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1476 LINKSIDE DR - SUN ROOM ADDITION DRAWINGS N 60 52'25"-W- 50.18' 2'25" W 50.18' - - - - w in 041 Eo oN co M co ZI COVERED PORCH o I AREA OF WORK M M X 0 o x , �x KV V x x ) > < x I -- - S 6'08' 11" E w aolo x > > M Mc') M ti 0 I T x Z I LOT COVERAGE CALCULATIONS EXISTING RESIDENCE LS 60 45'00" E _ LOT 5,001 SF 100% 50.04 EXISTING HOUSE 2,135 SF 43% EXISTING DRIVEWAY 612 SF 1% GREEN SPACE 2,254 SF 46% PERVIOUS 2,254 SF 46% IMPERVIOUS 2,747 SF 44% A REAR REPSPECTIVE 001 N.T.S. 1 SITE PLAN NO NEW LOT COVERAGE AS PART OF THIS REMODEL 001 1/16" = 1'-0" 1 BUILDING CODE SUMMARY GENERAL NOTES SYMBOL LEGEND LOCATION MAP Nm THE 2014 FLORIDA BUILDING CODE, EXISTING BUILDING: GENERAL CONSTRUCTION NOTES: ROOM NUMBER IDENTIFICATION ROOM �� `' 0 0 0 DRAWINGS ARE PREPARED FOR BUILDINGS THAT WI-L 100 5 5 > CHAPTER 5 CLASSIFICATION OF WORK 1. IT IS INTENDED THAT THESE DR SHEET w w w CONFORM TO THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL. DOOR NUMBER IDENTIFICATION '� "' NO. SHEET NAME NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING SECTION 504 ALTERATION -LEVEL 2 2. THE MAXIMUM ALLOWABLE � ORDINANCES AND PER THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL,ARE AS 001 INDEX 504.1 SCOPE FOLLOWS: WINDOW NUMBER IDENTIFICATION J ARCHITECTURAL LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE,THE ADDITION OR A. MAX. NO. OF STORIES = (3) A201 PLANS AND SECTIONS ELIMINATION OF ANY DOOR OR WINDOW,THE RECONFIGURATION OR EXTENSION OF ANY B. MAX. HEIGHT =35' FROM GRADE MATERIAL SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. 3. THE BUILDING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE CODE CEILING HEIGHT IDENTIFICATION X'-X"AFF A202 PLANS, ELEVATIONS AND DETAILS REGUARDLESS OF ANY MISSING OR INCOMPLETE DETAILS OR NOTES. 504.2 APPLICATION 4. THE BUILDING CONTRACTOR AND HIS SUBCONTRACTORS SHALL CONFORM TO ANY " LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 LOCAL ORDINANCES AND SHALL VERIFY ALL DIMENSIONS MATERIALS AND WALL TYPE IDENTIFICATION " ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 8. CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH HIS WORK. { SECTION 507 ADDITIONS 5. VERIFY ALL FIELD CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES X BEFORE PROCEEDING WITH WORK. MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS AT THE JOB INTERIOR ELEVATION IDENTIFICATION 507.1 SCOPE X.XX PROVISIONS FOR ADDITIONSSHALL APPLY WHERE WORK IS CLASSIFIED AS AN ADDITION AS 6. SITE. ' DEFINED IN CHAPTER 2. 7. THE ELECTRICAL FLOOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIONS FOR FIXTURES, OUTLETS,AND SWITCHES.ELECTRICAL, MECHANICAL, PLUMBING,AND nR 07.2 APPLICATION OTHER BUILDING SYSTEMS, IF ANY,ARE TO BE DESIGNED, ENGINEERED AND ARE THE BUILDINGS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 11. SOLE RESPONSIBILITY OF OTHERS. X . ADDITIONS TO EXISTINGEXTERIOR ELEVATION IDENTIFICATION 8. ALL INTERIOR AND EXTERIOR FLOOR&STEP FINISHES SHALL HAVE A NON-SLIP FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. 9. ERECT AND MAINTAIN,AS REQUIRED BY EXISTING FIELD CONDITIONS, THROUGH UT TI THE ENTIRE PORTION OF THE WORK,ALL SAFEGUARDS AND BARRICADES FORSAFETY . TH 14 DA4INCLUDING POSTING WARNING SIGNS, ENFORCING SAFETY REGULATIONS AND TYPE VB UN-PROTECTED PROTECTION OF PROPERTY. ` 10.CHECK ALL CEILING HEIGHTS AND POSSIBLE CEILING PLENUM CONDITIONS FOR WALL SECTION IDENTIFICATION X OCCUPANCY CLASS -GROUP R-3 CLEARANCE OF DUCT-WORK AND ALL OTHER CONSTRAINTS TO ASSURE THE X.XX + R311.3 LANDINGS AT DOORS LOCATION OF THE LIGHT FIXTURES AS SHOWN ON THE LIGHTING PLAN. ANY - - THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED THE WRITING BEFORE PROCEEDING WITH THE WORK. EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT 11.CONTRACTOR TO POST AND MAINTAIN SIGNAGE FORBIDDING THE USE OF NICOT NE TYPICAL DETAIL DESIGNATION PRODUCTS THROUGOUT ALL PHASES OF CONSTRUCTION. NICOTINE PRODUCTS ARE REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. NOT TO BE ALLOWED WITHIN THE PERIMETER OF THE BUILDING FOOTPRINT. THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED BY SECTION R311.3 SHALL NOT DETAIL NUMBER BE MORE THAN 1.5 INCHES (38 MM)LOWER THAN THE TOP OF THE THRESHOLD. THE FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE EXIT DOOR REQUIRED BY X 4 OFFICE coPy SECTION R311.2 SHALL NOT BE REQUIRED TO COMPLY WITH THIS REQUIREMENT BUT SHALL DRAWING NOTES: X. SHEET WHERE i HAVE A RISE NO GREATER THAN THAT PERMITTED IN SECTION R311.3.2. DETAIL IS SHOWN 1. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING 2. ALL EXTERIOR WALLS ARE 2x4. �� q B REVISED SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF 3. ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED. `""""'r TRAVEL. 4. ALL WALL THICKNESSES ARE ACTUAL 2x4=3-1/2", 2x6 = 5-1/2", 2x8= 7-1/4", ETC. -�7 5. THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOOR OTHERS. ` EXCEPTION: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7-3/4 INCHES 6. ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK. BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR DOES NOT SWING OVER THE 7. ALL ANGLES ARE 450 UNLESS OTHERWISE NOTED. LANDING OR FLOOR. 8. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 9. ALL DIMENSIONS ARE TO FACE OF BLOCK OR STUD WALL. ` 10.ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE 11 ATREATED APPROPRIATELY FOR THE CONDITION. = HAZARDOUS GLASS LOCATIONS. LE 12.VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. " 13.CEILING HEIGHTS ARE DIMENSIONED IN RELATIONSHIP TO THE FINISHED FLOOR AND/OR DECK. I* PROJECT LOCATION ATTACHMENTS NOT INQ!=UDED: 1. LEGAL SURVEY 2. TRUSS ENGINEERING 3. FLORIDA ENERGY SHEETS REVISIONSp 1 17.05.05 CORRECTIONS LETTER �OR ..ES�G,yE` a DRAWING PHASE ISSUE DATE `��•'• c a n s WOLFEL RESIDENCE N - 001 LoPRICING AR - ` � pFFA 41 `'' 1476 LINKSIDE DRIVE E PERMIT 17.03.17 co • STAT �, ATLANTIC BEACH FL ❑CONSTRUCTION - a'•, OF •O N dill. FLORIDA ..yam �'•-....... •��� RE NAR D J Lo ARCHITECTURE 1�HD a V ° ARCH I T E C T u R E 16.0134 WOLFEL RESIDE-NCE- , 1476 LINKSIDE DRIVE ATLANTIC BEACH , FL w z CY) o 'r- rn cn O w N -� CO �j !� r LL ti J o 0 r: (co r M N 6° 52'25"-W- 50.18' 2'25" W - - 50.18' - - - - - w Lo N I oIN � O � ZI CO ED AREA WORK �Ico c 3+� a gg '`y4 k S u'08' 11" E - inr + 00 _ :. ry C� ems-• to 42 co 00cn - LOT COVERAGE CALCULATIONS I EXISTING RESIDENCE S 6°45'00" E LOT 5,001 SF 100% _ _ 50.04' EXISTING HOUSE 2,135 SF 43% EXISTING DRIVEWAY 612 SF 1% GREEN SPACE 2,254 SF 46% PERVIOUS 2,254 SF 46% A REAR REPSPECTIVE IMPERVIOUS 2.747 SF 44% 001 N.T.S. FISITE PLAN NO NEW LOT COVERAGE AS PART OF THIS REMODEL 001 1/16" = 1'-0" BUILDING CODE SUMMARY GENERAL NOTES SYMBOL LEGEND LOCATION MAP - N M ROOM THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL: ORAL CONSTRUCTION ROOM NUMBER IDENTIFICATION 100 0 0 0 TYPE VB UN-PROTECTED 1. IT DED THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL SHEET OCCUPANCY CLASS -GROUP R-3 00 CONFOR THE 2014 FLORIQA BUILDING CODE.RESIDENTIAL. DOOR NUMBER IDENTIFICATION 1NO. SHEET NAMEry 2. THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCA ZONING R311.3 LANDINGS AT DOORS ORDINANCES AND PER THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL,ARE AS 001 INDEX THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. FOLLOWS: WINDOW NUMBER IDENTIFICATION 1 ARCHITECTURAL EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED THE A. MAX NO. OF STORIES=(3) A201 PLANS AND SECTIONS EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT B. MAX.HEIGHT=35' FROM GRADE MATERIAL REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. 3. THE BUILDING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE CODE CEILING HEIGHT IDENTIFICATION X'-x'AFF A202 PLANS, ELEVATIONS AND DETAILS THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED BY SECTION R311.3 SHALL NOT REGUARDLESS OF ANY MISSING OR INCOMPLETE DETAILS OR NOTES. BE MORE THAN 1.5 INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. 4. THE BUILDING CONTRACTOR AND HIS SUBCONTRACTORS SHALL CONFORM TO ANY THE FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE EXIT DOOR REQUIRED BY LOCAL ORDINANCES AND SHALL VERIFY ALL DIMENSIONS, MATERIALS,AND WALL TYPE IDENTIFICATION x SECTION R311.2 SHALL NOT BE REQUIRED TO COMPLY WITH THIS REQUIREMENT BUT SHALL CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO HAVE A RISE NO GREATER THAN THAT PERMITTED IN SECTION R311.3.2. PROCEEDING WITH HIS WORK. 5. VERIFY ALL FIELD CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES x THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING BEFORE PROCEEDING WITH WORK. INTERIOR ELEVATION IDENTIFICATION k SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM)MEASURED IN THE DIRECTION OF MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS AT THE JOB X.XX TRAVEL. 6. SITE. 7. THE ELECTRICAL FLOOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIO S FOR R311 3 1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOOR FIXTURES, OUTLETS,AND SWITCHES.ELECTRICAL, MECHANICAL, PLUMBI VG,AND ' EXCEPTION: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7-3/4 OTHER BUILDING SYSTEMS, IF ANY,ARE TO BE DESIGNED, ENGINEERED kND ARE THE EXTERIOR ELEVATION IDENTIFICATION x INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR DOES NOT SWING OVER SOLE RESPONSIBILITY OF OTHERS. THE LANDING OR FLOOR. 8. ALL INTERIOR AND EXTERIOR FLOOR&STEP FINISHES SHALL HAVE A NO -SLIP FINISH , ` TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN.OF 0.6. X.XX R311.7.8 HANDRAILS 9. ERECT AND MAINTAIN,AS REQUIRED BY EXISTING FIELD CONDITIONS,THROUGHOUT HANDRAILS SHALL BE PROVIDED ON AT LEASE ONE SIDE OF EACH CONTINUOUS RUN OF THE ENTIRE PORTION OF THE WORK,ALL SAFEGUARDS AND BARRICADE FOR SAFETY TREADS OR FLIGHT WITH FOUR OR MORE RISERS. INCLUDING POSTING WARNING SIGNS, ENFORCING SAFETY REGULATIONS AND PROTECTION of PROPERTY. WALL SECTION IDENTIFICATION x r R311.7.8.1 HEIGHT 10.CHECK ALL CEILING HEIGHTS AND POSSIBLE CEILING PLENUM CONDITIONS FOR X,XX HANDRAIL HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD CLEARANCE OF DUCT-WORK AND ALL OTHER CONSTRAINTS TO ASSURE THE NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES(864 MM) LOCATION OF THE LIGHT FIXTURES AS SHOWN ON THE LIGHTING PLAN. ANY AND NOT MORE THAN 38 INCHES. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. TYPICAL DETAIL DESIGNATION R311.7.8.2 CONTINUITY CONTRACTOR TO POST AND MAINTAIN SIGNAGE FORBIDDING THE USE OF NICOTINE HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGHT OF THE FLIGHT, PRODUCTS THROUGOUT ALL PHASES OF CONSTRUCTION. NICOTINE PRODUCTS ARE DETAIL NUMBER FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE NOT TO BE ALLOWED WITHIN THE PERIMETER OF THE BUILDING FOOTPR NT. LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A DRAWING NOTES: x• SHEET WHERE SPACE OF NOT LESS THAN 1-1/2 INCHES (38 MM)BETWEEN THE WALL AND THE HANDRAILS. DETAIL IS SHOWN EXCEPTIONS: 1. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT 2. ALL EXTERIOR WALLS ARE 2x4. THE TURN. 3. ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL 4. ALL WALL THICKNESSES ARE ACTUAL 2x4=3-1/2", 2x6=5-1/2",2x8=7-1/4" ETC. SHALL BE ALLOWED OVER THE LOWEST TREAD. 5. THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. R311.7.8.3 HANDRAIL GRIP SIZE 6. ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE Su B/BLOCK. 1.TYPE 1 HAND RAILS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER 7. ALL ANGLES ARE 450 UNLESS OTHERWISE NOTED. OF AT LEAST 1-1/4 INCHES (32 MM)AND NOT GREATER THAN 2 INCHES (51 MM). IF THE 8. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES 9. ALL DIMENSIONS ARE TO FACE OF BLOCK OR STUD WALL. (102 MM)AND NOT GREATER THAN 6-1/4 INCHES (160 MM)WITH A MAXIMUM CROSS SECTION OF 10.ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE DIMENSION OF 2-1/4 INCHES (57 MM). (SEATED APPROPRIATELY FOR THE CONDITION. LE 2. TYPE II HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES (160 MM)SHALL RECESS 11.)i'=HAZARDOUS GLASS LOCATIONS. SHALL BEGIN WITH A DISTANCE OF 3/4 INCH(19 MM) MEASURED VERTICALLY FROM THE 12.VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. " TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 MM) " CEILING HEIGHTS ARE DIMENSIONED IN RELATIONSHIP TO THE FINISHED FLOOR WITHIN 7/8 INCH(22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED AND/OR DECK. • PROJECT LOCATION ATTACHMENTS NOT INCUDED: DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM)TO A LEVEL THAT IS NOT LESS THAN 1. LEGAL SURVEY 1-3/4 INCHES(45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF 2. TRUSS ENGINEERING THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF 2-3/4 3. FLORIDA ENERGY SHEETS INCHES (70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCHES(0.25 MM). REVISIONS Q-�O •D o �' `� W )LFEL RESIDENCE DRAWING PHASE ISSUE DATE '��' • J,- 9 m ❑PRELIMINAR - '. s 001 r o ❑PRICING :• ��F �c w 1474LLINKSIDE DRIVE ■PERMIT 17MAR17 �' ATLANTIC BEACH, FL r� ❑CONSTRUCTION M ARCHITECTURE ARCH 1TECTURE 16.0134 t ARCHITECTURAL SHINGLE ROOF ON PEEL AND STICK OVER I 19/32"ROOF SHEATHING ON ELECTRICAL LEGEND ROOF RAFTERS @ 24"O.C. 110 V. DUPLEX OUTLET 0 RECESS LIGHTINGSEE NOTE 3) CONTINUOUS PRE-FINISHED 1/2 SWITCH DUPLEX OUTLET OE,g, RECESS(EYEBALL)LIGHTING METAL DRIP EDGE { qpGFI 110 V. G.F.I. DUPLEX OUTLET Z CEILING MTD. EXHAUST FAN MATCH EXISTING FASCIA, PAINT (PwP WEATHER PROOF G.F.I. EXHAUST FAN WITH LIGHT I MATCH EXISTING SOFFIT, PAINT �z2o 220 V. OUTLET so SMOKE DETECTOR 1/2"G.W.B. =*FP MATCH EXISTING FRIEZE BOARD, PAINT 110 V. FLR. MTD. DUPLEX OUTLET T TELEPHONE JACK SWITCH AT 42"A.F.F. TELEVISION JACK _ PLATE - FIRST FLO81 -OR 53 3-WAY SWITCH AT 42"A.F.F. THERMOSTAT �a 4-WAY SWITCH AT 42"A.F.F. ELECTRICAL PANEL �D DIMMER SWITCH AT 42"A.F.F. ELECTRICAL METER SURFACE MTD.CEILING LIGHT -i-r A/C DISCONNECT I I ( } PENDANT LIGHT FIXTURE FLOOD LIGHTS (2)2"x4"#2 TOP PLATE / ! WALL MTD. LIGHT AT 72"A.F.F. PUSH BUTTON WINDOW HEADER, REFER PULL CHAIN a o DOOR CHIMES TO STRUCTURAL DRAWINGS UNDER CABINET L1TES HOLLYWOOD STRIP FOR TYPE AND SIZE { ( PRE-WIRE AND { , I VAULTED CEILING I 12"X48" FLUORESCENT BRACE FOR CEILING / FIXTURE FAN 24"X48" FLUORESCENT PRE-WIRE AND FIXTURE BRACE FOR CEILING WINDOW,AS SCHEDULED FAN W1 LIGHT Q FAN/' LIGHT 1/2"G.W.B. MATCH EXISTING WINDOW CASING, PAINT MATCH EXISTING LAP SIDING, PAINT BUILT-IN BENCH WITH IF N ORK IN THIS AREA SHELF BELOW SYNTHETIC STUCCO OVER WATER ELECTRICAL NOTES RESISTANT BARRIER AND 1/2"SHEATHING 1. LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, FANS, 2"x4"STUD WALL AND EXHAUST FANS PER ELECTRICAL/BUILDING CODES. R-19 BATT INSULATION 2. VERIFY WITH BUILDER ANY SPECIAL HOOK-UPS. (RANGE HOODS, FIREPLACE FANS, FINISH FLOOR,AS SCHEDULED LANDSCAPE LITES, SPRINKLER SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, 2"x4" BOTTOM PLATE VACUUM SYSTEM, SWIMMING POOL, PUMPS,ETC.) EXISTING SLAB TO REMAIN 3. INSTALL WATERIVAPOR PROOF FIXTURES IN SHOWERS AND OVER TUBS AS FIRST FLOOR REQUIRED. 0" - - - 3-1 ELECTRICAL PLAN - FIRST FLOOR GENERAL ELECTRICAL NOTES A201 1/4" - 1'-0" _ .;:� ;,\;,,,,_,; b < •. . • GRADE _ GRADE 1. ELECTRICAL SERVICE IS LESS THAN 600 AMPS. CALCULATION TO BE PROVIDED BY ELECTRICIAN. 2. PROVIDE SMOKE DETECTORS PER NFPA72 A-81.2. i CONTRACTOR ELECTRICAL NOTES 4 WALL SETION 01 4 1. SPECIFICATIONS, PRICE SUMMARY AND CHANGE ORDERS SUPERSEDE THIS A201 3/4 1 1-0#1A201 ELECTRICAL PLAN. 1'-9 1/4" 22'-6 318" 2. THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURE, SWITCH AND RECEPTACLE LOCATIONS SHOWN MAY VARY DUE TO FRAMING, Of 11'-3 1/4" 81-2" 3'-1 1/4" MECHANICAL CONFLICTS, SITE CONDITIONS OR LOCAL BUILDING CODE REQUIREMENTS. 3. THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE a O PREDETERMINED LOCATION OF RECEPTACLES BY THE ELECTRICIANS FOLLOWING LOCAL BUILDING CODES.AT THIS TIME, SELECTIVE LIGHT FIXTURES, i °• - - •QQ °,°°•p. - '_' _ �, - `b. • - PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE BUILT-IN BENCH/SHELF PREFERRED LOCATIONS. DOOR SCHEDULE- FIRST FLOOR •:p" `d I _ • d.;e° 64., .� ` ' . ,` a ,•, d.a ' .'°.°�°' 1", , � i I i i I I I 1018 Co DOOR NO. TYPE MFG. STYLE FINISH COMMENTS 101A (2)3'-0"x 6'-8" EXISTING GLASS REUSE EXISTING SLIDER 00 p> { .• < < d e ° _ d ° G M w 10113 2'-6"x 6-8" TBD PATIO GLASS EXTERIOR DOOR -EXISTING 4.., i < f ,�a `'I d, o ---7 — 1-- --�-- --- — CONCRETE_SlA6'$" ` ! p • d 44 . . 4 Zd 1 ! 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CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C.IN AL L BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EDITION,ACI, NDS,APA AND ASCE7-10. WALLS,UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY m GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 04 m CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 9 w ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10"OF EACH CORNER AND AT EACH 114TERSECTION OF m z BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. N COMMENCING CONSTRUCTION. z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A.PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS 2 THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 8 OTHERWISE ON THE PLANS. C.PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. $ � 0 D.PLACE ALL OTHER RODS. 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 ' 0 co W OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. E Q SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM,OR APPROVED O D QUIVALENT.ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. DALLIA HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE S21 1 ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAJ4 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 6 WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE,DUST,DIRT,AND OIL. 6"-TYPICAL WALLS, MONOLITHIC FOOTINGQ 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE z o EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE co NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS w z° INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U. .O. CONSTRUCTION. THE LITY OF THE CONTRACTOR.AADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 9 WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD IMITATIONS, IT IS SHEATHING NOTES U) RESPONCONCRETE NOTES ACCEPTABLE TO PLACE A DOUBLE 2x STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" FOR WALL SHEATHING: ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 1. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN O 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN FIELD. EDITION,"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",AND ACI 301, LATEST 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2. 5/16"HARDI-PANEL MAY BE USED IN LIEU OF OSB.FASTEN TO STUDS WITH 8d RING SHANK NAILS U ui EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM AT 6"O.C.ON EDGE,8"O.C. IN FIELD.FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. Q U � OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 a/ 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL N AND 5/S5 FOR STRAPPING ALTERNATIVES. FOR ROOF SHEATHING: Z W CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2" INCHES FOR 1. USE EXPOSURE 1 APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN Z uj > J FOUNDATIONS,AND%a"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. CONVENTIONAL FRAMING NOTES7/16"THICK.FASTEN WITH 2. SINGLE CLIP PANEL EDGES INSTALL PANELS CONTINUOUS OVERFIELD. OR MORE SPANS WITH O 0 STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD U (r) 0 Q 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. CONDITIONS,BLOCK PANELS AT 12"O.C. r n LLI 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 FOR OR 1/2" FIBERMESH OVER A 6 MIL. 2• ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: Z Z m VAPOR BARRIER AND TERMITE TREATED SOIL. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24,AND NOT LESS Q W J U THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN FIELD. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND J Ll.. aZ COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS. MINIMUM 3/4'THICKNESS. 07 MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE J O 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) NAILS INTO THE Q FOOTING. RAFTER AND(5)8d NAILS INTO THE TOP PLATE. O 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS 1 TO THE RAFTER V FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF AND(5)8d NAILS INTO THE SLEEPER. 0 O CONCRETE REINFORCEMENT" 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. m 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12) X1-1l2"NAILS. 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, WHICHEVER IS GREATER. (11)INTO STUD BELOW. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH(6) 16d N kILS. BOTTOM OF c .n COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. o a 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; _ ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH o Q 11. o 10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER INTERSECTION OF SLEEPER AND EXISTING FRAMING. 10.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY,-",,_ REINFORCEMENT. , . ROOF RAFTER 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE RIDGE BEAM DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. VJ♦♦^^ 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF ----"------- CEILING JOIST W STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT,FASTENED O 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO STEMWALL MUST BE FILLED. • COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN z 14. COLUMN.FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP4 WITH(9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATE/HEADER. J FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING LOAD TABLE COMPONENT AND CLADDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ROOF: DESIGN PRESSURES uj 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. LIVE LOAD: 20.0 PSF Z DEAD LOAD: 7.0 PSF EFFECTIVE PSF I TERIOR ZONES, W 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE AREA,SF END ZONES, PSF ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER CEILING: OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. LIVE LOAD: 10.0 PSF 0-20 24.4 -32.0 24.4 -26.6 LIVE LOAD-STORAGE: 30.0 PSF 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE DEAD LOAD: 5.0 PSF 20-50 22.9 -28.8 22.9 -25.3 TREATED. FLOOR: 50-100 21.6 -27.2 21.6 -24.0 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. LIVE LOAD: 40.0 PSF co 04 DEAD LOAD: 10.0 PSF 100-200 20.8 -24.4 20.8 -22.9cla to DECK LIVE LOAD: 50.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. ds � 7. DIMENSION LUMBER WIND LOADS: a v 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS WIND SPEED: 130 MPH 16 16 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. EXPOSURE: C v 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH IMPORTANCE: 1.0 U SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF BUILDING CATEGORY: II RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND ENCLOSED BUILDING: � N INTERIOR PRESSURE v M LENGTH PER THE DETAILS. J COEFFICIENT: 0.18 v LL MATCH EXISTING 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED ROOF PITCH: _ BELOW: 8d=0.131"x 2-1/2" "� c' 1d=0.148"x 3-1/4" U o a 16d=0.162"x 3-1/2" O 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN ,,j%J1111111111WAY 9 AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. `��0��•j, c�•�9'Aj�' 59 28 R► gyp' OF • lV Sheet No. somol 1 OF 3 (L C7 FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP,UNO. STUD MATERIAL: 2x No.2 SPF,UNO. g HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, Zw 5 UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X . BALLOON FRAME END WALL WITH 2X6 AT 16'O.C. S2 01 COMMON RIDGE BEAM.SEE 35")COMMON NAILS AT 12' ON CENTER. USE OSB SHIMS AS NECESSARY TO E p NOTES MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' O v THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. a O U � 2 1 -- - _ -- _ --- --. __— j HEADER NOTATION IS: w V-01 S2.01 �- -- - NUMBER O D F PLIES IN HEADER EZif _ -- -- NUMBER OF KING STUDS i it (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 it t (2),M,21 X6,2:1 6 I RAFTERS.SEE NOTES d ROOF RA L—L _- NUMBER OF CRIPPLE STUDS �2 lSIZE OF DIMENSIONAL LUMBER to p (2)2X6 2:1 - -- z �01 EXISTING WALL FRAMING \ ! `_- -_ -- -`---__---- p _ _�_�__ SHEAR WALLS: > o ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z TYPICAL WALL SECTION, 2 (2)2X8 2.1 THREADED ROD SPACING AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED S2.01 i BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, EZ ! II i ARE NOTED ON THE PLAN. U) 4 3 SW -#IS# SHEARWALL LOCATION O 1 SEE DETAILS FOR FASTENERS S2.01 I - - ------ - ==—_---- ` I ' W - _ SHEET NUMBER eo -- -- --- -- (2)2X10 2:1if Z w M \ i DETAIL NUMBER I A A SHEAR WALL DESIGNATION Z Q Q O LL �a U (n w 2 1-STORY THREADED RODnWN4 Y w SLEEPERS INDICATES GLAZING CLASSIFIED AS END ZONE. Z Z �i EXISTING WALL FRAMING CRICKET FRAMING SINGS EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF uj J AND RAFTERS. E NOTES AND TABLES FOR ANS,LUMBER SIZES STRUCTURE WILL BE CLASSIFIED AS INTERIOR UL Z AND FASTENING.CRICKET INSTALLED i. ZONE.SEE COMPONENT AND CLADDING DESIGN 1. OVER NEW'FRAMING. PRESSURES, ON COVER SHEET. D O ifO FASTEN LAST STUD OF PROPOSED EXISTING HIP RIDGE,TYP m ii O WALL TO EXISTING FRAMING WITH / 10d NAILS AT 3"O.C. '' EXISTING OVERHANG,TYP. .LEVEL WALL PLANff 014 t 00 ------ IRST 0 m i; O U Q O f z Z � _ OOF_PLAN Q cL Z LL 20 O ROOF FRAMED WITH: CONVENTIONAL FRAMING - CEILING OW • SEE SPAN TABLE ON THIS PAGE FOR ROOF U. RAFTER AND CEILING JOIST SIZE AND SPACING MAX CEILING SPANS WITH 10 PSF LIVE LOAD,5 PSF DEAD LOAD, • COMMON AND HIP RIDGE BEAMS AREA ONE AND 1.00 DURATION FACTOR AT 24"O.C. NOMINAL SIZE LARGER THAN THE RAFTERS,UNLESS NOTED E ON PLAN. GRADE, • SLEEPERS ARE ONE NOMIINAL SIZE LARGER SYP No.1 No.2 'r THAN RAFTERS. SPACING 16" 24" 16" 24" co 04 SEE CONVENTIONAL FRAMING NOTES FOR2x4 11'-3" 9'-10" 10'-9" FASTENING SPECIFICATIONS. c 2x6 17'-8" 15'-6" a 2x8 23"-4" 20'-5" 21'-7" 17'-7" � o Ie U 2x10 26'-0" 23'-11" 25'-7" 20'-11" C� U CONVENTIONAL FRAMING - ROOF DEAD LOAD, MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF 12 i $ AND 1.25 DURATION FACTOR N o N GRADE, O No.1 No.2 s n - SYP SPACING 16" 24" 16" 24" ♦♦♦��uu����� i ��•�` WAY/NVF 2x6 14'-1" 12'-3" 13'-5" 11'-0" ��!�� :• N ��i , 2x8 18'-6" 16'-2" 1T-1" 13'-11" :lV�; No 28 •2 -co • m 2x10 23"-2" 18'-11" 20'-3" 16'-6" r 2x12 26' " -6" 23'-10' 19'-6" r S -022' .4-/z Sheet No. simol 2 OF 3 EL a Go _ TOP PLATE TO HEADER: Nui -> SSP AT 16"O.C. o c5 EXISTING TOP PLATE TO Q r - --- - -- - REMAIN -_ - ----- 7/16"OSB ROOF DECK FASTENED TO j— - - FRAMING WITH 8d RING SHANKS AT 6" ` ( I E --- O.C.ON EDGE AND 12"O.C. IN FIELD. z' O v EDGE OF ALL THREAD WASHER ; i I EXISTING TOP PLATE AND a MUST BE WITHIN 3"OF THE ff WALL FRAMING. oc SEE CONVENTIONAL FRAMING NOTES % HEADER KING STUD,TYP BOTH w FOR RAFTER TO TOP PLATE SIDES OF OPENING. ! i KING STUDS TO TOP AND FASTENING. I t BOTTOM PLATE WITH SSP. ( o (2)2x4 NO.2 SYP TOP PLATE w i NEW HEADER.SEE PLAN FOR EXISTING HEADER FASTENED WITH(2)ROWS 10d AT 16" V SIZE,KINGS AND CRIPPLES. m O.C.STAGGERED.MINIMUM 24"LAPCb WITH(12)10d IN LAP. I CRIPPLES TO HEADER: W ! MSTA18 WITH(6)10d INa FILL OPENINGS WITH 2X4 v� i E HEADER, 8 10d IN CRIPPLE " N0.2 SYP HEADER,TYP. SEE I O NO.2 SPF STUDS AT 16 O.C. ALL THREAD CONNECTORS.SEE PLANS FOR SIZE,PLIES,AND FASTEN TO ALL-THREAD NOTES ON THIS SHEET NUMBER OF KINGS AND CRIPPLES } I ! HEADER/FRAMING ABOVE w Z FOR INSTALLATION SPECIFICATIONS, AND BOTTOM PLATE BELOW ` WITH(4) 10d TOE-NAILS. SPACING AND EMBEDMENT ! < I I I WHERE DOORS/WINDOWS FASTEN 7/16"OSB W/8d @ 6"O.C.ON I i � ? EXIST, USE 2X4 BUCK. EDGES, 12"O.C. IN FIELD. i I KING STUDS&CRIPPLES:(6)164 i FASTEN EACH END WITH(4) Q BETWEEN ADJACENT KING STUDS 10d TOE-NAILS. E- 2x4 SPF STUDS AT 16"O.C.SEE STUD j AND CRIPPLES. U TABLE ON FRAMING PLAN FOR STUD ! U SIZES. i j cM I 2X4 PT NO.2 SYP BOTTOM Z W N N cn 2x4 NO.2 SYP PT BOTTOM PLATE. I I PLATE. FASTEN TO EXISTING Z W " j ? SLAB WITH 1/4"TAPCONS AT L. APPLY 1/2 ANCHOR BOLTS AT EACH Iio PLACE 1/2"ANCHOR BOLTS PER 6"O.C. SIDE OF BOTTOM PLATE SPLICES. j 1/2"X6"TITEN HD SCREWS NO i w 3f THE TYPICAL WALL SECTION. FURTHER THAN 3"AWAY I I ! Uj p O 1 FROM CRIPPLE STUDS. to I Z Z m U LL zD T _ � b � a ' D p t 1 � i p p p V � i Jp I � ! I_ ;= p p p p ` ° p EXISTING FOOTING TO m Q REMAIN p ° O EXISTING FOOTING.VERIFY 12"DEEP AND 12 WIDE. CONTACT EOR IF i _ __— FOOTING DIFFERS FROM ABOVE. I —I -- - a I IT TYPICAL WALL SECTION 2 TYPICAL HEADER FRAMING DETAIL 3 HEADER FRAMING DETAIL 4 WALL FILL DETAIL 1/2"= 1'-0" 3/4"=V-0" 3/4"=V-0" 3/4"= V-0" a c N co NOTES 3 m d 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO ADDITIONAL o a o CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP PLATE. \ / \ 2'-0"RAFTER SPACING,MAX. SEE PLAN 7/16"OSB SHEATHING.SEE WALL SECTIONS. \ / \ / \ / 2x RAFTER.SEE CONVENTIONAL / x \ / x \ / x \ FRAMING PLAN FOR SIZE AND SPACING. 2X OUTLOOKERS AT 24"O.C.FASTEN TO / / RAFTER AND WALL WITH(3) 10d 9 _ TOE-NAILS. (2)2X6 NO.2 PLATE.SEE WALL SECTIONS. 5 OUTLOOKER DETAIL �N a U °-L- S. icom o \ / \ / N p N \ / \ / \ / \ / No 9 2 m \ / \ / \ / IN, CD / x x x x / \ / \ 41 E �L Jill IN, / \ \ / 2 . 01 3 of 3