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HomeMy WebLinkAbout6871 Shelby Lynn WayABBREVIATIONS 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 Q ANGLE MIN MINIMUM Cad 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 1/13 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 DW DOOR DISH WASHER QUAD QUADRUPLE DWG D.S. DRAWING 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 FRM 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 wC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR wWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB vn an Ian TM Compani,es 90 Matawan Road Matawan, NJ 07747 (732) 747-7800 EMERALD ASPI.. RE ELEVATION "B" 6871 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 013 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 COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES A-1.1 FIRST FLOOR PLANS A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-4.1 STAIR & RAILING DETAILS A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS WP-1 WATERPROOFING DETAILS WP-2 WATERPROOFING DETAILS AL WQQ S �,.L COMPLY WITH PREVAILING E-1.1 FIRST FLOOR ELECTRIP, COal <<"DE P-1.1 SLAB PENETRATION PI�� NAL � MCA=?IL` �`0,1)E, TWA CI 'r'a� .�PHYRHILLS S-0.0 STRUCTURAL NOTES ORDINANCE$ F-1.0 SLAB PLAN REVIEW DAIWV F-2.0 BLOCK PLAN CITY OF ZEPHYRHIL S-1.3 ROOF FRAMING PLAN PLAN EXAMiNER SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS AREA TABULATION ELEVATION "B" 1 ST FLOOR 968 SF 2ND FLOOR 1,353 SF TOT-J.....;�A/C 2,321 SF ENTRY 36 SF GARAGE 386 SF LANA1 120 SF TOTAL UR 2,863 SF 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." RELEASE HISTORY pIM coly✓ 1 �A e a o No 77824 _ • _ STATE OF ate_ 'U W o°F- } >�Q0 W cnUWw ¢w� J C/) W W �xocor �101—Z cyLL00C/) Z z ~ Z Z �(Q�_j W 0. _ cc 2 =zLLU) Q Z 0 ' 4 , n c OR O .� 0 0 Z u A 0 m WNW c �--� I" O w� .J wAi wM x won" (n (L c W O u w W O R U) w G U) z� 0 �o wz aaaaa COMMUNITY; LINKS AT CALUSA PLAN # 6102 RELEASED:10/09/20 SHEET cS* 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 4 INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL I 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". NAT-MR ATT.4 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 Vz" 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 /2" 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. L 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 M2) 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 MANUFACTUREROS 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 A REGISTERED DESIGN PROFESSIONAL. • IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA 250, OR FMAIAAMA/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 01'I 16 2020 REQUESTING THE FRAMING INSPECTION (FBC 110.6) �01do � o 0 NO r/S24 �e a S ATE OF C= w _ M �o°� >crao W=)0 - ¢0�W w wg J �ZZ�w �g< wa=ca U) 0 O 0 � = Z wU) pr cz a 0 Q o Q 0 U 0 (n .� w mImm O 0 z O w w M zNommim °- U) w A w x w O U 04 �A lzZaaa aa COMMUNITY: LINKS AT CALUSA PLAN # 6102 RELEASED:10/09/20 SHEET CS.2 35'-0" SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" (22"X34") (22"X34") SCALE: 1/8"=1'-0" (11"X17") 35'-0" lo 13'-0" 12'-0" 10'-0" „ 11 I-0" 6„ STUCCO WRAPPED p ---- BEAM ---- p a " I STUCCO WRAPPED I a Lu a " (LO0 -, I 4X6 POSTS I 3 � LANAI I @ U 8'-8" CLG. I u O o c 0 m MOISTURE RESISTANT 10 m °' DRYWALL CEILING I 9'-4" 13'-4" I 7'-2" 5'-2" 10 I I I I O Lo co co 06 u� = J oC ° Lu pC =0 cn U 35 GREAT ROOM 8'-8" CLG 9'-42" 3-SIDED ACRYLIC SURROUND R&S L CL (4)12" SH 8 3'-0" 2X6 WALI 5'-112„ 3,-12,� 1'-31 CV CV T EXTRA SUITE 8'-8" CLG 10'-1 " 22'-5" m mi CV XFER GRILL FOYER 'r 8'-8" CLG 5'-32" DINING AREA 8'-8" CLG `Icl&rm I i I o0o i cy) I io KITCHEN In 8'-8" CLG 1„ 3'-3" 7 -82 �i ---- °1 I 36" HT. FLAT Di COUNTERTOP N ISLANDS I 2x4 STUD WALL & REF. SOFFIT BELOW STAIR Fe3'-52" �A ERLINEI�_7- 1--11 W/ k GYPSUM BD. °0 •I ._ 3'-7" 81.0211 ad m 2868 SC W/ SELF CLOSER LINE OF 2" CONC.CURB 2 CAR GARAGE 1/2" WALL BOARD ON GARAGE SIDE 5/8" TYPE "X" PROVIDE CEILING BOARD INSULATION AS ABV. REQ'D 0 N ------------------------------- I 18'-32„ \\ I 16'XT GARAGE DOOR "25 SH 4'-0" 37" 63" EGRESS 8'-0" 5'-8" 16'-0" U ENTRY 8'-8" CLG go9 goo u- co oo U- cn Co FLAT --SOFFIT�. > @ 8'-0" 12X12 COL. 4'-8" '-0' 10'-4" 6'-8" 18'-0" 35'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" (22"X34") (22"X34") SCALE: 1/8"=1'-0" (11"X17") -0 �t 0 LEGEND SYMBOLS A BUILDINGIWALL SECTION sBr MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS BEOM WALLS: REVIEW STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING WALLS. HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; 1 1/4" MIN TO 1/2" MIN. 1-1/2" MAX DIAMETER 00 RETURN M HANDRAIL SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH FBC 611 EDMON STAIR DIAGRAM N fJ 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 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID OLID SURFACE R16" O.C. FOR COUNTERTOP OVERHANGS GREATER THAN 10" TOP PLATE 1' 2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. f BASE CABINET AS BD. PER SHOP DWGj N WD.BAS LDE MOING FINISH FLOOR SH FLOORI r SUBFLOOR 110 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 O INTERSECTIONS ARE TO BE PLACED 3" O C T 16 2020 B MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. 0 w��`�ti�• �,� ` � iV(� poi ' s I o 77624 STATE OF Ir Lu ❑ J H W Wz0� w IZO >oCQO U) 3: 1 _F- CC a�Wg �crcrIr °tSZZF-W LLIa=�Qr _3(n❑0Q —ZLLU) �F-QZ❑ �rj) cz , Q� r` cz 3! O Q O O 0 �..� cn O � a O a W-j O w 0 ommo al j LLO w w 0 E a G z� Z O 6 �Z aaaaa COMMUNITY; LINKS AT CALUSA PLAN # 6102 RELEASED:10/09/20 SHEET Awl 91 O z r Q n 0 z n z g :A R- : f g m I4d WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" SCALE: 3/8"=1'-0" (11 "X17") VIDE 1CCO JD WINDOW SILL DETAIL SCALE: 3/4"=1'-0" SCALE: 3/8"=1'-0" (11 "X17") 1'-10" CV Z+0 SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" 22'X34"� SCALE: 3/8"=1'-0" ((11 "X17' ) SHUTTER DETAIL SCALE: 3/4"=1'-0" 22"X34") SCALE: 3/8"=1'-0" 11"X17') , SQUARE COLUMN DETAIL SCALE:3/4"=1'-0" 22"X34"� SCALE: 3/8"=1'-0" 11 "X17' ) Ln N BLDG. HEIGHT 0o 00 d ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 Fr== REAR ELEVATION SCALE: 1 /4"=1'-0" (22"X34") SCALE: 1/8"=1'-0" (11 "X17") 5:12 0 12 5 35 SH 12 5:12 5 22"x38" STUCCO PANEL Q DETAIL 12 ROOF SHINGLES PER 5 12 COMMUNITY SPECS 12 SLOPE 5:12 (TYP.) 5 = 5 r� 4" WIDE STUCCO BAND (+1) �1 N T T.O._WALL _ _ 6" FASCIA q T.O. WINDOW 1'-0" 18" DECORATIVE FOAM SHUTTERS 4 4" WIDE STUCCO BAND (+1) ROOF SHINGLES PER CJ COMMUNITY SPECS (TYP.) 1 — SLOPE 6:12 4" WIDE STUCCO BAND (+1) *3050 12 CJ *3050 SH CV *3050 SH. s �T•O.2ND FL — — — — T.O._2ND FL_ _ N _$T.O• MASONRY — — — T.O. WINDOW I 4" WIDE STUCCO BAND (+1) p 12x12 COLUMN 5 *25SH I Elm EIMET7 El �. 3068 16070 GARAGE DOOR PAINT AND FINISH SCHEDULE / KE PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KE BODY COLOR TEXTURE FINISH 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 BAN 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 COD 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 C 1063 (CURRENT EDITION) W } 2 Ir ?�001=— } WOC¢O p cUww A LLJ J CC cr p LL oBZz�W it 15 U) J W D_ 2 �0)❑OU = Z LL U) �I—QZp UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 k FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF SHINGLES PER COMMUNITY SPECS (TYP-) 4" WIDE STUCCO BAND (+1) 6" FASCIA 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) O C T 16 2020 t"9"aJZ7 10 No 77624 it 0 STATE O Op ,F 0 R N Z 4IC COMMUNITY: RELEASED: 10/09/20 i SHEET u'f:: F FRONT ELEVATION SCALE: 1 /4"=1'-0" (22"X34") SCALE: 1/8"=1'-0" (11 "X17") A-2. 'I ROOF SHINGLES PER COMMUNITY SPECS (TYP.) RIGHT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8 "=1'-0" 11 "x17") LEFT ELEVATION SCALE: 1 /4"=1'-0" 22x34" SCALE: 1 /8, =1'-0" �11 "x17"� 12 5 0 12 -==�1 5 1'-0" 12 2.5 00 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH F•.-:: •�:. ��:-r�; ;c• �.:x �.. �;:;� TRIM COLOR SAND 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 & 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) 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 n r'T 1 6 2020 .,�,eeeea�ccc000> a No 77b24 v TAT Or- Y W }_T- Lu0°� } > 0L Q r Q _)I7 r W J(j)WLij " 5 IY otSZZ0W Z � Wa=tea _(n 0Q aZo cz c n 0 H O O O U (n O z 00 0 0 w W-j w w � w A Oct MEMO cn A w w 0 cn W C z Z O � wZ G aaaaa COMMUNITY; LINKS AT CALUSA PLAN # 6102 RELEASED:10/09/20 SHEET Aw2e2 I aw I co I 22 ROOF PLAN SCALE: 1 /4"=1'-0" 22x34" SCALE: 1/8"=1'-0" �11"x17"� LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. i IS 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 13S3 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SO. 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 SQ. 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 0 C T 16 2020 °.6eeao®oaa • NO 77624 S ATE OF ,A a= w > 2 LU wz 3: 0 0 � W Ir Q O cnU�w Q=)wCC J c/) w W cc cc °tfZZ=W ZgQL:tZ J wa=cra =Zwt) H O �a Q O O O U O � Z 0 � a `� O w O � w a U) w w Z O R U W G Oo lzZ aaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6102 RE WED:10/09/20 SHEET Am3.1 �—S d i Ilkb It 1.y It . 1. n SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1 "= 1'-O" STAIR SECTION SCALE: 1/2"=1'-0" (22"X34") SCALE: 1/4"=1'-0" (11"X17") AT FOOT OF STAIR 0 C T 16 2020 i� No 77624 STATE OF cr- W M }. 2 LL �00�- > oC ¢ 0 LLI W J (1) W W cr cc °tfZZOW < Lu W (L 13- (n p 0 U = Z LL. (n ¢?o � QQ ' m cz cz Qo Q O O O cn j U O w m A Vow 0 Z "NO O j ON" 9 w PON" two (n w w 0 W C 0) O orn lzZ aaaaa COMMUNITY; LINKS AT CALUSA PLAN # 6102 RELEASED:10/09/20 SHEET Am4.I BUILDING SECTION SCALE: 1 /4"=1'-0" (22"X34") SCALE: 1 /8"=1'-0" (11 "X17") ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) T.O. WALL T.O. WINDOW __- 12 5 V/ 12 5 0 1 NUli I UMML UI'SMM11 .10, I T r. 12 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. EXTERIOR WALL o GATT. INSULATION OWNER'S SUITE +=1N coEE ENERGY CALCS 42" LOW WALL c`\l CL HALL T.O.2ND FL coq .O.MASONRY zoT- _-_--__-__- r T.O. WINDOW ----------- KITCHEN CL @I m FIN. FLR. BUILDING SECTION SCALE: 1/4"=1'-0" (22"X34") SCALE: 1/8"=1'-0" (11"X17") BEDROOM 3 2 CAR GARAGE EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS BOTTOM OF LINTEL @a 6-4" A.F.F. 0 C i 16 2020 ,�� �P,• � � .: i J �` Vim°, 's v No 77824 ° s S ATE OF I I rr I I i I m W i M T CC wz0= I— O} W cc a 0 M Q cc I— W L CL(nWg :3cccccc Zz°W cc cn Wa=cr-(- =Z°SO ?o c coc Q O O O U Z O o w Vl 0 _ z w w A Q w w O_ cn W N O 40 wo COMMUNITY: LINKS AT CALUSA PLAN # 6102 RELEASED:10/09/20 SHEET AloSe I SEE ROOF PLAN INSULATION AS J PER SPECS. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. 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 Y(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT AS PER SPECS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = V-O" 2-STORY - FRAMED WALL SEE 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 C.M.U. (REFER TO ELEV) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. WALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT AS PER SPECS. PRE-ENGINEERED HURRICANE STRAP EACH END OF GABLE END ROOF TRUSS - REFER TO STRUCTURAL TRUSS - REFER TO STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1 /2" = 1'-O" 2-STORY - FRAMED WALL ROOF SHINGLES OVER t2 15# ROOFING FELT SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. ROOF SHINGLES OVER BOTTOM CHORD VARIES. REFER 15# ROOFING FELT TO TRUSS MFGR. DRAWINGS. PRE-ENGINEERED ROOF HURRICANE STRAP EACH END TRUSSES AT TYP. 24" O.C. OF TRUSS - REFER TO 12 BOTTOM CHORD VARIES. REFER STRUCTURAL. SEE ROOF TO TRUSS MFGR. DRAWINGS. TOP OF C.M.U. PLAN i (REFER TO ELEV.) HURRICANE STRAP EACH END SEE 2x6 ALUM WRAPPED FASCIA OF TRUSS - REFER TO ELEV. BD. w/ALUM DRIP EDGE. STRUCTURAL. 1/2" (MIN) ______ SOFFIT PER SPECS CLG. BD. OIL TOP OF WALL (" TYPE'X' GYP. BD. SEE STRUCTURAL (REFER TO ELEV.) TO BE PROVIDED PLAN INSULATION PER WHEN LIVINGSPACE COMMUNITY SPEC. SEE 2x6 ALUM WRAPPED FASCIA IS ABOVE G RAGE) SEE ENERGY CALCS. ELEV. BD. w/ALUM DRIP EDGE. 8" CMU BLOCK SOFFIT PER SPECS W/ CEMENTITIOUS 1/2" (MIN.) CLG. BD. FINISH (BEYOND) HEADER PER STRUCTURALS WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURALPLANS TOP OF FLOOR (REFER TO ELEV) MID -WALL WEEP SCREED/EXPANSION JOINT ob TOP OF CMU (REFER TO ELEV.) TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL S" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION - SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM GYPSUM BOARD BOARD Z 3 1 /2" a cc J" GYPSUM w a BOARD GARAGE NICHE FOR — ELECTRICAL PANEL & WIRING N ELECTRICAL M PANEL ELECTRICAL - PANEL N co EXTERIOR—\ CMU BLOCK WALL CONCRETE a CONCRETE — CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE SLAB ON GRADE GRADE AT GARAGE FLOOR ROOF SHINGLES OVER t2 15# ROOFING FELT 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. TOP OF C.M.U. j (REFER TO ELEV.) 1/2" EXTERIOR SOFFIT SEE 2x6 ALUM WRAPPED FASCIA BD. W/ KNOCKDOWN ELEV. BD. WALUM DRIP EDGE. PLASTER FINISH SOFFIT PER SPECS SEE STRUCTURAL PLANS 8" CMU BLOCK W/ CEMENTITIOUS FINISH EXPANSION JOINT SLOPE GRADE AWAY DRIVEWAY PER COMMUNITY FROM HOUSE SEE STRUCTLL GARAGE SLA4„ SPECS PLANS 40, SLOPE Np FL. I SLOPE_ FIN. FL. Em `—FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION C@ GARAGE DOOR SCALE: 1/2" =1'-O" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS I Elm i ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1 /2" = 1'-O" FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1 /2" =1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION 0 C T 16 2020 �,ee�saeeoaoa G • Fj�"" g��I 0 77824 N o • STATE OFAll v. v: 7 `r c /c. cr W }2X �00P Lil WOWC¢O (D Q w QWF- CC J W W p cc ccD_ Y 0 I- Z coLL00cn Z Z Z F- Z < W a=cc �(np0U 2 Z LL (A H Q Z p Q n O � Q Q Q cn Z O O U w %�1 VJ O 0 w No=" M j IL U) 0000 w w O R U 0 z Z O� �o wZaa aaa COMMUNITY; LINKS AT CALUSA PLAN # 6102 RELEASED: 10/09/20 SHEET Am5.2 z_ z 7) z 5 3- li 4 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 I LATH I WALL —� SHEATHING 7/8" 3-COAT STUCCO i _ SHEATHING I FLUSH WITH I' BLOCK WALL 1 MID -WALL WEEP---'— 'REED/EXPANSION 1 JOINT I 6" SELF ADHERED FLASHIN 5/8" COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDER FLOOR MEMBERS CONCRETE BLOCK / MAINTAIN 1/8" GAP BETWEEN SHEATHING AND TOP OF BLOCK WALL I Z I I 2 I Lo I � I 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 'all Lm_9dAwqw_ �Itf TO 1/2" GAP MIN,, I I TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. -- 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 "L" FLASHING SCALE: N.T.S. \' 00 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 ROOFCEMENT 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 OCT 16 2020 .`�. oka No 77824 -ATE OF 's'4 BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 FOLD Q FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE W } 2 rr �00� W Q 0 p < W W J � W W �C=cc(r z z z w re J Q J Wa-3:T �cn000 �2Ezu-cJ m P < 9 cz Q cor O g� �i O 0 U) O � ICI U �•I o w mi a) A WON U O z I� OW.j 0 O w a MEMO a a a w A w w 0 F U W 0 z z O 4 ro Z aaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6102 RELWED: 10/09/20 SHEET GYP~ I ■ v. f0l"ImurO 6'* In �+I`dtb' �`BottOm w40ow f1atVe'W1061d Ovei WRB INSTALLATION SCALE: N.T.S. U SEAL EDGE OF P.T. WOOD BUCK TO MASONRY IJI °s � JE No e No 77824 STATE OF 44/ e � 4 vA,e V e N a pit 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. t. _ Barricade Flash Right SBS Window & Door Flashing Tape ft • Barricade Sill corners Barricade Conform Stretchable, Flashing �j WOOD OPENING WATERPROOFING SCALE: N.T.S. �O°� W Q p �Uwo 0 Q w ~ J cr m Y Q I— C�LL00_cn rr Z Z Z Z Q ~ Z LU ¢ �cnp0Q 2 J mo w =ZwU) H Q ? p Cz O �d� Q o � O Q 0 cn o WZ U � O w m A � v z LL O 0 .j z 0 w w "MEMO (L Oct w w 2"t z 0 a U U) W 0 Z O Fw„ 4 U o � z aaaaa COMMUNITY; LINKS AT CALUSA PLAN # 6102 RELEASED:10/09/20 SHEET WP,2 LOFT — ADD BLOCKING 141 D4ONNE4T L CL I ADD BLOCKING BEDROOM 3 ___ T.-_.__ _ ► I I I i I I I I I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" (22"X34") SCALE: 1 /8"=1'-0" (11 "X17") ADD BLOCKING BEDROOM 4 FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" (22"X34") SCALE: 1 /8"=1'-0" (11 "X17") 20 AMP DED. OUTLET FOR HOOD/ OPT. MW HOOD RANGE WH DISCONNECT FIELD VERIFY METER 2" PVC CONDUIT 2-2/0 COPPER OR COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT r'#4COPPER OR ALUM. BREAKER PVC CONCRETE ENCASED GROUNDED ELECTRODE A FF �� , I ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ckp VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR K TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) I ELECTRIC METER .M ELECTRIC PANEL --mm+- DISCONNECT SWITCH Q JUNCTION BOX 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. o�mw wZOm wUJZO >oC¢O W=)0I— Q= W W cc ~i�www Jcm 5C=crCc o6ZZ�W wga� =or_ �c)pOU �=Z W(1) �I--QZD CZ (�czcz n O � Q 0 0 u O Im a O u U O .-1 I ~ w logo w U a w U) w w w 0 R itt/� W G ul 0a � o WZ aaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6102 RELEASED:10/09/20 SHEET Em I. "I a N FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" (22"X3411) SCALE: 1/8"=1'-0" (11"X17") Ir w } 2 � �0>- } >�a0 UJ Ir �� Qw cc w J w w T- Ir °2fZZ0W ccgQ�z wa=oCa- U p O U =Zu.-() �F-QZp � n a cz Q 0 U a 0 mi z Im o m o � o w w z 1°N" w c a w cn w 0 E a� w G z Z O 4 � MZ o aaaaa COMMUNITY: LINKS AT CALUSA PLAN # 6102 RELEASED:10/09/20 SHEET Pm l I . (15 Z cr 0 chd CD Z g a. W MASONRY LINTEL ASSEMBLIES SEE SCHEDULE AND SPECIFIGATION5 FOR ADD'L INFO 6RO r PRECAST LINTEL W/ EMBEDDED REIPF. 6RW BOTTOM REIW. PRECAST LINTEL w/ � I I BEDDED REINF. MB-1 MB-2 m� TOP REINP. OR CONT. BOND BEAM REIW. CONT. BOND BEAM REIW. AS REOP 4. BOTTOM REIW. PRECAST LINTEL w/ BEDDED REIN. - _4z:-- 6Rour BOTTOM REIW. PRECAST LIN1g W tDOWDED REIW. rl ry �M lB"-4 MABONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT 43-1 SFS-OBIOT ----- ---- MB-2 8F8-I5/OT ----- (1) #5 MB-3 1596-I13/IT (1) #5 (1) #5 M13-4 8RFI4-I13 ---- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 61REATER THAN 14'-0" 514ALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE &RAVE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW SHEET 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 FRAMING PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 5TFWTURAL DETAILS 50-3 5TRUCTURAL DETAILS PB56-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITHY4" DIA. x 23/4" LONG TAPGON5 a 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psl:....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE-55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 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 COMPRESSIVE 5TREN6TH OF 16100 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EAGH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB 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) • JOINT5 SHALL BE LOCATED o I2-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CL05E TO 5GUARE5 A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (T1'P. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J0I5T/BLK'6. (3) NAILS o 4" o.c. (3) NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 6" o.c. TOENAILS o 6" o.c.* BLK6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP a CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 IS AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH 15 MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (SECTION 160q) LATERAL DE51 ON REG2U I REMENT5 FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANGE FACTOR = 1.0 INTERNAL PRE55URE GOEFP I G I ENT = ENGLOSED, +/- 0.18 ANY WIND 5PEED/EXPO5URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP 5TRUGTURAL EN61 NEER I N6. EXTERIOR 4 5HEAR HALL SHEATH I NG SPEC I P I CAT I ON5 INDIGATE5 LOGATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTI ON 5YMB0L SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 055 FASTENED W/ PI 2Y2"x0.131 " NAIL5 © 6" o.G. ALONG PANEL E067E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FA5TENED W/ P3 2y2"x0.131" NAIL5 @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W/ 15/32" PLYWOOD OR 055 FASTENED W/ 2 "0.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® Ib"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER W/ %"xO.131" NAILS ® I6"o.c. USE (8) %NO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARGHITEGTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CON51PERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-26.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Ic1.0 P5F/-20.6 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 5QFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-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 FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 2%, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS W/ 2 %NO.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 b" O.G. AT PANEL EDGE5 4 o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRUSSES W/ RIN6 SHANK NAILS * 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL EDGE5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLIN6 4 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) 3x0.131" NAILS 0 16" O.G. UPL I PT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR < 15' 51MP50N H2.5T 51146LE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM 51 N6LE ROOF TRU55 OR PORCH ALL 51 MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51614 THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • 1: • : I EXTENT OF OVERFRAMIN6 :-' -'-1 •-- -- -- ----INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORGED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. HOLDOAN / STRAP 50HEDULE 5YMBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 SUPPORTING ROOF 6.T. TO GMU WALL W/ (1) 51MP50N M5TGM40 STRAP W/ (12) Y4" 5T-1 DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL STRUCTURAL NOTES • DE516N IS BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® GARAGE = 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 RISK GATE60RY II GENERAL FRAMING • EXTERIOR WOOD 5TUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP STUD' GRADE 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 WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATE5 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"x0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS W/ 3"4.131" NAILS o Ib" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS W/ 1/I6" 056 FASTENED W/ 12'xO.131" NAILS ® b" O.G. ® E06E5 $ 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 pal; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b p51 . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIE5 T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS a 8" O/G OR 2 ROW5 Y4"x3!'2" 51MP50N 5D5 5GRE1^5 (OR 5V2" TRU55LOK 5GREW5) ® 1611 O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM E06E. 50LID 3,14211 OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"x6" 51MP5ON 505 5GREW5 (OR 6 %" TRU55LOK 5GREW5) o 16" SIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T" 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 o 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST MU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTE5 • (3) SINGLE 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 2xb P.T. PLATE TO CONCRETE SLAB W/ (3) %" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS W/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: OCT 16.�plpp�00 No 77624 * .i= STATE OF +tU structural Engineering, j000 W .... c� z JR W W Z o CDrn Z W CL J ¢ .n Z= it _� WW =J 00 9C Q. JZ LU �y m W gN RC M a I IV M&K project number: 068-2001 1 project mgr: J S B drawn by: ]`JIJT issue date: 1 0-09.20 REVISIONS: date: initial: d 0 0 (n Ld j LL O W � Z Q 0 � J a. a a � U � � m N W Ld � J sheet: SM0.0 111MIL- .=".IlliiillYLl�647u� simu:�plll .�rL .IV �1 :..,.L1EiJl. - 1 1 dllW A&a 111 ri 1 1, 11 1 1f-0110F R L G�Ni� sealor..T 16 2020 ,%�a • ® INTERIOR BEARING WALL No 77824 • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER ® � STATE OF 44/� • LOCATION AND EXTENT OF 5HEARW9h� ALL c co ri' ' M� ' R. /•` 0 pY . ineerfng,JrdC,; EXTENT OF OVERFRAMIN6 I.____'Jan Z • - - -�-INDIGATES 1/8"A" 5AW GUT CONTROL JOINT F= LU 55 -0 u, 13'-0" 12'-0" 10'-0" INDIGATE5 LOCATION OF REINFORCED GMU GORE z o (5EE NOTES) Z w CL J L METAL HANGER Q PATIO SLAB: INDIGATE5 P05T ABOVE. PROVIDE 501-I0 _ EE 3 V2" GONG. SLAB ON � �,' I BLOCKING UNDER P05T OR JAMB ABOVE. b � o. GRADE (2500 PSI 12 WIDE GONG. = o„ZZ TURNDOWN EXTENDED °C MIN) w/ 6x6-W1.4xW1.4 I N I MIN. 12" BELOW 6RADE _ REFER TO 5-O.O FOR TYPIGAL W o MESH OR FIBER MESH I o T °° E o ON q5% COMPACTED I o STRUGTURAL NOTES 5GHEDULE5 J Q g FILL OR VIRGIN 5O1L. I I z LU y 7 q I 2 HVAG g y m 5D- I 5D-I 3 y2" STEP I 5D- I UNIT M o N 16'-6" 6'-2" JJ# 12'-4" -1 I I CONCRETE SLAB: I project number: ro 3 y2" GONG. SLAB ON I I M&K p 6RADE (2500 PSI MIN.) w/ 5.6.0. RECESS PER MANUFACTURERS I I 0 6 8"2 0 011 I 6x6-W1.4xW1.4 MESH OR INSTRUCTION I . • I FIBER MESH OVER 6 MIL. - �d- I _ _ project mgr: ..J S B POLY ON q5� COMPACTED — _ I _. _.M. _- _ _ .__ _ N N _ _ � _ _.._. .� � _..._.�. _ _ , , drawn b FILL OR VIR61N SOIL. f I � � Y MJT NOTE: REFER TO BLOCK I 2 issue date: 1 0-09-20 2 I 1 PLAN FOR ALL DOWEL 5D I I REVISIONS: . date: initial: 10'-2 1/4" 6' 3 5/4" 18I 6" v- I � I �r- 11 L—------� ��— 5Y2 STEP 4 � I 8"x16" THICKENED -I I ,� 10 SLAB UNDER I I I q SD -I BEARING WALL I i CU (TYP.) STEP VARIES GARAGE 5LAB: • I I 3 y2" GONG. SLAB ON 6RADE I • (2500 PSI MIN) W 6x6-WI.4xWl.4 I � I MESH OR FIBER MESH OVER 6 I MIL. POLY ON a5% COMPACTED I FILL OR VIR61N SOIL. %Z o 4 I 5 N V-1 I I V-1 W I 7 I I I a I 5D-1 O I I I I ...1 — — — — — — — — — — — — — — — — — — — — — J U. w (n 6 24 x24 xl2 PLAIN Q 2GONG. FT6, W TOP OF 1 Z SD -I SD -I FT6. 12" BELOW TOP OF 5D-I O Ix a r — HOUSE SLAB (TYP. OF 2) LQ I•.I I.•I i n i n � Q 16 -6 18 -6 35'-0 n le UJ U) Oz SLAB PLAN W J J SCALE: 1/4"--I'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (I105FW) sheet: Foo • I, - 35'-0 11 I , 4'-1011 1. 41-611 1. 11-211 II 61-211 II 41-011 , 31-2" , 51-211 I. BLOCK PLAN SCALE: I/4"= I'-0" (2244 SHEET) SCALE: 1/6'*'-0" (IlxI 1 SHEET) LEGENP LMINEMEN • = = = = = BEARING WALL ABOVE • BEAM / HEADER • = � = LOGATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMING L'___'J •-- - INDIGATE5 1/8"A" 5AN GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. r LINTEL DETA I L5 M,�50NR REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-06/0T ----- ----- M5-2 8F8-I5/OT ----- (1) #5 MB-3 8FI6-I5/IT (1) #5 (1) #5 M5-4 8RFI4-I15 ---- ----- APPROVED LINTEL MANUFACTURERS 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 LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELON MASONRY LINTEL A55EMBL I E5 5EE 50HEOULE AND 5PEGIFICATION5 FOR ADD'L INFO 6ROVT 6PO1JT BOTTOM REIN. [PRECAST LINTEL W PRECAST LINTEL W BMBEDD® REINP. � � BIDED REINF. MB— I MB-2 m� TOP REINP. OR GONT. GONE. BOND BEAM BOND BEAM REIW. REINF. AS REQD fiROIJTWT- 6ROOT BOTTOM REINF. BOTTOM REINF. ' -- PRECAST LINTEL W PRECAST LINTEL W EMBEDDED REINF. BEDDED REIT•1F. �I—sue{- IV MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES s T 16 2020 eeeat®a���o G. r e��• �, ® No 77624 STATE OF © copyright b16kLkPOOIJI r Sru FarEnveering.kn<d� z Jcr: w Lu z o Z '— z Lu J < a- d Q Z= -0 Q o U 14 Q CM t� �j JW Q yC? y m` is5 W N CC m n M&K project number: 068-200 1 1 project mgr: J S B drawn by: MJT issue date: `I 0-09-20 REVISIONS: date: initial: sheet: Fm2.0 5T-1 5T-1 REAR LANAI DROPPED 5EAM5: (2)2x 12 N/ y2" 05B/PLYWOOD BTWN. PLY5 (TYP. OF 5) F- �k t` - O 0 W W i Q CO U_ Q w 37 p D-2 Q 16" FLOOR TRUSSES ® 24" o.c. (MAX) 37 HIP 61 SIMP50N HUG412 FASTEN: BACK TO GMU BLOCK W/ 51MP50N TITEN 5GREW5 (2)13/4"xl6" LVL FLU5H OR FLOOR GIRDER TRU55 5T-I 67 5T-I 67 15H GIRDER TRU55 I I I I I I I i i i i i i FASTEN DROPPED BEAMS TO POSTS PER DTL U/50-5 (TYP. OF 2) ABA46Z BASE (TYP. OF 2) 37 TYP. STAIR 5FRAMIN6 -5EE DETAIL 1 /5D-5 2N0 IJo00R FRAMING PLAN SCALE: 1/4"=1'-0" (22x54 SHEET) SCALE: I/V=1'-0" (IlxI1 SHEET) OWN 5T-1 Gi roil LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •-- INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLnOAN / 5TRAP 50HEPULF. SYMBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 5TRAP N/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (U5E ONE 5TRAP TOTAL PER BUILT-UP P05T, U.N.0) 4x6 P.T. P05T PROVIDE (1) 51MP5ON C520 5TRAP ON EACH EXTERIOR FACE OF P05T, a" MIN END LENGTH DROPPED BEAM5 PER PLAN REAR A00P LANAI TYP. SEAM TO P05T CONN. SCALE: 5/4"4-0" ROOF FRAM I NC6 • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/I6' MIN. 0515/PLYWOOD 5HEATHING 24/b, EXP05URE I. FASTEN 5HEATHIN65 TO ROOF MEMBERS N/ 2 3/8"x0.113" RING 5HANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGE5 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 N/ RING 5HANK NAIL5 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL ED67E5 AT FIRST 2 TRU55 13AY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW N/ 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S 13651 1 GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 ✓t BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH $ EN& FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER FA5TENED TO FRAMING N/(2) 3"x0.131" NAIL5 0 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLU5H BEAM OR ALL (2) 51MP50N HETAI6 FLU5H G.T. BR6. ON GMU WALL ALL BEARING POINT5 OF EACH ROOF TRU55 5HALL BE GONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON515ILITY OF THE ENGINEER OF RECORD TO DE51614 THE UPLIFT CONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M:EK HA5 EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYP I GAL STRUGTURAL NOTES 5GHEDULES i 6 , eJ IV No 77824 m STATE OF e �: © copyrighOM Kyo — %0 $trut�8rd1�Bg3aaetfi�, Inc. z Z .J w w z z w J ¢ Z°C = .n E ¢� U lid* O. tm C E 3 w •a j =a 0° 'E �z Q. W � Y o I CAM W _ Q N C M O. Mr M&K project number: 068-200 1 1 project mgr: ,J S B drawn by: MJT issue date: `I 0-09-20 REVISIONS: date: initial: sheet: �a Sm 1.2 1,71\-------------17, i ----- v ks LL C C D LEGEND • E-- _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • M � M LOGATION AND EXTENT OF SHEARHALL r-.-.-.-.-1 :: i EXTENT OF OVERFRAMIN6 •......... - - INDICATES 1/5"A" 5AW GUT CONTROL JOINT INDIGATES LOGATION OF REINFORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. ROOF FRAM I N6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHING SHALL BE 1/16" MIN. 0513/PLYHOOD 5HEATHING 24/61 EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/Wx0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGE5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIPS ® 241, O.G. • ALL METAL HANGERS 5HALL BE SPEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERNISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER HTCA $ TPI'S BG51 I " GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 8 BRAGING OF METAL PLATE GONNEGTED HOOD TRU55E5." • ROOF TRU55 SHOP DHGS. 5HALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORGH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4.131" NAILS ® I6" O.G. UPL I i=T CONNECTORS BEARING GONDITION TRU55 GONNEGTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 5IMP5ON HIOA HOOD STUD NALL/HOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP5ON HT520 WOOD STUD NALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU NALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BRG. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE GONNEGTED KITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRU55 GONSTRUGTION". MW HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING 5HALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal-,Cj 1 � �Z0.. 'i'i U O � �o No 77824 ®moo STATE OF © copyrigkI_LHF,R IK LP LO z _! w w Z c cD z `— w J N Q Z= � U � A t Q s W� c E �CZ T � 7!A E.La JZ� LLA CP L8 y W m � C N C C'M f L M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 1 0-09-20 REVISIONS: date: initial: ly- � Q o O I I \ w w \ / O "_ z � O O / 2 2x6 ix 2 2x6 2 2x6 \ 25 26 I I 26 5D-2 � 5D-2 I 5D-2 O a /�- — —I �\ I z LO Q � 'Q LL., '� U 0 x UJ R00� PRAMING PLAN 0 �- LQ SCALE: 1/4"=1'-0" (2244 SHEET) �Q � 0 Z SCALE: I/8"=1'-0" (Ilxl'1 SHEET) J sheet: SmI.3 FILLED GELL5 (5EE PLAN) • 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 4:: GARAGE OVER 3/4" FURR 5TRIP5 • -PER BUILDER (1) #5 VERT. FROM FTC. TO TOP VIEW BOND BEAM. LAP W/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) @CORNER 30" GROUT CELL 50LID tp Z d ° GONG. OR PAVER GARAGE WALL A° DRIVEWAY BEYOND — — _ ° II1=11I-1 1=1I1=1 GRADE III=111=111—III—III =III —III= cx I I I ° ° II —I 11—I I a I=' GARAGE 5LAB _ =III —I I —III . e 1—I 11=111-111- m 4:: (5EE PLAN) 111=1 I1—I15 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) I I=III=III=1 I' GLEAN COMPACTED ill=1 I I=1 l i 11 =111=I I III =111=111-11' FILL ® 95% MONOLITHIC FOUNDATION Ib"x8" THIGKENE -1I —III=1 =III —III — III —III- STANDARD DENSITY I -0 W/ (2) #5 GONT. ON GHAIR5 EDGE W/ (2) #5 —1 I I —III —I I 1=1 1=1 I 1=1 I- MIN. GONT. �.; ,,1, �, WHERE 2ND STORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL SHOWN, FTC. 5HALL BE 1'-4" WIDE W/ (2) #5 BAR5 '� THICKENED EDGE @ GARA 6E DOOR DETA� I L r(-,-,% r-OOTI NG SECTION W/ BLOCK DETAIL SCALE: N% 8" GMU BLOCK SCALE: NM 8" WIDE GONT. BEY GMU R4.1 FI-FOIL OR EQUAL GONG. GURB OVER %" FURR 5TRIP5 (1) #5 VERT. FROM FTC. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP W/ �n HOUSE SLAB FOUNDATION DOWEL �—u, CARACE 5LAB 55E IN 5EAALANTD (5EE PLAN) MIN. 30 GROUT CELL (5EE PLAN) SOLID PAVER5 (5EE PLANS) . ° , z d d ° 111=11°I=III=111=_ e III=111=III=III= Cz O GRADE ° 11—III—III--I I' • . �° 1—III—III-1 m 11 =1I I=1I I=c=1I III—III—III—III=1I1=1I-d 1=1I III —III —I I1=I I1- ' —III—I I I-11 ° • 11—I 11=1 I I —I I -1 I —I III —I I I —III —III —I I I 1=1 I I-1 I I- I- 4-1 I I 1=1 m III I 11 I— 1) #5 DOWEL W/ 6 HOOK AT —I — III —I I I— —III—I' ALL VERT. WALL REINF. -1 I 1=I III 1 =I = -1(5EE PLANS FOR LOCATION) =_III 1=I' MONOLITHICIIIIIII 1'_ 111111=II '11- GLEAN GOMPACTED III= GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL o 95% 1'-0" MONOLITHIC FOUNDATION FILL o 95% 5TANDARD 1'-0" GONT. ON GHAIR5 STANDARD DENSITY MIN. W/ (2) #5 GONT. ON GHAIR5 DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL WHERE 2ND 5TORY WALL OGCUR5 DIRECTLY ABOVE THE OGGUR5 DIRECTLY ABOVE THE 8" GM1 WALL 5140WN, FT6. SHALL 8" GMU WALL 5HOWN, FTC. 5HALL BE 1'-4" WIDE W/ (2) #5 BAR5 BE 1'-4" WIDE W/ (2) #5 BAR5 GA�RA�GE CURB DETAIL ENTRY DOOR DETAIL SCALE: ur5 SCALE: NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB Y2")x6" LONG (5EE PLAN) PRE55URE 51MP5ON TITEN HD PORGH/PATIO/LANAI T TREATED BOTTOM 5GREW5 o 4'-0" O.G. 5LA13 OR PAVER5 PLATE AND 12" MAX FROM (5EE PLANS) END OF WALL d ° • e ° e - d PER MANUF. ° _III-1 I —III—III ° 11 I-1 I —I �—III—III- cY l—III III-111-111—� 1 I_ — d e ° - -I I I I—I_I 1=1 11=1 I I I I 1=1 I M I 1=1 I 11=1 11=1 I 11 ,111=' 1=1 m III I 11=1 I I —I 11= I —III —III —I I =1 11=1 I_I=1_I 1=1 1=1 I I 11= —I I— I I 1=1 11= m `' III I I i I III —III —III —III III , -� I I I I III —III —III III— ' MONOLITHIC I'-4" GLEAN COMPACTED I FOUNDATION W/ (2) #5 FILL o 95% 5TANDARD I'-O° GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL UPLIFT GONNECTORS 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND OGGUR5 DIRECTLY ABOVE THE ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A 8" GMU WALL 5HOWN, FT6.5HALL CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE BE 1'-4" WIDE W/ (2) #5 BAR5 WILL BE 5PEGIFIGALLY NOTED ON PLAN. EXTERIOR OUTSW I NG 4 56D POURED S I LL5 DETAIL BIAI; 1NG WALLIOOTING DETA�IL SCALE: NM@.INT. SCALE: NT5 PATIO/PORGH/LANAI 5LAB (5EE PLAN) 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. EDGE DETAIL (D.THICKENED SCALE: HIS R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) — Fr-9+`--(I) #5 DOWEL W/ 6" HOOK AT III= 11= ALL VERT. WALL REINF. =III=III= 111= (5EE PLANS FOR LOCATION) .I II III —III —I I_I , I1 GLEAN COMPACTED FILL o 95% MONOLITHIC FOUNDATION STANDARD DENSITY I-0:: W/ (2) #5 GONT. ON MIN. GHAIR5 WHERE 2ND 5TORY WALL OGGUR5 DIRECTLY ABOVE THE 6" GMU WALL 5HOWN, FTC. 5HALL BE 1'-4" WIDE W/ (2) #5 BAR5 EXTERIOR HALL @ PORCH/PATIO/LANAI DETAIL Y2" GYP. BD. EA. 51DE OF 2x4'S o 16" O.G. Y2" J-13OLT5 6" FROM EA. r END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) w 5TUD PLATE TIES PER } PT BOT. PLAN A STUD TOP 8 PLT. BOT. d e ° e e ° d e IJL O a d ° • " e. 4 (2) #5 5 GONT. W/ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND ANGHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETA I L SCALE: WS 6" GMU BLOCK (1) #5 VERT. FROM FTC. TO — BONO BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z a� RADE R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) sell-01 �,���eerceaa^4n vp y �' °•C �s *: No 77824 <_ STATE OF :•� © copyrig�d %% sinwrkk �0%% co z _J R w w z c c0 z w J + a d < Z= Q� U � Q c (n j =a °D E ;. WLAJ Q p o y CDCP o m _hhh��ihhh C N = M n 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: z —III— — PVG GHA5E SLEEVE TO BE aJj TW1GE THE DIAMETER of ,Q � III I —I 1=1=1oTEGTED PIPE GLEAN COMPACTED III-1 FILL ®95% MONOLITHIC FOUNDATION Q, 5TANDARD DENSITY MIN. W/ (2) #5 GONT. ON GHAIR5 � MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE I'-4" WIDE W/ (2) #5 BAR5 GH,45E DET,41 L 8 SCALE: � sheet: 0 O J J LL W � p z 0 (n U) J MJ d U W m 4 Y � Z LLJ °J SD� 1 PROVIDE 50LID 5HIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASGIA WITH 2 %"x0.113' RING SHANK NAILS o 6" O.G. 2x6 FASGIA -5EE ARGH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR SPEGIFIGATIONS. SECTION 3 s! 9/4"=1'-G' 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. - EXTERIOR WALL 5HT'6. TO RUN--, GONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131' 0 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FASTEN LADDER TRU55 TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAILS MIN. 2 Y2'x0.131" 0 3" O.G. INTO LADDER TRU55 FASTEN LADDER TR155 TO GMU- BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP o 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUT5IDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 5EE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL W 24" LEGS FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"xO.131" NAILS o 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"xO.131" NAILS ®6" o.c. 2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT 45" o.c. FACE NAILED TO TRU55 TOP 4 BOTTOM CHORD w/ (4) 3"xO.131" NAILS. 8" GMU BOND BEAM W/ (1) #5 GONT. *k:d�Ts/,M ALL LAPS IN MA50NRY 25" GROUTED CELL T1'P. CORNER PERT. AALL REIWORCING DETAIL W IZ NTS FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS 0 6" O.G. 2x FASGIA `n -5EE ARCH 2x SHEAR WALL - 5EE PLAN FOR SPEGIFIGATIONS. - FASTEN ROOF SHEATHING TO 2x LEDGER W 2 %"x0.113" RING SHANK NAILS o 6" O.G­. ROOF TRU55E5 PER PLAN -\ FASTEN EA. TRU55 TO LEDGER w/ 51MP50N H25T 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. 4 HORZ. REINF. 5PE65 SECTION 5EE UPLIFT CONNECTOR SGHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE W (3) 3 Y4"xO.131" TOENAILS 2x6 BLOGKIN6 IN EA. TRU55 BAY FASTENED TO EACH CR0551 N6 STUD W (3)3 Y4"xO.131" NAILS 5EE DETAIL 31 FOR ADDITIONAL CONNECTION INFO 4 SHTG. FASTENING FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. BY WINDOW/DOOR MANUFACTURER NOTES: FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL SHEATHING TO EXT. WALL 5TUD5 w/ 3"x0.131" NAILS o 16" O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - I. 2X PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUGK TO MA50NRY W/ (1) ROW OF WWX4" TAPGONS 6" FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE 1-Y2" MIN. FROM E06E OF BUCK. 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN THIS GASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (5) ROWS OF 3"xO.131" NAILS 5TA66ERED o 12' O.G. o EA. 5UCGE551VE BUCK. 4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROWS OF 2�'2'xO.131" NAILS ® 16" O.G. FASTEN W1NDOK000R TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. W I NPOKPOOR BUCK DETAIL SECTION FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2"x0.131" NAILS o 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS o I6" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 EXTERIOR WALL 5HT'6. TO RUN GONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" 0 3" O.G. INTO- 50LE PLATE 2x GONT. RIBBON (TOP 4 BOTTOM) FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4'x0.131" NAILS 2 Y2"x0.131" 0 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETA16 EMBEDDED STRAP o EACH TRU55 (® IQ.2" O.G. MAX.) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE65 SECTION VALLEY 5ET OVERFRAMIN6 i PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3'x0.131" NAILS o 6" O.G. 4 SHEATHING TO GONT. RIBBON w/ 2 Y2'x0.131" NAILS o 6" O.G. FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF SHEATHING FASTEN EACH OVERFR TRU55 TO TRU55 BELO WITH (1) 51MP50N VTGR o 24" O.G. MAIN ROOF TRU555 TYP I CALL OVERPRArM I NG CONNECTION PETAL SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: O U 16 2020 ,s.;nn\0i11118J, 0 �� �S G• No 77824 - P �"�'.• STATE OF ��/� cop, -RSD&MUL L z J� w w z CM c� z w CL J CC Z= ¢o c' U_ ♦ t 0- m C E TT 00 E is J Z >♦ -0 LU W MWy m $ N M O M&K project number: 068.2001 1 project mgr: J S B drawn by: MJT issue date: 1 0-09-20 REVISIONS: date: initial: sheet: SDW2 A Iw�- $19 4 BOND-BEAM—� ,_,GONTIN. PRECAST HEADER----' b" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW M�50NRY PIER DET��L�NDOW 51M. t� �WETNK�1_10T DET,� I L SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION 4FO NOT 5HOWN HERE A5TEN EA. ROOF TRU55 TO GMU w/ ,IMP50N M5TMIb TW15T STRAP. A5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 " LONG TITEN 5GREW5 ROVIDE M015TURE BARRIER `LATE (PER TRU55 MANUF) ACH TRU55. 'ROVIDE 2x FLAT BLOCKING FIT TIGHT TO :OOF TRUSSES ® EVERY OTHER BAY A5TENED TO Cm wl (3) Y4" DIA. x 3 Y2" LONG APGON5. FASTEN BLOCKING TO ROOF RU55E5 w/ (2) 3 Y4"x0.131" NAILS ® EA. END. NOTES: 51MP50N I. UTILIZE 2-PART EPDXY OR A35 CLIP APPROVED OTHER ENGINEEREA. EQUAL (I.E. 51MP50N ET EPDXY). EA. STRINGER 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE b" GMU BLOCK #5 VERT. BAR TO BE 2x OR 1" 055 DRILL 6" INTO EX15T'6 LOCATED PER PLAN DEGKING (TYP) Q IN GROUTED GEI L SLAB, EPDXY 4 DRIVE I #5 DOWEL, PROVIDE MIN. - 30" LAP SPLICE I c� (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR 5ET1% — I 5TRIN6ER5 ° I ° a ` ° I i 1=1 11=1 1=1 1=1 (1) 51MP50N A35 CLIP GRADE —III—III—I I =1 �' ® EA. 5TRINGER _ _ I I —I � I —III —I � i— ° '• I I —I � I —I � I —I � I -1 .° =1 I —III —III —I i. I —I I I —I I I —I I F 2 x6 P.T. BOTTOM PLATE —III=1 I I —III III=1 I 1=1 11- FASTENED TO CONCRETE 1=1—III ° a 1=III 1=1 I I —I 11- III I I I- w/ (3) 3,(6" DIA. x 3Y2' = i LONG TAPGON5 M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. a M STEM POR DROPPED 6RADE I 5T I�!OION R T LE: 8/4' FLOOR TRU55E5 (SEE PLAN) FLOOR G.T. - PROVIDE VERTIGAL5 OR 50LID BLOGKING A EA. 5TRINGER LOCATION SEE DETAIL 37 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE PROVIDE 50LID BLOCKING AS REQ'D FOR STRAP FA5TENING FULL DEPTH BLOCKING FASTEN EVERY OTHER 055 (MIN), 1%" LVL OR TRU55 TRU55 (w/ WEB BLOCKING FLOOR TRUSSES BLOCKING PER MANUF) ® 4b" AS REQ'D) TO 2x BLOGKING -PER PLAN O.G. FASTENED TO 2x BLOCKING w/ (1) 51MP50N A35 CLIP w/ (I) 51MP5ON A35 CLIP—__, FASTEN EVERY OTHER TRU55 TO GMU ' w/ 51MP50N MT5MIb TW15T STRAP. FASTEN STRAP TO GMU wl (4) Y4" DIA. x 2Y4" LONG TITEN 5GRE115 2xb FLAT BLOCKING (BETWEEN TRU55E5 - Ib" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5 ® EA BAY. FASTEN RIBBONL, THRU WALL 5HTG., TO 2x BLOGKING w/ A 34"x0.131" NAILS ® 3" Oz.. Q SCALE RETR01~IT DETAIL SEE DETAIL 3b ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE X FLOOR TRUSSES \ -PER PLAN -F �:2xb FASTEN BLOGKING TO GMU w/ 51MP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 FLAT BLOGKING TO EA. SIDE OF vul Da 05B 13LOGKIN6 (I6" MIN. LENGTH) Ki FASTENED DOWN TO GMU w/ (3) Y4" DIA. x Da 3 Y2" LONG TAPGON5. FASTEN LADDER TRU55, TO 2x BLOGKING w/ 3"xO.131" e TOENAILS ® 3" o.c. RETROFIT DETAIL R SCALE: 9/4'4-0" LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREA5. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. N 77824 s � � STATE OF Al/ © copyright : AULHO'.. a i LU_ �e Structural tin§iheering; Vc. CD Z J� w w Z_ c� Z w a J a a Z= Qo V H C.0 C Q tE cn T _J i a 0° E > • _!z Z ag W G N ,Y (Am` W C N � a M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: `I 0-0 9-2 0 REVISIONS: ■ date: initial: ■ sheet: C r, �ll{{i<L1lYYi 1;..�♦Ill1�YlJ1�l IYaIdL li I .� I . i.. s. ud�.1�. lai. �i, d r . .I _ . >�!W II�YIdW 1l� l...i �1: ...dl..11.,..Lan IWUU"kmARm au l: 1_ 1 _ — - a . L t c 0