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HomeMy WebLinkAbout6888 Shelby Lynn Way (2)t, ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FIRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM vn a n I an Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "A" 19001t, ZEPHYRHILLS, FL 33542 LOT 075 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT; "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." AREA TABULATION: ELEVATION "A" 1 ST FLOOR 968 SF 2ND FLOOR 1,353 SF TOTAL A/C 2,321 SF ENTRY 36 SF GARAGE 386 SF LANAI 120 SF TOTAL UR 2,863 SF BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS.1 CS.2 A-1.1 A-2.1 A-2.2 A-3.1 A-4.1 A-5.1 A-5.2 WP-i WP-2 E-1.1 P-1.1 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST & SECOND FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR & RAILING DETAILS BUILDING SECTION TYPICAL WALL SECTIONS WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST AND SECOND FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ALL WORK SHALL CODES PLORILOA SCQMPLY WITH f ry4_Icar1:lA' LDING CoD ,.AND ELEC, RIC CODE E' ORDINNE CITY OF ZEPHYRHILLS �CE3 9'ry OF �Fp , N� oe 2/ /q ^ 010 • No 7 s -fir; oQ� S TE ._.• F .l fi, 119 I I I I V- IY W } 2 � � o°� w�Q0 p l- c U u1 Cl Lu < cu- _ F-J Y O I- z 06u-00� zzzF:z � J Q � J W CL _ � U) 0 U �2ZlLcn ��azo cz cz 0 0 0 U O a Lo w� T**M w1­4 0 44 x� 0 (1) ma = X �..� w wA � I� 0 D cn U A w x w _O R Or U) W 0 N zw O� � �Z C aa�aa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET GS I EGRESS: MINIMUM SIZE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. EXCEPTION: 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ FT. MAXIMUM HEIGHT FROM FLOOR: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 2. OPERATIONAL CONSTRAINTS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FALL PROTECTION: WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS. EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. HAZARDOUS LOCATIONS: 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. DECORATIVE GLAZING 2. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 2. GLAZING IN WINDOWS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 3. GLAZING AND WET SURFACES: GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. GENERAL CONSTRUCTION NOTES: TREADS AND RISERS: THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11 ". HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. HANDRAIL HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAIL GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 ". HANDRAIL CONTINUITY: HANDRAIL -GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. EXCEPTIONS: LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP LANDING. 2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED THAT THE FOLLOWING CONDITIONS ARE MET: 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE HANDRAIL WITHIN 1'/2" OF THE BOTTOM OF THE HANDRAIL AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL CLEARANCE DIMENSION OF 1'V? CAN BE REDUCED BY 1/8". 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01 ". 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE HANDRAIL LENGTH. HANDRAIL CLEARANCE: CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GUARDS: SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW THE PASSAGE OF A 4" SPHERE. SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. FIRE PROTECTION: FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS. ASPHALT SHINGLES (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6 AND R905.2.6.1. R506.2.3 VAPOR RETARDER: A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTIONS 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 MZ) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. DRAFTSTOPPING: IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN -WEB PERFORATED MEMBERS. 1. MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SEPARATION FROM GARAGE: PER SECTION R302.5, R302.6, OPENING PROTECTION 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER. 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. CEILING CONSTRUCTION: 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLASHING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: • THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTUREROS INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. • IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA 250, OR FMA/AAMA/WDMA 300 WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. CHIMNEY HEIGHT REQUIREMENTS: 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREAS: 1. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45 DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR/ BUILDER: ISSUANCE OF PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. FRAMING INSPECTION NOTES: ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (FBC 110.6) e i2 i 2020 ♦� m ! 440 ©o�' gyp. • �,� C E r� �� � .�il,'�. • N - S fTEOF x W M } = cr J O `O} F- x Q OO W Z) Q r EE F- LLJ Q Z) LU W W J � W W _ Y O I- Z �ULOOci) Z Z Z ~ Lu Z_ u Q J W a- = _ 9- �U)o0V :D = Z IL U) �f-QZD Cz,Q� n Q' O c c n rz Q F- O �Q �i H 0 0 0 U 0 .j a) Imo n O rl%% 0 Z 4* 1-0 w 1JI11 Z a w U) Mgt w w Z i i I i _O U) i G I I f I Zf O I I I cn I �Z aaaaa i c f f I c I i c L COMMUNITY: LINKSCALUSA SPRINGS L PLAN # 6102 RELEASED: 6/10120 i SHEET' CS2 r 0 ------------------- I I I 22'-2"j 3-SIDED ACRYLIC WNW" ACRE LIC SURROUND 1 /- SHWR PAN I 1 A-5.1 ROOF BELOW 35'-0" I 1 �..............— — — — .__..._._1 SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" I 19'_4" I '3050 SH j (60" EGRESS) 3'-6" 1 A-5.1 35'-0" 13'-0" 12'-0" 10'-0" I , 11'_O" 6" STUCCO WRAPPED p ---- BEAM @T-8"Lu —� p aw. = STUCCO WRAPPED _ (L 4X6 POSTS °- °�° 3 2 LANAI 0 2 8'-8" CLG. o O -1 MOISTURE RESISTANT DRYWALL CEILING rn 9'-4" 13'-4" 7'-2" 5'-2" 410, I I I I 35 SH 6068 SGD TEMP. 23 SH _ 7, EEO L — — — — — — I I D/W 1 m a r� CD 1 GREAT ROOM DINING AREA `o KITCHEN 1 8'-8" CLG 8'-8" CLG 8'-8" CLG 1„ 22'-5" 3'-3" 7 -82 JI ---- I O c) ¢' ¢ 3, I cc rN T M 3i ' 1 j� 36" HT. FLAT *- COUNTERTOP ccml ISLANDS 2x4 STUD WALL & � SOFFIT BELOW STAIR 3 -52111 OPT. 1 I W/? GYPSUM BD. u REF-1 9'-42" 6'-0" 3'-7" 8'_2" 4'-31 i i 2'_$" --- - MUL- r— N 2" 1 1 1 1 1 1 1 I 1 1 II 1 1 = 1 I I I I I I I I I I I 11 I I I I I I I I I (� II PTRY 0 3-SIDED ACRYLIC ' SURROUND - � - 361H HI DF L I I I I I I I II I tt , 00 � ' o 00 2868 SC W/ SELF e') LAV U ¢ tx n1 CLOSER*- cc STE co Lo LINE OF .. 9,_1„ BATH ��� 6-32" CONC. CURB �' 1/2" WALL BOARD 2 CAR GARAGE BOLLARD PER o �� UNITY ON GARAGE SIDE 5/8" TYPE ' X v COM SPEC S R&S----__- L PROVIDE CEILING BOARD _ CL (4)12" SH CV INSULATION AS ABV. oc p — REQ'D w p Z d rod XFER xx p 3'_O" GRILL O 1" ' 1t 5 -112 3 -12 1 -3- FOYER 8'-8" CLG N EXTRA SUITE 8'-8" CLG _ 1�--------------------------------------- -� T 1 1 N CV AFI&r I I 01 I t 10'-1" 5'_31" i 18'-32" 2 10 16'XT GARAGE DOOR •25 SH 4'-0" 3 x63" EGRESS8'_0" H 5'-8" " LL 16'-0 ENTRY o 1 O 8'-8" CLG O I ap I Q I � LL � I IgI 'V � I� FLAT SOFFIT @ 8'-0" 12X12 COL. O ' r '_0' 41 _8" 10'-4" 6'-8" 18'-0" Lo 35'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" ItT Ai I O T 0 It u) 00 b0 co REF. WATERLINE 2X66WWALL �(2 � LEGEND SYMBOLS n BUILDINGIWALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE p ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM N 10" STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING 1 TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED O.C. FOR COUNTERTOP (SVERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINISH F OOR� rSUBFLOOR ��T 9 * • No 624 s " ST E 0 P f . 60, ✓ � r It Lu o��w wz0m w wZ0 > oC Q 0 W Q � Lu r CC W Q (L W w U, zzZ Lu i < 2 r _ �(n000 �=ZLL.(n �i--Q?o cz om r` a o � O a 0 0 U zOU)0 U Z w � a � O A zx0 w 0 w j a LL. U a U w w O W 0 cn O� �zQQQQQ COMMUNITY: c PLAN # 6102 RELEASED: 6/i0/20 SHEET A to I m GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW HEAD WINDOW SILL , WINDOW HEAD AND SILL DETAILS , SCALE: 3/4"=1'-0" pA � FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" FIN. FLR. ROOF SHINGLES PER COMMUNITY SPECS (TYP.) EJ REAR ELEVATION SCALE: 1/4"=1'-0" 5:12 6068 SGD BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS 12 (TYP.) 24"x37" DECORATIVE FOAM 5 F LOUVERED DETAIL rL 6" FASCIA 4" WIDE STUCCO BAND (+1) T.O. WALL T.O. WINDOW 1 1-011 ROOF SHINGLES PER p _ COMMUNITY SPECS (TYP.) CJ 00 - 4" WIDE STUCCO BAND (+1) In 4" WIDE STUCCO BAND (+1) T.O.2ND FL T.O. MASONRY__— T.O. WINDOW 12x12 COLUMN 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) eo FIN. FLR. -' FRONT ELEVATION SCALE: 1/4"=1'-0" 12 5 4" WIDE STUCCO BAND (+1) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA (+1) 4" WIDE STUCCO BAND (+1) 8" WIDE STUCCO BAND (+1) cn 019 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR;'�. TEXTURE FINISH. , TRIM COLOR SANDFINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 1" FOAM/POLY NECK TRIM 12" CMU COLUMN, SAND FINISHED STUCCO SQUARE COLUMN DETA01-1 IL 0 SCALE: 3/4"=1'-0" c P, C` , *,Noi 52 o ©; S OF 6 0 �. Ir W } 2 CC �0O} H >o ao wZ)oF- (AUWW Q=WIQ— J W W Y O I- Z �LL00U) Ly Z Z Z ~ Z < cni ¢ J Lu C _ Cr CL U O0 � H Q z cn cz Nt O � Q H 0 0 cn 0 z ft o O0-j ca w j w � a 0 w � a 0 A z � O w (^`0 U W U) O� No �Z.- aaaaa COMMUNITY: RI PLAN # 6102 RELEASED: 6/10/20 SHEET A2. I .l= A �n LEFT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE r� BODY COLOR FINISH `x;'�,: �:. •;>. �. bra..;:•... =k•.i.•1`•!i ;i;Y.:"�y: ;. SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) oCl' ®a o "o a_ l l ddLy�/orvA.gobsa�,,�e�e ' Ir W }2X SOON >�ao W C) 1- c�UWw wa=� CL wM w I..L cc ZZz�w cr�¢2-3 W rL = a- mU)❑OU = Z u- U) �I-a?o cz I 0 �a Q O O O U (n O Z 0o p OEM o w w w 1°c w Oct ONE" cn A w w 0 r U) W G cn O� Z-no �Z aaaaa COMMUNITY: LINKS @ CALUMMINGS PLAN # 6102 RELEASED: 6/10/20 SHEET A2.2 LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 15 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 57 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" ocT 2 i 2029 1. a%% *> �O24 Ir W }2cr �OOF= - } > cr- 0 W F- (AVwW a F- � J IY tY Y Q H Z LL O O C/) ZZZ~Z �JQ< J LLI IL = c �cnp0U �1zLLw � I— < cz ow O � Q Q 2 0 O 0 O 0 � a w � a a� U) w w o. W G z Z O� Ig wz aaaaa COMMUNITY: UNKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET A3 91 s II' _-L STAIR SECTION SCALE: 1 /2"=1'-0" 1 X8 C (RIPP CASH BY SF : Ma 2X4 KNEEWI BASE BOA PER SPEC SKIRT BOARD /CURB DETAIL SCALE: 1 "= 1'-O" SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1 "= 1'-O" AT FOOT OF STAIR OCT c s ATE OF cr LLI } 2 CC �O>.~ >oCQ0 LU I— Q=wF- LLI J LU LU I= ir Y Q H z zzz�z °Cga-j w(L=cca ?c/)o0C) < cz-cz c to Q O � j gH 2 0 O a Lc) flow o1-i A wON" � < U) A � w w z O F I ItY U � 0 I I i I � z O - Fw4 I I I � G Z a a a <1 a I I 1 I I 1 1 1 COMMUNITY: LINKS USSPRINGS 1 PLAN # 6102 ' RELEASED: 6/10/20 SHEET I A4 91 I z i r D 0 n z L li n L r 7 _n r r r Li L D r L r Li L D D r r� Lo N ROOF SHINGLES PER COMMUNITY 12 12 SPECS. (TYP.) � PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. T.O. WALL4 T.O. WDW EXTERIOR WALL - BATT. INSULATION SEE ENERGY CALCS o - CV t\ M T.O. 2ND FL M�� ----------- T.O. M. pp----------- T.O. WDW lll------------ 11 FIN. FLR. II , BUILDING SECTION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) T.O. WALL ----- T.O. WDW — --- EXTERIOR WALL - BATT. INSULATION SEE ENERGY CALCS o - ' N t` 00 in N T.O. 2ND FL O� ' T.O.M. QD----------- T ,jk T.O. WDW------ 00 b t\ LOFT GREAT ROOM MECH 42" LOW WALL CL 12 12 5 i 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. OWNER'S SUITE 42" LOW WALL KITCHEN BUILDING SECTION SCALE: 1 /4"=1'-0" CL HALL BEDROOM 3 EXTERIOR WALL CL BATT. INSULATION HALL — SEE ENERGY CALCS 2 CAR GARAGE BOTTOM OF LINTEL @ 6'-4" A.F.F. PTRY ct LI.I } 2 O O I— > Ir Q 0 W p H Q ? 3: W W J U) W W =) cr Y Q I— Z 'dLL00C/) z Z Z ~ Z Lu J Q 2 J W E 2 ir 2 � cQ 0 U = Z IL U) Q Z p Z cz-� c coc ro Q a 0 � Q Q O O O V Vl O Z .J o a in o u w i-� (J) O w Z w MEN" A A ] Im w w O_ rL U) W G VI o8 ro cezaaaQQ COMMUNITY: UNKS @ CA SA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET A59 "I :7 z Q x J) z 2 ji 7) z 7n z T i O 2 1 2 V z Q 2 i O J 7n z Jn 2 J J) Jn 2 i K J) O z Q z Q z 0 SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN - 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB - (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD TOP OF PLATE (REFER TO ELEV.) INSULATION AS PER SPECS. 2X ALUM WRAPPED FASCIA PRE-ENGINEERED BD. WALUM DRIP EDGE GABLE END ROOF SOFFIT AS PER SPECS. TRUSS - REFER TO STRUCTURALS HURRICANE STRAP EACH END OF �� 1/2" (MIN.) CLG. BD. TRUSS - REFER TO STRUCTURAL TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-0" 2-STORY - FRAMED WALL ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. 12 BOTTOM CHORD VARIES. REFER SEE ROOF TO TRUSS MFGR. DRAWINGS. PLAN HURRICANE STRAP EACH END ' OF TRUSS - REFER TO ' STRUCTURAL. \�Z OIL TOP OF WALL (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. SEE ELEV. BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS 1/2" (MIN.) CLG. BD. HEADER PER STRUCTURALS WINDOW PER PLAN PROVIDE BATT INSUL. I —EXTERIOR FRAMED WALL PER ENERGY CALCS. THICKNESS PER PLAN PRE-ENGINEERED FLOOR TRUSSES 7/8 STUCCO OVER LATH w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED SCREWED AND GLUED - LATH OVER BARRICADE PLUS WRB REFER TO STRUCTURAL (OR APPROVED EQUAL) DRAWINGS FOR SIZE AND ORIENTATION WALL SHEATHING PER STRUCTURAL PLANS TOP OF FLOOR (REFER TO ELEV) " MID -WALL WEEP SCREED/EXPANSION JOINT TOP OF CMU (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. I DRAFTSTOPPING AS - TOP OF WINDOW PER R302.12 WHEN (REFER TO ELEV) CONCEALED SPACE SEE STRUCTURAL EXCEEDS 1,000SF DRAWINGS 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT " CMU BLOCK BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS ATTACHED TO 1x2 PT. FINISH FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION. SCALE: 1/2" =1'-0" ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF PRE-ENGINEERED ROOF \ \ PLAN TRUSSES AT TYP. 24" O.C. ' BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO Z STRUCTURAL. UUUULL)�)U OIL TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - 1x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD SE` ELEV. 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE. SOFFIT PER SPECS SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE h 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL Qr WINDOW SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM - PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ GYPSUM BOARD Z g 3 1/2 w GARAGE BOARD J" GYPSW BOARD J" GYPSUM BOARD NICHE FOI ELECTRIC METER % ELECTRIC LOCATION -SEE PANEL & PLANS. VERIFY WIRING INSTALLATION IN - iv FIELD STUCCO' FINISH _ % ELECTRICAL PANEL ELECTRIC PANEL /,1 c N EXTERIOR CMU BLOCK co EXTERIOP CMU BLO( co WALL WALL NOTE: ELECTRICALp FA - PANEL IS TO BE CONCRETE CONCRET INSTALLED ACCORDING CURB REFER CURB REF TO ALL APPLICABLE �TO PLANS TO PLANS LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL ` CONCRETE DIMENSIONS PRIOR TO Q t SLAB ON , CONSTRUCTION. GRADE r GRADE AT GARAGE ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 SEE ROOF PRE-ENGINEERED ROOF \ PLAN TRUSSES AT TYP. 24" O.C. ' BOTTOM CHORD VARIES. REFER \� TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV) SEE 2x6 ALUM WRAPPED FASCIA ELEV BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ------ SOFFIT PER SPECS CLG. BD. (t" TYPE'X' GYP. BD. SEE STRUCTURAL TO BE PROVIDED PLAN WHEN LIVING SPACE IS ABOVE GARAGE) 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4 SPECS PLANS " SLOPE J SLOPE FIN. FL. s FOUNDATION co PER STRUCTURAL DRAWINGS WALL SECTION Cad GARAGE DOOR SCALE: 1/2" = 1'-0" I ATTIC OR SECOND T_ FLOOR LIVING SPACE il REFER TO PLANS C ME NO FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL 12 SEE ROOF PLAN 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS SLOPE ROOF SHINGLES OVER 15# ROOFING FELT OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END �OF TRUSS - REFER TO ,Z STRUCTURAL. \ TOP OF C.M.U. (REFER TO ELEV) SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 4 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN C@ LANAI/PORT SCALE: 1/2" = 1'-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION orb % ?p?p 00 • ,'J o 7 2 o e o S TE o } _ IC �:00P } >LIJ �¢0 LLJ Q ? 55. a> LLI LLJ Y 0 F- Z �LL.00cn Z Z Z F-Z QJ LLI CL _ d � C/) 0 U =zLLvn ¢Z� �I—cz Q� cz n to Q`J ~ 0 � Q Q 0 0 U 0 to J In WJ U) 0 0 0 J ON" 1-i < La Uu w wo wa cn U) A w 2 w _O rL Ix U U) W tn oa N 1zZ aaaaa COMMUNITY; LINKSCALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET Av.2 BARRICADE PLUS WRB (OR APPROVED EQUAL) * TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS — 2X FRAMING FLOOR -SHEATHING PER SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED LATH I r - - WALL SHEATHING j 7/8" 3-COAT STUCCO - SHEATHING j FLUSH WITH BLOCK WALL I - MID -WALL WEEP—t__ ;REED/EXPANSION JOINT 6" SELF ADHERED / FLASHING 5/8" l COATING � BUILDING FELT ON TOP OF CONC. BLOCK "-- UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING CONCRETE AND TOP OF BLOCK BLOCK WALL I I Z I I I I in EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN "L" FLASHING SCALE: N.T.S. ME a�- N W %mah'�'Nb FASCIA WRAP WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOFMALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL 3� BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH a" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING $" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 Z01 WATERTIGHT SEAL. FOLD. DO NOT CUT. v v BOTTOM FLt#�f E �?02� FOLD INWARD @ PT. A tI f#$y7 CREASE @ PT. B CREASE @ PT. C P. ' o,� . ' ��'�rvc' FOLD PT. C OVER PT. B TILL �' rao r 6 I. PT. C TOUCHES BOTTOM FLANGE'��a .d ®; °o3 ATE OF 1 0�> 9�///IGilll®Q� W WZO= O H >WCa O0 W ❑ F- CC Lu U) 5- W Q E- J CD W W ir cr cc oil W Z Z J J Q Z W CL _ MU)❑OU Z)2zLL(n ��-¢?o cz cz r` o O 0 u O � z LL O OU) j o O ISM a '� IL I w M w a wA a ..1 w w 0 W G U) 04 �o IxZ Q< COMMUNITY: CALUATRUW PLAN # 6102 RELEASED: 6/10120 SHEET wpom i D z z n 0 z r z 5 n ri z Q r n z Q J n u _ z n r r u L D r L r L _ D 0 z 0 WRB INSTALLATION SCALE: N.T.S. F SEAL EDGE OF P.T. WOOL BUCK TO MASONRY * ° No ST 72 <c e TE OF °moo ONAI :,'`�.a EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. Stretc�rbl�e Flashingru WOOD OPENING WATERPROOFING SCALE: N.T.S. Cr J F- LLB Wz0T O wWz0 >oC¢O w 0 l- � w Q 2 > Q Y O 1-- z LL O _O U)z z ~ z W �aQ2J w w = w �c/)pOv �2ZL-cn �I-QZ� �a ¢r i C O �d� Q 0 0 U 0 m to 0 0 t) J o 0 a� w Ixw w wA a U) .j w z 0 aC U cn w 0 U) 04 � o COMMUNITY: LINK AL SA PRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET GYP,m2 Cn c� z Q 06 U) z w U) w z U) cD cr w w O Cr w w _ O 0 z Q IN 3-BULB HALL BATH 3-BULB d-%%AfNAr- i r- r GFII' L--J' 220V i GFI LAUNDRY L______I ADD BLOCKING LOFT CL ADD BLOCKING BEDROOM 2 OS WIC ADD BLOCKING OWNER'S SUITE I t Sp I I LIGHT FIX. DATA hn I I I I i .-..► L CL r SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ADD BLOCKING BEDROOM 4 2" PVC CONDUIT 2-2/0 COPPER 1 -1 /0 COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE I III III III III III ELECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" A/C DISCONNECT 20 AMP DED. OUTLET FOR HOOD/ OPT. MW HOOD RANGE WH DISCONNECT ELECTRICAL KEY b� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH 4 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE I- WALL MOUNTED INCANDESCENT LIGHT FIXTURE 01 VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) ID PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR Q SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 41 ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX /I,— STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2014 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4.OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE PER FBC E3901.9. W } 2 � �00� } >oWC¢0 W 0 H W Q Q w QpWF- _ J > IL U) LLj LU cc CC = Y 0 H Z 06LI_00cn ZZZP:z CC J Q M J W CL==D.. �cn000 =ZLL.CI) H Q z Q O ., 0 Z la— 0 O uA o za 1°01 O � u? � U oWU Opp z u w w I� E w U) A 0 0 w O W G oa rno 16z QQQQQ COMMUNITY: SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET E1*1 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" IY W } 2 IY �00� } >cr-<0 (AV�W _ > J 5 iY iY m Y 0 F- z LL00U) zzzF- z w J Q � J W CL cr— 0V p2z�u� < cz cz coc 0 � a Q 0 0 0 U O Q OQ � o OC � w o z `� w a w w a o. A � w w 0 R lx U) W G N O� �o z a a a a a COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 6/10/20 SHEET P 1 1 0 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-03/0T ---- ----- M13-2 8F8-I13/oT ----- (1) #5 M13-3 81`16-15/IT (1) #5 (I) #5 MB-4 8RFI4-15 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL RE►NFORGEMENT 5HALL BE 6RADE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW 5HEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 50-3 15TRUGTURAL DETAILS P1355-I 15TRUGTURAL DETAILS 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING GORE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 a 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi; ....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW F I N15H 6RADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL BE REINFORGED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALL5. (A5 SHOWN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB EDGE5, AND OTHER LOCATIONS WHERE 5LA13 CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CLOSE TO 5GUARE5 A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I � I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"4.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* 50LE PLATE TO J015T/BLK'6. (5) NAILS ® 4" o.c. (5) NAILS ® 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS ® 6" o.0 BLK& BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS a 24" o.c. NAIL5 a I6" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP a GORNER5 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 2Y2"4.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE 5HOWt) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REKU I REMENT5 FOR THE FOLLOWING WIND SPEED � EXP05URE ONLY: 140 MPH - EXP. B N ND I MPORTANGE FAGTOR = 1.0 NTERNAL PRESSURE GOEFF I G ENT = ENGLOSED, +/- 0.16 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REGU I RE5 FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL SHEATH I NG SPEC I P I CATIONS ND I GATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTEN I N6 5PEGIFIGATION5 BEYOND THAT OF 5TANDAR0 GON5TRUGTION 5YMB0L SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W PI 2Y2"x0.131" NAILS @ 6" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2y2"x0.131" NAILS @ 3" o.c. ALON6 PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN. 3, ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER W %"0.131" NAILS @ I6"o.c. USE (8) %` 0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARGHITEGTURAL DRAWINGS FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER5. 8, A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR SHEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. Window 4 Door AlIoNable Wind Pre55ure5 40 MPH Wind Zone Ex o5ure B OPENIN6 5IZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.l P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +IcI.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 50FT. +I8.0 P5F/-Iq.B P5F +I8.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 %F/-11.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 1-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 0156/PLYWOOD 5HEATHIN6 2446, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 0 6" O.G. IN FIELD. FASTEN SHEATHING TO 6ABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 a 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 � BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4.131" NAILS a 16" O.G. UPL I PT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T 5146LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I::: :I EXTENT OF OVERFRAMIN6 •-P-- - ---- ----INDICATES I/8"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOL170AN / STRAP SCHEDULE 5YMBOL SPEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = l P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING STAIRS 4 DEGK5) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = .200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED R15K GATE60RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 a I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS 5PAGED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"4.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 05D FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED&E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"0.131" NAILS a 8" O/G OR 2 ROW54"x%" 51MP50N 505 5GREW5 (OR 3142" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL565GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" SIMPSON 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5( REW5) ® 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GRE11,15 2" FROM E06E. A SOLID l" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 0 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PE61FIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 25/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"4.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL STAIR GONSTRUGTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE 5LA13 w/ (3) 3/16" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: ti , ckj �`" % - Qz do 10. o. S AT ° O F 40 © copyright : MULHERts�lll�l� Structural Engineering, Inc, aCD z. JCE w w z o c� c) z w 0- Z= C E WW cn •� Z� m E a a• Jz MS y UJ WW N C cc �. M d IV M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: 1 0-09-20 REVISIONS: date: initial: 05/20/20 K6K ADD LAM 10/0q/20 MJT MRf DM TO BE GARAGE R &ff a C r, Z d 0 0 � Ld LL O w � Z � 0 J a. � Q Ln Ld Ld i i sheet: SM0.0 1 I• 2 5D- 35'-0" 13'-0" 12'-0" 10'-0" 1. PATIO 5LAB:-------- 3 Y2" GONG. SLAB ON GRADE (2500 P51 I 12" WIDE GONG. MIN.) w/ 6x6—W1.4xW1.4 TURNDOWN EXTENDED MESH OR FIBER MESH I N I100 MIN. 12" BELOW GRADE ON Q5% GOMPAGTED L FILL OR VIRGIN 501L. q I 2 HVAG 5D—I 5D—I 3 STEP I 5D—I UNIT 2\ ......... t I � GONGRETE SLAB: 3 Y2" GONG. SLAB ON GRADE (2500 P51 MIN.) w/ 6x6—WI.4xWl.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON 615% GOMPAGTED FILL OR VIRC71N SOIL. r 10'-2 1/4" 6'-3 3/4' • I 8"xl6" THIGKENED 10 SLAB UNDER 5D-I BEARING WALL . I (TYP.) 5.6.D j REGE55 PER MANUFAGTURERS INSTRUGTION NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. s I 18'-6 it Is F 7 — 3 Y2 5TEP I STEP VARIES 4 I I 5D—I Lle —0 I I � I SD —I I I 4 5D—I I GARAGE 5LAB: 3 Y2" GONG. SLAB ON GRADE I • (2500 P51 MIN.) w/ 6x6—W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON 95% GOMPAGTED FILL OR VIRGIN 501L. W I I24"x24"xl2" PLAIN 2 6 GONG. FTC. w/ TOP OF 5D—I 5D—I FTC. 12" BELOW TOP OF 5D—I r — I r- HOUSE SLAB (TYP. OF 2) I•.I I.•I L — J L J M 5LAB PLAN SCALE: 1/4"=1'—O" (2244 SHEET) SCALE: 1/6' I'-0" (IIXI1 SHEET) 2 5D- LEGENn • ® INTERIOR BEARING WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING • - - �INDIGATES 1/8"x1" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: ti,.�`�f �• �!c©8��� N m SATE F © copyright : Inl� Structu4f14Joae kVCm Z z LU LLI W z c C z W J Ga.. Q � Z� E .CQ1 C W =a E JZ > -wog W � Y O y 2 LN c N c. Cn M IV M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 10-0 9-2 0 REVISIONS: date: initial: 05/20/20 K6K AM LAM 10 0 //G 20 MJT MRRORED TO BE 6ARA6E RIGHT � Q, sheet: d 0 J LL W W p z 0 LQ � U � in d r_-1 Y LLJ 0 Z J _l Fm 1 .0 i r- Is r- 35'-0" 11_211 61_211 i. 4`0" i. 31_2" ' 51_2II MB-I 4'-0" 3'-2" 3'-2" I'-0 ' 4'-8" 1'-0 ' 16'-0" I'-4" 10'-4" 6' 18'-0" 55'-0" BLCCK PLAN SCALE: 1/4"= I'-0" (22x34 SHEET) SCALE: 1/6"=1'—O" (110 SHEET) T-- r— T- LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r-.-.7.7.71 I:::::::::I EXTENT OF OVERFRAMIN6 Lii—'-I —INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID 13LOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 SF&-OB/OT ----- ----- MB-2 &F8-I5/OT ----- (1) #5 MB-3 8FI6-I5/IT (1) #5 (1) #5 M5-4 &RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T—GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal; �'"fie -,=<� \ YY ® Fa,n f ATE OF © copyright: MUL(IEAw L "�®® Structural Eng mq me CD z JLU w w Z c CM M z w a J dJ a Z= QU UCC ,4 a) .5 j =a m� Jz Q. Mg W Y O yLU O m � N cc :� M d IV IV M&K project number: 068-2001 project mgr: ,J S B drawn by, MJT issue date: 1 0.09.20 REVISIONS: date: initial: 05/20/20 KCGK MJT a Cz a 0 0 J U. w W C] Z 0 z d CL Lo U LLJ O '� Y m Ld �J sheet: Fo42.0 VF—AV I AKIAI i7QnPPPT) RFAMC,. LEGEND • ® INTERIOR BEARING WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF SHEARWALL I: • ::::::: I EXTENT OF OVERFRAMING •— - - --INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOGATION OF REINFORGED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKING UNDER POST OR JAMB ABOVE. HOLDOAN / 5TRAF SCHEDULE SYMBOL SPEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO GMU WALL W (1) 51MP5ON M5TGM40 STRAP w/ (12) )4" 5T-I DIA x V4" LONG TAPGONS INTO GMU. DESIGN AGGOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) P.T. PO POST PROVIDE (1) 51MP5ON G52O STRAP ON EAGH EXTERIOR FAGE OF POST, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4"=1'-O" ROOF FRAM I NO • SEE ROOF TRUSS UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRUSS GONNEGTORS. • ROOF 5HEATHIN67 SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHING 24/1( EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS W 2 3/a"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGE5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W 5IMP50N VTGR GLIP5 0 24" O.G. • ALL METAL HANGERS SHALL BE SPEG I F I ED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DWGS. SHALL BE SUBMITTED TO ARCH $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16" O.G. UPL I PT CONNECTORS BEARING GONDITION TRU55 GONNEGTOR LENGTH < 15' 5IMP50N H2.5T 51NGLE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 5IMP50N HT52O 51N6LE ROOF TRU55 OR PORGH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 5IMP50N HETA16 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DESIGN THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTOP HOOD TRUSS GONSTRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal �hTE OF ° © copyright : MULA �L „� a Structural Encf iPie&41 KW% ac0 z Ji-= w LU \/ Z i z z w J Q z U W� JZ W y W I IV M&K project number: CN 0 rn a dE o v —CZ. CM E m Q 1 CD o Y 0 m` O N M d 068-2001 1 project mgr: J S B drawn by: MJT issue date: 10-09-20 REVISIONS: date: initial: 05/20/20 KGK MJT z d CL Q a (D 0 Z LL W � Q 0 Z 0 � a 0 a a 2ND FLOOR �R*MING PLAN 0 ,J J SCALE: 1/4"=1'—O" (22x34 SHEET) � SCALE: 1/6'*'-0" (110 SHEET) i 7 I-L� T i i ^ ICI u � � 0 IN LLJ z J J sheet: Sm 1.2 LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 *°- -- ------INDIGATE5 I/8"xl" 5AN GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE ID (5EE NOTE5) J L METAL HANGER IN0I6ATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. IN 0 0 r ROOF FRAMINC6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHING SHALL BE 7/16" MIN. 055/171.YNOOD 5HEATHING 24/6, EXP05URE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/b"x0.113" RING SHANK NAIL5 (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL ED6E5 8 0 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END 8 DRA6 TRU55E5 w/ RIN6 SHANK NAIL5 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 5G51 I " GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLINS d BRAGIN6 OF METAL PLATE CONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH & EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • 5UPPORT PORGH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4.131" NAIL5 0 16" O.G. UPL I fT GONNEGTOR5 BEARING GONDITION TRU55 GONNEGTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 5EARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EAGH ROOF TRU55 5HALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON515ILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED HOOD TRU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-7-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES 0 Dill— seal: No S TE OF >� . V © copyright: MULI EW&ftivo I p l W Structural Engineering, Inc. Lo z z JLU w w Z o c0 rn z w J N a Q Z= Qo U_ . 4 c E LU� cry CZ •� ICZ M E Z Co W p Y o y LY m` Cm Cr) d M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 10-0 9-2 0 REVISIONS: date: initial: 05/20/20 K6K 10/OQ/20 V I 2 2x6 y 2)2x6 2 2xl 'Q — u — — — —�— �25 I 0 �-2 I I.L -------� a W C� Q Z 0 x z a (n � Q U) ROOF FRAMING PLAN J SCALE. 1/4'*'-0" (2204 SHEET) i i � U scALE: 1/6"=1'—O" (110 SHEET) 0 �UQ 0 �e x Ld �z 0� i sheet: SmI.3 FILLED GELL5 (5EE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 6ARA6E (1) #5 VERT. FROM FT6. TO OVER %" FURR STRIPS -PER BUILDER " TOP YIEW ®CORNER BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID HOUSE SLAB (SEE PLAN) GONG. OR PAVER DRIVEWAY m I h— I 4:: 6ARA6E WALL BEYOND 6ARA6E SLAB (SEE PLAN) Z � co 6 _ _ -1 I I —III— tY I III - =1 11=1 -� I I 1=1 I< 1 III— `' I ' =1 I m l l l III d a III II—III—III—II1- I I--III—III—� 1=1 I IIII e I=1 III=III=III=1 III —I 1- 11= e ° e a. e 16"x8" THICKEN EDGE N/ (2) #5 CONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NM 8" GMU BLOCK 8" WIDE CONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" 6ROUT GELL 5OL11 z� a� O . GRADE Cz V -III—_ 4Liir:L; El I I-- - 1) #5 DOWEL W/ 6" HOOK AT II —III —I ALL VERT. HALL REINF. III—� I III=III= 1111 I (SEE PLANS FOR LOGATION) - GLEAN GOMPAGTED 111—III FILL o q5% I'-O" MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W/ (2) #5 GONT. ON GHAIR5 HHERE 2ND STORY HALL OCCURS DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6.5HALL BE 1'4' HIDE w/ (2) #5 BAR5 (D GARAGE CURB DETA I L SCALE: NTS 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 5/4" FURR 5TRIP5 -PER BUILDER MTL. THRE5HOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. III-1 I I I=1 I l i l _ _ 'II=III- c�% I —I I I III —I 11—Ill-1 11- -III—� I —I I I —III —I 4 III-111—I I I- - I; 1 m 11 E I I I —I 11=1 I m y 111 I l i I I I I I -_-_I I I � 11_15 � II II III —III= —III _ III- MONOLITHIC II,;III11111I1=1III�II 1— GLEAN COMPACTED III— FOUNDATION H/ (2) #5 FILL o q5% STANDARD I'-O" CONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2NO STORY HALL OGGUR5 DIREGTLY ABOVE THE 8" GMU HALL SHOWN, FTC. SHALL BE 1'-4" HIDE W (2) #5 BAR5 EXTERIOR OUTSAI NG I$ 56D POURED 5I LL5 DETAIL ' =111— ° III =I 1) #5 DOWEL Hl 6" HOOK AT --= _=1 I I-- ALL VERT. WALL REINF. =III=III =III (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED 111111111I 11111111 -- FILL o q5% II -IN„ MONOLITHIC FOUNDATION STANDARD DENSITY MIN. W(2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OGGUR5 DIREGTLY ABOVE THE 8'GMU WALL SHOWN, FT6. SHALL BE 1'-4" WIDE W (2) #5 BAR5 FOOTING SECTION N/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) Li � d d < e d " III —III —III —III —III—III- cx I —III III —III —III —I � 1- '—III—I —� III —I I I I —III —III —I � I- III- -� m III I I I —III —III= I "L`-- MONOLITHIC i"—='— "'I --- FOUNDATION W/ (2) #5GLEAN COMPACTED FILL o 95� STANDARD I'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCCURS DIREGTLY ABOVE THE 8" GMU HALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 ENTRY DOOR 17ETA I L 6 SCALE: NM Y"(Px6"LONG PRE55URE 51MP50N TITEN HD TREATED BOTTOM 5GREW5 0 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL All ° .0 Cz UPLIFT GONNEGTOR5 SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. I I NT. BEARING WALL POOTI NG DETA I L -1 I 8"x8" THIGKENED — SLAB H/ (1) #5 GONT. FATIO/PORGH/LANAI SLAB (SEE PLAN) TH I GKENED EDGE DETA I L 3 SCALE: Nr5 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN, 30" 61ROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) `r I EXP JOINT R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) e I —III —III —III a I —III —III —III —II .°° —III—III—III-111 III —III —I 11= I 1= 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I I I =III=III=1 I 111= (SEE PLANS FOR LOCATION) GLEAN COMPACTED -� I ,IIII—III—III I 1-11 I— FILL o 115% MONOLITHIC FOUNDATION STANDARD DENSITY 1�-O: N/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND STORY HALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOHN, FT6. 5HALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-13OLT5 6" FROM EA. END OF WALL AND SPACE o 52" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER PT BOT. PLAN A STUD TOP 4 PLT. BOT. II d e a a e e< e 1100, (2) #55 GONT. W—/ 3" MIN. CLEAR UPLIFT CONNECTORS 50GH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID _zQ x a� O RAPE I I —I 11-1 11=1 11- R4.1 FI-FOIL OR EQUAL OVER %'" FURR 5TRIP5 -PER BUILDER •'.u.��TiTi�� HOUSE SLAB (SEE PLAN) III t, seal: h11� �� o • G. v - z ATE OF s�onlAL i`— © copyright: MULHERN 9141, P, 1 0 Structural Engineering, Inc. z z JLU w W C /Z V Cn Z w a J N Q Z= � Q� C) 0. a W� `r' :� :C—A 3 m E Jz Z ag � MW i0 Y y W 0 M oc di C M O. M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 10-0 9-2 0 REVISIONS: date: initial: 05/20/20 K6K AM LAM 10 Oq/20 MJT I—III- TFPVG GHA5E SLEEVE TO BETWIGE I I—III—I11- THE DIAMETER ofPROTECTED PIPE Ct 'r -1I GLEAN COMPACTED 11= I-111 FILL o q5% MONOLITHIC FOUNDATION Rf STANDARD DENSITY I _O N/ (2) #5 GONT. ON GHAIR5 Cz MIN. O WHERE 2ND STORY HALL OCCURS DIREGTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. 5HALL BE 1'-4" HIDE W (2) #5 BARS CHASE DETAIL S SCALE: NT5 sheet: a 0 0 J LL LLd U p z 0 x 0 � d U � to ¢ W o z J J SCALE: NM SCALE: NM SDm 1 0 PROVIDE 50LID SHIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 3/b"x0.113" RING 5HANK NAILS ® 6" O.G. 2x6 FA561A -5EE ARGH REINF. MA50NRY LINTEL/ BEAM - 5EE PLAN FOR 5PEGIFIGATIONS. SECTION 3 5GALE: 8/4"=I' 2x EXTERIOR WALL -5EE PLAN FOR SHEATHING AND GONNEGTION 5PEG5. - EXTERIOR WALL 5HT'6. TO RUNS GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FA5TEN LADE TRU55 TO EA. BLK6 PANEL W (3)3 Y4"xO.131" NAIL5 MIN. 2 Y2"x0.131" ® 3" O.G. INTO LADDER TRU55 FA5TEN LADDER TRU55 TO GMU---/ 2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT BOND BEAM w/ 51MP5ON HETAI6 48" o.c. FACE NAILED TO TRU55 TOP 8 EMBEDDED STRAP ® 160" O.G. BOTTOM CHORD W (4) 3"xO.131" NAIL5. STRAP MAY BE IN5TALLED ON IN50E OR OUTSIDE FACE OF TRU55 8 GMU BOND BEAM W/ (1) #5 GONT. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8 REINF. GMU WALL -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 SECTION 38 5GALE: 8/4"=I'-0' 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 FA5TEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAIL5 ® 6" O.G. FA5TEN FLOOR FLOOR TRU55E5 5HTG. TO FIR5T -PER PLAN TRU55 w/ 3"x0.131" NAIL5 ® 6" o.c. ALL LAPS IN MA50NRY 25" RUNNINQ BAR #5 BENT CORNER BAR GROUTED GELL TYP. CORNER PERT. AALL RE I WORG I NG DETAIL 5GALE: MS FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING 5HANK NAILS ® 6" O.G. ED E� T 2x FA5GIA Z' -5EE ARC'' 2x 5HEAR WALL - 5EE PLAN FOR 5PEGIFIGATION5. - 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3 Y4"x0.131" TOENAILS SECTION 25 5GALE: 3/4"=1' FASTEN ROOF 5HEATHIN6 TO 2x LEDGER w/ 2 3/e"x0.113" RING 5HANK NAIL5 ® b" O.G- ROOF TRU55E5 PER PLAN --\ FASTEN EA. TRU55 TO LEDGER w/ 51MP50N H2.5T 2x LEDGER --------- -REFER TO "ROOF FRAMING NOTES" (U.N.O. ON PLAN) VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL - -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 2x6 BLOGKIN6 IN EA. TRU55 BAY FA5TENED TO EACH GRO551N5 STUD w/ (3)3 Y4"x0.131" NAIL5 5EE DETAIL 37 FOR ADDITIONAL GONNEGTION INFO 4 5HT6. FA5TENIN6 SECTION 6 5 5GALE: BY WINDOW/DOOR MANUFACTURER FLOOR TRU55E5 -PER PLAN NOTE5: FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 W 3"x0.131" NAIL5 ® 1611 O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF WWX4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I YY MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOKOOOR TO 5TRUGTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X 13UGKED OPENING, U5E (3) ROW5 OF 3"0.131" NAIL5 5TA66ERED ® 12" O.G. EA. 50GGE551VE BUCK. 4. MIXIN6 OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENING) ARE MET. 5. ADDITIONAL HOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROW5 OF 2 )z"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. BUCK DETAIL(D.LAIN!PONDOOR NT5 �} SECTION 6 I 5GALE: s/4"=I'-o' FASTEN ROOF SHEATHING TO END TRU55 OR 2x4 NAILER w/ 2 Y2"x0.131" NAIL5 ® 6" o.c. FA5TEN BOTTOM GHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON W 3"0.131" NAIL5 ® 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. t HORZ. REINF. 5PEG5 EXTERIOR WALL 5HT'6. TO RUN GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO 50LE PLATE 2x GONT. RIBBON (TOP 8 BOTTOI FASTEN TO EA. TRU55 VERTIGAL w/ (2) 3 Y4"x0.131" NAIL5 2 Y2" x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKING/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION 3� 5GALE: 3/4"=1'-0" VALLEY 5ET OVERFRAMIN6 * PROVIDE SOLID SHIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON W 3"x0.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO CONT. RIBBON W 2 Y2"x0.131" NAILS ® 6" O.G. FLOOR TRU55E5 -PER PLAN 8 GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 T''F I CAL OVER�RAM I NG CONNECTION DETAIL 5GALE: N.T.5. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. VVI J "vo C: ® 11 re OF © copyright: MULHE6r 4kj���� Y�O��`��` Structural Engineering, �nc. oCD z z JLU w w Z c CD rn Z Z w J CDQ zoc � Qo U c = �. ►Q �- C E m i Q J ~ > Q Z W p -0o Y o 0 y m` W C N Cr)a M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 10-0 9-2 0 REVISIONS: date: initial: 05/20/20 K6K AM L*W 10/04/20 MJT MIRRORED TO BE 6ARME R&ff CU a r, sheet: SD2 �r w BOND -BEAM �—GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW 51LL, WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW DE T>�IL Q=LA���Nl!�I'IFIER TRIPLe WINDOW SIM. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION IN5TRUGTION5. FUTURE 8" GMU BLOGK T DRILL 6" INTO EX15T'G SLAB, EPDXY $ DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE �II i I 5EE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HONN HERE i— #5 VERT. BAR TO BE LOCATED PER PLAN 1 Q IN GROUTED GELL I- I z I � 1 6RADE _I I I — —I I I —I I I —I I I a I I o A I M—I I I—1 I I I C I: III=III—III a I —I I=1 I I=III M 155ED DOWEL RETROFIT DETAIL WALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE p RETROFIT DETJ4I L 2x OR I" 05B DEGKIN6 — (TYP) 5EE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION 4FO NOT 5HONN HERE A5TEN EA. ROOF TRU55 TO GMU W ,IMP50N M5TMI6 TN15T 5TRAP. A5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 11 LONG TITEN 5GREN5 'ROVIDE M0151URE BARRIER 'LATE (PER TRU55 MANUF) AGH TRU55. 'ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO :OOF TRU55E5 ® EVERY OTHER BAY A5TENED TO GMU wl (3) Y4" DIA. x 3 y2" LONG APGON5. FASTEN BLOGKIN6 TO ROOF RU55E5 W (2) 3 Y4"xO.131" NAILS ® EA. END. (1) 51MP50N - A35 GLIP EA. 5TRI N6ER (3) 51N6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 GLIP ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO GONGRETE w/ (3) %" DIA. x 3 Y2" LONG TAPGON5 5TJ41R SECTION I SCALE: 3/4"=1'-O" FLOOR TRU55E5 (5EE PLAN) FLOOR 6.T. - PROVIDE VERTIGAL5 OR 50LID BLOGKIN6 EA. 5TRIN6ER LOGATION FASTEN EVERY OTHER TRU55 (w/ NEB BLOGKIN6 A5 REQ'D) TO 2x BLOGKIN6 w/ (1) 51MP50N A35 GLIP — RETROFIT DETAIL Q SCALE: 8/4'=1'-0" 5EE DETAIL 37 ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HONN HERE PROVIDE SOLID BLOGKIN6 A5 REQ'D FOR STRAP FA5TENIN6 FULL DEPTH BLOGKING %" 05B (MIN.), 0/4" LVL OR TRU55 FLOOR TRU55E5 BLOGKIN6 PER MANUF.) @ 45" -PER PLAN O.G. FA5TENED TO 2x BLOGKIN6 w/ (1) 51MP50N A35 CLIP--, FA5TEN EVERY OTHER TRU55 TO GMU N/ 51MP50N MT5MI6 TW15T STRAP. FASTEN 5TRAP TO GMU w/ (4) Y4' DIA. x 2 Y4" LONG TITEN 5GREN5 2x6 FLAT BLOGKING (BETWEEN TRU55E5 - 16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (5) Y4" DIA. x 3 Y2" LON6 TAPGON5 ® EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOGKIN6 w/ %WxO.131" NAILS ® 3" o.c. 5EE DETAIL 55 ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HONN HERE FLOOR TRU55E5 -PER PLAN " — FASTEN BLOGKING TO GMU w/ 51MP50N MT5MI6 TN15T 5TRAP. FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2Y4" LON6 TITEN 5GREN5 \-2xb FLAT BLOGKIN6 TO EA. 51DE OF 05B BLOGKIN6 (16" MIN. LENGTH) FA5TENED DOWN TO GMU w/ (5) 4" DIA. x 3 Y2" LONG TAPGON5. FA5TEN LADDER TRU55, TO 2x BLOGKIN6 w/ 3NO.131" n TOENAIL5 ® 3" o.c. �17R1OFIT DET,� I L LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal �'`�✓`��. ,^- : T177, : y v ATE O� ®Q © copyright : MULHER%4 L®�o Structural Engineed j,Mc�.®® z z JLU w w CN Z_ c cz) z w CD CL J a Z ¢ a F- v v 0.d C E UJ � = j 0 CD Q Q� Jz CD W Y o CAm` LY � cv C■ M G. M&K project number: 068-2001 1 project mgr: ,,J S B drawn by: MJT issue date: 10-0 9-2 0 REVISIONS: date: initial: D5/20/20 K6K 10/014/20 MJT W o LL d w ui Wz 0 0 x J � U) � Q W LLj z (n Ld J J sheet: SDPo3 t` PERMANENT ROOF TRU55 BRACING NOTE5: (51NGLE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRAGED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION %5I) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLING, RE5TRAINING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 5HEATHIN6. • IF 5HEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP CHORD, GONTAGT MW FOR BRAGING DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORD5 5HALL BE BRAGED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTICALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRAGE: WHERE 13RAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRAGE5 (REFERENCE BG51-63 FI6URE5 53-16 4 53-11). SHOP APPLIED REINFORCEMENT PER BG51-1133 FIGURE5 53-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN5 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' 4 T' REINFORCING TO BE A MINIMUM OF Q0% OF THE LENGTH OF THE VEENERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTIGAL W/ 16d GUN NAILS (0.131x3 1/2") AT 6" O.G. b. CONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFIGURED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL BRACING MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. • GONTINUOU5 ROWS OF LATERAL 5RAGIN6 5HALL GON515T OF MINIMUM 2x4. ROM 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N V�IEB W (2) 16d GUN NAIL5 (0.1310 1/2"). • GONTINUOU5 LATERAL BRACING SHALL BE RE5TRAINED BY DIAGONAL BRAGI% (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF '51UD' GRADE MATERIAL). TH15 BRAGI% 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGING AT VERTICAL WEB MEMBER5 OF TRU55B GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) 16d NAIL5 a 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/055 A ROOF 5HEATHIN67 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRONG6ACK (NOT REQ D FOR STRUGTURE) DIRECT -APPLIED PLYWD/05B GOMPRE5510N WEB (5LOPIN5 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE a (3) OR MORE ....................... ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 5HOP DRAWINGS FOR LOCATIONS) i 2x 5TRON6BAGK MAY BE IN5TALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PACING AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) DIREGT-APPLIED GWB GEILIN6 5EGTION B-B ALTEIMATE FERW H (3) OR MOM SHLAR 1R MM NM 6ROLM A N DIREGT-APPLIED GWB GEILIN6 — TYPICAL TRU55 ELEVATION WEB MEMBER REQUIRING BRACING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE IN5TALLED FOR GON5TRUGTA5ILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) 'L' OR TBRACING o WE35 DE516NATED BY TRU55 MANUF. PERMANENT TRUSS BRAG I N6 DETAILS 4 NOTES SCALE: NODE DIRECT APPLI® 0EILIN6 LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME I$ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal nn �sfiaoa 10 O' on .Q o E °C �OF ra�C 'o. © copyright : Mdk4Qj�ilt� . `��� Structur1f44 jgq%jge%% aCD Z_ Cr w w N Z g CD C" Z w aQ. J i Z= Q U �Q t E V) jm nc a Q. Jz M W Y C o y M W C N C■ M a 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 10-0 9.2 0 REVISIONS: date: initial: 1 05/20/20 KGK MJT sheet: PB§, BIII4 I 1A L Ll