWALL CEILING NO DRYWALL CEILING 3 L--- _ 6 8 WINDOW HEAD • 1/2 GYPSUM CEILING BOARD ALUM. DRIP EDGE OVER ALUMINUM FASCIA OVER NON - VENTED 2x6 w/ NON VENTED BxSxl6 CMU "KNOCK OUT"BLK "KNOCK ALUMINUM FASCIA OVER 2x6 — — — , SOFFIT REINF, w/ 05 CONTINUOUS BxSxl6 CMU OUT" BLK.ALUMINUM • REINF, w/ 5 CONTINUOUS HETA 16 f - 8x8x16 C.M.U. KNOCK OUT 2x6 CEILING JOISTS w 16" O.C. W/ 1/2" GYPSUM CEILING BOARD Ii GYPSUM CEILING BOARD NON -VENTED ALUMINUM SOFFIT ERG. 14'2" BLOCK REINF, w/ 1-05 CONT. R35 ICYN NEO QUA E RE L PRECAST CONCRETE LINTEL HETA 16 = " 1/2DRYWALL OVER 1x P.T. NON -VENTED ALUM.SOFFIT OVER 1-5" ADVANTECH SHEATHING PER LINTEL SCHEDULE FURRING STRIPS OVER CMU DOOR WALL w/ INSULATION PER WINDOW PER PLAN iv ENERCxY CALCS. 5/8 STUCCO OVER $x8x16 cn 7OV HA � ER E D GARAGE DOOR CMU REINF. w/ 05 VERTICAL an CO I RODS IN GROUT PER PLANGARAGEGARAGE PRE -CAST NC LINTEL � : FROM TIE BEAM TO FOOTING. 4 STUCCO SILL PER LINTEL SCHEDULE aD tlJ aD 1/2 DRYWALL OVER Ix P.T. FURRING t RR G S R PS OVER CMU WALL w/ INSULATION PER %" 5/8„ STUCCO OVER 8x8x16 4 THK., 2500 P.S.I. CONC. SLAB 4 THK., 2500 P.S.I. CONC. SLAB ENERGY GALLS. .CMU REINF, w/ 05 WHERE REINF, w/ 6x6. WI.4xWI.4 W.W.M. OVER REINF, w/ 6x6. WI.4xWI.4 W.W.M. OVER SHOWN ON PLAN �� 6 MIL. POLY VAPOR BARRIER ON 6 MIL. POLY VAPOR BARRIER ON 4 tHK. 2500 P.S.I. CONC. SLAB '• L B CLEAN, COMPACTED FILL. TREATED GLEAN, COMPACTED FILL TREATED REINF, w/ 6x6. WI.4xWI.4 W.W.M. OVER FOR SUBTERRANEAN TERMITES. FOR SUBTERRANEAN TERMITES. 6 MIL, OLY VAPOR BARRIER ON (FIBER MESH MAYBE USED D ILO WWM) (FIBER MESH MAY BE USED ILO WWM) CLEAN, COMPACTED FILL TREATED p -p FINISHED FLOOR FOR SUBTERRANEAN TE MITES. 01-011 HSE. F.F. � �� .._ — _ _ HSE. F.F. O -O — D GRADE - a ° ° m It It SEE FOUNDATION PLAN FOR $ Z Q a F EE FOUNDATION PLAN _ • FOOTING SIZES 4 LOCATIONS FOR FOOTING SIZES� %� r .!■. WINDOW HD, 12'-10" 11 _ I1 SCALE: 1/2 I - 1-O I 11 SCALE: 1/211 = 1-0 1 I ` 11 L 1/2" 23.4 70, — CRICKET FLASHING 4 COUNTER FLASHING PARAPET BEYOND TORCH DOWN MEMBRANE ROOFING OVER P.T.LEDGER PER OVER CONT. CANT STRIP �� ADVANTECH SHEATHING OVER ENGINEERED' METAL ROOFING INSTALLED PER MFG. SPECS. V PE OVER -CHANICAL=v WOOD MONO -TRUSSES 0 24" O.C. w/ 4" / FOOL WATERPROOF MEMBRANE OVER 1tt CDX SHEATHING TRUSS LAYOUT PITCH ON TOP CHORD OVER 16" ENG. PARALLEL CHORD TRUSSES m 24" O.C, i LEDGER PER TRUSS LAYOUT SLOPE 12 3 L--- METAL DRIP EDGE OVER ALUMINUM FASCIA OVER 2x6 HETA 16 f HETA 16 NON -V ENTED ALUMINUM SOFFIT 2x6 CEILING JOISTS w 16" O.C. W/ 1/2" GYPSUM CEILING BOARD Ii GYPSUM CEILING BOARD ERG. 14'2" R35 ICYN NEO QUA E RE L HETA 16 = SPRAY FOAM INSULATION OVER 1-5" ADVANTECH SHEATHING WINDOW HD, 12'-10" 2 ��pAi7�S� 6x12 02 STRUCTURAL CEDAR BEAM w/ SIMPSON CC66 CONNECTOR W/ 5/8” DIA. HEX BOLTS 6" WOOD POST OUTDOOR L.IVINC� z �7 SIMPSON ABU66Z POST TO SLAB CONNECTOR A r� DRAWN BYE G.J. CHECKED BY DATE - 10 -28-16 JOB NO. P.T.LEDGER PER -CHANICAL=v TRUSS LAYOUT ROLLED ROOFING ON PEEL 4 STICK = CUSTOM OVER 1-5" ADVANTECH SHEATHING DOOR OVER It" CDX OVER 2x8 RAFTERS kt o 24 O.C. 44' PLYWOOD SUB -F 00 L R NCs OVER _ 2x8 FLOOR JOISTS a 16" O.C. in ui 1/2" DRYWALL OVER Ix P.T. 12 2 -O O FURRING STRIPS OVER CMU "� 1 — METAL DRIP OVER 1x2 STRIP _ > WALL w/ INSULATION PER OVER EXPOSED 2x8 RAFTERS ENERGY CALCS. tU as z °D BR G. - " —•-�-8 0 j 1*s" GYPSUM CEILING BOARD IRON PIPE LADDER ' _ _ T A TO ACCESS HVAC ; _ EXPOSED RAFTERS NO CEILING U1 EQUIPMENT IN MECH. „ RM. ABV. WARDROBE 2 ��pAi7�S� 6x12 02 STRUCTURAL CEDAR BEAM w/ SIMPSON CC66 CONNECTOR W/ 5/8” DIA. HEX BOLTS 6" WOOD POST OUTDOOR L.IVINC� z �7 SIMPSON ABU66Z POST TO SLAB CONNECTOR A r� DRAWN BYE G.J. CHECKED BY DATE - 10 -28-16 JOB NO. I I I h r [ I _, _„ ITl III II I III I I Ill tul 8 APE 2-0 METAL ROOFING INSTALLED PER MFG. SPECS. OVER HETA16 W.P. MEMBRANE OVER 1�S" GDX SHEATHING OVER ENG, WOOPARALLELCHO D T TRUSSES -0 24"_ O.C. D R R ALUM. DRIP EDGE OVER ALUMINUM FASCIA OVER 2x6 12 3 •� • — — NON -VENTED ALUM. SOFFIT R38 ICYNENE OR EQUAL i SPRAY FOAM INSULATION e 8" X 24" LINTEL FORMED ERG. 4 -2' AND POURED IN PLACE C1 • WINDOW HEAD 12'-10"4 • w R38 ICYNENE OR EQUALN5 REINFORCING BAR METAL ROOFING INSTALLED PER MFG. SPECS. OVER SPRAY .FOAM INSULATION. V " C W.P. MEMBRANE OVER S5 DX SHEATHING OVER ENG. i WOOD PARALLEL CHORD TRUSSES 0 24" O.C. 1/2„ GYPSUM CEILING BOARD 0 3 STIRRUPS 0 10” O.C. ALUM. DRP EDGE OVER I OV ALUMINUM STACK 2X8 PLATES ROLLED ROOFING ON PEEL 4 STIC — ROLLED ROOFING ON PEEL 4 STICK FASCIA OVER 2x6 w/ NON -VENTED 12 W/ 1/2" DIA. A.B. W/ i" OVER � ADVANTEGH SHEATHING OVER 16" ADVANTECH SHEATHING ALUMINUM SOFFIT 3 MIN. EMBEDED B 0 24" O.C. BLOC C.M.U. KNOCK -OUT OVER 1,2" GDX OVER 2x8 RAFTERS %j • OVER 15" CDX OVER 2x8 RAFTERS — � :: WASHER LOC1/2" DRYWALL OVER Ix P.T. K REINF. w/ 1-"5 CONT. ID O.G, m 24" O.C. 2'-O" W1 2 FURRING STRIPS OVER CMU 2'-0° 1/2" GYPSUM CEILING BOARD 12 WALL w/ INSULATION PER — 1 METAL DRIP OVER 12 STRIP SIMPSON TSP m ENERGY GALCS. 12 x OVER EXPOSED 2x8 RAFTERS EACH TRUSS o Sx8xl6 C.M.U: KNOCK -OUT PRECAST CONC. LINTEL 8 -21,a BRG. BLOCK REINF, w/ 1-05 CONT, PER LINTEL SCHEDULE _ — ° BRG. 8,� , BRG. 8 -O 0 0 1/2 DRYWALL OVER Ix P.T. 0 0 ------- SIMPSON TSP FURRING STRIPS OVER CMU 0 o EACH TRUSS WALL w/ INSULATION PER 0 o ENERGY GALCS, NON -VENTED ALUM. SOFFIT C o STACK 2X4 AS • • - a MT812 AT EACH RAFTER NEEDED W/ 1/2" DIA: NO CEILING NO CEILING ,� :: PRE -CAST CONC. LINTEL /� THRU-BOLTS 24 O.G. CREAT ROOM EXPOSED RAFTERS EXPOSED RAFTERS STAGGEREDPER LINTEL SCHEDULE MIN 6.25 XI6 XI/2 STEEL PLATE W/ (8) 5/8" THRU A.B. W/ 6" EMBEDED Ul 12 X 14 6x12 02 STRUCTURAL CEDAR BEAM W/ EXPDXY w/ SIMPSON CC66 CONNECTOR }� w/ 5/8" DIA. HEX BOLTS. „ �, ENTRY SLIDING GLASS DOOR BEAM BOLTED. TO WALL BEYOND. PER PLAN OUTDOOR' LIVING Io"x 6„ WOOD POST GREAT ROOM OUTDOOR h R 4.. THK., 2500 P.S.I. GONG. SLAB 4" THK., 2500 P.S.I, LONG. SLAB REINF, w/ 6x6. WI.4xW1.4 W.W.M. OVER INF, w/ 6 RE x6. WL4XWL4 W.W.M. OVER 1.11lIN 6 MIL. POLY VAPOR BARRIER ON 6 MIL. POLY VAPOR BARRIER ON 4" THK., 2500 P.S.L CONC. SLAB CLEAN, COMPACTED FILL TREATED CLEAN, COMPACTED FILL TREATED REINF. w/ 6x6. WI.4xW1.4 W.W.M. OVER FOR SUBTERRANEAN TERMITES, FOR SUBTERRANEAN UBTERRANEAN tERMITEB. 1 -n °.-°ra v .iAlh/�!Y —Al9!'fICly ..., ,_.—_—...__.° ...__ __ °„__ °, _,•�.•�... ._...__— ..__. -- -- ..___ .. _ ......... SIMPBON dt3l1G�G7_ hngT Cyzy7 W DRAWN BY, G.S. CHECKED BY, DATE: 10-28-16 JOB NO, A SIECTION a ENTRY SECTION O GREAT ROOM SECTION OUTDOOR LIVING II L_ II II � 1- II � II = Iw it SCALE: 1/2 = _1 0 SCALE: 1/2 1 O SCALE: 1/2 1 O O 0 ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL calling fan spotlights 01 3 a track Ilght 3 n n n pendant fixture I + Disconnect I E:5 Small Pendant 3 O To Landscape Lighting I TO LANDSCAPE LIGHTING cable tv outlet 4 Tv ceiling fan 1 2 Q chime 1 60 exhaust fan - ceiling mtd. 3 fluorescent 48x12 2 L - - J garage door opener 1 DISC. TAMPER PROOF junction box I I \ � light fixture - calling mtd. 4 - light fixture - wall mtd. -1 - - outlet 32 4 TYPICAL_ OUTLETS *ALL ELECTRICAL SHALL 15E IN ACCORDANCE WITH THE 2011 outlet 220v 5 outlet floor 2 outlet gfi 15 — pendant fixture 2 BE ARC FAULT PROTECTED. push button 2 [] recessed can light 28 - smoke - carbon monoxide detector 5 switch 48 under cab. fixture 3 weather proof GFI "1 / DOWN LIGHTS DOWN LIGHTS I----------------------- LOP NOTE � G,4Ri30N MONOXIDE DETECTOR � ® / / 1. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED all g Sleep in rooms. The detectors must be hardwired with battery backup and may be combination smoke/carbon SUCH THAT THE ACTUATION OF ONE ALARM WILL I monoxide devices: I 40 GAL. UTILITY L \ / /LIGHTING ACTUATE ALL ALARMS AND WILL BE AUDIBLE IN ALL VERIFY SERVICE 3 (280) MCM ALUM. WATER SINK TO LANDgCPE SLEEPING* AREAS, WTR. HTR. DISC. TAMPER PROOF I I \ � METE — \ • GFI OUTLETS OUTDOORS, GARAGES, KITCHEN. 4 8ATH5. ON TIMER SOFTENER 014 COPPER TO LIGHTS 4 TYPICAL_ OUTLETS *ALL ELECTRICAL SHALL 15E IN ACCORDANCE WITH THE 2011 ELECTRICAL 010 COPPER TO WH NATIONAL ELECTRIC CODE 2. A RECEPTACLES IN A ALL RECEPT LE ALL SLEEPING ROOMS SHALL I PANEL 08 COPPER TO RANGE UNDERGROUND — - ! qlj BE ARC FAULT PROTECTED. I i -- I - ' l� WP' WP / DOWN LIGHTS DOWN LIGHTS ------------------ \—N " 2 GROUND TO 3/8 ROD (10 DEEP) 4 BONDED TO FOOTING STEEL GF, THIS DIAGRAMMATIC PLAN 15 INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. D.S. CHEHAL WILL BEAR NO RESPONSIBILITY FOR ITS ACCURACY. IT'S THE ELECTRICAL RISER DIAGRAM , ELECTRICAL ' � �� � �� N.T.S. CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND PROVIDE z AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. u� 68 GRAHAM AVENUE OVIEDO, FLORIDA 32765 407-365-1125 DRAWN BY: G.S. CHECKED BY: DATE: 10-28-16 J08 NO. ELECTRICAL CONtRACTOR TO SUBMIT ELECTRICAL PLAN AND a V I----------------------- I � G,4Ri30N MONOXIDE DETECTOR I , - Install carbon monoxide (CO) detectors within 10 feetof I I all g Sleep in rooms. The detectors must be hardwired with battery backup and may be combination smoke/carbon I monoxide devices: I I I I B ALL DETECTORS SHALL E SMOKE/C,ARBON MONOXIDE COMBO. VERIFY SERVICE 3 (280) MCM ALUM. \ REQUIREMENT IN 2 1/2" CONDUIT ADO'L. PANELS AS RE&D, ALL NON -CFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS MAIN (20 CIRCUITS) 7YP. A/c Disc. AND DISC. TAMPER PROOF I I \ � METE — \ • GFI OUTLETS OUTDOORS, GARAGES, KITCHEN. 4 8ATH5. 014 COPPER TO LIGHTS 4 TYPICAL_ OUTLETS *ALL ELECTRICAL SHALL 15E IN ACCORDANCE WITH THE 2011 ELECTRICAL 010 COPPER TO WH NATIONAL ELECTRIC CODE I PANEL 08 COPPER TO RANGE UNDERGROUND SERVICE BY (20 CIRCUITS) I i POWER CO. ------------------ \—N " 2 GROUND TO 3/8 ROD (10 DEEP) 4 BONDED TO FOOTING STEEL GF, THIS DIAGRAMMATIC PLAN 15 INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. D.S. CHEHAL WILL BEAR NO RESPONSIBILITY FOR ITS ACCURACY. IT'S THE ELECTRICAL RISER DIAGRAM , ELECTRICAL ' � �� � �� N.T.S. CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENTS AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT AND PROVIDE z AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED. u� 68 GRAHAM AVENUE OVIEDO, FLORIDA 32765 407-365-1125 DRAWN BY: G.S. CHECKED BY: DATE: 10-28-16 J08 NO. ELECTRICAL CONtRACTOR TO SUBMIT ELECTRICAL PLAN AND a V NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING 'i0'-4" C 7'-0" x 3'-4" x Woo" D. CODE RESIDENTIAL FIFTH EDITION, SECTION R301 DESIGN CRITERIA AND 1NCLUDINCs ASCE 7-10. Al CONC. PAD W/ 05 1. WIND SPEED ■ 13S MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (Vaed) 1$ -4 14'4' a 8 O.C. E.W. 2, RISK CATEGORY 2 CONSTRUCTION TYPE r SINGLE FAMILY RESIDENCE (V) 3. WIND EXPOSURE ■ CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS 1 g l 3 1-O II 3, - " " 28"x 28"x Ito" CONC. .18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 g 3 � INDICATES FILLED PAD REINF. w/ 3-"5 CELL w/ (I) 05 RODS EACH WAY , ti TYPICAL (2) PADS VERTICAL_ (TYP.) , �1 1 -%EM - ---- ---- --- -- - -__-- - ---------- -- -- --- --- --- -- - - -- - - - r g- -- -- - u oil, , &'-oil 4'4': Q' 4 CONC, SLAB REINF, w/ 6x6. UJ1.4xw1.4 W.W.M. OVER 6 MIL. POLY 1113 1 VAPOR BARRIER ON CLEAN, N COMPACTED FILL TREATED FOR = D O — I -IB 2'7211 SUBTERRANEAN TERMITES. N � _36 36 16 CONC" F AYUSEDI I Q PA REI F, w/ 4- *5 (FIBER MESH M BE ILO WWM) Q RO S EACH WAY L_ -_ I J I 1 ------------------ al_o" 6� ------------------CONC16 68 SLIDING 00R 606$ SLIDING GLASS DOOR 36„x 36IIx16 ----------------------------------- ----- `,4 PAD REINF, w/ 4 - - *5 M. I, RODS EACH WA g :. a � _ 201-411 _ I AREA DENOTES THE AR OF SLAB Q - ;r I RECESSED a4 FOR SLIDING GLAS DOORS 6-all14 8 ' I PROVIDE CONDUIT FOR _ ELECTRICAL SUPPLY TO :ISLAND FLOOR OUTLET yrs-, I I � i LOCATION BY OWNER 1- - - - - -, i I V 4 1 L.T. I I PROVIDE CONDUIT FOR , 11 , Il! 0 1 I 4 DIA. SCHEDULE 40 II Y N .I. I FLOOR OUTLET. TO BE t I 2 I 'I - ., , ....,,, ..,. »,. ' _ non — L� _ �IFOI '' ' PVC, A/C CHASE 1 11 , 1 I I I J �Q, I LOCATED BY OTHERS 1 I :I 011 nOq :�11II _ I 1 I I 1 1 �.,, ,"Ih.'Iy ; LL�'.,IJ1 III•--, 1' � � I 1 I , 1 ,. ; r — - L I I FLOOR OUTLET _ WN RESIDENTIAL DESIGN, INC. 68 GRAHAM AVENUE OVIEDO, FLORIDA 32765 1/2" G.W.B. OVER VAPOR 407-365-1125 B” CMU BLOCK BARRIER w/ INSUL. PER ENERGY CALGB, BETWEEN 3/4" P.T. VERTICAL FURRING • 24" O.G. (1) 09 FROM FTG. TO TIE BEAM SPLICE 1/211 - 1'-011 N.T.S. TO BE MIN. 25" ' GROUT CELL SOLID 4" CONO. BLAB w/ bx6 - w1.4xwIA W.W.F. 9" CMU OVER 6 MIL, VAPOR BARRIER STARTER BLOCK '--- �,a----- ". $" O.C, GRADE CLEAN Z COMPACTED FILL CA r EACH WAY ++ 95 % STANDARD • d Q 11 I/2 GYP. BD. EA. SIDE DENSITY AND _ � ------ TERMITE TREATED -_I 20"xlb" MONO FTG. or2x4'em16"O.C. (2) -5'S CONT. ON CHAIRS. 1'-4" 71 1 MONO FTG, w/ C.1„1.U. SI N.T.S. e e ''7—iTf jTl�`—U-Ijjlt I i I i I I i I I (2) 1 VS CONT. I III=1 I W/ 3" MIN. CLEAR B" B" B" I6.. 8„ 2 INTER, E3RG, I STY, SI N.T.S. , LOCATION BYO ER I I I I 1 I I I F ALTAMONTE SPRINGS, IS R. w/C D. lI L I 1 - I` FOOTINGS HAVE .BEEN DESIGNED FOR A FLORIDA 32714 ' 1 , . LAV. q n�/ I, I I I 11 I ' ,,,..,, ,,<:._ SOILING BE,4RINCx PRESSURE OF 2000 PSF v2 GYP. BD. ON (407)227-7368 "12 FRAMING / �' , i � I , 1, I L x i ,,,, I „„� �.,., .: R -n BATT PE 79118 I _ , I $ o � I 2 I i I IF A DOWEL 18 MISSED, APPLY W/ EPDXY (SIMPSON MET) INsuLATION 11 I , I I I W/ 6 EMBEDMENT. DRILL 3/44 HOLES FOR 5 DOWELS IL - - - - - - I I 31 -(Il 1-10 II 3068 \ i 1 I 1 COND. 1/2” J -BOLTS tll I II'.ENC1-1� , , I I 1 o rr 4' GONG. SLAB a 32" O.G. MAX. 4 }-----', -------------- I I r _ ;i u _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LAV, I / ` IF STEM WALL EXCEEDS 32 FILL ALL CELLS W/ GROUT w/ 6x6 - w1.4xw1.4 W.W.F. 6° FROM EACH ---'•----T- -------------- of REF. I i I I II i I I k�� I I - , r , I1� ' I I �II OVER 6 MIL. VAPOR END OF WALL „> M„,. ,, — — — — I I AN APPLY 1 *5 VERTICAL 's 48 O.C, IMAX. (6” MIN. EMBED.) Q D PPL BARRIER g q , � o F - _ - - - - a ol_O1i 1 _ �_' =— }' IF STEM WALL EXCEEDS 48", FILL ALL CELLS W/ GROUT — — ---°,— —_� — ;,• SEE LAN 1 �^ — — J m ANO APPLY 1 5 VERTICAL 0 48 O.C. (MAX,) I.. 1'- - --'------- -- LAV.' o\, ------------- I - C AN'— — — — — - m. •S9 - r✓" AND 1 *5 HORIZONTAL. 's 24" O.C. IN U -BLOCK COMPACT FILL — I III ,e• 1IITfl II iTl c�1 1 I I I i ci _ �o-O-$------------- �I _ X95%STANDARp DENSITY ANp TERMITE TREATEDI— _ Q - - :111 , , ,,..,,... ,. STI— , JL L__1Pr O 1 SHWR. INT R G,41 AGA= WALL 13'-4" 11 E,1_011 2'-$11 SI NON-5EAR INGc N.T.S. 4 T ' I �/� 1 __ GARAGE WALL 4 CONC. SLAB w/ 6x6 - wl.4xwl.4 W.W.F. ' 1i,• I I I II II , - Q I - OVER 6 MIL. VAPOR '. BARRIER I I ` J UTILITY 3 I — 1'— VERIFY e 40 GAL. , Q r ' '�� _ _ _ - e • SINK a1 U�TR. HTR. — — — _ —lll,�-III CSN TIMER WATER 6 SOFTENER II z, -- - - - - - - - - - - - - - - ----- - __--- EDGE DGE "WT/ H(1)ICK•ENEp Lu —IThLLL—II �- (I) 45 CONT. I' -O. 6 23i -4u .. CONT. W/ 3" MIN. CLEAR -w MENN (1) RISER II II 11 40 x 24 x 12 D. II II II' /�. �'. CONC. PAD w/ 5 �I �I I 32"x 32N 12 CONC. � � V n ' PAD REINF. w/ 4 5 e $ o.c. E.W. 4 GARAGE RAINCUT 5 NON-E3RG. STEF DOWN ODS EACH WAY ' S1 N.T.S. SI _ II SALT ROCIGI FINISH' I 6I -0 .C. (MAX.) I Q — _ .J i — - — r AT ENTRYORCH t I /� , ,i B" CMU BLOCK III -oil 21_ 1 $'_O° 2'-8 11 16 -O 2141 O i m (1) 115 FROM FTG. TO 4" GONG. BLAB _ TIE BEAM SPLICE TO BE MIN. 2S' w/ 6x6 wl.4xwl.4 W.W.F. - 1 1 OVER 6 MIL. VAPOR GROUT CELL SOLID BARRIER V 1 , SLOPE FLOOR 2 MIN. I Q �9. GRADE 'I N z L4 11 �u I N GRADE E CLEAN ' - — fill � IT — —r - — — _ I- COMPACTED FILL i —_( �I hT7 11 4 • . e 95 % STANDARD v �— DENSITY AND � � 4 e. I I •e� TERMITE TREATED (2) N5'S CONT. 11_DI 1 ++ a 1 ' 20 x12 MONO FTG. (2) MS'S CONT: I_q° O S. L N CHAIRS. I,_O,. wy.�NF(.�IZCi 1 , 1A F2T� I I 6 SCREEN UJ>4LL FTG. FORC1-1 FOOTINGS II II I, \ SI 51 1 1 DRAWN BY, G.S. CHECKED BY. DATE, 10-28-I6 JOB NO. EXTEND F0071NCs BY $ 4'-4n 5'-4'I we -O 11 -- &I -all 7 -oilIf-all o w/ (U EXTRA 05 CONT. —• _ 777 -7TH SLAB W/ (1) 05 CONT. —11I �'1 I I' I' e" x 8" THICKENED =T I I—II,LlIII II I=I , — TSI I— ri n '_ n I Ir (2) "5S CONT. •I SII I, III=I III Q 231-41125I -$ 21 4 W/ 3 MIN. CLEAR is" 8,1 s B1. I6, gT- < v EDGE 010'-41FOUNDATION AN ON-EIRG, SCALE. 1/4n —On INT o� R, BRIG, 1 - sl � a ,4S ST'S'. N.T.s. � 81 N.T.S. a o 0 32IIx 32 x 12 CONC. � 1/211 - 1'-011 N.T.S. ' PAD REINF, w/ 4 5 RODS EACH WAY _� II 11 II 48"x 24N 12 C NC. PAD REINF, w/ OF, m $" O.C, I CA EACH WAY 11 I/2 GYP. BD. EA. SIDE `----------------------- -------------------------------------- � ------ - -_I or2x4'em16"O.C. I 4.. CONG. SLAB I/2" J -BOLTS x 10" SPI + 32" O.C. BOTTOM , .0 24" O.C. MAX. 4 PLATE TO STUD 1 ENDROF EACH14 GRADE " P.T. BOTT. PLATE U ------------------' 1 II , II ' lb" MIN. EMBED.J ' I I—LLl •'• — — — — • e—.II—II—II DLII I I I I—I —III—I i I—I 11 e •• .. �I e • e I ITI f i I —I 11- I I—� DRAWN BY, G.S. CHECKED BY. DATE, 10-28-I6 JOB NO. EXTEND F0071NCs BY $ 4'-4n 5'-4'I we -O 11 -- &I -all 7 -oilIf-all o w/ (U EXTRA 05 CONT. —• _ 777 -7TH SLAB W/ (1) 05 CONT. —11I �'1 I I' I' e" x 8" THICKENED =T I I—II,LlIII II I=I , — TSI I— ri n '_ n I Ir (2) "5S CONT. •I SII I, III=I III Q 231-41125I -$ 21 4 W/ 3 MIN. CLEAR is" 8,1 s B1. I6, gT- < v EDGE 010'-41FOUNDATION AN ON-EIRG, SCALE. 1/4n —On INT o� R, BRIG, 1 - sl � a ,4S ST'S'. N.T.s. � 81 N.T.S. a o 0 I0' I - M24 -t Q o o D3 -DE "d' o � ��i I- II Inll .......... i ISA DRAWN BY, CHECKED BY, DATE. 10-28-16 JOB NO, I Ga SCALE: 1/4II = 1-O11 10'-0" o N QUALITY PRECAST COMPANY m ------------ - - - - - - Li ------- - - - - --------- - - - - -- h o .STRONG" ON SERVICE >, O no P.O. Box 11 - Brandon, Florida 33509-0011 V TAMPA DISTRICT ORLANDO DISTRICT SPRINGHILL DISTRICT DISPATCH DISPATCH DISPATCH M6_J 813.885.5815 Hillsborough 407.877.1000 Metro Orlando 352.798.2901 727.821.8227 Pinellas 388,228.2112 Volusia i I 853.425,3070 Polk n www. qua ityprecast. com i DISTRIBUTORS FOR. LOTT S CONCRETE PRODUCTS, INC. COMMERCIAL CONCRETE PRODUCTS, INC./ WEKIWA CONCRETE PRODUCTS M11 -J 4. _ JQ I 8 u LUIDEX 24 u DEEP FORMED d POURED LINTEL W1 (2) 05 TOP, MIDDLE t BOTTOM 0 6W ii W13 STIRRUPS 10 O.C..IU/ 4000 PSI MIN CONC. AND GRADE 60 STEEL FL 5092 QUALITY PRECAST CO. FL 1418 - RI 1774 - RI I0' I - M24 -t Q o o D3 -DE "d' o � ��i I- II Inll .......... i ISA DRAWN BY, CHECKED BY, DATE. 10-28-16 JOB NO, I Ga SCALE: 1/4II = 1-O11 10'-0" o N m h o C7 >, O �cTiy T V Ell - 6x12 S RUCTUF AL GED AR BE 1 1 %ox 2 STRUCTURAL EDAR EAM - 0 ,413 24" C.C. w US26* EACH E NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED 21 21 1 u 1 u 84 48 21 3�41� 21 21 THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL FIFTH EDITION, SECTION R301 DESIGN CRITERIA AND ALL FLOOR HANGERS ARE THA422 WI . UNLESSD NOTE OTHERWISE. IS) LUS24 NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR (2 2x12 P.7, INCLUDING ASCE 1-10: AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE w/ (2) 5/8" DIA. x 1, WIND SPEED 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 MPH (vasa) BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W N A03 A13 MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING �'------ -- 2. RISK CATEGORY 2 PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC Al.CHOR INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED I.JOLTS 0 16" 0. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP CONSTRUCTION TYPE SINGLE FAMILY RESIDENCE (V) ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ap APPROVAL VA O THIS F TRUSS LAYOUT IS R — /���N ALL 3 -PLY f-' D 4 -PL I 5EAM BOLTED TOCK T,1-4 fi� WITH 1/2 DIAMETER 3. WIND EXPOSURE ■ CATEGORY C — c, I nrn TRUSSES TRUSSES (TYP.) 6xfo P.T. POST (TYP.) 6x6 P.T. POST - 21&0'4"14 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS ----- -I r -I r ABU66Z POST / SLAB ABU66Z POST / CMU r FTOI .18 AND HEIGHT t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 -1 r 10/14/201(o 0 SIMPSON CG OR ECG POST CAP SIMPSON CC OR ECC POST CAP (TYP.) 6x6 P.T. POST Ql u - 1115HA5.5 / 11.25 POST TO BEAM POST TO BEAM ABU66Z POST /SLAB (y N N N N 04 C-4C'4POST O O 0 0 O 0 0 0 cl ID o 0 o a a v SIMPSON CC OR ECCPOST CAP TO BEAM RESIDENTIAL DESIGNINC. 5 68 GRAHAM AVENUE OVIEDO, FLORIDA 32765 1 I LUS24J FRAME wy 2x8 a 2 O.G. y d d 407-365-1125 Ell - 6x12 S RUCTUF AL GED AR BE 1 1 %ox 2 STRUCTURAL EDAR EAM - 0 ,413 24" C.C. w US26* EACH E _ 21 21 21 21 R x 611 LAG BOLTS a 16" O.CIt 21 21 SIMPSON HUS26 OR 1 -IG 2r6-2 AND ALL FLOOR HANGERS ARE THA422 WI . UNLESSD NOTE OTHERWISE. IS) LUS24 NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR (2 2x12 P.7, LEDGE AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE w/ (2) 5/8" DIA. x 1b.. BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W N A03 A13 MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING �'------ -- r PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC Al.CHOR INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED I.JOLTS 0 16" 0. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY $HALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ap APPROVAL VA O THIS F TRUSS LAYOUT IS R — /���N ALL 3 -PLY f-' D 4 -PL I 5EAM BOLTED TOCK T,1-4 fi� WITH 1/2 DIAMETER _ — c, I nrn TRUSSES TRUSSES m 401-321-1440 / 386-812-5098 / 352-551-4901 - 21&0'4"14 ' ------ ----- -I r -I r -i r -I r FTOI r -1 r 10/14/201(o 0 ERED Ql u - 2� 21 u u (y OR: 1 I LUS24J FRAME wy 2x8 a 2 O.G. y d d WITH (3) ROWS OF 1/4"x4,54" sr..5s w 12"O.G, -1 N TV 1 -2 3 -PLY 5EA 1 2 1_ 2 Al2 1 2 AT FTOI I 7 A02 N 11 II WITH (3) ROWS OF 1/4 xro SDS (2 2x8 F.T. LE GER .n O O - S OF AM FOR 4—FLY ROTI -E SIDES �3� R 5EAMS. N (I) WTS20 (L A02 04 (L w (2) 5/0" DIA. x 10" CA HtT4 SLAB / STUD = N � y' tt �t b' •t N A02 N A02AS A CHO BOLT II 16 C.C, L�1524 -, 6. ALL EXTERIOR WALLS t0 BE TREATED AS BEARING WALLS. 1. IFALINTEL STRAP IS MISSED, APPLY (1) HTSMI6 w/ (4) 1/4' TAPCONS FOR 1-115 Lbs UPLIFT AND (2) HTSMI6 FOR 2,350 8. MSTA36 AND HTS20 MAY BE INTERCHANGED. S. ALL GANGED (MULTIPLE) STUDS TO HAVE SP4. ALSO SP4 USED IN LIEU OF SPI t 61=2 x 2 1/4" Lbs UPLIFT MAY BE N _ Aoa N N N N N f v- A02 PER 10: PROVIDE NIP ROOF DECK SUPPORTR APA GUIDELINES _ I S AGGE ED HTT4 HTT5 MGT w/ 5/8" DIAMETER A.B. w/ 6" EMBEDMENT A02 ALL STRAPPING HARDWARE t0 PT LUMBER TO BE GALVANIZED A l l -j 1 -j <t p tt p tt 0 d 0 TYPICAL m cv p p p p O - O - 0 O O O 6x12 STRUCTURAL CEDAR BEAM I A14 J L JL JL JL 1. LIVE LOADS FOR FLOORS, DECKS, AND STAIRS IS 40 PS 2. LIVE LOAD FOR ROOF IS 20 PSF 3. LIVE LOADS FOR BALCONIES IS 60 PSF JL JL L ((L I ([L nn n (L L88 28 (L Q Q o- (L - I I , FTO FOR ERROR IN TRUSS/LVL DESIGN OR MANUFACTURE. TYPICAL THE BUILDER AND THE TRUSS MANUFACTURER ARE TO -__rAll `!-'---� -------, 1 N I i4 SPANS, PITCHES, AND QUANTITIES BEFORE ,o Le SU 28 MANUFACTURE AND SHALL REFER ANY QUESTIONS ON 2 2 N 1PTO!'MBHA5.5 2 2 2 2 2 2' 2 2 2 2 /�� ------A10----'----.-' ` , I 1 / 11.25 _ - rLU82 2x12 LEDGER w/ (3) _p^) N. I OF -11CO DIA A09 I ; xS +a 24" C.C. w US26* EACH E 12 1 4 ,I , I (2) 2x8 P.T. w/ (2) 5/8" LEDGER x _ DIA, x 10" ON SHEET "A8" R x 611 LAG BOLTS a 16" O.CIt FTO F TRUSS HANGERS A ALL ROO R ER RE SIMPSON HUS26 OR 1 -IG 2r6-2 AND ALL FLOOR HANGERS ARE THA422 WI . UNLESSD NOTE OTHERWISE. IS) LUS24 NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR (2 2x12 P.7, LEDGE AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE w/ (2) 5/8" DIA. x 1b.. BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W N A03 A13 MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING �'------ -- r PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC Al.CHOR INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED I.JOLTS 0 16" 0. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY $HALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL VA O THIS F TRUSS LAYOUT IS R — /���N ALL 3 -PLY f-' D 4 -PL I 5EAM BOLTED TOCK T,1-4 fi� WITH 1/2 DIAMETER _ — c, I nrn TRUSSES TRUSSES m 401-321-1440 / 386-812-5098 / 352-551-4901 - 21&0'4"14 ' ------ ----- -I r -I r -i r -I r FTOI r -1 r 10/14/201(o 0 ERED u u - 2� 21 u u (y OR: 1 I LUS24J d d A02 d y d d WITH (3) ROWS OF 1/4"x4,54" sr..5s w 12"O.G, -1 N TV 1 -2 3 -PLY 5EA 1 2 1_ 2 Al2 1 2 AT FTOI I 7 A02 N 11 II WITH (3) ROWS OF 1/4 xro SDS II 120,C, O .n O O S OF AM FOR 4—FLY ROTI -E SIDES �3� R 5EAMS. N (I) WTS20 (L A02 04 (L IL u UNLESS NOTED OTHERWISE - HtT4 SLAB / STUD = N 04 1. USE HETA16 C.M.U. t0 TRUSSES, JOISTS AND BEAMS 2. USE LSTA30 OR WT820 FRAME TO JOISTS AND BEAMS 3. USE Mt612 FRAME TO TRUSSES 4, USE HU826 AS I PLY HANGER AND HGUS26-2'AS 2 PLY HANGER 5, UNDER GIRDERS t BEAMS, APPLY MINIMUM SAME NUMBER THE NUMBER OF PLIES IN GIRDER OR BEAM. OF STUDS N A02 N A02AS Al2 _ N L�1524 -, 6. ALL EXTERIOR WALLS t0 BE TREATED AS BEARING WALLS. 1. IFALINTEL STRAP IS MISSED, APPLY (1) HTSMI6 w/ (4) 1/4' TAPCONS FOR 1-115 Lbs UPLIFT AND (2) HTSMI6 FOR 2,350 8. MSTA36 AND HTS20 MAY BE INTERCHANGED. S. ALL GANGED (MULTIPLE) STUDS TO HAVE SP4. ALSO SP4 USED IN LIEU OF SPI t 61=2 x 2 1/4" Lbs UPLIFT MAY BE _ Aoa N f v- A02 PER 10: PROVIDE NIP ROOF DECK SUPPORTR APA GUIDELINES _ I -N HTT4 HTT5 MGT w/ 5/8" DIAMETER A.B. w/ 6" EMBEDMENT A02 ALL STRAPPING HARDWARE t0 PT LUMBER TO BE GALVANIZED A l l <t p tt p tt 0 d 0 m 0 m cv p p p p O - O - 0 O O O Ao2 _ N I , 1. LIVE LOADS FOR FLOORS, DECKS, AND STAIRS IS 40 PS 2. LIVE LOAD FOR ROOF IS 20 PSF 3. LIVE LOADS FOR BALCONIES IS 60 PSF ((� ((L I ([L nn n (L (L (L (L Q Q o- (L I I , FOR ERROR IN TRUSS/LVL DESIGN OR MANUFACTURE. THE BUILDER AND THE TRUSS MANUFACTURER ARE TO -__rAll `!-'---� -------, 1 N I REVIEW TRUSS PLANS AND VERIFY ALL DIMENSIONS, SPANS, PITCHES, AND QUANTITIES BEFORE ,o MANUFACTURE AND SHALL REFER ANY QUESTIONS ON 2 2 2 2 2 2 2 2 2' 2 2 2 2 /�� ------A10----'----.-' ` , I 1 _ N. I A09 I ; _ N � I Aos i ' -- 1 �------ �i (1= (2) 2xl P.T. LE GER 04 cv w/ (2) S 8" DIA x 10" ANCH R BOL g 16" .C. ' , LUS2 -------------------:------il LUS24N ej el N - -A06 2.1.141114 JL J L xS +a 24" C.C. w US26* EACH E A04 1 - , I CV I I QI I A04 N N N N u li J L J L J 11111) 14 SEE SECTION At ENTRY SHING r= LOADING m. h, WIND 140 . p 12 EXPOSURE C 3 A04 1.5 ' BRC. 12 n 24 OVERHANG (2) 2x8 P.T. w/ (2) 5/8" LEDGER x _ DIA, x 10" ON SHEET "A8" ALL BEAMS 13Y OTHERS UNLESS NOTED ON LAYOUT. F TRUSS HANGERS A ALL ROO R ER RE SIMPSON HUS26 OR 1 -IG 2r6-2 AND ALL FLOOR HANGERS ARE THA422 WI . UNLESSD NOTE OTHERWISE. IS) LUS24 NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR (2 2x12 P.7, LEDGE AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE w/ (2) 5/8" DIA. x 1b.. BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W N A03 NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING ANCHOR B STAGGERS LTS 0 16" O.C. PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC Al.CHOR INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED I.JOLTS 0 16" 0. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY $HALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL VA O THIS F TRUSS LAYOUT IS R — /���N ALL 3 -PLY f-' D 4 -PL I 5EAM BOLTED TOCK T,1-4 fi� WITH 1/2 DIAMETER _ — c, I nrn TRUSSES TRUSSES m 401-321-1440 / 386-812-5098 / 352-551-4901 �t A02 _ ( V 1„r CONST. • MILLER C 1NS1O JOB NAME 0 LOT/BLK/SUBDIV 0 0 0 0 0 0 10/14/201(o 0 ERED u u u u u u u u (y OR: A02 WITH (3) ROWS OF 1/4"x4,54" sr..5s w 12"O.G, -1 N 1 -2 3 -PLY 5EA 1 2 1_ 2 - 1 2 2 1 2 A02 N 11 II WITH (3) ROWS OF 1/4 xro SDS II 120,C, O S OF AM FOR 4—FLY ROTI -E SIDES �3� R 5EAMS. A02 04 UNLESS NOTED OTHERWISE - A02 = N 04 SHING r= LOADING m. h, WIND 140 . p 12 EXPOSURE C 3 A04 1.5 ' BRC. 12 n 24 OVERHANG (2) 2x8 P.T. w/ (2) 5/8" LEDGER x _ DIA, x 10" ON SHEET "A8" ALL BEAMS 13Y OTHERS UNLESS NOTED ON LAYOUT. F TRUSS HANGERS A ALL ROO R ER RE SIMPSON HUS26 OR 1 -IG 2r6-2 AND ALL FLOOR HANGERS ARE THA422 WI . UNLESSD NOTE OTHERWISE. IS) LUS24 NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR 04 TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA - 1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W N A03 NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING ANCHOR B STAGGERS LTS 0 16" O.C. PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING; INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" (SCSI 200(o) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY $HALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL VA O THIS F TRUSS LAYOUT IS R NECESSARY BEFORE FABRICATION CAN BEGIN, /���N ALL 3 -PLY f-' D 4 -PL I 5EAM BOLTED TOCK T,1-4 fi� WITH 1/2 DIAMETER TO i5E (2) 2x12 P.T. LEDGE II w/ (2) 5/8 DIA. x i ANCHOR BOLTS 0 u 16" O.C: ROOF FLOOR TRUSSES TRUSSES ACVU SPAN TRUSS CO ■ 401-321-1440 / 386-812-5098 / 352-551-4901 LONGWOOD / ORMOND BEACH / MASCOTTE A02 _ ( V 1„r CONST. • MILLER C 1NS1O JOB NAME S KOLO WSK I RES. O LOT/BLK/SUBDIV 41(o ELLIOTT SA FO RD,r SCALE DATE DRAWN BY JOB NUMBER 10/14/201(o - -24 O.C. STAG T>7 -IRU �30L.T5 ERED Ao2 _ (y OR: A02 WITH (3) ROWS OF 1/4"x4,54" sr..5s w 12"O.G, N ON 50TH SIDES OF eEAM FOR 3 -PLY 5EA S A02 N 11 II WITH (3) ROWS OF 1/4 xro SDS II 120,C, O S OF AM FOR 4—FLY ROTI -E SIDES �3� R 5EAMS. A02 04 UNLESS NOTED OTHERWISE - A02 = N 04 1. USE HETA16 C.M.U. t0 TRUSSES, JOISTS AND BEAMS 2. USE LSTA30 OR WT820 FRAME TO JOISTS AND BEAMS 3. USE Mt612 FRAME TO TRUSSES 4, USE HU826 AS I PLY HANGER AND HGUS26-2'AS 2 PLY HANGER 5, UNDER GIRDERS t BEAMS, APPLY MINIMUM SAME NUMBER THE NUMBER OF PLIES IN GIRDER OR BEAM. OF STUDS N A02 N A02AS _ N 6. ALL EXTERIOR WALLS t0 BE TREATED AS BEARING WALLS. 1. IFALINTEL STRAP IS MISSED, APPLY (1) HTSMI6 w/ (4) 1/4' TAPCONS FOR 1-115 Lbs UPLIFT AND (2) HTSMI6 FOR 2,350 8. MSTA36 AND HTS20 MAY BE INTERCHANGED. S. ALL GANGED (MULTIPLE) STUDS TO HAVE SP4. ALSO SP4 USED IN LIEU OF SPI t 61=2 x 2 1/4" Lbs UPLIFT MAY BE _ Aoa N A02 PER 10: PROVIDE NIP ROOF DECK SUPPORTR APA GUIDELINES -N HTT4 HTT5 MGT w/ 5/8" DIAMETER A.B. w/ 6" EMBEDMENT A02 ALL STRAPPING HARDWARE t0 PT LUMBER TO BE GALVANIZED i� DESIGN REQUIREMENTS. Ao2 _ N 1. LIVE LOADS FOR FLOORS, DECKS, AND STAIRS IS 40 PS 2. LIVE LOAD FOR ROOF IS 20 PSF 3. LIVE LOADS FOR BALCONIES IS 60 PSF A02 C-4 D.S. CHEHAL, P.E. WILL BEAR NO RESPONSIBILITY Aol FOR ERROR IN TRUSS/LVL DESIGN OR MANUFACTURE. THE BUILDER AND THE TRUSS MANUFACTURER ARE TO REVIEW TRUSS PLANS AND VERIFY ALL DIMENSIONS, SPANS, PITCHES, AND QUANTITIES BEFORE ,o MANUFACTURE AND SHALL REFER ANY QUESTIONS ON SHING r= LOADING m. h, WIND 140 . p 12 EXPOSURE C 3 3-14/1(o" HEEL 1.5 ' BRC. 12 n 24 OVERHANG SIQUARE CUT 1 y ��>� 1 fi' � _R � D ALL BEAMS 13Y OTHERS UNLESS NOTED ON LAYOUT. F TRUSS HANGERS A ALL ROO R ER RE SIMPSON HUS26 OR 1 -IG 2r6-2 AND ALL FLOOR HANGERS ARE THA422 WI . UNLESSD NOTE OTHERWISE. IS) LUS24 NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT t0 PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA - 1-1995 "DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. W CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFE55IONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "GUIDE TO GOOD PRACTICE FOR HANDLING; INSTALLING, RESTRAINING t BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS" (SCSI 200(o) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY $HALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL VA O THIS F TRUSS LAYOUT IS R NECESSARY BEFORE FABRICATION CAN BEGIN, FPITCHES,OV HANGS H VERIFY SPANS, ER EELS AND BEARING CONDITIONS, ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY, TRUSSES WI UI T THIS LAYOUT. WILL BE B L PER , ROOF FLOOR TRUSSES TRUSSES ACVU SPAN TRUSS CO ■ 401-321-1440 / 386-812-5098 / 352-551-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER 1„r CONST. • MILLER C 1NS1O JOB NAME S KOLO WSK I RES. O LOT/BLK/SUBDIV 41(o ELLIOTT SA FO RD,r SCALE DATE DRAWN BY JOB NUMBER 10/14/201(o X5 13133 z r� O v O V1 DRAWN BY, Cx.8. CHECKED BY: DATE: 10-28-16 JOB NO. ii IA in • MEET OR EXCEED NOTE. THtS STRUCTURE A5 BEEN DESIGNED TO M G CODE UIR OF 2 014 BUILDING THE 0 LOAD RE �I TS N 1kIN Q E�EN TH . D I RESIDENTIAL nth EDITION SECTION AN INCLUDING NG ASCE 7 • 1. OND SPEED 139 MPH ULTIMATE VEND SPEED {Yult} AND 108 , PHasd (Y ) Z. RISK CATEGORY 2 _ IYR TI CO STRUCiIO TYPE SINGLE FAIL L RESIDENTIAL 3. ND ExPOSUREN _ CATEGORY C S 4. I TER AL PRESSURE COEFFICIENT FOR ENCLO EDBUILDINGS IS • .18 AND HEIGHT do E»wosuRE ADJUSTMENT COEFFICIENT IS 1.40 N t? 7"�►P a - p drp ' l+ rXPot+a' wwtiATHBR FOLD UP WEATHER 'µECHAMCALLYFASTEN A$ REBI$TNE RESISTIVE BARRIER 8 - NECESSARY IN CORNERS BARRIER TEMPORARILYNECURE THROUGH FLASHING r WEATHER • EXTIMIO0. RE mm SHEATHING : WRIER TAi'E saLPu'te ' ASSEMBLED 1 WINDOW) l s FLASHING „ DO NOT FLASH OV BOTTOM - NAILING FLANtbS HEAD RLAsmw TIB tN tN9TRLIGTI ONS: ' . . NOM. t: OU'I. fz0t4 UP A TquPO RAR L sawwwwHERRESIST:Y$ HEStVE1YPI (M% Ir WIDE) 9.FVIBMHGT08EFL!"X103E9ELFAU �t+4 _ BARRIUR ABOVE HEAt7BRTD, OW FOR FLASHING WRIER FROM MP OF WINDOW � I. RFTdOVE WEATHER FIRE 0 INS TALLAItON SILLrLA ' ' IN UNDER Z INSTALL HEM FLASHING 1 HIND M ORp�lAS SHOWN PY ttIJMEF3t8 WEATHER RESISTIVEBARRIER L NBTALLIRAS A FLASHING AND WEATHER RESISTIVE .INSTALL 3. FLICi71YEA1?1E{i RP,SISTNE BARRIERTO FORM WATER BHEMINO LAPS BARRIER BACK OVER HSAD s APE MSfuNGANp EALWRHT . TYPICAL UI/ifi�DGW' FLASHING DETAIL • hl. T B. •- FLABHtIJO ' GAk v CAIS t�-t ' FOLLOW h11rGR: INSTR. UAT14 5P;: I•. ARRE5 IGFs R t: ±x..: SIDING, �� ...r . PROPER PLOW POR r n Sl,� SILL PiATE �r .. d Y--0 d8[►YE ANY � 5TAI.R CURE LATH114 �0 PIPE $TSP ILL::={Z g SEENDTE1tI T+t?, � •��.�- wAU•t3HBATHtNC 1 • �` ri E, CRICKET z" x 1' Ifa" o. 11 * '1 I!i! U1 PLY T{,41L W d• ►. G. Nam: >rDG 5 Ii If Ilt r. 1. FLASHING TO BE FLEXIBLE SELF-AGHESNE TYPE (MIN. W WOE) Wnp rmn■de IS12,12 wm■p ratrrh . -�� Iu! NO. 30 FELT ti"ETAL L REAIDVE WSATI-MR AmwmumaolgAnd,N,43 mlIN*.2, PFrmva4boetischfj eased wi" r mhimuln rellerl ■tliehrnent fi■nlfe d7H E LATA 4 I/13 C EM EN rA T ICI US ao mAol-wwoord creep is e■r ■hat t>e mvWad rmr prey pte t■Irrd■earl plel■ trn rn erwlo+ tt cod NG � 3, INSTALL FLrsKmQ as SHOWN Anov� nwt�u h reloaderroe wilh AST74 C 026. TAe Made ted u,rt be pl■Is,o a d A hd,oe (102 mrd) rban IM MAh at 2 MRfI■■ mm1 Prrrd REiNF. IN aROLR'ED C©.LS 1 PLYWOOD [7 [� }itis MAY mw9bo in(Il i. INSTALL FLiL�NINO AROUND RM"MNO WINDOW UNIT I■elinruh etas■ and tre d e"Ihel "ll SR- "PP" water to dull td ttie elar+ot dI ¢Id G �lrt. P FIE N I H 6 E 50 EDT ITUTE01 S, WEATHER RESISTIVE BARRIER TO FORM WATER 9HEWING LAPS buidinp. Ter MeethIP""i■Tinl battier shat lop Me at,e0m■nL rWV%Tile e■terlor nt alma t+eap et>,aea. Irth mat rw.r era terrNrule a" ale epeet"tle tenpe '•!�' 'r' . n4 , .... a ro TRL'55Er; _ WEEP SCREEDS DETAIL z �, TYPICAL I`ASHING DETAIL AT SILL PLATS :: H OK KTP F T U•55 ��G'. R + ht T.S. — --- -- - ---` � � ' BdNO REAM @ 2nd FL. Y li t'SC)A 1�'I' 7ZrL2. FIR>rsraP SPACER _ STANnARd J'k HOOK i s ACCEPITASLE PREFERR 5Ec TY PICA[- WALL i 1RI:PLACE URI F I"111'i. 3 TO CC)MBUSTiB CQNi'1NUITY OF FIRST- AND SECOND -FLOOR l _ fi., ERiAi.. VERTICAL WALL REINFORCEMENT 1n Ii,..... i•�"r�dRTH 7/8" GEMENTITIOUS FINISH , • dry • . FIR.F-`-' TY � 4 , FELT/ PAPERBACKED MATERIAL LATH i.i A is t 1"�'"C 4.,� L. I R . •,. LAPPED MOISTURE BARRIER ' • ` � .I;,.; (HOUSE WRAP) � SHEATHING 'r e, J WOOD SHE � �/ � $ xB CONC LINTEL. DRAM _ .... ,.. » • f• WI 95 N I CQ T • •' a /1 BARRIER MOISTURE B fZ WALL TRANSITION) a 4 BELOW 1NDOD ' y y a DRIP EDGE 6 U GCI W G ALL 3 I✓1N f /41 . 11 ONS CQNG MASONRY . > • . • •a... a :•• 1: :1 CEMENTITIOl1S FINISH , UNIT j ' y Lu CONCRETE BLOCK In• rl s!a• Qid -0R SOLID CEMENT �t to • - 1 =; YaRT ,s NOTE: 1 _ EXTERIOR ACCESSORIES SHALL BE PVC . .. ,ALL MATERIAL CONFORMING TO ASTM STANDARDS D1794.' 09261 01063 AND D4216. 2—CAULK ALL $LI'L'T JOINTS, ENDS. ANGLES. - I B DOWEL t;J 1AGH DRi _ AND INTERSECTIONS AT TIME OF INSTALLATION. W/ 25" LAP CONTROL BEAD WITH DRIP EDGE ' ,,• - •FIN GRADE N.T,S. c FORD ,,AN LIP ` 4 PIZIVA Y ALL. W Z' CV c_c7 V ZW� Lu F-1 LTL _j=9GG GL ..+. W C13 I CJ7 C7 I''" Cly U3 Z CV I Q��ta Il'' 'q - (L=) w OD 0 W 0 w C-4 2 Z w Q W t— J i ! : : � � i ! : I I � : I I I - I I � �. � � I � i � � I � I I I . . . . . . I . I . . . . . . . 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Ar4'= I . . . . , r , , , . . . . . I I . . ... , . . . . , . . : . .., I , . I . . . ra , - . - - . I ad Fain 4"a KAU . . UAWWALERT rHWV= 94L I . , . .� � . . . . . . . . . . . . I . . I JIMALWAL11K rVA214MC MAA. I . . I . AT NOPOMM NXM ARM . . ., . . . . I . . . . I . ., . . . . . L . . . . . . . . I . . I . . .. . . : . . . . . . AT WJPPWCSW ZXW AID . . . I . G'C= PWAII PC" 04M APZ" . . . . . . . 1. I . I . . . . .. . I . I .. . I . . . . .. I . . . . .. . . . .. VLO000 00 61 a,% M" cm n0cm . . . . . . . . I . . . . . . , . .. .. . . . . . . � . . I . FM 60vin Amim cr Fwar . . um content of 'Moisture 19X ' ' - . . - . . . . . . . . . . . .. .. .. .. : . . . . . . - - mb 12 with . I . . .. I I .. I I . . : I . . � . I . I . . . . O'/� � - - r All Lu ' er Io'be Southim Yellow PW . . . ,. ___ __ .. . . . . . . . . ., . I . . ... . . . . . . - .. . . . . . I 0 , . I , 4 .. . . . I . ,; . I I . . . . . . ... . . . . . . .. ... . . . .. 1. .. . . . . . . . .$P .. " .. I .'�� -, .- 1. I 0 i . t .. I Wedbr Lumber to -be Viusure Treb,k Studs = %rQ0 K. I . . . 'I 'I.- . . I .. . . . . . . . I . ... I . . : . . . . .. .. 7 .'I . . 1. --- - .. ..... . . ... .. �-: - . , . . . . .. .. . . . . . � . . . . ., . . , . . . . . . . ,:, t . , . . . . . .. - SP4 OR ,§SP . . ,. I . . q . . I . . . . . , . . - j . . . . .. I I - I I .. . - . I I . . . .. . . '. . � , L . . . . '. . ". �- . . I . . . I. ..... I . . . . .. . . . . . . . . I I . �j . PROVIDE VAPOR BARRIER BETWEEN ALL NON ' .. . L . . I I , ... . . .. . . I : . I - . I � . . . I ... . . I . . . . . . . . . . . . . E I I I I : . I . . . I . .-, . . . . , .... . . . I �, ...1. " .1 , , , " . ; 0 .. .. PRESSURE TREATED LUMBER AND CONCR TE' . . . . . � : I . . . . . . I . P - . . . P . . . . I . . I . � - I . . . . . I I . ' ' . . . . � . OATTERNI . , .: , .: ,E: " .- * . . . . I . . r _142 M=3 .'.' . : - - Way I 1-% . . . . I , . . . . I I ,02F HAILING ,HK gjj.S.AT,&o o.r- SPAr . . .. . . 1. . . . I . . .1 I , , . . . . . . . . . . I . � I . I . . . . . � . . . . � . . . . I . . ANp .0 d.r- AX 3 ; : . - - � I . 'have bee . . , . . * ' _ . . WNM I - USE acl SUNia 614A . . . . . 111.1.1 .1.1.11, . . . ., , I . . I . '. - I , - " ' . . ... I . I I . . ' . . .. . � . . odugs . I . ... , . V SUP10101% I 2040 r. I . I . . e n desiLyned Iff 11 I . . .� , ... LL \ " I . . Zaa 2 . USE id Mia $14AW- NALS AT so O.r_ sivAct" (SUPFP0K= ED EM . .To . , . I .. .... , _ . . ... L I . . . . 1. I . n9rr_____C - . . . . . At= *I o.r- ATVOLD . . . . ann - of 2000 PSE ' - . . . I - I . - . I I : sze:s . . -- I I General You dMian-&W i 'g pressure . : . , - . . . . . I eno not MHO SWASK HA", - . . . . ..) * , , soil be . . . . . .. , , . . . . . . . I . . : - I. . . . . . . #1406HA-110 14ALS tiAy NK Us= IN WEU . I . 4 .. - I , ., -streasth of not less than OD P91 . . ., . . W) . . . . . . .. L 9AUM I 4 0,M AT WOM5 At= roo o.r- AT NOW, . . ... . . I . . . .,o r . , _. ,*.*:4 , . - , .: q . . - . - . - I . - . - . 1. AlYconcrat., slabs shall *IiM4 a compressive . 2-5 . I .. . . ... . . . . . i , I . . I . . . .- ,_ I . . i ' " . I .. . . . . . . . XxTgNom uw-L "L FATMWo . . . . . . . . . . . . I an 6 mil. vapor.hatrier over clean . � . . . . . .. . . . . .. :. ' ' . . I . . * L . '. . . . . I . . . I . , . � . . . . . . , . , . I N\%'--SIMPS13N'LSTAIe � � . . - . . � sK=21 2-1/4nX .Oslo j . . . . . .. :. , . . . r aw= 2-VLOX asi Amo PA . . I . . . I I .. ..@ 28 dayXI. . . . . . . . . . L FI-YWCOPI (FMDI US" " NAILS AT 0 o.r- SPAC4NC& fig"110,L-J - ' . . . . . � . .1 . . .,. Slabssball bereinf6rced with f1bermesh . . .. -- ... WIN....-- . . . aE)GW USE ad 44 o.r- rpAcm MXT11MOR WALL . . . . . I . . . . . .. compacted termite treated fill. ' . ' . . . I . . . I . . I., . . . . .. . I QD RAILS . . . . . . . =1 - . . " . RA"W"W" . . . I . . . I I . . . � a la" C= . . . . � I .. . 'PA . . Awlft . . . *2: Conctate footing shall have a compressivi-istreni0 otnot less than 2500 PSI . . . . . . . . . . . . .. . .1 . 20 n.00K HALING GED (aWl A9D HAIJ . . . . . I V . ... I . . . . I . . . . . I gALG AT gto o.r- ZPAONG AT ZO . . � . .. . . . . . ' I . , . . I .. . . ES .. 1� . . . ... .. ... . .. ulm ad FACMG AT pMLD (ISLUE AND NAIL) . . . . . . . . . . .. . . . . . I @ 28 days. - , , - - .. . � . . . . . I T. I . I .. ... . � I . . STAMMED . . . . . . U8jj VC1 K&LS AT O' 04- 6 . . . . .. . . . . I . . so - !, , ..., Reinforce roodhip vALh # 5 bam as Ifidicatiml All ban shall be defamed, and shall - . . . . . . .. " .:,." . . I . 1, I . . I . .. 1 . . . a Rows ... . .. . I . ' . . . . . . . I .. . I . . . . . . . . - C__yPSWftj50AFVNAW,9.rATM1* - . . I . I .. I .. . = *. .. ... . . . . . . . conform to ASU k3X5, agaba clean end ften from rust and scalr- ,- - . .: . .. . . .. . I � .... ... . : ,., '.�' I . . . . I . . I . . - . . . . . . . � . um B'd "ILS, AT -0 o.r- GFAc:Na. . .. . . . ... .. . . . . . I . I . I . vxlnp . aL lost 7.V. It * iv k 6COAe 4V . . . - . . . . "... I . . . .. : , . . . . . . . . . . . . I I . . . . . . - -_ I F " . . I . . . . . I . . . . . . . . Splices shall ov . - . .. .. . , . . . . . I . - - � , I '. . . . . . . I 1. ' . . . . � . : . 3. For concrete biock Wells provide 6ancrelis filled =119 with I - 0 5 bar vertically .' .... . . I . . .. ... . . .. SP4 aR *,SP- .. . . . . 1. . . . . . ' \.w -or-, . . . . I . L . I . .. . .. .. I . . . . . . I . ' chments shall '.. W : '000M W.Aw Loa noted as per - . " , . I . All lath and lath att�i be of - - ' - - - . I - - - . . -1 -..-- . KXST I WAM - - . . . ; can 0 nu CUB frum roo 0 n 8 to tic b cam at all ca , man and where atherw . . I I i . . . . . _. . . - . .. I I . . . I . I . " ZACM 1010 . .. I . I . . . ... . . . I I .. . . . . . . .1 . .. . : ... .. . ., . * I '. . - i . . . . . . . . I . .. " , ., .. . .. I . ., . , .. ., - % . I . ,- . I. . . - - - - -. , roundotion plan. - - - 1- . I . . . 1. . .. . I . . - . . . . . - I I I � . . . I . . '.4 ., I . . ,". 1�. . I . . I . . corrbiloil-resistant materials. Expanded metal or *oven I ' . . . . . . . . . . . . . . . . . . . . I . I . . ..,. I .... 1, .. . . . .. .. 1, . .. . .......'. . . . , I I I.,.. . I . . . . . � . . . .... . . . i A I - - ..: - ' 4., r=tmd slab ' . . . . , - . . , ..... I I . . % . . . . . . fw_� . I . . . . . = � f2bNOM-109-I&I P=W-. I I - W at door ope*p. - . . . . . . . . I . . I . . . . I . .. I . . . . . . . . 4 1 . . ... . . . I . . . whre -lat� shall be attachad,vitth 11/2 -inch -long (38 mm),11, - :' 599LRN&-Ih� . . . . . . I . . . . . - .. . . . .�.-... . . .1\ . - - . . . . . . I I I . ' I . . , 5. Extend slab I - W and Team -Vi" fbr sliding 3123a door'limcks. ' , , * � . . . .. . . . . . . . .... � . . . . . I . . . . . .. I . . , . . . � . . . , , . . I . . . . . . : I . I . .. . . " _ _____ - - 11 . .. . . . I I .. �' . .. . . . . . . . i I - . : . �, . . I I . . . .. . . . , , . . .! . .. :gage nalls having a 7/16 -inch (11.1 mra) head, or 7/8 -inch- , - - I ' ' . . . , . . . ... . . .... . I . I . No wood grade stakes aHo'wed. - .: . . .. - . . � . . . . , . . . . . . . . .. . . . . . . . . .. . . . .. . I I i . . . . I I .. .11 ... .1 '.. :* - . . .. I I . .. . . I . .1 ''I . . 1. .. ., , , . . . . .. . . . . . .. .. . . '.. .. .. . . � :. . 'ki . .. .. I . . . I . . I . . , '. I . I . I . , , long (22.2 mm), 16 gage staples, spaced sit no more than.6 . ... . . . . . , . . , . 1. I . ... . I .. . . - . .. . . . .. . ; . .... * . . . . .. � - L C3 � , , . ... . . . . . . I �, " . . . I . . . . . � - I . .. ... . ... . .. ... . 1. .. . 1. .. I � . '.1 .. . ... ... . ; . a ... % I . . . � . I ... . :, � ... ... .. . . ..... . AD EMARIN[r. w I - - -':. -- .. . . . . . I . . . .. . . . . . � .. -�anized . . . : . . . . . . . - I ALLa I . . . . 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I . .. *, . . . . " . . . . . I . . : .. . . . I . . N -t. -Y.1'., , -,-� , I . . . . . . . . . I . - : ... ... . I... "i" , . . . . . . . . . . I . I I . . I . . . . . . I . . I I . . . . . 1. I . I . - I I . . . . . . I . , , . . I . .. . .. . � .. . . . . A. . . . . , . : I .. . . . ... . . . . . ! . I . , I . . . . . . . . . . . : . . . � . . I I . . . .. . . . . . . . . . I . . . 0 . . . - . . . . . I . . . . . . . . . . .. I I I . . . . .. . . , I . . . . . �q . . . . . . . . . mum, - . . I .. , . � . . � . . . I 4 . . . . . I . . . . . . . . . . . . -;... � . . - . wr . . . .1 . . . . I . . I . . . . . . . . . . . . . . . I I .. . . . . .. . . . .. . : ; .. . . . ... I a . . . . . 1k - I ._1 .. I . . . . I �� . . I . . . .. . . . . . . .. .. . . . "" I . . .. . . I ===_ '. I . .. I . I I . . . . "BLE IM40 M . . . . . . .,�. I . I . . . . . . . . I . .. . .. . . . . . . I . . . . . ... . ... I L" - - - - . . . .1 I .. .. . e ob 04., A . . . . - - - - '. . . ... . . . . I H 0 1 . � . .. .: . , , . . - . . ., '. . . . . . . . . . . I Im V . . . . I .. . .. . . . I I . . I . I I ! I .7 . I a I . .. . I., 1. . . . . . . . . . . . '. . . �� 6to ' . . . . .. . .. : . . .. . ' JDAY . i . . . . . 1. 1. . J. , "' . .. . . . . . . . .. . .. . .. . . .. . .1 I . . . I .. . . . . . .401101wertl.11A . I . I . I I - . . I . . . . . . . . . .. I . . . .. .. . . ''. ... . , . . ., . , .., . . , T . "* �ATF CORMOR .2 . - . I "."WAF rs .9 ,P,r . ' .. , I -1 . '7 . . . . .1 I ... . . . FtY'INT �BKr - . . . . 81 ,p . _.W11A - . . . E I y .r,,,r41�C1Cj,r1dN-r '.'.. . . . . : . . . -1. . I . .. .1 - - I CONVENTUMAL FRAMING SPANS . . 11 . I I.- . - ___ A -1\ . . . . . . . . . I . . . . . ymmmwwl - . .. . .. . . I . . I __ . . . . , .: . ` , 'y 001OAt, X1 . . . � 5. KNLL SMCT. - I . . . pt-gl . . . I . . ... * , . ,;-,O�,, . . - ... . . . . . .. 2 . . . . � MAX SPAN e4'= .. . 1900 . ,P. 'r. W1 4 jb X .5 r,q, V (g) a I . . . . I . . ywvwi I , .: . . . � . M e,willd Ax I rpjz,rr�lt 0 . . . * .. . A N, ____ I yx . I . I. . . , I . . . , . , . . . . . .. . . . . . . . . . . I .. I . . . . . . .. I . . . . .. . . W017'. - - .. I - . . I . I � . . . . . .. . . . . . . .. . . . . . . . . . I I 4 am, I N. I I I . . . . . _. . . Xr .0 - I - 1. - - . . . I � VNIff. . . . . . 4 EKVM I . . . . . . . . . . . .. . N dvcu= . . E=Nd JCtrs I rum -etas I .. .. . . - A . if . . . . . , . - ... I . I I . - . . - . . K -V INKILAnom "Ri - . 1,14 . . . .. . RAFT0 XPAK". . . . - _ . . ,$,f,w .118. Ofil . - . . , . . . .. . . . . . Kmalm CZ*MzTdn . . . . . . .. 0,_ /C.Tjs . I .. R 5 a $4 . . . i .� . .. . 1. . . . . .. .. " - - .. I . . *1 . I . . . . CO -L . .. I . - I Zri I TMISMS , .. I . . I . '. . . . . . 'EtrNa . , . .. I I . . .. 9 I . . . . - - ZX4 Ur Lr- JV0 K%X PAR axe 12VZ 22140 KAX * . .. 0 240 0a - ----,- - � - I I . Feamonoz I . . . . I . . . . Z;Tlr= 14 V K%X SPAN _ SPAR . � "....... . . . . . . . I MOMS . I . . , I . . I . . . . PA rtriz * . , . , . . . ill! I H , - : . . . . . . . 0 E-0 I . I - WE 361= ZDT' MAX SPPA . , . 01 .. �: -ACE "BLE . . I . I . . � . . . - . 6.14 � . , . . . I . �i .1. 7. . .1 - TWK TFWW I tP,_.+,r.�_4D1tj, : . . . . . . ., . .0 . . . . : ,.1. % .. , ". - - 2X4 16- UZ Sryv MAX SPAN � . 4., 1k . I .... t , rIM TRM-A-1�1MMNIS. .. - - - - I . . . ... . . . . . . I . . . . - � .. \. , . . . a . . - 27.1 IS-= 13-3. MAX PAN. . . . . . . . . . . AWW . - . . , I . ZX4 241 0 _0 71' NAA SFAK - BALE 1410Z j&,fi#-A* SPAN � . . .. . .. . . . * I 1. . < .. . . . . . .. 1. . . . . . . I . . . . . ... . , . . . . w.r ce c -A -re-w,d . - , . . W 9 I , . r ri" . . I . :h . . . ..., Y -L . . . . . . . . . , I .*. I . . . . . . I I I . � . . OLEN-W pX6 24,= U19, KAX VAN _j6a_ . . . . . 9 . . I . . . .. � . . . . . . . . . . . . . . . .. . . . . . / . I . .. M r4.4 Q :'' , ... . . . . - - .... . & IV AZ 14190 KAX VAN =10 Ip-= 19-11- VAN . . \ I � U 8 . ... . FM &VAW W . - �� . ..... . I I . . - - - . � . . IN'd .� N I . . . ITS, PAX SPAN- ex . . . I . � . . . I . .. ... . . I . . , 0 - . � . 2 . . . I . . . . I . . axe Irtm . . . I . . . . . .. . . . 11 . . . I . . . (0 x� ;c.: z, 'i " y I _. . (_ R_d�ja J, . .. � . . . . . . . .. . . - wd 167�z W11. MAX EX0 IS= 1713, "A% SPAN . . . . . 21�-�09 I �--7/8" stucco over ga - - - - - . .., * '' ' . � . I. I . . I i w -./,,A/%., . I. . = . 8 , . r- L - . . ;oViatumm . . . .. .. r" � 10 . an IS,= 17*7 KAX VM SPAN -...�� . .804 .. . . . . . � r% a I . . . . MC . . . . . . .1 _. IV,Iuiz6d lath over ISM felt , �- . '. .11 . � . . I A . 1. ... .. . I . t j .. . '. - . . . I 0 6 , . . . . . I . . __ . . . . . . . . .. - I . . . I . 0-1 .. . - . . ... . . ... . on . . 1. . . . . . M N D� . . . .1 .. . . . . . 'I' KAX SPAN . � . over hu use Wrap over 7/101 OSD gyp.) . . I . .1 --- � . M M 1, I . . . . I . . . "M ft". . . .. SPAN + RZA 24' =9'6* MAX SPAN 1XID 24qTIZZ 14'1* .. I . . I � I I/ I , . I .. . . . . , I I . . . I .. . . I . . . . . . . . . . . . . HC . . . P tl = I : .. . . . I . . . . ____� mm 121 = I 9W MAX SPAN - . . 4 V,eepr. . . . . . . . . . . . , ...L .f0o. C-COSO� rolaLa) . . . so , . I . . , . ?w SPAN - - . pli Puar,rLw- . . . I . . . 'r "' . . . " . . I / . , . . , I . . . 11 I 998 14'= 02' MAX - . . . &%% 04 roupep cru - � . � . I . . . , 11 2X10 12*= 2411; . . . . . L wswrwp :. . .. . . . %I . 1. - ' . I . I . &ToAWA1W..- - - - '. . - . . . . . . . ,_ la,j,el . . . . '. * . I . .. . . - . I I . . I . . . .., � . . . I Zoo Irac, arl' MAX SPAN as 16* CZ 36171 KAX SPAN ____ :4 ,r . " I 0 . I . 1.2 41ill ' _,r Iff . .. . , Y 10 . . . 'f<JVe'Ktd,44Z . . . . . U, I Nil , . � . ,; .r - - to'ov 4, �F_ , . I . ; . . I . IF . . . . .., ow - 14OCK - , . . . . ,4f ,e / kf-,47,1 I . 2X4 01 A&S. 13FEAM ?,got . . : 0. C.�- . . . . . 2. -G,fe.",Vq.3.W . , . . . .1:)1:y"4. . ... ���ZJII�� � . . . . ., . W 4-NAILE-o M - . � . I . . .. . . . H H in , ....:, r . . MAX SPAN an . I I . . . I . . . . I . . .. . .. . I .1 . . . . � ..� . .1 P a e A : I . . I ____ Zt� �11/ �f - , : * * , I-" a"r_HUVjAg,s, - .. . . . . <' I . . .. . . . . ,0,6 . 'r � . . . . j . G� 6 .a Ll . . i I . . I . . . . - .,W, .... . = .. . . . . . . � . . 1XID P-41= -in, 940 EM IX'P KAX SPAN , , , * &Z P9X-d-A,1AIL-f .. - ,., .. 4 14 Q . -_ - . . . . . . . . .. . .. .. . - . a � -r- I., . . I . . asw-MAX VAN vait ir ar- .9- MX SFM I - . . I . I .. . . ov - .. . . . . . I * P4"r 2-5AYS . . � % . . . . . . . . . . . . I . . . . . I . . . .. . 1.1 . . . . V . . . . . . . . ___ __ - I .. . EX19 Izq= ge I . - 191" ,57'ldf, ::;L/--7__�'.r K . r/ .�,p W . . . . . . -Wig PLATE 41 , - , . : P 991 - - . . .. . . ..': ����, - - . . . __ - . , . . . . .. . . I . .. I . t9L. .lx4 I - . I I . . . , . . . 9- MAX SPAN . . . , , - - - ' 0 ipr . . it . . . . I WMFg" SP2 d J, nq .2 -f - 6).32 0.* .. . . . . . . . . . . . .. . I . . . Moa IS.= U-00 MAX %PM 6, = IV' . _. -- L A,g 1, f . 2X4 13LCCY-Wa * 480 or- . ... . . . I . C, 1. . . . .. .. , . - - -- Wit ---%. . A . . . . . . . . . . . . : - . . . - c4mm 11A,11 - , ., I we If - W,X SPAN I . � . . .0 . �. , . . ; "wM-cm . 6-.& - . . : 50 Vall 84, = 16#1 ----I f5w.em .. .. Y'. I ,W.1N,P11# 94POA A _ . . . I.r-r a ZA . . 2" r -T, MATIS W/ WTO . I . , . . .. (3) X -S "I - -r- . .. I . . . fl I . . 1, : - _ - , , . I .r . , . _;_.i-..- . . , . . . . . . '. 1111 . . Uni 9400�79MI140 1 . . I _X 10 . . . . . .. . I . ? .. . � 0 10 - , I - Tj A(4 mwl pe -p- work - . 0 Roop 4.cml "a . LM . . . . . . . lb . . . ons at I r_U 709onry . . . .:.,. __ Wjj"M" yo.LOV piNe BEIM LUAUS .1 RIF -0 L I ... . . .r. . . . r1f, . . .1ANogm SOLT WMLVQ� . . . . . .... .. . � .1 . . . . . . . . . .. . . . . . I ... . . . . . . . . . . I . . .._�1111111111111 .'111 . . . . . . . . . *% NOTO I . 1, ni� i2 - Ai igL�. - I - os)pa: c..r . . I I . . . . . . . . . ... . . . OD a, a. r-41 - . . . . . . I . .. . .. I . . 1, . . .. I . . . . .. . . . I . f-104.ze'p. C.Twe - . � .. . . . ,.. - . i . . , . . . . . I .. . . � . . . : . . J .,.,4;4 . . . . . . . .. . . . . . I I I . . I . . . I .1 . . rnsiLwl . " .1 __ - . I . . . . .A . . I � . . . .. . . . . .. . . 1. . : I . . . . I I ., . . . '' , I . .. . .il . %"&== . I . .. . � . � � . . . . . .. . . . 1. . . . . , - . qtz- spa. &,.CX5y.A , . - I . . . ...'hi, .0 � :.1 .... . . . . . . . . .. .. . . . . 1. . .. . ! . . I - . 9 - . . .� . . . . . . . . I . . .. . ..: .. n: . . . . .. r . . . I . .. I . . . . I -_ _.. .. . . . . , . %. f . . .. . " ; . I . .. . . , � QA L , . . . . . .. . . . . . . . ... . . ... ., . . . . . . . . . 1. .. I . - '. . , :,A . . _.; LM '40, - -W9%--i DC-WL� tvvs. . . . " I . . I I .. . . .. .1 . . � - . .. . I __ �_ __ - __ - __ . 1. .. . I . . . . . . . I . . . _.. . . . . I .. . . ... I .. % . . . , ; . I . I . . I ... I.. . .., . . qe . - . i I I . � '. . z - . . I . - 7 I . � . , �-, I - . . . I . I . ... I . . . . . . I I . ; I . . . .. I . . . - % . I . .. . . � ... . . . . ' . I : . . . .. I - . . I I . . ': , . I 4 : - , . . . H rq . . . . . . I . . ... .. . . . . . -_ . = I . . . . . � . . .. . I... . I �'�=L 0,f A-14 - j*/;- b - - ' .. . : . .. .:. . . . . . . . . *, . :. - I ., - I . ... I . . . . - I . . . .- , - . . . . . . I . ---� U-2 0mrrv,LLOH r) . . . : I . I . . . �. I - aw.. . . . . . . . 1. : I . 1 7 ; I . . U1 2 . . . 11 . . I . . I . . . '. . . . . .:, wirr 14' . . I . . . . . . " .. . . . L . I . , . ... . . . . . , . . . . . . . 2m4. STU25 0 W 04 . . I . I . . .= LIJ LU . . . . , ': . . aft r -lou- 10 014 . . 1 " - . . . . I . KV In =Kj" - . - I . . L . . . .. . . �* " � - , ". . I)f -zxzr- iv�- . .. . . . . . I . . . . . . AmchorBalts, . . . . . . . . I I U _j > a! I . . : . . . . I . . . . . . I . a << * . . . . . I . . �. . . P , , . . . I .. . I . .. . . . . . co I .. . . � . . I . . . 7 ayx x"R .r,e.1r,- - . .. . I . . . . . . . . Ali AnChDr.bolts to have mfnlwnm 7" embedm6it at sM plates . . . I L . I . . cc . . "W; .. . . I . I I , I - . . . . . . . . I : . . . . W. z 11). %_ a r7 W I I lq� 01 6%V I . I I . At 7 WIN ' ----.-I,. 1 . . . . . . . . . � . . . . . . . . . . . .'I . . I .. . I . . . . . . . A/"Z M -6 � % . 1. I I . I . W00% . I . , , . . . I , ,.,..., . . e, W/fp ,/.#N,f ,s1V,6P,0A rig , . . I . . . .. . . . . . . I I . . . .. . . . . I . . .'' I . . 0- ;t z I'-. .; . . . I . . I . . . .. . . . tn .J W t- Cn -_ . -_ .. . �,ry-;�JX W., *%Py % g'14L 41. 6 Zif- . I .. . . . I . . . ' . . . . . . . I . . . . . . . . . , . . , I . . . . Zwo . N f, I - __ .. .. . 1. I . . . . . . . '... . . I I > ju =) .. I 'Al. .. . .; I . . - LU I . 1 "L _hflh . 1� %i -W... ?c I ! I I . . .. . . . , � a. . � . . I *. , .- ...I. _, L .., - -A 11 . I . . .. I I . .. . 0. C. . . . . . I I . . mindows: . I � . . I I . . I : : I . . . I . . * . , I I . I . All. windows to meet U -factor (0.4) and MGC (025) - , N . . ... .4 .. . I . . -; , . . . .- I . .. . . I I . I . I . . . .. . .. . .. . . . r. U. C) =) to I 4 . I . . frolif,f ,iII11.1*0 I . . . . - .. 41. I . ., . � _. . . . . . . I . . . � . . . . "CIL . .vf I .X - . I . I . . -- - . - . . cd 0 13 V) Uj �; CL .. ,TrAJCoC' - - - - . I I . tj_ � b . . . . .�; . . I , - I . . I . " - I , � . ... . . I . . . . . . I . . . . . . .. Isalk . . . . I i . L ZT-4 S=9 a 16, O.C. . . . .. . 1 . . q: V I �S. . . . _ . . . . . . . . I . . .. I . . . . . I . I/ . 7. I . . . . .... . . I . . I . . . . . . . I . . 1. . . , , . . .� L I . . : 0 0. A . . . . . I . . . . . , . . I . . . . . All lath and lath attachments shall be of . . . . I I . . , . . . . . . . . . . . - 6.4,9.4dir 411114fl- � ., I I . . . . .. . . I I .. . . . . . � I . . . . . . '. , , .. . . . . I .. Q to. .0 .. . . I I I . . - / �1. - . I I . . I . . . . . . I .! 'carrbsion-resistant materials. Expwded metal or woven - . . � .. . . I . . . 4 MJA7,( t . . ... . . . I . . . . '. . . . I . I I . . . . . . . .. 2 . 1. . I 2 . I I - , . , . I . . . . . I *: . . . . . . I . I . . . . I I . . , . . . . . .. . . . . . �,DIN ,. Uj . 7111 :'.. . - . I . . . . I . . . .. . . . I . . . I . . .1 ''. . : ,iri, rxlw. . . .. . . ... . . . . . .: - . I a .- . . . I . 1. - .. , ., . . , I . . 00 . � I . . . I � I VI / I / I - - - .. - .... : . I . . . .. I . . : . . .. gage nalls having a 7116 -inch (11.1 mm) head, or 7/8-hich- . . I . It Is . . . . . . . . . . . . . . : - . . . I " ", .,.. . .. .. . . . . .1 . . . . 1. . � I . . . .. . . . - I ". I. 1 I . . I . .� I . � . . . A I _* � wirs lath shall bi attached with I 112-j�ch-jong (38 m=), 11 . . I . . I I . . r� I . . . , . . . � . . . I I - long ('-72-1 mm), 16 gage staplits, spaced at no more than 6. . . . P.T. 2,44 4c*cr. "Iya.4XIO A- 3 - - - I .. . . I I % . . P,.NFoqo 0 . . . . --y . ., : � I . : .. . . . I . . . I . . . . . . . . . . . . . . . . '. 61f X KAS,NIM 0 24M 04 W . .. . I - I . I . . . . . 1-1 - " � � ' . . . I . 2W" OR 2000 OR -21W A . . � ..'' I .1 . . I I I . I . I .. . inches OM min). . . . . I . r-Impsca Sm 4 a z It - * . . . ;W`�'4* CONZ. pLOOK r ' ' �.�/ � .j . . �. I . . . . . I . ., : . . . I . ... . . I . . . . . . . . . . I U-9 I ',I, , I . . 1. , . . . . . . . . .. . . . . . I . . . I I 0 o C_ % . . . ry Sms Mom pl.w.1.1, 0VW _�, , . . . . . . . .. . . � . . . . . . . .. I . . . I . . . . , \ \ .. . . . . I - . I I , . . . . . . . . . . . . . . : � ARI . . .. . 19 q3 - . . . . I I � r . 6 "L. VAPM.Lr_�FMaR ON - . - _1:1 . . I . Ar. M . . . . I ... I . L440 V. Id Aaawlv ... I . 19 , AL.f kl* .. . . 1. I . I . . . . . . .. . .% . . . I . . . VANAI WASM 0 ,Z,f 0im ..., . � . .. TIN;FS-o M04- - . . . . I . .. I I .. . .., .. . . .. .. .. Weep screeds: A . . . . . . . . \ . . . . !, "�'N, CCHPAC= I -ILL I . .. - : , �;�'-, I . . . . .. . .�� ,��. . . . : - MRArEM P= -ftMWMAWAFZ . . . . I . . . . . . . . . AiCFAT C4W4M " NO* ' - . . - . . . . I . . . . I . I .. . . % ro. a , - . . I ., . .. . . - . I I . I . . � - - .1 . . A mirilmum. 0.019 -inch (0.5 mm) (Noa6 galvautzed sheet gage), corrosion-ralstant weep . . . TORHITW . . . . . . . . . . . . . : 'T. 6,;j, "I a 7 : P jo,;d . . . . . . . . . I I . . I .� I .. I.. , . . I . , . . I I . . I I . . . p . . . . , , , , MPI . . . . J 1� A . *Screador Instk weep screist . . . .1, with amirshnula vertiCalsthachment1laufft of 31/2 inches (89 . . . .. I . I .. I .. .... . Ll ., 4_E:2:Z tLM9- PWOK . . AWN - . I . . . . I I . . . . �=) shall be provided at or below the fbUlddllftn P12t& Rae an exterior stud wi Is in . . - , ;!T--"-N.L,\ " - _: L, .. - . .. . . I I . e2o" 81" U_ I . I . . . I I . . . . . . ... , ., . . .1 . . . .. .. . __ . . . . . . . . I . . . .. . . . . accordance with ASTM C 926. This -weep 3c dshaUbaplacedaminimamof4luches(102 . . . . , . , .. ... . , . . . . . . . . . I . . . . . � . . . S � h . . -'sz, � -. --%-. . , , CM To FRAM . I . . - . . . . .A.,"" . . 1. . . �- - - . . . . . I . ram) abo�e the earth or 2 inches (51 mm) above paved areas and sh I . V. .,. - rop. I 6 , . I . . . . . . . . . � . . � allbleofatypethatwill . AIR P`CL*0A'TIO" PLAN .%. " * , , '. . "L. . .& . . . . . ,7't-'W0K%R: � . . '. I - . . . . . . . . . . . . . . I . . . . . . . . � ,: .. . . allow trapped -water to drain to the extatior*of the building. The welther-resistant barrier I FOR R, . J, 11 . 0, - - .: " I..� . . I I I . . .. . . . . . . . . . . . ... '. . . -FIVarnHe 0WAR& .Q, . .6 - . . It " .. . . . . . . . & 6 " I .. .: . I . � I . . . . . . . . . , . I . . . . I I . I . . . kl I ., I ,:_., . . . ""MoM----&rs_-." I . . . ... . . . . . . . 11 ZI .111X_2L F . . - OVeK . I . . . � . . . . I ... . . shall lap the attachment flange. The exterior lath shall cover and terminate on the . . . � , . . . . . . . Woo sn=4 mmm . . - " P I c-o,� X - . . . . '. . . . . , , % cjwrm . . -, I . . 12 ___ .�j,,'- %4Le.7 . . . . . attachment flange of the weep screii& . `w - , -%:�.,� '.. I .. . . . 40 RIC)" A3rp P-6- 5" " , . e - - - - %. - - � , . '. : . - P,16M BACXW �A;TH a IW . . . . $ - . . . . . I . . . . - % . . .. V I . . . . . . . . . 14 -�'% * \ . 0- .7 , . . : . .. � .,�� - . . I . .... . . . I I . . . , . . %�, %,� I . . . . . CM S"mqoa K*2x4 . .. . . . I. . . . . I . . . I W;-S.;f--Ri. . � . . . , , . . . . %��, I< I ... 471.1�2 �;� % - . I . . . I . 2>0 Kwilres. . . . . - � . _�_,_,�,� . . . . . . I . �', ... . . . . . . . . ,:., .. I " . . , , . 'Wo"..- _� . I I , . . - �---�----,�-�-' -, , .; *:' . . ..... . . . . Im . 1 . . . FI; . . . . I .. .. . . . : ,-.*,.-...;;n-.-. . . M%Amrma mri I , . . . I . . . I . . ... I . . . I I . . .AWN* e. - 441 a . �� . - 0 2 -Ap I . . . . . . . . . a barriers: . . . .,�.. , I . - t Ar� ne.io I - , - . ., O.C. - . .. �' , . . . I 1. . WAtar-ras . . . .1 . em .1 SALV. t WNIAL PI to , - __ ---.- 0 . . I . . . . - - , '' . , . . . , . . I I . . . I . . . � , .. . . I . . .. . . .. . . . Witee-resisdve buriam shmg be Installed as re . quized In. Section R703.2 gad' . . . . _ . .. , . . . ... . . : .� LN . . .,-' AV &.WM4t.ASH*&6 , - , ___ ,,� a - +Q1,V.,5P0jN - - - , .. . I I , where applied . ... . . . . - le- . %.% . . . - , , , . . ` I .. I . . . � I .. I I . . . bverwood-based sheathing, liball Include a *atar-reshth,*vgpor.p rri . . . . . .�. . . I . I .. . � . I I . , . . . . 6, 0A?.AAZ9- .. '.., I . ;p�,.).- .. - .1 . . .. . .. � I., . . � . . . . I . . . emestblebit erwitha . r I . . KAlse4v , ' . .. . . � I . in' In "N"Mm.110- - , . . . smW4 91 0. 0, - f v::�, t 6 t5qAr I , . I , . I ; 40. . . . . . . . - & � am- . . I . . . : :.� : '' I , ; e , 4,z4CO? INY. 5". . I . � . . . . . . . . 11-10 .. -r . - - - . . . . . . 0=3 an . . . kSALL '61!aT . . . . . . . . &I .0.2 =Tcm , Qr. ... . . 1. . I . . . I * - .. I ' - - '' - - I . . . . . I . I I I .. p'rformance at least equivalent to twelayarsof GradcDimpdr-Thalndf�lduallay h - 1. . - . . . . . . . . .. I .. . . . . I I . I I . . . I Is !4; wl= I - . . . . . I V*^!�- . . . .. - . - I I . ' . I . .. . . � . . .. . . . " .. . I. . . . . .. . be installed littlepeadently ;ach as each layer praddes sepirate coaftuous plane and my . . I _.%,.%Z;'jQ,- I _____ - .. , � . I . . . S 6,r " / . . . . . . 1. . . \�;� . .. - : . . . - . . � ... - . . . . . . . . ra n w te . . I - . _ W . I . . . . , � . . . . . .., . . . . : . . . . . nahit- (Installed In accordance with Sectior. R703.8) Intended to d I iothe a r- . ' . I . . . . . . . _J11*7 1 I . . � . �.. 'I', .. . . . . tp . . .. . . I .. . . . . . . . .... . . . . .. . .. . ... . . I . . . . . . '. . . . I . . .. . , I . I I .., . . .. . .. . . .. . kesistive barrier is dimtly between the layers. I � . . . . .. . . . . .. . . I . D.s."VINDER" CHEHAL, P.E. " I . ` . . I I . I . . . . . . . . . - . . . ' . * ' . -L . I .. ... , ! . . . . . . . . . I . . , . I I .. . . . . . . . . . . . .. 624 DOLIGLAS,�VF_ STE 1418 . . , , . , .. . . . . . . .. . . I _2X& rorwI.LAM TIE AT. * .. 11 .. . . . . . . : . . . , . I I . . . . .. I . ... . . . . .. . . . . . I . .. . . . . I I . . . i I . . . I . I : I . . (R.4 go O.C, WhIL W13- 100 . . . . U. COX41' L .. . , . .,. .. . . . . . . . : - . .. . . . . .. . Exception: When the T�ater-reslstfte barrier that ti applied overwood-based sheatwag .f. . . I . .. I ALTAMONTE S PR I NGS FL 32714 . .. , . I . ... . . .: . . .. � . .'. -, . .1 � I I , .... . . .. . . . . . . . .. . . . . . . I . . I . . . .. . I . . . . . .. . . . I 1. . 407-9514529. . . . . .. .. . I . I . LS MACH " . I im C.hOq . . . . . . . has a water resistance equal to or greater than that of 60-taiamte (;mde D paper and Is . � . . . . . _,� I . . . . .. . . . MAI. .- . . . .. . . . . . . . . . ' , . . . I I . . . 5;. .5 - - . .. . . . . . . . . . . . I I I . . . . . . I . . . . . I .. , . . . . . 1. . . . . . I . . C� f'%4,S '-,.' . ... . . . , . . I . . . . . sepnrated from stucco by sea Intenening, subs=tlaJlynanwnter-:Lhsorbinglayi!r.or . . .. . . . . � P�79118 - ' . � . I . � . . , Lo 10 JM tsr A . . I . . I . , & I e, " 0 f- I . . . _. I . I I . .. . . . . : . . . . . . . .. . . ^ * .. . .. . . I . . . . I . .. . . . . . . . . .. 1. . I . I . . , . J'NG . . .. .. . . . . . . . I . . . . .. �1� I - , .. . 1 -4 A' - N CE TA I I I . . . . . . . . I . . . designed drainage space . . . I . . . I . . PIRAM I- .... � - . I . . . . . I I I . . � I � . ; � I . , ." " , . . k, , , " , I - , - - F - -.-- - - " .-. .' 'kHt I I t_... , , 7--'......) . , t :: -_ 'I iv ='A- %a - " '6mi) ST A HAR�7(N .T WA na ST I ST 0 MD I . �CA EACH '� . E!7_�� �1 __ -) __ I. 14 -7/. - - A" 4 .%"-- I I , _ci *.,,.;P,-. - I 0 F � ��a & . 'i;I qig . 51 1___U I ., &M. . t.A01QN\1?. . . . . . I . . . . I . : . . . . . I - K ASHIN0 I - __ __ . I __ . . .- . - PI'm . . . , _ - _ . .. . . . ... . ... I . . . . . . . Ty"10 1L 0 I !� . ____ -_ . -_ . . I I . ; �� _ .. N I -,L-, � . - . . . . . I . . . -_ ,- __.. - -,-. .. -- . .-.-.- I . ; -_ . . = - = P -M. , � . I - . ------- I . .. . . . . . I . .. = . . . . . .* . . . . .. I ., I . . . . I . . . . . . . I , I . . � . � . . __ - .I . . I . . --L.---- .. .. . . - - I . .1 � . . . I I . . .. . . .. . . . . I . . . . -_ -_ . t . _ . I . . . . I . . 11 . . , . . . . . . , , I . . . ..", I .. . . . . .. I. ... I I . . I .1 . . . . . I . . .. . I . . . . . . .. I . . . I . t I . .. . . . . , I . .. ... .7 1 _- -__TqNjV_-q9FqPNF�.. I . . . . _. P I _� _ --_ . - - - . . _. .---I--- I . , - . - - . . . - - . . , . . . . . . �� . . . . . . . I � . - I I . . .. . � .- __ _ - - . . I . : : . I � , 11 � I � i� : : ! � � � i -- N Lo 2 m