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HomeMy WebLinkAbout6921 Shelby Lynn Wayn- r= ABBREVIA'T'ION 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 q 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 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 INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "B" ZEPHYRHILLS, FL 33542 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 TM AREATABULATION ELEVATION "B" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. TOTAL U R 2283 SQ. FT. 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 A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS All ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS ALL WORK SHALL COMPLY C WITH H PRjFVA CODES FLORID:4 E1.1 SUiL D�^�, p FIRST FLOOR ELECTRICAL PLAN NATIONAL ELECTPr��` C P1.1 SLAB PENETRATION PLAN AND THE CITE `0 F S-0.0 STRUCTURAL NOTES ORDINANCES IILLS F-1.0 SLAB PLAN F-2.0 BLOCK PLAN REVIEW C ATE S-1.3 ROOF FRAMING PLAN CITE' I OF EPR�t: SD-1 FOUNDATION DETAILS PLAN E% INI SD-2 I STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ® N 7824 :ie :� B TE QF •' do Q'Ft E It W } 2 it o°� owC¢O w I- 0cc c�UW w ¢awl.- oc _ H > J u-00U) zzzF_z J Q J w LJJ JU)pOU =2Zu-cp ¢zo (u c� Q 0 0 0 00 w 0 L) (nz "moo w o w 0000 No=" 0:) CL U (a cn m< 1-0 z 0 CL O_ E cn W c O uj cn aaaaa wZ COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/ 15/20 SHEET GS I x r i D J J) �n z A :n 2 r Jn A z i x C r z g z z 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 ►,M-10/ 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'/z" 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 P/z" 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 M) 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 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 OFA 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�nneeeeje°, .��� Q��;;G r N s �• NC ,ma's 78Z4 •'• *;.r TATE (?F �• , Q ••. O ,® S0N Ir W } 2 � uj LUZ 'SOOI=- >c ao cnv�w cc Y Q I- Z 06 LL O U) _O ZZzF-Z �Jui Q�I LU 5- 2 cc a- _3 U) 0 U Z) z u- C/J < g Q n OC ^I � Q o O � Q Q 0 0 0 U 0 w 00 0 0 j LL� i� 0 m.J w w Z w w U z 0 a O_ r W G z Z O d c G ia�,"Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN#6101 RELEASED: 5/15/20 SHEET CS2 vi C7 z_ 0 U) z J (L w U) w z C7 w CL O T CL w F- O 0 z W T PATIO 10'x10' ol 6068 SGD 35 SH TEMP. �-- RAG LOCATION o 18'-6" ABOVE DOOR ADD 7/16" OSB TO MECH.CLOSET GREAT CEILING FOR FIRE ROOM DRAFT STOP 8'-8" CLG. CV T Lo N _ - - m co a M Cl) a DINING 36" HT. FLAT r AREA COUNTERTOP 8'-8" CLG. 10'-52" O N d 00 M cc o `o D W BEDROOM 4 M Lo 04 8'-8" CLG. Lo< X T 3-SIDE ACRYL SURROUt 12'-92" XFER GRILL HALL i� ATH in a.,88„" CLG. o �g A�VccWC o . �-� R&S-------------- CV CL i 2'-4" ,. 4'-9" cM CV CL i a[ :.; DRYER VENT I rN � 1 41. (O 2'-72" WASHER BOX f r�N eo HALL 8'-8" CLG _ `o OI �� FOYER � I 8'-8" CLG. CN T bo ESF517)(l J 0f T 6'-8" rL 2'-4" XFER GRILL 0 8'-8" CLG. T , 0 12'-0" o *25 SH N (37"X63" EGRESS) 8141 13'-4" ENTRY T-8" CLG. 00 FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 14'-8" XFER T- GRILL AHU ON STAND YM m 2,_0„ ;��ZD I I ce) I I 1 I JI � I I O O L _ _L__ O- Z ;0 I ° CO Q O c \I KITCHEN , 8'-8" CLG. 1 0. I ,_52„ 6,_42„ I I 3" 8'-8" �r _ I I OPT. RE . I WATERLINE! j I II ----------j LAUNDR 8'-8" CLG LL IIJ 1 o061 tS uW CL n- 1 %4 PI-YvI I Ilr 1 1 I 4)12 I .u-- J : SH 6-82„ 4 -62 / XFER *35 SH (53"x63") EGRESS 15'-2" N r OWNER'S 8'-8" CLG. 5'- 1" 2 a 2� 0z �g N OWNE S n rM a ' g s'-s" 5� 1 „ x cn I OS WIC I 8'-8" CLG. _ - 90 iW I I L I I R&S HIGH &LOW � TN Tom; _ BEDROOM 2 ' 00 8'-8" CLG. 10'-2" T 2868 SC W/ SELF CLOSER 18'-10" r 2" CONCRETE 22" X 54" CURB BOLLARD PER — ATTIC ACCESS COMMUNITY SPEC'S 2 CAR GARAGE 8'-8" CLG. 1/2" CEILING BOARD ABOVE -" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D O �- 2" CONCRETE p CURB N ------------------------------------ I I 1-_ I 16070 GARAGE DR. 20,-0" 38'-8" ' �I N WH �.2'-0" a o yW �� NX r_ N 3-SIDED ACRYLIC SURROUND 0 LEGEND SYMBOLS n BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED 77. PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS 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 OINTERSECTIONS 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 R16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 1'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWG t-4 WD.BASE MOLDING FINISH FLOOR IS FIN H FLOOR rSUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT 7'-4" U.N.O. tts11111118,80 ® No 7824 .* .CC ��•S4ATE OF m.Q i, ���'��• . OR ..•���♦ Jug. 1 1 L, w Wz0= H W Q O UJV�W � cc co z z Z F It Lu 5- 2 _ U 0 _Q �I-QZD Q9 O dz� �r Q� Q 0 0 0 U 0 a 00 a O � O O LLM w i i CL i z O i D Z o I I I i r I ( I G I c c Z 0 i c c 1 � 0 F wZ aaaaa i c F L i L c L c COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 L RELEASED: 5/15/20 SHEET C Al 2 z z L) z d T ED STUCCO WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" ;-� GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" M \' SCALE: 3/4"=1'-0" 12 ROOF SHINGLES PER COMMUNITY SPECS � 5� (TYP.) *35 SH REAR ELEVATION SCALE: 1/4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS 1 ,-0„ ,-0„ , (TYP.) - 4" WIDE STUCCO 12 t 12 BAND (+1) 5 5 HEEL HIGHT i 'T 4" WIDE STUCCO BAND (+1) 4„ r � T.O. MASONRY EJ T.O. WINDOW ----- 4" WIDE STUCCO BAND(+1) i ❑❑ IE 18" DECORATIVE i J FOAM SHUTTERS i I i i i T 2'-0" STUCCO - FIN. FLR. CV BAND RETURN FRONT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 5 12 5 35 SH ROOF SHINGLES PER COMMUNITY SPECS (TYP.) CRICKET 6" WIDE STUCCO BAND (+1) 10 El 17� 1:1 El El m El ` 4"WIDE STUCCO 77��El El 77 E ' BAND(+1) 2 �- ---- ----t5979SaAEi�G�.QR.----------------------- PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH 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) ���#`i�toea®irrro®,o 24 ®; ® No 7 8 9. TE r� d1111111110 (Y W uj 3:G>-F- >1 ao LIJ Z) CAVWW Qpui _ F- > J 7)m ccIr OLL O 0 U) Z z Z Lu ~ Z W=JCL L 0 _0 HCQ Q Z N O � Q Q O l� V 0 o 0 w 0 W-j w w M ca Z � 0 z 0 IX a A �O LL U W U Z O La 4 U) 0 wZ aaaaa COMMUNITY; LINKS l: CAL SA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET A2A z s Q :n z s :n z g ii 7) Z s n z i n z n ]C r s Z 0 s i T .0 D z Q ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 12 5 F� 12 5 12 5 12 5 35 SH *25 SH 21 _011 LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 —== 5 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE : } = : ;°: <•^ :'z�. R::.,.. •;.;::,.. 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 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) �� G,. F!?/��°°°° �. �•.������a••G • No 824 _ -O ; AT E ♦ o," a Jul IY W i- = Ir �O>-I- wo ao C/JU� W Q Z) W 2 J M� 5 Ir LL �zZFW W Q 2 Cr �Cn❑O0L) �I=--Qz❑ • I n � Q' O cc Q o O �i H 0 U) j� V 0 0 I�•I 00 0 w 0 j w w w w A cn z 0 C 0 0 O R 0: U) W z Z O � o �j'Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: S/1S/20 SHEET A2.2 W ROOF PLAN SCALE: 1 /4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2283 SQ. FT. 1096 SQ. IN. UPPER VENT 40% NET VENT MIN. 438 SQ, IN. UPPER VENT 50% NET VENT MAX. 548 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 552 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 84 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. 13806.2: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 �`�e®eeieea®sus®� � G. FF?/Zlo No 824 • •: K Uj p '• AT E O F IS I0 N Aye o,® !Y W LLJ 0 F-- >OC¢0 WZ)C,I— cnUww QZ)WI._ 2 Q I— > m cc �eQHZ obu-00(n Z '_- cr J Q � J W Q-=cra- _3Wo00 Z:)2ZLLU) � P < cz - ~ 05 ' 4 cz O �d� O � Q Q 0 U 0 00 o a LLO 0 o r...l 0 w w � ommoo a� U) z 0 a A 0 U) W In Od ro � Z I a<1 COMMUNITY. LINKS @ GAL SA SPRINGS PLAN #6101 RELEASED: 5/15/20 SHEET A3,91 z w U) Z O U Z w BUILDING SECTION SCALE: 1 /4"=1'-0" PRE-ENG. ROOF TRU� FRAMING SHEET FOF ). WALL I, WINDOW IN_FLR_ FOOTING PER FOUNDATION PLAN m BUILDING SECTION SCALE: 1 /4"=1'-0" 2 A-5.1 I JDOW =LR. FOOTING PER FOUNDATION PLAN 't ' No 7sz4 :ccz 0; ATE OF JUL 12rj`2� IY W } 2 � �00� >oW000 wpp� U) C) .: w Q=UJ~ m cr- �e 0 1- z '6LLOOcn Z Z Z I'- _z J Q � J LJJCL=Cr a p O U p=zu- c) �I-Qzp cz 0 M cc c Q o 0 � H a Q O O O U) U z O O 00 u o 0 w O a� A a, z O A O_ E G: W C3 U Z 04 w � �Z 0 aaaaa COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET AS. I ROOF SHINGLES OVER 12 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 0000 STRUCTURAL. OL TOP OF C.M.U. 1 (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE SEE ENERGY CALCS. _ _ ELEV. 1/2" (MIN.) CLG. BD. 2x6 ALUM WRAPPED FASCIA 1x PT DRAPE BLKG VBD. w/ALUM DRIP EDGE. ABOVE WINDOWS 1/2" SOFFIT PER SPECS G.W.B. SEE STRUCTURAL WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) PRECAST WIN. SILL ATTACHED TO ix2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD /FROM HOUSE o'-o" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 1' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO 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. LCl99.1elIN,i BOARD z 3 1/2" g GARAGE a cV ih ELECTRICAL PANEL N (O 001 �CONCRETE a CURB REFER TO PLANS GRADE GYPSUM BOARD J" GYPSUM BOARD NICHE FOR - ELECTRICAL PANEL & WIRING ELECTRICAL PANEL EXTERIOR- CMU BLOCK WALL CONCRETE - CURB REFER TO PLANS IrCONCRETE SLAB ON - GRADE AT GARAGE FLOOR ROOF SHINGLES OVER 12 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. OIL TOP OF C.M.U. +I (REFER TO ELEV.) SEE \-2x6 ALUM WRAPPED FASCIA ELEV. BD. WALUM DRIP EDGE. 1/2" (MIN.) ------ SOFFIT PER SPECS CLG. BD. (8" 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, DRIVEW4° SPECS AY PER COMMUNITY SEE STRUCTURAL PLANS SLOPE OIL 0. SLOPE FIN. FL. o® --FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION C@ GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS 1 V-6" ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" T.O. M z g w a- NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION `1'`wetO�eea��/ eee�'i 10 'v �• 7824 T�F ,•' e®ee®S �o N A®, JUL W } 2 cr_ � 0 0 wCQO >oLd wpp�- _ I__ > J Z) cr !Y Y O H z LL O w _O zzz~z a�J w a- _j U) 0 Q Z = z LL U) �I—Qzp Q o Q 0 0 0 9* r� V 0 j im 0 U) 0 Z 0 0 I U U w�1 w (L U) z 0 a D a, O_ r w W E O� r G lxzaaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/15/20 SHEET A592 O z r :n j z Q r n z g i n z r n z J 1 JJ ii z _n r r i D r i r L L D z z Lo T "L" FLASHING SCALE: N.T.S. 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 ROOF/WALL 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 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TO AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 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 FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD FOLD INWARD @ PT. A STEP 3 Og @)FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 FOLD @ 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 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 0 00 ����►'Crr r rF N 778 -:0 cc ATE rOF 4/ o t ly JUL :) 12020 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 f.L Lu �- 2 0- �00E- W Lu Z O >cr_ <0 W::)aF- M co Q m Lu Lu H F- > J cr cr Y 0 F- Z LL O O v) ZZZ_F—Z Lu L J Q J Lu 3: m cr � _jU)000 Z)2ZLLcn 2 F- < Z 0 0 0 l� V 0 im 00 0 0 0 I w PMFJM o� U) '< z 0 CL A 4 c 0 z 0 0 a w F 3 COMMUNITY: PLAN # 6101 RELEASED: 5/15/20 SHEET WP i z o ~ z U, Z Q O U QLu cc I— O 2 H w z z a cc O 2 cr O z _z 0 w U n O w Ir w m 0 0 z w CD 0 z Q 0 06 co z g W w F- c� z 0 06 U) z J a w w z U) c� w n. O a- w O 0 z x c� O U w w cn w Ir J w In a x w w 2 O z z a z 0 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT C#4PER OR ALUM. BREAKER C CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET R GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 9 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE -�- CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 01 VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION 9 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR Fl TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) ELECTRIC METER s ELECTRIC PANEL —•�- 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. JUL 21 2020 Ir W WZO= O >- H >c <0 III Z)C)F— Q�LuW F— J U) W m Y Q H Z �Ii00U) Z Z Z< co ~ Z i Q J W a- m _ cn000 Z)=ZILL U) �I—QZr� Rl r\ a 0 0 0 r� V O 00 a 00 O 0 j J w i 0 �.., = lA w u a w U) W I zI 0 a I A Z O_ i I i c 0 c c cn O� c c . o Z f 11A i c c c F c i c c COMMUNITY: LINKS SPRING c PLAN # 6101 RELEASED: 5/15/20 SHEET E • 0 CV cr. d T SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" JUL 2 12020 W LU wo°� wIZO >cr<0 c�UWw QwF- cr-_ F- > J cc Y O H Z 'du-0Ot) ZZzF- z J Q J W a = (n a O U �Izu-U) H Q Z 4) CZcG Q o O � Q Q 0 0 Co Z u p 0i I� 00 I I 0 I Z I 4* w z I o I wa I I a w I I r� VJ t � t L 1 I U zt 0 1 a t f l f l Z 0 F F in L L LLI L L L 1 L L L L O � F C 0 f Z a a a a a L c C L F c L i L c L L COMMUNITY: LINKS @ CALUSA SPRINGS c PLAN # 6101 L RELEASED: 5/15/20 SHEET PI.I IN w U z O U z w r L L D 7 L r L D n n Li c u n u c W MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-O5/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MS-3 51`I6-I5/IT (I) #5 (1) #5 M13-4 8RFI4-I6 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW 5HEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB5B-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BA5ED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO5 I ON-RE5 I STANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER b HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 p5i:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 p5i ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS 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 EACH SIDE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTIGAL 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 6-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE 5LAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GLO5E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEC F I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO 50LE PLATE (5) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOI5T/BLK'6. (3) NAILS a 4" o.c. (3) NAILS ® 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS a 8" o.c. TOENAILS a 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE ENAIL5®24" o.c. NAILS ®I6" o.c. DOUBLE TOP PLATE LAP 5PLIGE ILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 IS AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH 15 MODEL HA5 BEEN DES 16NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DES16N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED $ EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 NTERNAL PRESSURE GOEFF I G I ENT ENGLOSED, +/- 0.16 ANY WIND 5PEED/EXPOSURE NOT L 15TED HERE REQU I RE5 FORMAL EVALUATION APPROVAL FROM MULHERN � KULP STRUCTURAL EN6 I NEER I N6. EXTERIOR 4 SHEAR WALL 5HEATHIN6 SPEC I F 1 GAT I ON5 INDIGATE5 LOGATION AND EXTENT OF SHEARWALL WH I GH REOU I RE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2V2"xO.131" NAILS @ 6" o.c.. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 2V211xO.131" NAILS @ 3" o.6. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/52" PLYWOOD OR 05B FASTENED w/ 'xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GONSTRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 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 OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING SIZE INTERIOR ZONES END ZONE5(D 8' Garage Door +18.5 P5F/-20.q P5F +18.5 PSF/-20.q PSF 16' Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 PSF 10 5QFT. +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 5QFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 PSF/-22.0 P5F 500 SOFT. +15.5 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone 15 defined a5 the 5maller of 10% of leo5t horiz. dim. or 40% of mean roof height. NOTE: Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-10 Section 2.4.1 from Ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 to obtain ultimate pre55ure5. ROOF FRAMINC6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. O5B/PLYWOOD 5HEATHIN6 16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 13G51 I GUIDE TO 600D PRAGTIGE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF C71RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •----'- - -- -INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL 5TRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2017) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 7 PSF T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 $ DECKS) = 30 PSF @ SLEEPING AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED a EXPOSURE AS LISTED R15K GATE60RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ 169" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS 5PAGED ® 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 8 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED 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). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE GONDITION5. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ EDGES $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKINO IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 p5i; Fv=310 p5i; E=1.55x I Orb p5i • LVL - Fb=2600 p5i; Fv=285 p5i; E=2.Ox10^b p5i • 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 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL56GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. U5E 2 ROWS OF NAILS FOR 2x6 � 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"x6" 51MP5ON 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) a 16" OIG. 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 7" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED WY4" DIA. X 4" LONG TAPGON5 a 24" O.G. FLOOR FRAM I N6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTES • (3) 51N6LE PLY 2x12 STRINGERS 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 CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING ON TREADS. 9 SEE STAIR FRAMING 5EGTION FOR MORE INFO. seal: 7 -0 JUL *22 ' ATE F Z? © copyright ; f(Fll • ®�� strs4 ��s 0zz s w w Z c CD Z z rn J � a sE Z= IS f- U_ ACS • 'r ��- c W E 3:T z a. o _J W p o o y W m C N C M O. M&K project number: 068-2001 project mgr: drawn by, issue date: NJMI JAI 04- 1 3- O REVISIONS: date: initial: W N 0 d U I -- sheet: a r, Z J W 0 2 0 n. 'Q Q 0 J U) z x a W 'Q W r'Q V d I~ 0 Z Z SW0.0 seal: 38._a ,•�P°.��c°Eros:. °,c'''. • ® INTERIOR BEARING WALL 7824 10 -0" 10'-0" I8'-8" • _ _ _ = BEARING WALL ABOVEile • BEAM / HEADER a� �. ATE O °� 411 PATIO SLAB: LOCATION AND EXTENT OF 5HEARWALL A, © copyright 3 %" GONG. SLAB ON 2 r,-.-.-.7 . I • ::::::: • I EXTENT OF OVERFRAMING N GRADE (2500 P51 L--- J a M Z MIN.) w/ 6x6-W1.4xW1.4 •- --------INDICATE5 1/8"A" 5AW GUT CONTROL JOINT E o p- MESH OR FIBER MESH o LU W , ON q5 GOMPAGTED o FILL OR VIR61N 501L. — :;:INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) Z mo Ile Lo rn Z a _k� J L METAL HANGER L + L<u n H UNIT 5D-I 3 �� 5D-I 52_I Y2 STEP INDICATES POST ABOVE. PROVIDE SOLID BLOGKINO UNDER POST JAMB ABOVE. = E E OR f— A C) � j — REFER TO 5-0.0 FOR TYPICAL C= m E 11'-Io° 6'-2° 20�-��� 5TRUGTURAL NOT5 I$ 5GHEDULE5 = a Q I I Jz Mo UJ W OP i • I 5,6.D. REGE55 PER y m` U W C N MANUFAGTURER5 N5TRUGTI ON ' i 2 i ...... _ .,»... M&K project number: I 068-200 1 1 project mgr: NJ M drawn by: JAI • I I issue date: OBI.- `I 3-20 REVISIONS: date: initial: • NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL _ o I LOCATION DIMENSIONS. I o o I : I o ,n C 2 i I I ------3/2" STEP ----- ---� • i : I I I d 4 4 I Q 5D-1 5D-1 I pC I I � 3 �„ /2 STEP : I.L • 5D-I I I \ I � 5D-1 6ARA6E SLAB: I 0 Wn 3 %2" GONG. SLAB ON 6RADE — -3 /2" J I Z �- STEP (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 = I --I GZ • � • • ! t _ ,� MESH OR FIBER MESH OVER 6 0 MIL. POLY ON Q5% GOMPAGTED I N 6 I FILL OR VIR61N 501L.:E < SD- I z I I J U-1 I Q0 U 5 I ._, -- � a • I � I CO � O- — — — — — — — — — — — — — — — — _J 1I 2 5D-I I sheet: 5D-1 5LA5 FLAN S'-8 20'_0" 8_8 I SOALE: 1/4"= I'-O" (2244 SHEET) FORMS B SCALE: I/8"=1'-O" (IlxI 1 SHEET) Fm 1 * I O Li n 12 1 4'-2" v 4'-6" 3'-3" v 6'-0" 5'-11/2" 5'-11/2" 4'-6" 6'-0" oe MB-I I I MB-1 MB-1 I G I LEGENr� • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL • I: • : ; I EXTENT OF OVERFRAMIN6 •'' ' ' M' —INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NR1' LINTEL PETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-0B/OT ----- ----- MB-2 8F8-IB/0T ----- (I) #5 M13-3 BFIb-IB/IT (I) #5 (I) #5 MB-4 SRF14-I6 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GAST-GRETE, QUALITY PREGAST GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, f y=60 ksl 6. ALL LINTELS SPEGIFIED 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 8 SCHEDULES seal; s No 824 d .� 025 cc ATE OF 'Q® ° ° ���� © copyright deUl?• 5 z Z JLU w w z cz z 3.Z w +< < 0- U. Q Z= 0 V A 1Q I c Uji- C W j T —j °O E + Q JZ- Q 1 COD W p M o o y W m (CD = N cc M o. IV IV M&K project number: 068-2001 1 project mgr: NJ M drawn by: JAI issue date: 04- `I 3-20 REVISIONS: date: initial: C�•a a O d Q 0 LL 0 AA MB-1 Ld Z o Q � 0 0 , 0 ❑ z �t U) J o n � 0. - U o MB-1 Mg-1 O 0 MB-30 5 -0 3'-2" 5'-2" -0il 16 -0 2 -o 0 z II 1 II 13 -4 5 -4 20 -0II M -j -I BLOCK PLAN sheet: SCALE: 1/4"= I'-O" (22x54 SHEET) SCALE: 1/6"=1'-O" (110 SHEET) FORMS B Fm2.0 O OO O O W T— LL LE6ENn • ® INTERIOR BEARING NALL • - - - BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 J • - INDICATES 1/8"xl" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. ROOF FRAM I N6 PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: 1/8"=1'-0" (IlxI 1 SHEET) FORMS B ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/6 EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EOUIV.) 0 6" O.G. AT PANEL ED6E5 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRU55ES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERNISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS 0 16" O.G. UPLIFT GONNEGTOR5 BEARIN6 CONDITION TRUSS CONNECTOR LENGTH < 15' SIMP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA HOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 5IMP50N HT520 WOOD STUD HALL/WOOD BEAM SIN6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU NALL ROOF 63., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU HALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENC71 NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE--7-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR SPECIFICATIONS AND LOADS SHONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: No 76 4 •'. c' ® JUL AT E OF © copyngCtts; MLMRP�&U?,`> • r�® cfural(Eiroegh Z JUJ w w z LD z w CL -J L Q .o Z� EE F Q o c) t a cc:D t E W F- -2 m xE Q j J aI,— F- CD o Z W ,Y o c0 CO) m Lb LU G N 4 IV M&K project number: 068-2001 1 project mgr: N J M drawn by: JAI issue date: 04-18-20 REVISIONS: date: initial: sheet; Sm 1.3 FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY 16"x8" THICKEN. E06E W/ (2) #5 GONT. 8" GMU BLOCK cvnnr\vr_ TOP YIEN @CORNER 6ARA6E WALL BEYOND i THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Z11 f� GRADE Id.. a. a a. _ as ° I I —I I I-1I I —III —III. I —I 11—III=1 I I- —III- `' I I I III —III —III- —I l m I I I III ° I=III= 1) #5 DOWEL H/ 6" HOOK AT ' I l l l 1 ALL VERT. WALL REINF. I 11=III=111 ;� (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -� H/ (2) #5 GONT. ON GHAIR5 MIN. WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU WALL SHOHN, FT6. SHALL BE I'-4" WIDE W (2) #5 BARS POOTING SECTION N/ BLOCK DETAIL SCALE: NM 8" WIDE CONT. 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER 3/4" FURR STRIPS (1) #5 VERT. FROM FT6. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP H/ FOUNDATION DOWEL �'—GARAGE SLAB MTL. THRESHOLD HOUSE SLAB MIN. 30" 6ROUT CELL } (SEE PLAN) SET IN SEALANT (SEE PLAN) 5OL11 PAVERS z (SEE PLANS) ° c e d � —III—III—III—III a r-11 6RAPEI=1 11=1 11—=1I 1I1=1I I- Q � �—III-—I I III —III —I � I- �—III- `' I —I I °III —III —I I- I=1 m III I =I— III 1) #5 DOWEL H/ 6" HOOK AT III=I ALL IIII—IIVERT. WALL REINF. 'SEE PLANS FOR LOCATION) III =II I I II11I I I—IIII—II—I111IIII' _IIII—III1-' 1 MONOLITHIC, FOUNDATION W/ (2) #5GLEAN GOMPAGTED GLEAN GOMPACTED —III- FILL o q5% 1: :: GONT. ON GHAIR5 I -0 MONOLITHIC FOUNDATION FILL ®q5% STANDARD I -0 STANDARD DENSITY 1MIN. W (2) #5 GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL WHERE 2ND STORY HALL OGGURS DIRECTLY ABOVE THE OGGURS DIRECTLY ABOVE THE 8" GMU HALL 5HOHN, FT6. SHALL 8" GMU HALL SHOHN, FT6. SHALL BE 1'-4" HIDE W (2) #5 BAR5 BE I'-4" HIDE H/ (2) #5 BAR5 G Rt GURU DETA I L T%��YDOOR DET� I LNT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL, THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PEP, MANUF. I " _I-1 -- I I I1 I I M I :El 115111= c 1=1 <8 e 111—I I I —I I=III_ 11-11' I I —I I I_ —I 11=1 J I I I —I I I I —I I 11=1 1I- 1=1 ihr III I d I I —I 11=1 I I- m I�I 11 � I; I —III —I I I_I I I III_ 1—I I-11-1—I 11—I i- MONOLITHIC, III —III —I I' FOUNDATION W/ (2) #5 GLEAN GOMPAGTED GONT. ON CHAIRS FILL o q5% STANDARD 11-011 DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU HALL SHORN, FT6. 5HALL BE 1'-4" HIDE w/ (2) #5 BAR5 c EXTERIOR OUTSN I NG 4 56D POURED 51 LL5 DETAIL PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED — SLAB H/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) - - _i EXP JOINT - v R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ae n 44 a ° I=1II—III- =1 I I=1 I I=1 IIIIIIEIIIIIIIII il'HHI) #5 DOWEL W/ 6" HOOK AT _ _ III=III= ALL VERT. WALL REINF. ' I I I —III—III—I I III= (SEE PLANS FOR LOCATION) -I II I I 1-1I I —III , I I GLEAN GOMPAGTED I —III -III- ' FILL o ,15% MONOLITHIC FOUNDATION STANDARD DENSITY I' -0" W/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU HALL SHOHN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 EXTERIOR N4LL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 0 16" O.G. Y2" J-BOLTS 6" FROM EA. ►' END OF WALL AND SPACE o 52" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER d PT BOT. PLAN o STUD TOP 4 > PLT. BOT. a O d Q. .. (2) #5'5 GONT. W/ 3" MIN. CLEAR UPLIFT GONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPEGIFIGALLY NOTED ON PLAN. ''� GARAGE STEP DOWN DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID Z Q d .. d a az) O RAPE z __ _ ' l—I I I —III III—III=1 I GLEAN GOMPAGTED ,; I I I —III I IIIII FILL. o q5% STANDARD DENSITY o MIN. WHERE 2ND STORY WALL OGGURS DIRECTLY ABOVE THE 8" GMU HALL SHORN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 GH�SE DET� I L 8 SCALE: NT5 R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS seal; to ������i�ii �\ ��,��•�� ® No S 4 :q� r g ATE s OF o ®®e®� � • C' ® 120 Z z JLU w w Z c tr Z w oa.. J LZ a Z= U A mt a, UJ C Q = a > 1 Q� J� Z Vo W op LU ocO y IS CD oN M&K project number: 068-2001 1 project mgr: NJ M drawn by: JAI issue date: 04-18.20 REVISIONS: date: initial: sheet: ~ro 0 '< Q 0 J W z 12 a 0 CL I< U) I--� Z J a 0 Q (L D� x Q Z J J SCALE: NTS SDw 1 a FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 3/B"xO.113" RING 5HANK NAILS 6" O.G. i< n 2x6 FA5GIA -SEE ARGH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. HORZ. REINF. 5PEG5 SECTION VALLEY SET OVERFRAMI N6 FASTEN EAGH OVERFR TRU55 TO TRU55 BELO WITH (1) SIMP50N VTGR ® 24" O.G. PROVIDE 50LID SHIM BETW'N TRU55 8 GONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. TYP I CAL OVERPRAM I NG CONNECTION DETAIL SCALE: N.T.S. SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNECTOR 5PEGIFIGATION5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 BOND-BEAMi- _,,___—GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. POOLE K N170JN MASONRY PIER DETAIL SCALE: NTS TRIPLE WINDOW SIM. PROVIDE SOLID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN 1 Yz" FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I /2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. 2x(9 FA5GIA -SEE ARGH Ir REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 GONNEGT EAGH END OF MASONRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL w/ 24" LE65 SECTION ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR 6ROUTED GELL TYP. CORNER VERT. HALL RE I NPORG I NG PETA I L SCALE: NTS p )511RO71T 11ETAIL /1-0' SEE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4)Y4" DIA, x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 W (2) 3 Y4"xO.131" NAILS ® EA. END. PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2° FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 1 Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -SEE ARGH FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.I31" NAILS ® 6" O.G. FASTEN EA, 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. P44) HILTI DNI12P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO - 2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS 3"O.G. - 8" GMU BOND BEAM W (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 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 I N5TRUGTI ON5. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'6117� SLAB, EPDXY $ DRIVE I d #5 DOWEL, PROVIDE MIN. I - 30" LAP 5PLIGE I I I C) I I I GRADE _ SECTION SCALE: 3/4°=1'-0° BY WINDOW/DOOR MANUFACTURER ROOF TRUSSES -5EE PLAN UPLIFT GONNEGTOR -PER 5GHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM NOTES: ROOF TRU5 -SEE PLAN (2)3 Y2"x0.1� 8" GMU BOI` (1) #5 BARS 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wc,"x4" TAP6ON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUGTURAL GONNEGTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUGKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. EA. 5UGCE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROWS OF 24/2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S 5PEG5. Hll K NOONPOOR BUCK DETAIL SCALE: NTS nS SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED GELL ra-�. v vriv rim � v�� riw� i w vir.rr 5 5HANK 2x4 FLAT BLOGKIN6 @ 165" o.c. FASTENED TO BOND BM. w/Y4" TAPGON (2)3 Y2"xo.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM !iE_I� ENAL/I'-0" LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREA5. THE5E WHERE SPECIFICALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: ,, a a No .. is . @•� �: © cop rig • RPTTG411l ®0�0 aZ JLU w w Z c � rn Z Q w a. Q CC Z= f- c� -UJ ��- c E H � m c� 1:� m E Q Q J '= CD o Z -v o Co M W Y p o O y M UA W G N cc M G. IV M&K project number: 068-2001 1 project mgr: NJ M drawn by: JAI issue date: 04-1 8-20 REVISIONS: date: initial: LO J o J LL � J W J 0 � � I- Z U U O d = x I�— (f� Q o J ._I sheet: SD-2 Y ', A PERMANENT ROOF TRU55 BRACING NOTE5: (5146LE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD 13RAGIN6: TOP GHORD5 5HALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRACING DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. CEILING 4. WEB MEMBER BRAGING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGINS 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BC51433 FIGURES B3-I6 8 83-19). SHOP APPLIED REINFORCEMENT PER BG51433 F16URE5 B3-22 $ Br-23 15 AGGEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEBNERTIGAL W/ 16d 6UN NAIL5 (0.1310 1/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION, 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) 16d GUN NAIL5 (0.I310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 8 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH GABLE END WALL $ ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 ® 519E OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0515 A /i ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRU55 BAY A5 5HOWN 2x5TRON6BAGK (NOT REQV FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B COMPRE55ION WEB (5LOPIN6 OR VERTICAL) 6ONTINUOU5 LATERAL BRACE ALTERNATE ® (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAWINGS X FOR LOGATIONS) 2x 5TRON6BAGK MAY BE IN5TALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) DIRECT -APPLIED 6WB GEILIN6 5EGTION B-B ALTBZNATE M IM MBZE (3) OR MORE 51MLAR TfW-F:5 ARE GROWW f3 DIRECT -APPLIED 6WB GEILIN6 — TYPICAL TRU55 ELEVATION WEB MEMBER REQUIRIN6 BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON65AGK5 MAY BE IN5TALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) 'L' OR 'T' BRAGIN6 A WE65 DE516NATED BY TRU55 MANUF. PERMANENT TRU55 BRAG I N6 PETALS LS 4 NOTE5 SCALE: NONE DIRECT APPLIED GEILIN6 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU 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: q No 7 i JU :jrz ATE OF09 © copyrlgli{�d atD Z JUJ w w Z o CO Z W � J CDa .0 Z= QU U ,a. c WAz CD Z �� W Y occ y m A W � N C■ M a 7 M&K project number: 068-2001 1 project mgr: ICJ IVI drawn by JAI issue date: 04- `I 3-20 REVISIONS: date: initial: CU a C Z vl J Q H W 0 sheet: O 0 J 11.E U 2_ x IL W 'Q J r� V 'Q 00 I~ 0 Z J PBSBW 1