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777 VECUNA RD - ADDITION BASIC DESIGN CRI TOR I,'4 DATA AND CONSTRUCTION INPORrVI TION BARRIER REFERENCE: APPLICABLE FLORIDA BUILDING CODES 2010 WITH LATEST SUPPLEMENTS, 2008 NEC, 2010 FFPC TAPE ' SHEET NO. DESCRIPTION OP SHEET CONTENTSFBG 2010 (EXISTING BUILDING) SECTION 404 ALTERATION--LEVEL 2 :::::.. ::::::: :::::: : .. ............. .... 404.1 SCOPE : -1 4A ��SI DAT4 �ND NOT S, SITEPL4N� UIN OUINST4LLATION, ADDITION FOUN ATION PLNLEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR 1L (� ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF _ 0 QUI A 2 ADDITION PLAN/ELECTRICAL WALL SECTION ADDITION ELEVATIONS ANY SYSTEM, c� ADDITIONAL OR THE INSTALLATION OF ANY DD L E PINENT. (ASSEMBLED WINDOW) A-3 DETAILS, ROOF FRAMING PLAN, ADDITION ROOF PLAN U � OCCUPANCY: SINGLE-FAMILY RESIDENTIAL CONSTRUCTION TYPE: TYPE VI-5 U1ALL SHIEATHIING - ROOF LIVE LOAD: 20 PSF _Q WOOD STRUCTURAL PANELS USED AS WALL SHEATHING SHALL BE INSTALLED IN ACCORDANCE CODE REQUIREMENTS DESIGN SOIL LOAD-BEARING CAPACITY 2,000 PSF AND SHALL BE ATTACHED TO WALL FRAMING AS FOLLOWS: FLOOD ZONE: X Lu 1. Sd COMMON WIRE NAILS At 4" ON CENTER AT. EDGES AND 6" ON CENTER At FIELD 2. ad COMMON WIRE NAILS AT 311 ON CENTER AT EDGE AND 411 ON CENTER AT FIELD AREA OF PROPERTY 1,454 SQ. FT. IIII WITHIN THE FIRST 4 OF OUTSIDE CORNERS Lu (y PAVED AREAS 289 SQ. FT. EXISTING RESIDENCE AREA 1,930 SQ. FT. ROOF SHEATHING SN E ADDITIONS AREA 311 SQ, FT, WITH SECTION R8032.3.1.FOR WOOD ROOF FRAMING OR IN ACCORDANCE WITH AISI 230 FOR STEEL ROOF FRAMING. 0 2 536 SQ. FT. ......................................... . R 80323.I SHEATHING FASTENINGS.IMPERVIOUS AREA PERCENTAGE OF LOT COVERED 34.02'x° WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED t0 ROOF FRAMING WITH ad RING-SHANK NAILS AT 6 INCHES WIND DES!GN DATA HEAC) FLASHING TIE-IN INSTRUCTIONS: ON CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. O 7`" 0 ULTIMATE WIND SPEED: 130 MPH 1. CUT,FOLD UP AND TEMPORARILY SECURE WEATHER RESISTIVE RING-SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: ® NOMINAL (BASIC) WIND SPEED: 101 MPH 15AFRIER ABOVE HEADER t0 ALLOW FOR FLASHING INSTALLATION 1. 0.113 INCH NOMINAL SHANK DIAMETER. - RISK CATEGORY: 11 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER III- WIND EXPOSURE: B ALCW3 HEADER 3. 16 TO 20 RINGS PER INCH. ENCLOSURE CLASSIFICATION: ENCLOSED4. 0280 INCH FULL ROUND HEAD DIAMETER. 3. FO D WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 5. 2 INCH NAIL LENGTH. INTERNAL PRESSURE COEFFICIENT: 0.18 +/- AN SEAL WITH TAPE AS SHOWN ABOVE (yz/ A WHERE ROOF FRAMING WITH A SPECIFIC GRAVITY, 0.42 t0 0.49 IS USED, SPACING OF RING-SHANK FASTENERS SHALL BE THIS BUILDING IS IN A WIND-BORNE DEBRIS REGION - �HER �I��-IV 4" ON CENTER IN NAILING ZONE 3 IN ACCORDANCE WITH FIGURE 8803,23.1 WHERE Vasd AS DETERMINED IN ACCORDANCE THEREFORE OPENING PROTECTION IS REQUIRED WEAWITH SECTION 830123 IS 130 MPH OR GREATER COMPONENTS AND CLADDING DESIGN PRESSURES: 5'a` R I E R ROOFING ZONE 1: 9.60 PSF MAX. -15. 2 PSF MIN. ( 0 SEWRAP) ROOF SHEATHING NAILING SCHEDULE: (SEE ROOF SHEATHING ZONES PLAN BELOW) ROOFING ZONE 2: 9.60 PSF MAX. -25.02 PSF MIN. FOLD UP WEATHER RESISTIVE BARRIER ROOF SHEATHING ZONE 1: ROOFING ZONE 3: 10.51 PSF MAX. -42.91 PSF MIN. AND TEMPORARILY SECURE NAILS SPACED AT 6 INCHES ON CENTER AT PANEL EDGES AND 6 INCHES ON CENTER At INTERMEDIATE FRAMING ROOFING AT ZONE 2 O.N.: 90 PSF MAX. -34.01 PSF MIN. ROOF:.SHEATH INC ZONE 2: _ N 10 ROOFING AT ZONE 3 O.N.: 9.60 PSF MAX. -5-120 PSF MIN. NAILS SPACED At 6 INCHES ON CENTER AT PANEL EDGES AND 6 INCHES ON CENTER At INTERMEDIATE FRAMING CLADDING, DOORS AND WINDOWS: EXTERIOR ROOF SHEATHING ZONE 3: ZONE 4: 1525 PSF MAX. -16.80 PSF MIN. SH-IEA-I'�-IIN NAILS SPACED At 4 INCHES ON CENTER AT PANEL EDGES AND 4 INCHES ON CENTER AT INTERMEDIATE FRAMING ZONE 5: 1-1.10 PSF MAX. -22.15 PSF MIN. MECHANICALLY FASTEN AS ly END ZONE WIDTH: 3.00 FT. NECESSARY INCORNERS 0 4' 4' 4' 4' Q THROUGH FLASHING L`' THE ULTIMATE WIND SPEED WAS USED TO DETERMINE THE COMPONENT AND CLADDING PRESSURES m W WIND LOAD CALCULATIONS ARE DEVELOPED USING MECAWIND SOFTWARE VERSION 2.1.0.1 PER ASCE 1-10 J J AND/OR 2010 FBC WIND GENERATOR SOFTWAREGABLE EDGE > ss>:�:... .... :::.::........... 3 3 o .... .. ...... >:.r:...... ;:.;::.. - H 1= ,45H INCA ........ .... :::t:: ............... 5E!_F D ERED I I w '::w:::::::::::'::.: :..... .......... ::.x:.:.::.::.:.::::.x..:. - CAPE MIN. � WIDTH :::::: .::.::..::.::::...: - ::. �: :<: ::.: { ::: (SUCH 45 GRACE VYCOR)200 REAR SETBACK ........... :::: :.: :: ::.:: : ::::::: .- - >::;: z ;i;:€:[;;iii': W .::ADD Itf ON>:>:: }< :<:s::k':.:>"'�;:tt:::::;:'... 311 SP.ii:>:>.;.::>:: :i:::i:: :? :F :#.': 11T IS 81 G 18 :::::::::::::::%::::::::::::::::: > :.... :x I w :..... , � i ........... ;::::::.....`:i: :i:i:.`;i:i:is ( POOL EQUIP. p ; ::s>s>t>::t# 'y: ...... O.D.U. I :.::': yi E ............ I I I nz( , LU ::: ' I N Lu EXISTING I STORY RESIDENCE s'tt;;tisi;: I 111 YECUNA ROAD I -�° : :., PRE-FOR„IED r .>:.:.:;•>';.;:;<;; CORNER PATCH `" '': . ROO* SHEATHING NAILING SCH0DUL SI. I I _ 00 NOT FLASH Ove BOTTOM NAILING FL NCS J Not t0 SCALE I I I NOTES: ( I ' tYP. INDICATION OF DOUBLE 2x4 STUD A. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE MEMBER AT ALL JAMB ROUGH OPENINGS 1 ------ - ---------- OF WINDOWS AND SLIDING GLASS DOOR - SEE FLORIDA REG. B. INSTALL SELF-ADH RED FLASHING,.:IN SEQUENCE, AS SHOWN BY NUMBERS '�'_3 AR0013664 C. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM 20'-4" 11 _ WATER-SHEDDING LAPS t all D. APPLY CONTINUOUS BEAD OF SEALANT t0 BACK OF WINDOW FLANGE uV E. ATTACH WINDOW FLANGE USING PAN,HEAD SCREWS t0 FACILITATE VECUNA ROAD INSPECTION o 0 0 0 WINDOW FL.A4 H INCA DMT4 f L.S NOTE! EXTERIOR DOOR FLASHING SIMILAR NOT To SCALE ALL DRAWINGS AND ANY THEIR DATA I PERIMETER FOOTING - SEE 1 1 REPRESENTED AN CONVEYfiD ON A-2 I THIS SHEET, ANDA REPRODUCTIONS THEREOF ARE THE S ti PROPERTY OF :RANK SPENCER III, ARCHITECT. THE IREPRODUCTION, OR PUBLICATION, BY ANY MEANS, OR OTHER USE THAN THAT . EQUIRED TO CONSTRUCT THE CAPTIONED MINIMUM 4" THICK, ,3,000 PB F FRAM .S.I. CONC. SLAI. , WITHOUT THE WRITTEN CONSENT F FRANK SPENCER III, IS PROHIBITED. W/ 6X6 010/10 WlUr, OVER CONT.6.MIL_ I 0 ANY INFRINGEMENT OF THE ABOVE EXCERPT FROM FBG BUILDING 2010 I. POLYETHYLENE VAPOR 5ARRIER, TATED CONDITIONS IS EXPRESSLY . � I � ISALLOWED AND SHALL CONSTITUTE LEGAL ACTN AGAINST 15012 ASPHALT SHINGLES. I I ANYYUNDS PERSONROR PERSONSN VIOLATION FOOTING AT THEREOF. THE INSTALLATION OF ASPHALT SHINGLES SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION. I EXISTING STRUCTURE - SEE 2 1 I COPYRIGHT0 C 2015 15012.1 DECK REQUIREMENTS. 15012.1.1 WIND RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES SHALL BE FASTENED t0 SOLIDLY SHEATHED DECKS. ASPHALT SHINGLES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTMD 3161, I S . JOB RE5-0315-1 150122 SLOPE, TAS 101 OR ASTM D 1158 IN ACCORDANCE WITH TABLE 15012.1.1. - ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF 2 UNITS VERTICAL IN 12 UNITS HORIZONTAL OR GREATER. SHINGLES CLASSIFIED AS ASTM D 3161 CLASS 0 OR ASTM D 1158 CLASS G I Q DATE 4/7/2015 FOR ROOF SLOPES GREATER THAN 4 UNITS VERTICAL IN 12 UNITS HORIZONTAL, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED ARE ACCEPTABLE FOR USE IN THE 100-MPH WIND ZONE. SHINGLES CLASSIFIED I I o Q IN ACCORDANCE WITH SECTION 15012.8. AS ASTM D 3161 CLASS F, TASIO1 OR ASTM D 1158 CLASS H ARE ACCEPTABLE I J REVISIONS 150'123 UNDERLAYMENT. FOR USE IN ALL WIND ZONES. ASPHALT SHINGLE WRAPPERS SHALL INDICATE UNLESS OTHERWISE NOTED, REQUIRED UNDERLAYMENT SHALL CONFORM t0 ASTM D 226, TYPE I OR TYPE 11, OR ASTM D 4869 TYPE I OR TYPE II OR COMPLIANCE WITH ONE OF THE REQUIRED CLASSIFICATIONS AS SHOWN IN 0 ASTM D 6151. CABLE 15012.1.1. o 15012.4 SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. TABLE 15012.1.1 CLASSIFICATION OF ASPHALT SHINGLES SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL COMPLY WITH ASTM D 1910. 8' Lu 150125 ASPHALT SHINGLES. MAXIMUM BASIC WIND EXISTING BUILDING U SPEED FROM FIGURE ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING AND COMPLY WITH ASTM D 225 OR ASTM D 3462. SHINGLES SHALL ALSO 1609A, B, C OR ASCE-1 Vasd ASTM D 1158 ASTM D 3161 6'-0" Z 1U COMPLY WITH TABLE 15012.1.1. ASPHALT SHINGLE PACKAGING SHALL BEAR LABELING INDICATING COMPLIANCE WITH ONE OF THE REQUI D _Q CLASSIFICATIONS AS SHOWN IN TABLE 15012.1.1. 110 85 D,G OR H A, D ORF SI-IE,gR UJ,gLL ANCHORAGE LEGEND 15012.6 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 GAGE HANK 116 90 D,G OR H A, D OR F WITH A MINIMUM 3/8 INCH-DIAMETER HEAD, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO 129 100 Ci OR H A, D OR F ° TYPICAL 5/8" ANCHOR BOLT - SEE NOTE THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH THICK, THE NAILS SHALL PENETRATE THROUGH THE SHEATHING. AT WALL SECTION I/A-3 ? FASTENERS SHALL COMPLY WITH ASTM F 1661. 142 110 6 OR H F 15012,6,1155 120 5 OR H F u SIMPSON HTT5 TIE DOWN WITH 5/8" ANCHOR BOLT AT _ X THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET THE CORROSION RESISTANCE REQUIREMENTS OF SECTION 15012.6. DOUBLE 2X4 STUDS AT ROUGH OPENING JAMBS Lu 15012.1 ATTACHMENT. 168 130 H F - SEE TIE DOWN DETAIL THIS SHEET (1:A-2) [L ZO ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER AND SECTION 1504.1 ASPHALT 5141NGLES SHALL BE SECURED t0 THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE 161 140 H F F- 4 THE ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL (21:12), ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH THE Lv MANUFACTURER'S PRINTED INSTALLATION .INSTRUCTIONS FOR STEEP-SLOPE ROOF APPLICATIONS. 1134 150 H F ®I ®�I !w1 I I ®I L.!�1 I�V Ld SCALE: 1/4" = V-0" t= of 3 ASPHALT SHINGLES OVER 2 LAYERS OF 015 ASPHALTIC FELT UNDERLAYMENT NOTEI OVER 1/2" A.P.A. RATED SHEATHING PLYWOOD, EXTERIOR GRADE, EXP. I IF EXISTING SAVE MEMBERS ARE - SEE ROOFING NOTES A7 SHEET A-1 LESS THAN 2x6 - OVERLAP RAFTERS Y WITH NEW EAVE MEMBERS THAT MATCH (� THE EXISTING AT 36" AND STITCH NAIL --------- VENT BAFFLES BETWEEN ALL RAFTERS TO EACH RAFTER WITH 8 - 10d x 1 1/2" - COMMON WIRE NAILS (� 12 SIMPSON 142.5 TIE At EACH TRUSS 3 +/- MATCH I x6 RAFTERS AT 16" O.C. MAX. U 6' SLD.GL. DR 3050 S.H. 3050 S.H. 3050 S.H. 4 FASTENERS: EXISTING TO TRUSS 5 - ad 2x6 JOISTS At EACH RAFTER Lu TO BUILT-UP BEAM 5 - ad - ATTACH WITH 4 - 16d NAILS BEAM ABOVE 3 Q fy CEILING - SEE A-373z 4 i D ALIGN TOP OF ADDITION BEAM B 1 11 i .1 �N NOTE: I WITH TOP OF PLATE At EXISTING 9 x Lum i 1V 0 _ MATCH OVERHANG t0 I R-30 BAtt INSULATION i m o THE EXISTING I �'f�- 1/2" C�YP. BD. LLI 14DO I T I ON � Q m e I 0 I ` CONT. BEAM: 2x10 AT BOTH SIDES- _ 1 OF FULL I/2" PLYWOOD WEB � ALL COMPONENI',S LAID UP WITH If If Q� I CONSTRUCT ION ADHES IVE ANDEXISTING WALL i ww ', dj q p/ z ��Z z I ATTACHED WITH 16d NAIL 2,n m 3 SIMPSON MSTA30 STRAP AT EACH FULL HEIGHT STUD I FROM TOP AND 130ttOM EDGES Q ly I ® p FASTENERS: 22 - 10d I OF 2x10 MEMBERS AT 24" O.C_ Q MAX. AT BOTH SIDES WITH A IIS SIDE-TO-SIDE OFFSET OF 12" ° i R 4 HARDIE LAP SIDING t0 MATCH EXISTING OVER "tYVEK" w TYPE HOUSE WRAP OVER 1/2" A.P.A. RATED EXTERIOR 2x4 STUDS AT 16" O.C.MAX. - SEE DBL STUD DETAIL W SHEATHING PLYWOOD COR O.S.B.) - EXPOSURE I AT 2/A-2 - PROVIDE SOLID 2x4 BLOCKING / NAILER U EXISTING DOORWAY INTO RESIDENCE z FASTENING: AT ALL HORIZONTAL SHEATHING JOINTS p Lu 1. ad COMMON WIRE NAILS At 411O.C. EDGE AND 6"O.C. FIELD z 2. Sd COMMON WIRE NAILS At 311O.C. EDGE AND 411O.C. FIELD �i WITHIN THE FIRST 3' OF OUTSIDE CORNERS R-13 UN-FACED BATT INSULATION C) Zlu 1/2" GYP. BD. ELECTRICAL 6Yt 50L LED D ' 3,000 P.S.(. CONIC. SLAB: 4" THICK 3,000 P.S.I. X ? CONCRETE W/ 6X6 010/10 W.W.F. OVER CONT. SINGLE POLE SWITCH Ul SECURITY FLOOD LIGHTS 6 MIL. POLYETHYLENE VAPOR BARRIER ly = R FAN SPEED CONTROL SWITCH (RHEOSTAT) SIMPSON TSP TIE AT EACH STUD a . ' - RECESSED CEILING FIXTURE w NAILS At SILL PLATE: 3-10d x 1 1/2" w D NAILS At STUD: 6-10d x 1 1/2" m DUPLEX RECEPTACLE DUPLEX RECEPTACLE WEATHERPROOF /G.F.I. �i CEILING FAN _ - - - - - _ — _ - - - - - T w ((l y11 J WALL MOUNTED LIGHT FIXTURE ��\ 4 TREATED 2x4 SILL PLATE z > - WEATHERPROOF D Lu 4 O z ca FIN. GRADE - VARIES q fi=' I�N o o -�___ _I I 1=1 I 1=I I=1 11I IDD f ( O1�I LOOK/rELSCt�' I C � L _ _ III— a. 1111 I —III - III-1 sC.4LE: 1/�" = 1'-m" -III I I I _= 5/8" ANCHOR BOLT W/ 3x3 PLATE WASHER - i I==—I I— a a a III—III SET ALONG RUN OF WALL At 48" O.C. MAX. AND = -III=1 I I=1 I I= a. I1 I IIII=1 WITHIN 8" OF CORNERS - SEE FOUNDATION PLAN o 0 I I I=III=1 I I— (EPDXY-SET ANCHOR BOLTS MAY BE USED yll z IN LIEU OF "WET-SET" ANCHOR AS SHOWN) w —III 11=1 =1 1=1 1=1 11=1 > COMPACTED FILL I I I 1 11 I I I 1 11 I I I I I—� I- Ii I I I ,I I- NOT 4, , SEE IDET,4IL 1/,4-3 FOR TIE DOWN CONDITION (yN 1'-4" AT DOUBLE 5TUD5 AT ALL ROUGH OPENINGSIL 3,000 P.S.I. CONIC. FOOTING W/ 2 No. 5 REBARS CONT. ,4T WINDOWS AND SLIDING GLA55 DOOR NOTE! FOR CONTINUED ROOF FRAMING DETAIL - SEE 3 A-3 4DD 1 t 10N Wo4LL SECTION ( CONDITION 47 o4NICII-4OR 50Lt) > FLORIDA REG. AR001366� EXISTING RESIDENCE r1h A DITION SCALE• 1/4" = 1'-0" ALL DRAWINGS ND ANY ER DATA REPRESENTED AN CONVEYED'ON THIS SHEET, AND l L REPRODUCTIONS THEREOF ARE THE SALE PROPERTY OF rI -RANK SPENCER III, ARCHITECT. THE REPRODUCTION, OR PUB CATION, BY '1 ANY MEANS, OR OTHER USE THAN THAT PROVIDE DRAINAGE SADDLE EQUIRED TO CONSTRUCT THE CAPTIONED PLAN AT SHE SEE ROOF EET A-.3 ROJECT, WITHOUT THE WRITTEN CONSENT F FRANK SPENCER III, IS PROHIBITED. ANY INFRINGEMENT OF THE ABOVE TATED IS EXPRESSLY HARDIE LAP SIDING SALLOWED ANDS HALL CONSTITUTE ROUNDS FOR LEGAL ACTION AGAINST ANY PERSON OR PERSONS IN VIOLATION THEREOF. COPYRIGHT C 2015 S t JOB RES-,x315-1 DATE 4/-1/2015 REVISIONS ADDITION EXISTING RESIDENCE ADDITIONrik EXISTING RESIDENCE EXIST NG RESIDENCE ADDITION NIORTH ( REAR) sLm\/4t 10s1 WEST 51CM L.S\/4T I OSI Ol�t�;' ( STRES T) SLE,/4T I OSI scALl=: 1/4 -mLj _ SCALA: 1/4" = V-011 SCALl=: 1/4" = 1'-Oil t••- - W V) of 3 1 u— SEE NOTES AT WALL SECTION I/A-3 Q C� FOR ATTACHMENT OF DOUBLE STUDS t0 CONT. BEAM ABOVE - SIMPSON HTT5 TIE DOWN - U S FASTEN AT WALL BOTTOM DOUBLESTUDS 2X4 D PLATE WITH BOLT AS SHOWN AND TO DOUBLE STUDS WITH ® - °°°° 26 16d x 2 1/2 NAILS Lu nt ° ° v ° ° °° ° CONT. BUILT-UP BEAM AT ---_..--- _..---_..-.--_ _.._.. .._.._.._.._.._.._.._.._.._.._.._.._.._.r.. ° ° No. 4 REBARS (FINGERS) 12" LONG - ADDITION Ext. WALLS - SEE 1 I I ` ° ° I I NOTE! ° ° 2x4 TREATED BASE PLATE DRILL EXISTING CONC. SLAB AND A-2 ,..r.._.._.._.._.._.._.._.._.._.._.._.._.._,,_.._.i_.._.. .._.._.._.._.._.._.._.._.._.._.._.._..J..L_.. W ° ° EXISTING TING ADDITION I I fy EPDXY FINGERS AT 12" O.C. ALL PLACE I LAYER OF 30" FELL ° ° SLA SLAB ALONG LENGTH OF ADDITION - I I UNDER BASE OF TIE DOWN o INGERS PROJECT 6" INTO NEW SLAB TO PREVENT CORROSION ..r.._.._.._.._.._.._.._.._.._.._.._.._.._.;_.._ _� _.._.._.._.._.. s II ° Q - ............................. �. _.._.._.._.._.._.._.._.._.._.._.._..fii._.. �� " 1 No. 4 REBAR CONT. co ii tYP. 5/8 ANCHOR BOLI dly - TIE TO FINGER BARS ° ._.._.._.._.._.._.._._..�.._..N. _.._.._.._.._.._.._.._.._.._.._.._..J_J III- - SEE FOOTING DETAIL 1 _ _.._.._.._.._.._.._. [� I i—' A-3 _ ........................................ ._.. .._. ...... e II z 8" MIN. SEE FOUNDATION PLAN FOR LOCATIONS - SPACING SHALL NOT EXCEED S'-0" z �.._..� rr-•. 0 � II _ _.._.._.._.._.._.._.._.._.._.._.._.._. _. _.._.._.._.._.._.._.._.._.._.._.._.a a._.. X Q fpf 1*'«'S0N H orm* or I rm DOWN i�Vo4l I L 1 JO INT At ,BOO I t I Oil ANO XI St IN4 SL45 2 O.S.FACE OF EXISTING WALL I II � II �A-J3 11\�--J30 Lu u7 V N z N 111 M LL- fy U z w ,� — x Lv X J NOTE: ALL CONDITIONS AND DIMENSIONS SHALL BE VERIFIED w J BY CONTACTOR PRIOR TO ORDERING ENGINEERED TRUSSES z OR OTHER COMPONENTS OF THE STRUCTURAL SYSTEM 00 za �z SIMPSON RR RIDGE RAFTER CONNECTORS o 4 - 10d x 1 1/2" AT RIDGE AND I z 2x6 COLLAR BEAM AT EACH PAIR OF RAFTERS t0 4 - 10d x 1 1/2" AT RAFTER R00 FRXM I I VIG PL,4N y Ld EACH ROOF RAFTER W/ 4 - 10d x 1 1/2" COMMON NAILS �� _ n Z SCALE: 1/4 - 1 -0 z w i Q CONI. 2x8 RIDGE MEMBER 1 cfl . 2x6 RAFTER AT 16" O.C. r- N I �\'o o / � 0 `o—r ADDITION GABLE OVERHANG CONT. MID-SPAN BEAM: 3 - 2x12 (NO SPLICES) STITCH NAILS AT BOTH SIDE WITH 16d NAIL AT 5" O.C. r- - - - - - - - - - - - - - - - - - - - - - - - - - -, FLORIDA REG. w I AR0013664 2x6 STRUTS AS SHOWN AT EACH COLLAR BEAM / RAFTER ATTACH WITH EXISTING GABLE ovERHANG 2x8 CEILING JOISTS At EACH RAFTER - I 4 10d x 1 1/2" ATCOLLAR BEA AND 3 - 106 x 1 1/2" AT RAFTER O.S. FACE OF EXISTING WALL ADDITION ADDITION SLOPE DOWN SLOPE DOWN SIMPSON LUS28 HANGER AT EACH JOIST I z 6 - 106 AT BEAM AND 4 - 10d AT JOISTLL DRAWING Lu AA NOTE! Ij: I � I REPRESENTED ANQ CONVEYS AN EON DATA FOR FRAMING DETAILS SAT WALL - SEE 1 EXISTING ROOF J:: SLOPE DOWN j:: THIS SHEET, AND ALL REPROD TIONS I: I O THEREOF ARE THE . OLE PROPERTY OF ANK SPENCER III,RE CHITECT. THE IEPRODUCTIABY NY MEANS, OR OTHER OR F uSETTHAN THAT 1:'.`: Q I 1J1 P_ SQUIRED TO CONSTRUCT E CAPTIONED 1L z ROJECT, WITHOUT THE WRITTEN CONSENT I Q F FRANK SPENCER III, IS PROHIBITED. ANY INFRINGEMENT OF THE ABOVE TATED IS EXPRESSLY SCALE" 1" = i'-011 _ 3 EXISTING GABLE OVERHANG ISALLOWED ANDS HALL CONSTITUTE ROUNDS FOR LEGAL ACTION AGAINST ANY PERSON OR PERSONS IN VIOLATION THEREOF. O.S. FACE OF EXISTING WALL I — — — — — — J COPYRIGHT ©2015 NEW DRAINAGE SADDLE FROM FACE OF EXISTING I U JOB RES-m315-1 WALL To END OF VALLEY WITH A 1:12 MIN. SLOPEI DATE 4/-7/2015 B CENTERED ON THE VALLEY FORMED� Y THE JUNCTION I u OF THE ADDITION ROOF AND THE EX STING ROOF i REVISIONS I EXISTING ROOF SLO E DOWN I Z I N I a I U1 Y I I I I I I I � � J lz 1 ROOF F=L04N SCALE: 1/4 - V- Ld V) 0 f